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2 LEGOLAND DR; ; FPC2017-0120; Permit
C(Icity of Carlsbad Frje1gerrimiX - Print Date: 05/27/2022 Job Address: 2 LEGOLAND DR, CARLSBAD, CA 92008-4610 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: LEGOLAND HOTEL 2 -SPRINKLER SYSTEM (3 RISERS / 1500 HEADS) Applicant: BROWNING FIRE PROTECTION INC-DO NOT USE 2335 ABALONE AVE, #STE 110 TORRANCE, CA 90501-3730 (310) 212-0622 Permit No: FPC2017-0120 Status: Closed - Finaled Applied: 05/10/2017 Issued: 09/14/2017 Finaled Close Out: 03/02/2022 Final Inspection: INSPECTOR: Fieri, Dominic Wong, Cindy FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $198.00 Total Fees: $1,030.00 Total Payments To Date: $1,030.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov No. 22b CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO.BE COMPLETED BY CUSTOMER PROJECT NAME: Legoland Hotel No. 2 SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 1 Legoland cliv Carlsbad PHONE: ( 818 ) 892-7027 (Browning Fire Protection) FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Legoland Drive north of Palomar Airport Road TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 97 PSI Hydrant Number (if applicable):NEW FH Elevation of test 150 Feet Date/Time of Test1 Pitot Tube Readg, PSI Corresponding low: GPM Total Flow: 1,570 GPM Residual Pressure 97 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge @ 20 psi of 5,725 GPM, but exceeds the maximum velocity 10 fps. Therefore, the maximum available fire flow at this location is 1,570 GPM. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable): C69606 Signature: Title/Orgect Manager Date: 07/11/2017 \\\ AB-~\ Legoland Hotel No. 2 - Fire Flow Analysis Hydraulic Calculations for Project Name: LLC H20 Location: ONE LEGOLAND DRIVE, CARLSBAD, CA 92008, Drawing Name: BROWLEG1R2.cad Design Remote Area Number: LI Remote Area Location: LUGGAGE STORAGE Occupancy Classification: Ordinary Group II Calculation Date: 8/31/2017 Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 646.49ft2) Coverage per Sprinkler: 130.001t2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 Type of System: WET Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 99 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 99: 467.90 @ 63.032 Water Supply Information: Name of Contractor: BROWNING FIRE PROTECTION, INC Address: 2335 ABALONE AVENUE, UNIT #110, TORRANCE, CA 90501 Phone Number: 310-212-0622 Name of designer: R Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 Li 8/31/2017 9:07:12AM Page 1 N/A iII•IsII 8800 9900 I ____3300 4400 _ 5500 6600 7700 Flow - gpm Hydraulic Graph N 1.85 Date: 8/31/2017 T Water Supply Summary Sheet Node: 99 Static Pressure 87.300 467.90 ci) 86.626 -N 17.90 1 63.032 467.90 with Hose Allowance at Source System demand cue 5725.00 @ 18.000 - .....V!.I.I.I.1.IJ.ilIIIIIIIIIIII111I 111111111 I 1111111 111111111 I I liii I II 11111111 I I I I I I I I I I 90 80 70 30 20 lb Job Name: LLC H20 Remote Area Number: LI 100 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 8/31/2017 9:07:14AM Paqe 2 60 U, a- 50 0 .40 IIIISummary_Of Outfiowing Devices Job Number: bri - LUGGAGE Report Description: Ordinary Group II (Li) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 201 26.00 26.00 5.6 21.556 Sprinkler 202 26.13 26.00 5.6 21.780 Sprinkler 203 26.27 26.00 5.6 22.003 Sprinkler 204 26.58 26.00 5.6 22.535 Sprinkler 205 27.20 26.00 5.6 23.586 Sprinkler 206 27.85 26.00 5.6 24.733 Sprinkler 207 28.68 26.00 5.6 26.238 Sprinkler 208 29.18 26.00 5.6 27.147 c> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61. 0 8/31/2017 9:07:15AM Page 3 Job Name: LLC H20 Remote Area Number: LI Date: 8/31/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 99 Water Supply 87.300 18.000 1 5725.00 86.626 467.90 63.032 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 99 -14-0 Supply 63.032 217.90 201 6-11 Sprinkler 21.556 26.00 202 6-11 Sprinkler 21.780 26.13 203 6-11 Sprinkler 22.003 26.27 204 6-11 Sprinkler 22.535 26.58 205 6-11 Sprinkler 23.586 27.20 206 6-11 Sprinkler 24.733 27.85 207 6-11 Sprinkler 26.238 28.68 208 6-11 Sprinkler 27.147 29.18 8 10-2 20.484 9 10-2 20.896 10 10'-2 21.107 11 10-2 21.990 12 10'-2 22.943 13 10-2 24.124 14 10'-2 25.674 15 10'-2 29.554 16 -1-9 40.209 17 -11-9 40.987 (&© M.E.P.CAD, Inc. ill 12 v1 2.0.61.0 8/31/2017 9:07:17AM Paqe 4 Job Name: LLC H20 Remote Area Number: Li Date: 8/31/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 18 -11-9 42.407 19 -1-9 42.912 20 -11-9 43.595 21 -6'-0 48.365 22 10'-4 43.047 23 10'-2 21.477 93 8-1 45.160 94 0-6 48.463 95 4-0 49.995 96 -14-0 54.989 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.61.0 8/31/2017 9:07:17AM Paqe 5 Job Name: LLC H20 Remote Area Number: Li Date: 8/31/2017 Pipe Information Elev Flow added Fillings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Pf Friction Elev(Pe) (q) Fitting Length) Fixed Pressure Losses, when Elev 2 Total Flow Equiv. (Foot) L:ssP:rUnit applicable, are added directly Friction(Pf) Node 2 (Foot) 0 Actual ID Length Total (psi) to (Pfl and shown as a (Foot) (Foot) negative value. 201 6-11 5.6 26.00 11/4 (See 3-3 120 21.556 " Route 1 ..... Notes) 3-4 Sprinkler, -1.403 8 10-2 26.00 1.4080 0.050427 E(3'-4) 6-7 0.330 8 10'-2 iv4 7'5 I 120 20.484 0055609 9 10'-2 2600 13800 7-5 0.412 9 10'-2 26.13 2 7'-6 120 20.896 0.028160 Flow (q) from Route 2 10 10'-2 52.13 2.0670 7'-6 0.211 10 10'-2 26.27 2 (See 4'9 120 21.107 Notes) 101-0 Flow (q) from Route 3 ii 10'-2 78.40 2.0670 0.059904 1 T(0'-0) 14-9 0.883 11 10'-2 26.58 2 9-3 120 21.990 0.102812 Flow (q) from Route 4 0.953 12 10-2 104.99 2.0670 9-3 12 10-2 27.20 2 7'-6 120 22.943 7-6 0157443 Flow (q) from Route 5 13 102 13218 20670 1.181 13 10-2 27.85 2 6-11 120 24.124 Flow (q) from Route 6 0.224251 14 10'-2 160.03 2.0670 6-11 1.550 14 10-2 28.68 2 (See 7-9 120 25.674 Notes) Flow (q)from Route 7 15 10'-2 18872 20670 0304229 P0(10 0) 12 3881 15 10-2 29.18 3 (See 53'3 120 29.554 Notes) 73-11 Flow (q)from Route 8 5.168 16 -1-9 217.90 3.2600 0.043156 5LtE(6'-9), PO(20'-2), T(20'-2) 127-2 5.487 16 -1-9 3 (See 13'4 120 40.209 Notes) 67'-2 T(20'-2), LtE(6'-9) 17 -1-9 97.04 3.2600 0.009664 T(20'-2), C(20'-2) 80-7 0.779 17 -11-9 120.85 3 (See 6'0 120 40.987 Notes) 26'-ll Flow (q) from Route 9 18 -11-9 217.90 3.2600 0.043156 T(20-2), LtE(6'-9) 32-11 1.419 /..©M.E.P.CAD, Inc. AutoSPRlNK@i2v12.0.61.0 Li 8/31/2017 9:07:18AM Page 6 Job Name: LLC H20 Remote Area Number: LI Date: 8/31/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 18 -1-9 3 (See Notes) 5'O 120 42.407 T(20'2), LtE(6'9) T(20'-2), LtE(6 9) 0.008596 19 -11-9 91.09 3.2600 58'-9 0.505 19 -11-9 126.81 3 (See Notes) 65 120 42.912 Flow (q) from Route 10 E(9'-5) 9-5 0.043156 0.000 20 -1-9 217.90 3.2600 15-10 0.684 20 -1-9 3 (See Notes) 6'0 120 43.595 CV(21 6) BV(13 5) LtE(6 9) T(20'-2) 61-10 0.043156 1.842 21 -6'-0 217.90 3.2600 67- 10 2.927 21 -6-0 4 (See Notes) 52'9 120 48.365 3Lt T(26-4), E(7'-ll BV(15'-10), Ee2(5-3), P0(26-4), Z 97'-5 0.011727 -7.079 22 10-4 217.90 4.2600 1502 - ), 1.761 22 10-4 6 (See Notes) 365'0 120 43.047 12LtE(11-4), 8Ee2(8-10), 21(37-9), C(37-9) 319-4 0.001669 0.971 93 8-1 217.90 6.3570 684'-4 1.143 93 8-1 6 7-7 120 45.160 0.001669 3.290 94 0-6 217.90 6.3570 0.013 94 0-6 8 (See Notes) 9'7 140 48.463 2E(18-0) 36'-0 0.000325 1.517 95 4-0 217.90 8.3900 0.015 95 4-0 8 (See Notes) 474'5 150 49.995 4E(18'-O), 4EE(9'-O), P0(35-0) 143'-0 0.000365 4.769 96 -14'-0 217.90 7.9800 617-5 0.225 96 -14-0 5 (See Notes) 80'6 140 54.989 3E(18'-O), BFP(-8.000), S 54'-0 0.000325 -0.001 99 -14'-0 217.90 8.3900 134'-6 8.044 250.00 63.032 Hose Allowance At Source Total(Pt) Route 1 99 467.90 202 6-11 5.6 26.13 11/4 (See Notes) 3'3 120 21.780 Route ..... Sprinkler, T(6'-O) 6-0 0.056142 -1.403 9 10-2 26.13 1.3800 0.518 © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 Li 8/31/2017 9:07:18AM Page 7 Job Name: LLC H20 Remote Area Number: Li Date: 8/31/2017 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step q Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 20.896 Total(Pt) Route 2 203 6-11 5.6 26.27 1Y4 (See Notes) 3-3 120 22.003 .Route 3 ..... Sprinkler, T(6'-7) 6-7 0.051393 -1.403 10 10-2 26.27 1.4080 0.506 21.107 Total(Pt) Route 3 204 6-11 5.6 26.58 11/4 (See Notes) 3-3 120 22.535 .Route 4 ..... Sprinkler, E(3'-4) 3-4 0.052542 -1.403 23 10-2 26.58 1.4080 6-7 0.344 23 10-2 1% (See Notes) 2'10 120 21.477 T(6'-O) 6-0 0.057942 11 10-2 26.58 1.3800 8'-lO 0.513 21.990 Total(Pt) Route 4 205 6-11 5.6 27.20 11/4 (See Notes) 3-7 120 23.586 Route ..... Sprinkler, E(3'-O), T(6'-O) 9-0 0.060437 -1.403 12 10-2 27.20 1.3800 12-7 0.759 22.943 Total(Pt) Route 5 206 6-11 5.6 27.85 1¼ (See Notes) 3-7 120 24.733 Route 6 ..... Sprinkler, E(3'-O), T(6'-O) 9-0 , 0.063150 -1.403 13 10-2 27.85 1.3800 12-7 0.793 24.124 Total(Pt) Route 6 207 6-11 5.6 28.68 iy4 (See Notes) 3'7 120 26.238 Route 7 ..... Sprinkler, E(3'-O), T(6'-O) 9-0 0.066696 -1.403 14 10-2 28.68 1.3800 12-7 0.838 25.674 Total(Pt) Route 7 208 6-11 5.6 29.18 1 (See Notes) 7-7 120 27.147 .Route 8 ..... Sprinkler, E(2'-o), P0(5-0) 7-0 0.261712 -1.412 15 10-2 29.18 1.0490 14-7 3.818 29.554 Total(Pt) Route 8 16 -1-9 3 (See Notes) 13-4 120 40.209 ••••• Route 9•••• T(20'-2), C(20'-2) 40-4 0.014503 17 -1-9 120.85 3.2600 53'8 0.779 40.987 Total(Pt) Route 9 ,© M.E.P.CAD, Inc. ill AutoSPRINK® 12 02.0.61.0 Li 8/31/2017 9:07:18AM Page 8 Job Name: LLC H20 Remote Area Number: Li Date: 8/3112017 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I 'Foot K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pt Friction Elev(Pe) (q) Length) Fixed Pressure Losses, when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable, are added directly Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (psi) to (Pt) and shown as a (Foot) negative value. 18 -11-9 3 (See 5-0 120 42.407 •••" Route lO••••• 26'-11 Notes) 19 -11-9 12681 32600 0015853 T(20'-2), LtE(6 9) 31'-10 0.505 42.912 Total(Pt) Route 10 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.61.0 LI 8/31/2017 9:07:18AM Page 9 Job Name: LLC H20 Remote Area Number: Li Date: 8/31/2017 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier I Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 I / = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 1111V Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 Li 8/31/2017 9:07:18AM Page 10 V, Hydraulic Calculations for Project Name: LLC H20 Location: ONE LEGOLAND DRIVE, CARLSBAD, CA 92008, Drawing Name: BROWLEG3RI.cad Design Remote Area Number: Remote Area Location: Proof Occupancy Classification: Light Hazard Calculation Date: 7/12/2017 Density: 0.100gpmlft2 Area of Application: 600.00ft2 (Actual 347.49ft2) Coverage per Sprinkler: 225.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 99 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 99: 191.13 @79.304 Water Supply Information: Name of Contractor: BROWNING FIRE PROTECTION, INC Address: 2335 ABALONE AVENUE, UNIT #110, TORRANCE, CA 90501 Phone Number: 310-212-0622 Name of designer: R Authority Having Jurisdiction: Notes: Automatic peaking results Left: 79.304 Right: N/A k@ M.E.P.CAD, Inc. kAutoSPRINK® 12 02.0.61.0 4p 7/12/201711:11:28AM Page 1 ['III'I'] 2400 2700 1200 1800 1500 2100 Flow - gpm (&.,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.61.0 7/12/2017 11:11:29AM Paqe2 40 Job Name: LLC H20 Remote Area Number: 4p 100- 90 80 70 30 20 ii! - - Available Supply _________ Static Pressure 87 300 '191. 13 @ 87.294 9,1.1379.304_ 191 .l3with Hose Allowance at ___________ ______________ ________________ __________________ Water Supply Summary Sheet Node: 99 1570.00 c 87.000 —1. Source System demand c'irve - iIJI.I.I.I.I.J.I.jIIIIIIIIIIIIIIIIII 111111111 IllItlIll 111111 II 11111 I I I III I I I I I I I I I I Hydraulic Graph N 1.85 Date: 7/12/2017 lffstjmmar,y_Of Outf lowing Devices Job Number: brl - LEG3t Reoort Descriotion: Liaht Hazard (4n Device Actual Flow (gpm) Minimum Flow (cipm) K-Factor (K) Pressure (psi) cr Sprinkler 201 22.50 22.50 4.9 21.085 Sprinkler 202 22.57 22.50 4.9 21.221 Sprinkler 203 22.62 22.50 4.9 21.303 Sprinkler 204 23.45 22.50 4.9 22.895 c. Most Demanding Sprinkler Data ), © M.E.P.GAD, Inc. AutoSPRINK® 12 02.0.61.0 7/12/2017 11:11:31AM Page 3 Job Name: LLC H20 Remote Area Number: 4p Date: 7/12/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 99 Water Supply 87.300 87.000 1 1570.00 87.294 191.13 79.304 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 99 -14-0 Supply 79.304 91.13 201 29-11 Sprinkler 21.085 22.50 202 31'-O Sprinkler 21.221 22.57 203 29'-11 Sprinkler 21.303 22.62 204 29-11 Sprinkler 22.895 23.45 8 30-10 46.784 9 30-10 46.746 10 30-10 46.636 11 30-10 46.181 12 30-4 48.081 13 30'-4 48.139 14 26-9 53.266 32 31'-4 46.320 33 31-4 46.106 39 31-4 47.415 40 31-4 22.066 41 31-4 27.694 42 30-10 29.392 43 30-10 29.561 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.61.0 7/12/2017 11:11:32AM Paqe 4 Job Name: LLC H20 Remote Area Number: 4p Date: 7/12/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 44 31'-4 37.687 45 30-10 39.735 46 30-10 45.880 47 31-4 22.199 48 31'-4 23.611 49 31-4 27.231 50 30-10 29.526 51 31-4 22.051 92 10-9 60.448 93 101-9 60.514 94 0-6 64.961 95 -3'-0 66.481 96 -14-0 71.295 .,© M.E.P.CAD, Inc. IlAutoSPRINK@ 12 v12.0.61.0 7/12/2017 11:11:32AM Paqe 5 Job Name: LLC H20 Remote Area Number: 4p Date: 7/12/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a negative value. Fitting F Pf Friction Loss Per Unit (t Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 201 29-11 4.9 22.50 1 (See Notes) 7-0 150 21.085 "" Route 1" Sprinkler, E(7'-0), T(5'-0) 12-0 0.084606 -0.629 40 31-4 22.50 1.1010 19-0 1.610 40 31-4 11.45 11/4 (See Notes) 72'1 150 22.066 Flow (q) from Route 9 8Tr(1-0), 3T(6'-O) 26-0 0.057391 41 31'-4 33.95 1.3940 98-1 5.628 41 31'-4 14.32 11/2 (See Notes) 9'3 150 27.694 Flow (q) from Route 8 E(9 0) T(8 0) 17-0 0.056586 0.212 42 30'-10 48.27 1.5980 26 1 485 42 30'-10 1V2 (See Notes) 4'4 150 29.392 T(8'-O) 8-0 0.013784 43 30'- 10 22.50 1.5980 12-4 0.169 43 30-10 6.72 11/4 (See Notes) 146'10 150 29.561 Flow (q) from Route 7 23Tr(1'-O), 2E(8'-O), T(6'-O) 45'-0 0.043466 -0.214 44 31'-4 29.21 1.3940 191-10 8.340 44 31-4 25.77 11/2 (See Notes) 8'6 150 37.687 Flow (q) from Route 6 E(9 0) T(8 0) 17-0 0 072009 0.214 45 30 10 54 98 1 5980 25-6 1.834 45 30-10 36.15 2 (See Notes) 72'8 150 39.735 Flow (q) from Route 2 9Tr(2-0), T(1 0'-O) 28-0 0.061037 46 30'-10 91.13 2.0030 100-8 6.145 46 30'- 10 2 (See Notes) 169 150 45.880 3E(11 0) 2Tr(2 0) 37-0 0.036931 0.217 12 30'-4 69.46 2.0030 1.985 12 30-4 2 1-6 120 48.081 0.038906 13 30-4 69.46 2.1570 1-6 0.058 13 30-4 21.67 2 (See Notes) 14'11 120 48.139 Flow (q) from Route 5 2LtE(3'-8), CV(13'-6), BV(7'-5), PO(12'-4) 40'-7 0.064300 1.556 14 26'-9 91.13 2.1570 556 - ' 3.570 14 26'-9 4 (See Notes) 41'11 120 53.266 Z, E(13'-2), LtE(7'-11), BV(15'-10), T(26'4) 63-2 0.002338 6.936 92 10-9 91.13 4.2600 - 105' 2 0.246 ©M.E.P.CAD, Inc. AutoSPRlNK®12v12.O.61.O 4p 7/12/2017 11:11:34AM Page 6 Job Name: LLC H20 Remote Area Number: 4p Date: 7/12/2017 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as a negative value. Fitting F Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(P 92 10-9 6 (See Notes) 140'7 120 60.448 P0(37-9), E(17-7) 0.000333 93 10-9 91.13 6.3570 195-11 0.065 93 101-9 6 10-3 120 60.514 0.000333 4.444 94 0-6 91.13 6.3570 10-3 0.003 94 0-6 8 (See Notes) 81 10 140 64.961 2E(18'-O) 36-0 0.000065 1.517 95 4-0 91.13 8.3900 44-10 0.003 8 (See Notes) 475-6 150 66.481 4E(18-0), 4EE(9-0), P0(35-0) 143-0 0.000073 4.769 96 -14-0 91.13 7.9800 618-6 0.045 96 -14'-0 8 (See Notes) 83'5 140 71.295 E(18'-O), BFP(-8.000), S 54-0 0.000065 99 -14-0 91.13 8.3900 -5 137-5 3E(18'-O), ' 8.009 100.00 79.304 Hose Allowance At Source Total(Pt) Route I 99 191.13 202 31'-0 4.9 22.57 1 (See Notes) 1-5 150 21.221 Route2 ..... Sprinkler, E(7'-0), T(5'-0) 12-0 0.085110 -0.161 47 31-4 22.57 1.1010 13-5 1.139 47 31-4 11.17 11/4 (See Notes) 15'11 150 22.199 Flow (q) from Route 3 E(8'-O), Tr(1'-0) 91-0 0.056735 48 31-4 33.74 1.3940 24-11 1.413 48 31-4 23.45 11/4 (See Notes) 17'O 150 23.611 Flow (q) from Route 4 Tr(1'-0),T(6'-0) 7-0 0.150585 49 31'-4 57.18 1.3940 24-0 3.620 49 31-4 1% (See Notes) 20'10 150 27.231 3T(8'-O),Tr(l-O) 25'-0 0.045433 0.212 50 30-10 42.87 1.5980 4510 2.082 50 30'-10 II/ (See Notes) 146'4 150 29.526 12Tr(1'-O) 12-0 0.064463 45 30-10 36.15 1.3940 158-4 10.209 39.735 Total(Pt) Route 2 f .,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.61.0 4p 7/12/2017 11:11:34AM Page 7 Job Name: LLC H20 Remote Area Number: 4p Date: 7/12/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv.F Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting Pf Friction Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 F (Foot) (Q) Total Flow 00) Actual ID (Foot) Friction(Pf) 203 29-11 4.9 22.62 1 (See Notes) 4-2 150 21.303 ••••• Route 3..... Sprinkler, E(7'-O), T(5'-O) 12-0 0.085414 -0.629 51 31'-4 22.62 1.1010 16-2 1.377 51 _____ 31'-4 (See Notes) 11,-1 150 22.051 E(8-0),Tr(1'-O) 91-0 0.007336 47 31-4 11.17 1.3940 20'-1 0.147 22.199 Total(Pt) Route 3 204 29-11 4.9 23.45 1 (See Notes) 2'-9 150 22.895 ..... Route 4 ..... Sprinkler, E(7'-0), T(5-0) 12'-0 0.091304 -0.629 48 31-4 23.45 1.1010 14'-9 1.345 23.611 Total(Pt) Route 4 11 30-10 21.67 iv2 (See Notes) 9-2 150 46.181 . Route 5 ..... Flow (q) from Route 13 2E(9-0), T(8'-O) 26-0 0.003911 -0.212 33 31'-4 11.39 1.5980 35-2 0.138 33 31-4 114 (See Notes) 60'2 150 46.106 9Tr(1-0), E(8'-O), T(6-0) 23-0 0.002586 -0.001 32 31'-4 6.36 1.3940 83-2 0.215 32 31'-4 5.03 1% (See Notes) 9'2 150 46.320 Flow (q) from Route 10 E(9'-0), T(8'-0) 17'-0 0.003911 0.214 10 30-10 11.39 1.5980 26-2 0.102 10 30'-10 10.29 2 (See Notes) 13'8 150 46.636 Flow (q) from Route 11 T(10-0), Tr(2'-O) 12-0 0.004282 9 30-10 21.67 2.0030 25'-8 0.110 9 30'-10 2 (See Notes) 17'0 150 46.746 Tr(2'O) Tr(2-0),T(10'-0) 14-0 0.001239 8 30-10 11.08 2.0030 31'0 0.038 8 30-10 (See Notes) 83'8 150 46.784 2E(8-o), 11Tr(1-0), T(6'-O) 33'-0 0.007237 -0.213 39 31-4 11.08 1.3940 116-8 0.844 39 31-4 10.59 11/2 (See Notes) 611 150 47.415 Flow (q) from Route 12 E(9-o), P0(8-0) 17-0 0.012866 0.430 13 30-4 21.67 1.5980 22-11 0.294 48.139 Total(Pt) Route 5 (/,, © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.61.0 4p 7/12/2017 11:11:34AM Page 8 Job Name: LLC H20 Remote Area Number: 4p Date: 7/12/2017 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Dees Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 42 30-10 (See Notes) 176-11 150 29.392 ••••• Route 6..... 24Tr(1'-O), T(6'-O), 5E(8'-O), Z 70-0 0.034465 -0.214 44 31-4 25.77 1.3940 246'-11 8.509 37.687 Total(Pt) Route 6 50 30-10 1Y2 (See Notes) 8-0 150 29.526 ••••• Route 7••••• T(8'O) T(8'-O) 16-0 0.001473 43 30-10 6.72 1.5980 24-0 0.035 29.561 Total(Pt) Route 7 49 31-4 11/4 (See Notes) 23-10 150 27.231 Route ..... T(6'O) 4Tr(1'-0),T(6'-0) 16-0 0.011620 41 31-4 14.32 1.3940 39-10 0.463 27.694 Total(Pt) Route 8 51 31'-4 11/4 (See Notes) 1-0 150 22.051 ••••• Route 9•"•• Tr(1'-O) 0.007683 40 31-4 11.45 1.3940 2-0 0.015 22.066 Total(Pt) Route 9 33 31-4 iy4 (See Notes) 94'2 150 46.106 ••••• Route 1O•••• T(6'-O) 12Tr(1'-O), 2E(8-0) 34-0, 0.001678 -0.001 32 31'-4 5.03 1.3940 128-2 0.215 46.320 Total(Pt) Route 10 11 30-10 21.67 iy4 (See Notes) 60-2 150 46.181 ••"• Route 11•"• T(6'-O), Flow (q) from Route 13 6Tr(1'-O) 12-0 0.006303 10 30-10 10.29 1.3940 72'-2 0.455 46.636 Total(Pt) Route 11 9 30-10 11/4 (See Notes) 91-9 150 46.746 Route 12 ..... T(6'O) 2E(8-0), 13Tr(1-0), T(6-o) 41-0 0.006650 -0.213 39 31-4 10.59 1.3940 132-9 0.883 .47.415 Total(Pt) Route 12 46 30-10 2 (See Notes) 24-2 150 45.880 ..... Route 13•"•• T(100) 2E(11-0), 2Tr(2'-O), T(1 0'-O) 46-0 0.004282 11 30-10 21.67 2.0030 70'-2 0.301 46.181 Total(Pt) Route 13 , © M.E.P.CAD, Inc. T1jj AutoSPRlNKcA 12 02.0.61.0 4p 7/12/2017 11:11:34AM Page 9 Job Name: LLC H20 Remote Area Number: 4p Date: 7/12/2017 lEquivalent Pipe Lengths of Valves and Fittings Cr120.only) I IC Value Multiplier / ( Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 / = Factor Value Of Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.61.0 4p 7/12/2017 11:11:33AM Page 10 Hydraulic Calculations for Project Name: LLC H20 Location: ONE LEGOLAND DRIVE, CARLSBAD, CA 92008, Drawing Name: BROWLEG1R1 cad Calculation Date: 8/9/2017 Design Remote Area Number: KI Remote Area Location: KITCHEN Occupancy Classification: Ordinary Group I Density: 0.150gpm/ft2 Area of Application: 1500.00ft2 (Actual 1569.19ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 22 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 99 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 99: 681.90 @ 79.762 Water Supply Information: Name of Contractor: BROWNING FIRE PROTECTION, INC Address: 2335 ABALONE AVENUE, UNIT #110, TORRANCE, CA 90501 Phone Number: 310-212-0622 Name of designer: R Authority Having Jurisdiction: Notes: Automatic peaking results Left: 79.762 Right: 79.762 kO M.E.P.CAD, Inc. iAutoSPRINK® 12 02.0.61.0 Ki 8/9/201711:18:30AM Page 1 11000 8800 9900 4.400 6600 5500 7700 Flow - gpm ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 8/9/2017 11:18:32AM Paqe 2 0 40 Job Name: LLC H20 Remote Area Number: KI 100- 70 90 80 60 30 2a Water Supply Summary Sheet Node: 99 Static Pressure 87.300 681.90 @ 85.947 431.90 ()79.762 -'-f 681.90 with Hose Allowance at Source System demand curve 5725.00 @ 18.000 - _....11IJ.J.I.l.J.1.J'IIIIIIII 111111111 111111111 11111111 1111111 I I 1111111 _I I II I I I I I I I I I I I I Hydraulic Graph N 1.85 Date: 8/9/2017 1111Summary Of Outf lowing Devices Job Number bri KITCHEN Report Description: Ordinary Group I (1<1) Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) Sprinkler 101 19.00 19.00 5.6 11.511 Sprinkler 102 19.64 19.50 5.6 12.300 Sprinkler 103 20.04 19.50 5.6 12.801 Sprinkler 104 15.53 14.82 5.6 7.692 Sprinkler 105 20.11 19.50 5.6 12.902 Sprinkler 106 15.77 14.82 5.6 7.925 Sprinkler 107 20.42 19.50 5.6 13.301 Sprinkler 108 19.26 18.00 5.6 11.825 Sprinkler 109 17.16 14.82 5.6 9.391 Sprinkler 110 17.44 14.82 5.6 9.695 Sprinkler 111 17.55 14.82 5.6 9.823 Sprinkler 112 17.58 14.82 5.6 9.855 Sprinkler 113 21.80 19.50 5.6 15.150 Sprinkler 114 18.09 14.82 5.6 10.431 Sprinkler 115 18.22 14.82 5.6 10.585 Sprinkler 116 22.34 19.50 5.6 15.920 Sprinkler 117 22.83 19.50 5.6 16.619 Sprinkler 118 19.24 14.82 5.6 11.798 Sprinkler 119 23.89 19.50 5.6 18.205 Sprinkler 120 20.51 14.82 5.6 13.415 Sprinkler 121 22.48 16.20 5.6 16.115 Sprinkler 122 23.01 15.00 5.6 16.880 c> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. §1 AutoSPRlNK® 12 v12.0.61.0 8/9/2017 11:18:33AM Page 3 Job Name: LLC H20 Remote Area Number: Ki Date: 8/9/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 99 Water Supply 87.300 18.000 1 5725.00 85.947 681.90 79.762 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 53 10-3 9.635 54 10-3 10.551 55 8-0 16.419 56 10'-3 18.225 57 10-3 16.076 58 10-3 17.368 92 10-6 58.357 93 8-1 61.135 94 0-6 64.470 95 4-0 66.040 96 -14-0 71.608 99 -14-0 Supply 79.762 431.90 101 9-0 Sprinkler 11.511 19.00 102 8-0 Sprinkler 12.300 19.64 103 8-0 Sprinkler 12.801 20.04 104 8I0 Sprinkler 7.692 15.53 105 7-0 Sprinkler 12.902 20.11 106 8-0 Sprinkler 7.925 15.77 107 9-0 Sprinkler 13.301 20.42 1b.,© M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.61.0 8/9/2017 11:18:34AM Page 4 Job Name: LLC H20 Remote Area Number: KI Date: 8/9/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 108 8-0 Sprinkler 11.825 19.26 109 9-8 Sprinkler 9.391 17.16 110 9-0 Sprinkler 9.695 17.44 111 8-0 Sprinkler 9.823 17.55 112 9-0 Sprinkler 9.855 17.58 113 9-0 Sprinkler 15.150 21.80 114 9-0 Sprinkler 10.431 18.09 115 8-0 Sprinkler 10.585 18.22 116 9-0 Sprinkler 15.920 22.34 117 7-0 Sprinkler 16.619 22.83 118 9-0 Sprinkler 11.798 19.24 119 9-0 Sprinkler 18.205 23.89 120 9-0 Sprinkler 13.415 20.51 121 9-0 Sprinkler 16.115 22.48 122 9-0 Sprinkler 16.880 23.01 1 10-3 11.340 2 10-3 12.635 3 10-3 17.111 4 10-0 20.892 5 101-0 24.120 6 10-0 48.976 7 5-0 56.617 26 20'-4 10.602 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.61.0 8/9/2017 11:18:34AM Paqe 5 Job Name: LLC H20 Remote Area Number: Ki Date: 8/9/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (9pm) Notes 27 10'-3 20.240 28 10-3 20.356 29 10'-3 20.391 30 10'-3 20.780 31 20-4 10.080 32 20-4 4.625 33 20-4 6.250 34 20-4 7.513 35 20-4 8.584 36 8-0 12.653 37 10-3 13.587 38 10'-3 16.354 39 10-3 9.390 40 10-3 10.728 44 10-3 11.998 48 10'-3 13.708 51 10-3 15.541 52 10'-3 9.470 M.EP.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 8/9/2017 11:18:34AM Paqe 6 Job Name: LLC H20 Remote Area Number: KI Date: 8/9/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (P0 and shown as a negative value. Equiv. ((Foot) Fitting Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 101 91-0 5.6 19.00 1 (See Notes) 1-3 120 11.511 Routel ..... Sprinkler, E(2'-4) 2-4 0.102701 -0.535 1 10-3 19.00 1.0800 3'6 0.364 1 10'-3 1 (See Notes) 8'-11 120 11.340 E(2-0) 2-0 0.118351 2 10-3 19.00 1.0490 -11 1.295 2 10-3 20.11 1 (See Notes) 7-11 120 12.635 Flow (q) from Route 5 E(2-0) 2-0 0.450102 3 10-3 39.11 1.0490 9-11 4.476 3 10-3 22.83 1'/4 (See Notes) 73 120 17.111 Flow (q)from Route 17 T(6'-O) 6-0 0.277106 0.108 4 101-0 61.94 1.3800 3.673 4 10-0 45.49 (See Notes) 01 11 120 20.892 Flow (q) from Route 21 P0(8-0) 8-0 0.362250 5 10-0 107.43 1.6100 8'-li 3.227 5 101 0 324.47 3 (See Notes) 95-3 120 24.120 Flow (q) from Route 2 7LtE(6-9), P0(20-2) 67-2 0.153018 -0.000 6 10-0 431.90 3.2600 162-5 24.856 6 10-0 4 (See Notes) 28'11 120 48.976 4LtE(7'-11), CV(29'-O), BV(15'-10), PO(26'-4) 102-8 0.041580 2.168 7 5-0 431.90 4.2600 131'-8 5.474 7 5-0 4 (See Notes) 22'10 120 56.617 LtE(7-11), 2T(26'-4), BV(15'-lO) 76'4 0.041580 -2.384 92 10-6 431.90 4.2600 99-2 4.124 92 10'-6 6 (See Notes) 141'10 120 58.357 6Ee2(8'-10), T(37'-9), C(37-9), 2LtE(11-4) 150-11 0.005919 1.045 93 8'-1 431.90 6.3570 292-8 1.733 93 8'-1 6 7-7 120 61.135 0.005919 3.290 94 0-6 431.90 6.3570 0.045 94 0'-6 8 (See Notes) 9'7 140 64.470 2E(18'-O) 36'-0 0.001152 1.517 95 -3-0 431.90 8.3900 0.053 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 Ki 8/9/2017 11:18:36AM Page 7 Job Name: LLC H20 Remote Area Number: KI Date: 8/9/2017 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added . this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor ______________ Total(Pt) ________________ Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Friction(PO 95 -3-0 8 (1See Notes) 474'5 150 66.040 4E(18'-O), 4EE(9-0), P0(35-0) 143'-0 0.001294 4.769 96 -14'-0 431.90 7.9800 617'-5 0.799 96 -14-0 8 (See Notes) 80'6 140 71.608 3E(18'-O), BFP(-8.000), S 54'0 0.001152 -0.001 99 -14-0 431.90 8.3900 134-6 8.155 250.00 79.762 Hose Allowance At Source Total(Pt) Route I 99 681.90 102 8-0 5.6 19.64 1 (See Notes) 20-0 120 12.300 Route ..... Sprinkler, 2E(2'-O),T(5'-O) 9-0 0.125826 -5.344 26 20-4 19.64 1.0490 29-0 3.646 26 20-4 106.36 2 (See Notes) 16'7 120 10.602 Flow (q) from Route 3 2E(5'-O), P0(10-0) 20-0 0.144089 4.371 27 10-3 126.00 2.0670 36-7 5.267 27 10-3 3 7-4 120 20.240 0015666 28 10'-3 12600 32600 0.115 28 10-3 96.14 3 0'-lO 120 20. 356 Flow (q) from Route 9 0.044725 29 10-3 222.14 3.2600 -10 0.036 29 10-3 23.89 3 7-2 120 20. 391 Flow (q) from Route 19 0.054029 30 10-3 246.03 3.2600 7-2 0.389 30 10'-3 78.43 3 (See Notes) 22'5 120 20.780 Flow (q) from Route 7 2LtE(6'-9) 13-5 0.090147 0.108 5 10-0 324.47 3.2600 35-10 3.231 24.120 Total(Pt) Route 2 103 8-0 5.6 20.04 1 (See Notes) 13'-1 120 12.801 Route 3 ..... Sprinkler, E(2 0) T(5 0) 7-0 0.130560 -5.344 31 20-4 2004 1.0490 20'-1 2.623 31 20-4 86.32 1 1-6 120 10.080 Flow (q) from Route 4 0.355594 26 20-4 106.36 1.6100 1-6 0.522 ©M.E.P.CAD, Inc. AutoSPRlNK®12v12.O.61.O Ki 8/9/2017 11:18:36AM Page 8 Job Name: LLC H20 Remote Area Number: K1 Date: 8/9/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fiftin & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value, Fitting (Foot) Pf Friction Loss Per Unit p Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 10.602 Total(Pt) Route 3 104 8'-0 5.6 15.53 1 (See Notes) 18'-11 120 7.692 ..... Sprinkler, 2E(2'-0), T(5'-0) , 9-0 0.081514 -5.344 32 20-4 15.53 1.0490 27-11 2.276 32 20'-4 15.77 1 5-5 120 4.625 Flow (q) from Route 6 0.297957 33 20'-4 31.30 1.0490 5-5 1.625 33 20-4 17.55 7-1 120 6.250 .Route4 Flow (q) from Route 11 0.178571 34 20-4 48.85 1.3800 7-1 1.263 34 20-4 18.22 7-1 120 7.513 Flow (q) from Route 15 0.151516 35 20-4 67.07 1.6100 7-1 1.071 35 20'-4 19.26 1h/2 6-2 120 8.584 Flow (q) from Route 8 0.241692 31 20'-4 86.32 1.6100 6-2 1.496 10.080 Total(Pt) Route 4 105 7-0 5.6 20.11 1 (See Notes) 1-0 100 12.902 •••• Route 5 ..... Sprinkler 0.184277 -0.434 36 8-0 20.11 1.0490 1-0 0.184 36 8'-0 1 (See Notes) 2'3 120 12.653 T(5'-O 5-0 0.131518 -0.970 2 10'-3 20.11 1.0490 7-3 0.952 12.635 Total(Pt) Route 5 106 8-0 5.6 15.77 1 (See Notes) 15-5 120 7.925 "" Route 6" Sprinkler, 2E(2'-O), T(5'-O) 9-0 0.083795 -5.344 32 20-4 15.77 1.0490 24'-5 2.043 4.625 Total(Pt) Route 6 107 9-0 5.6 20.42 1 (See Notes) 1'3 120 13.301 ••••• Route 7••••• Sprinkler, T(5'-9) 5-9 0.117386 -0.535 37 10'-3 20.42 1.0800 7-0 0.821 © M.E.P.CAD, Inc. ( AutoSPRINK® 12 v12.0.61.0 Ki 8/9/2017 11:18:36AM Page 9 Job Name: LLC H20 Remote Area Number: K1 Date: 8/9/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pf) and shown as a negative value. Fitting (Foot) Loss Per Unit Pf Friction (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) Friction(Pf) 37 10'-3 35.67 12'-0 120 13.587 Flow (q) from Route 12 0230609 38 10'-3 56.09 1.3800 12-0 2.767 38 10-3 22.34 11/4 (See Notes) 4'4 120 16.354 Flow (q) from Route 16 P0(6-0) 6-0 0.428814 30 10-3 78.43 1.3800 10-4 4.426 20.780 Total(Pt) Route 7 108 8-0 5.6 19.26 1 (See 1 Notes) 12-4 120 11.825 ••"• Route 8••••• Sprinkler, T(5'-O) 5-0 0.121334 -5.344 35 20-4 19.26 1.0490 17-4 2.102 8.584 Total(Pt) Route 8 109 9'-8 5.6 17.16 1 (See Notes) 0-7 120 9.391 . Route 9 ..... Sprinkler, E(2'-4) 2'4 0.085075 -0.245 39 10-3 17.16 1.0800 2'-10 0.244 39 10'-3 (See Notes) 11'8 120 9.390 E(2'-O) 2-0 0.098039 40 10-3 17.16 1.0490 13-8 1.338 40 10'-3 17.44 1 3'-6 120 10.728 Flow (q) from Route 10 0.358695 44 10'-3 34.60 1.0490 3-6 1.270 44 10-3 19.24 1 8-0 120 11.998 Flow (q) from Route 18 0.213740 48 10'-3 53.83 1.3800 8-0 1.710 48 10-3 20.51 iv2 101 0 120 13.708 Flow (q) from Route 20 0.183324 51 10-3 74.34 1.6100 10-0 1.833 51 10'-3 21.80 iv2 (See Notes) 8'4 120 15.541 Flow (q) from Route 13 P0(8-0) 8-0 0.294980 28 10'-3 96.14 1.6100 16'4 4.815 20.356 Total(Pt) Route 9 110 91-0 5.6 17.44 1 (See Notes) 1-3 120 9.695 Route 10 ..... Sprinkler, E(2'-4) ,2-4 0.087618 -0.535 52 10-3 17.44 1.0800 3'-6 0.310 ,©M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.61.0 Ki 8/9/2017 11:18:36AM Page 10 Job Name: LLC H20 Remote Area Number: Ki Date: 8/9/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step W Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(PI) 52 10'-3 1 (See Notes) 5-6 120 9.470 E(2'-O), T(5'-O) 7-0 0.100969 40 10-3 17.44 1.0490 12-6 1.258 10.728 Total(Pt) Route 10 111 81-0 5.6 17.55 1 (See Notes) 12'4 120 9.823 Route Sprinkler, 1(5-0) 5-0 0.102199 -5.344 33 20'-4 17.55 1.0490 17-4 1.771 6.250 Total(Pt) Route 11 112 9-0 5.6 17.58 1 (See Notes) 1-3 120 9.855 Route 12 ..... Sprinkler, E(2'-4) 2-4 0.088955 -0.535 53 10'-3 17.58 1.0800 3'6 0.315 53 10-3 1 (See Notes) 61 11 120 9.635 E(2'-O) 0.102510 54 10-3 17.58 1.0490 0.917 54 10'-3 18.09 1 8-0 120 10.551 Flow (q) from Route 14 0.379448 37 10'-3 35.67 1.0490 8-0 3.036 13.587 Total(Pt) Route 12 113 91-0 5.6 21.80 1 (See Notes) 1-3 120 15.150 Route 13 ..... Sprinkler, T(5'-9) 6-9 0.132406 -0.535 51 10'-3 21.80 1.0800 7-0 0.926 15.541 Total(Pt) Route 13 114 91-0 5.6 18.09 1 (See Notes) 1'3 120 10.431 .Route 14 ..... Sprinkler, T(5'-9) 5-9 0.093749 -0.535 54 10'-3 18.09 1.0800 7•0 0.656 10.551 Total(Pt) Route 14 115 8'-0 5.6 18.22 1 (See Notes) 13-9 120 10.585 . Route 15 ..... Sprinkler, E(2'-0), T(5'-0) 7, -0 0.109512 -5.344 34 20'-4 18.22 1.0490 201-9 2.271 7.513 Total(Pt) Route 15 116 91-0 5.6 22.34 1 (See Notes) 1-3 120 15.920 .Route 16 ..... Sprinkler, T(5'-9) , 5 -9 0.138617 -0.535 38 10'-3 22.34 1.0800 7'-O 0.970 ,©M.E.P.CAD, Inc. ;AutoSPRlNK®12v12.0.61.0 Ki 8/9/2017 11:18:36AM Page 11 Job Name: LLC H20 Remote Area Number: Ki Date: 8/9/2017 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this Step q Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Friction Pf Loss Per Unit Si Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 16.354 Total(Pt) Route 16 117 7-0 5.6 22.83 1 (See Notes) 1-0 100 16.619 •••" Route 17..... Sprinkler 0.232905 -0.434 55 8-0 22.83 1.0490 1-0 0.233 55 8'-0 1 (See Notes) 3'0 120 16.419 E(2'-0), T(5'-0) 7-0 0.166224 -0.964 3 10-3 22.83 1.0490 1.657 17.111 Total(Pt) Route 17 118 9-0 5.6 19.24 1 (See Notes) 1-3 120 11.798 . Route 18 ..... Sprinkler, T(5'-9) 5-9 0.105064 -0.535 44 10-3 19.24 1.0800 7'O 0.735 11.998 Total(Pt) Route 18 119 91-0 5.6 23.89 1 (See Notes) 1-3 120 18.205 .Route 19 ..... Sprinkler, E(2'-4) 2-4 0.156927 -0.535 56 10-3 23.89 1.0800 3'-6 0.556 56 10-3 1 (See Notes) 2'0 120 18.225 T(5'-O), P0(5-0) 101-0 0.180840 29 10-3 23.89 1.0490 12-0 2.167 20.391 Total(Pt) Route 19 120 91-0 5.6 20.51 1 (See Notes) 1-3 120 13.415 .Route 20 ..... Sprinkler, T(5'-9) 5-9 0.118319 -0.535 48 10'-3 20.51 1.0800 7-0 0.828 13.708 Total(Pt) Route 20 121 91-0 5.6 22.48 1 (See Notes) 1-3 120 16.115 21 ..... Sprinkler, E(2'-4) 2-4 0.140188 -0.535 57 10'-3 22.48 1.0800 3'-6 0.496 57 10-3 1 8-0 120 16.076 .Route 0.161550 58 10-3 22.48 1.0490 8-0 1.292 58 10-3 23.01 1 (See Notes) 3'9 120 17.368 Flow (q) from Route 22 E(2'-O) , 2-0 0.595085 0.108 4 10-0 45.49 1.0490 3.416 20.892 Total(Pt) Route 21 (,© M.E.P.CAD, Inc. :)AutospRlwK® 12 02.0.61.0 Ki 8/9/2017 11:18:36AM Page 12 Job Name: LLC H20 Remote Area Number: KI Date: 8/9/2017 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pt Friction Elev(Pe) (q) Length) Fixed Pressure Losses, when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable, are added directly Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (psi) to (Pt) and shown as a (Foot) (Foot) negative value. 122 9-0 5.6 23.01 1 (See 1-3 120 16.880 ..... Route 22..... Notes) Sprinkler, 5-9 -0.535 58 10'-3 23.01 1.0800 0.146331 T(5-9) 7-0 1.024 17.368 Total(Pt) Route 22 ,©M.E.P.CAD, Inc. ill AutoSPRINK®12v12.O.61.O Ki 8/9/2017 11:18:36AM Page 13 Job Name: LLC H20 Remote Area Number: Ki Date: 8/9/2017 IEquiva1ent Pipe Lengths of Valves and Fittings (Cr120 only) I I Value Multiplier / Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 / = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AnqV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4* Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. LIll AutoSPRlNK®12v12.0.61.0 Ki 8/9/2017 11:18:36AM Page 14 Hydraulic Calculations for Project Name: LLC H20 Location: ONE LEGOLAND DRIVE, CARLSBAD, CA 92008, Drawing Name: BROWLEG3RI cad Calculation Date: 7/12/2017 Design Remote Area Number: 3 Remote Area Location: GUEST ROOM Occupancy Classification: Light Hazard Density: 0.100gpmlft2 Area of Application: 600.00ft2 (Actual 320.28ft2) Coverage per Sprinkler: 225.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/Agpm at Node: N/A Hose Streams: 100.00 at Node: 99 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 99: 191.69 @79.834 Water Supply Information: Name of Contractor: BROWNING FIRE PROTECTION, INC Address: 2335 ABALONE AVENUE, UNIT #110, TORRANCE, CA 90501 Phone Number: 310-212-0622 Name of designer: R Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: 79.834 kO M.E.P.CAD, Inc. i' ilk AutoSPRINK® 12 02.0.61.0 3 7/12/201711:10:18AM Page 1 3000 2400 2700 1200 1800 1500 2100 Flow - gpm ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 7/12/2017 11:10:20AM Paqe 2 U) 50 Job Name: LLC H20 Remote Area Number: 3 100- 90 80 70 PA 60 40 30 to Available Supply. Static Pressure 87.300 191.69 87.294f _____ ____________ . _________________ ____________________ _________________ Water Supply Summary Sheet Node: 99 570.00 @ 87.000 91.69c79.834 191.69 with Hose Allowance at Source -Z 3ystem demand c ve_______ ___________ L.LLIIIIII 111111111 111111111 111111111 1111111 I 111111111 1111.1 I I I I I I I I Hydraulic Graph N 1.85 Date: 7/12/2017 1111SU MMM Of Outfiowing Devices Job Number: bri - LEG3 Report Description: Light Hazard (3) Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) Sprinkler 101 22.50 22.50 4.9 21.085 Sprinkler 102 22.62 22.50 4.9 21.311 Sprinkler 103 22.78 22.50 4.9 21.609 Sprinkler 104 23.79 22.50 4.9 23.567 c' Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. ill AutoSPRINK® 12 v12.0.61.0 7/12/2017 11:10:21AM Page 3 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 99 Water Supply 87.300 87.000 1 1570.00 87.294 191.69 79.834 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 99 -14-0 Supply 79.834 91.69 101 29-11 Sprinkler 21.085 22.50 102 31-0 Sprinkler 21.311 22.62 103 29-11 Sprinkler 21.609 22.78 104 29-11 Sprinkler 23.567 23.79 1 31-4 22.214 2 31-4 22.283 3 31-4 24.325 4 31-4 28.263 5 31-4 28.615 6 30-10 30.164 7 30-10 41.983 8 30-10 43.257 9 30-10 43.979 10 30-10 44.614 11 30-10 46.462 12 30'-4 48.599 13 30'-4 48.625 14 26-9 53.792 (,© M.E.P.CAD, Inc. t'E( AutoSPRINK® 12 v12.0.61.0 7/12/2017 11:10:22AM Paqe 4 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 21 31-4 22.225 22 30-10 34.779 23 30-10 35.723 24 30-10 38.386 25 30-10 38.969 26 30-10 40.539 27 30-10 41.134 28 30-10 34.664 29 30-10 34.699 30 31-4 34.466 31 31-4 34.473 32 31-4 44.926 33 31-4 45.724 34 30-10 30.390 35 30-10 29.928 36 30-10 30.138 37 30-10 30.392 38 31-4 39.849 39 31-4 47.000 92 10-9 60.977 93 10-9 61.043 94 0-6 65.490 95 -3'-0 67.011 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 7/12/2017 11:10:22AM Paqe 5 'Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 96 -14-0 71.825 (,© M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.61.0 7/12/2017 11:10:22AM Paqe 6 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting F Pf Friction Elev(Pe) (q) E Length) Fixed Pressure Losses, when Elev 2 Total Flow Length Loss Per Unit applicable, are added directly Node 2 (Foot) (Q) Actual ID (Foot) Total (psi) Friction(Pf) to (P1) and shown as a (Foot) negative value. 101 29-11 4.9 22.50 1 (See 8-9 150 21.085 "" Route l ..... Notes) Sprinkler, 12-0 -0.629 1 31-4 22.50 1.1010 0.084606 E(7'-0), T(5'-0) 20-9 1.758 1 31-4 114 (See 6'4 150 22.214 11-0 Notes) 2 31-4 12.85 1.3940 0.009514 Tr(1'-O) 0.070 2 31-4 22.62 1% (See 1610 150 22.283 Notes) Flow (q) from Route 2 17'-0 3 31-4 35.47 1.3940 0.062244 2E(8'-O),Tr(l'-O) 32-10 2.041 3 31-4 23.79 1% (See 17'6 150 24.325 Notes) Flow (q) from Route 4 7'O 4 31-4 59.26 1.3940 0.160845 Tr(1'-0),T(6'-0) 24'-6 3.939 4 31-4 11/4 (See 23'-7 150 28.263 Notes) T(6'O) 16' 0 5 31-4 12.39 1.3940 0.008889 4Tr(1'-0)T(6'-0) 0.352 5 31-4 32.43 1Y2 (See 10,-1 150 28.615 Flow (q) from Route 3 17-0 0.212 Notes) 6 30-10 44.81 1.5980 0.049325 E(9'-O), 1(8-0) 27'-1 1.336 6 30-10 iv4 (See 3265 150 30.164 115-0 -0.000 Notes) 7 30'-110 22.51 1.3940 0.026834 39Tr(1'-O), 8E(8'-O), 2Z, 440'-5 11.819 21(6-0) 7 30-10 69.18 2 (See 7'8 150 41.983 Notes) Flow (q) from Route 5 13-0 8 30-10 91.69 2.0030 0.061722 Tr(2'-O), E(11'-O) 20'-8 1.274 8 30'-10 2 (See 17'0 150 43.257 Notes) Tr(2'-O) 4-0 9 30-10 66.82 2.0030 0.034377 Tr(2'-O) 21'-0 0.722 9 30-10 2 (See 13'8 150 43.979 Notes) Tr(2'O) 24-0 10 30'-10 45.45 2.0030 0.016852 Tr(2'-O), 2T(10'-O) 37-8 0.635 10 30-10 1 1114 (See 60'2 150 44.614 Notes) T(6' O) 12-0 11 30 10 21 95 1 3940 0 025603 6Tr(1 0) 72'-2 1.848 ,©M.E.P.CAD, Inc. LAutoSPRlNK®12v12.0.61.0 3 7112/2017 11:10:24AM Page 7 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E • Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting F Pt Friction LOSS Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 11 30-10 23.51 2 (See Notes) 40'11 150 46.462 Flow (q) from Route 8 4Tr(2'-O), 5E(11'-O), T(11 0'-0) 73'-0 0.016852 0.217 12 30'-4 45.45 2.0030 113'-11 1.920 12 30-4 2 1-6 120 48.599 0017753 13 30-4 4545 21570 V-6 0.026 13 30-4 46.23 2 (See Notes) 14'11 120 48.625 Flow (q) from Route 13 2LtE(3 8) CV(13 6) BV(7 5) P0(12-4) 40-7 0065022 1.556 14 26'-9 9169 21570 56-6 6 3.610 14 26-9 4 (See Notes) 41'11 120 53.792 Z, E(13'-2), LtE(7'-11), BV(15-10), T(26'-4) 63-2 0.002364 6.936 92 10-9 91.69 4.2600 105-2 0.249 92 10-9 6 (See Notes) 140'7 120 60.977 P0(379) E(17'-7) 0000337 93 109 9169 63570 19511 0.066 93 10-9 6 10'-3 120 61.043 0.000337 4.444 94 0-6 91.69 6.3570 10'-3 0.003 94 0-6 8 (See Notes) 8'10 140 65.490 2E(18-0) 36-0 0.000066 1.517 95 4-0 91.69 8.3900 44'-lO 0.003 95 -3'-0 8 (See Notes) 475'6 150 67.011 4E(18'-O), 4EE(9'-O), P0(35-0) 143-0 0.000074 4.769 96 -14-0 91.69 7.9800 618-6 0.046 96 -14-0 8 (See Notes) 83'5 140 71.825 3E(18'-O), BFP(-8.000), S 54-0 0.000066 99 -14-0 91.69 8.3900 137-5 8.009 100.00 79.834 Hose Allowance At Source Total(Pt) Route I _________ ____________ 99 191.69 102 31'-0 4.9 22.62 1 (See Notes) 1'3 150 21.311 Route 2•••• Sprinkler, E(7'-o), T(5-0) 12'-0 0.085445 -0.161 2 31-4 22.62 1.1010 13-3 1.133 22.283 Total(Pt) Route 2 ,©M.E.P.CAD, Inc. jAutoSPRlNK®12v12.0.61.0 3 7/12/2017 11:10:24AM Page Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQand shown as a negative_value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 103 29-11 4.9 22.78 1 (See Notes) 2-5 150 21.609 ••••• Route 3 ..... Sprinkler, E(7'-O), T(5'-O) 12-0 0.086548 -0.629 21 31-4 22.78 1.1010 14-5 1.245 21 31-4 9.65 114 (See Notes) 88'3 150 22.225 Flow (q) from Route 23 11Tr(1'-O), 2E(8'-O), T(6'-O) 33,-0 0.052719 5 31'-4 32.43 1.3940 121-3 6.391 28.615 Total(Pt) Route 3 104 29-11 4.9 23.79 1 (See Notes) 2'-9 150 23.567 ••.•• Route 4••••• Sprinkler, E(7'-O), T(5'-O) 12-0 0.093779 -0.629 3 31-4 23.79 1.1010 14'-9 1.387 24.325 Total(Pt) Route 4 22 30-10 14.89+ 15.45 11/2 (See Notes) 22-4 150 34.779 Route5 ..... Flow (q) from Route 6 and 20 Tr(1'-O), 2T(8'-O) 17'-0 0.023968 0.001 23 30-10 30.34 1.5980 39-4 0.944 23 30-10 17.66 114 (See Notes) 21'5 150 35.723 Flow (q) from Route 10 3Tr(1'-O) 3-0 0.108910 24 30'-10 48.00 1.3940 24-5 2.663 24 30-10 11% (See N Notes) 8'10 150 38.386 Tr(1'O) 1,-0 0.059228 25 30'- 10 34.53 1.3940 9-10 0.583 25 30-10 1/4 (See Notes) 57'11 150 38.969 Tr(1'-O) 5Tr(1-0) 6-0 0.024573 26 30-10 21.46 1.3940 63-11 1.570 26 30-10 26.53 2 (See Notes) 14'11 150 40.539 Flow (q) from Route 12 E(11-0), 3Tr(2'-O) 17-0 0.018640 27 30'-10 48.00 2.0030 31-11 0.595 27 30-10 21.18 2 __ (See Notes) 17'2 150 41.134 Flow (q) from Route 9 3Tr(2-0) 6-0 0.036652 7 30-10 69.18 2.0030 23-2 0.849 41.983 Total(Pt) Route 28 30'- 10 14.89 11/2 (See Notes) 6-8 150 34.664 Route ..... Flow (q) from Route 11 1,-0 0.004616 0.000 29 30'-10 12.45 1.5980 7-8 Tr(1'-O) 0.035 ,©M.E.P.CAD, Inc. ill AutosPRINK12v12.0.61.0 3 7/12/2017 11:10:24AM Page 9 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a negative value. Fitting (F Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(PO 29 30-10 2.43 11/2 (See Notes) 10'5 150 34.699 Flow (q) from Route 7 2Tr(1'-0) 2-0 0.006421 0.000 22 30'- 10 14.89 1.5980 12-5 0.080 34.779 Total(Pt) Route 6 28 30'-10 14.89 11/2 (See Notes) 22-9 150 34.664 ••••• Route 7•"•• Flow (q) from Route 11 Tr(1'-O), 2T(8'-O), 3E(9-0) 44'-0 0.000225 -0.213 30 31-4 2.43 1.5980 66'-9 0.015 30 31-4 11/4 (See Notes) 191 9 150 34.466 4Tr(1-0), T(6'-O) 10-0 0.000186 0.001 31 31-4 1.53 1.3940 29-9 0.006 31 31'-4 0.90 1y4 (See Notes) 9-8 150 34.473 Flow (q) from Route 18 2Tr(1 0) 2E(8 0) T(6 0) 24-0 0.000437 0.212 29 30 10 243 1 3940 33 8 0 015 34.699 Total(Pt) Route 7 10 30'-10 1 Y2 (See Notes) 9-2 150 44.614 Route ..... E(9'-O), E(8'-O), T(8'-O) 26-0 0.014951 -0.214 32 31'-4 23.51 1.5980 35-2 0.526 32 31-4 11/4 (See Notes) 60'2 150 44.926 9Tr(1-0), T(6'-O) 15-0 0.010600 0.001 33 31-4 13.62 1.3940 75-2 0.797 33 31'-4 9.88 iy2 (See Notes) 9'2 150 45.724 Flow (q) from Route 14 2E(9-o), T(8'-O) 26'-O 0.014951 0.212 11 30-10 23.51 1.5980 35-2 0.526 46.462 Total(Pt) Route 8 6 30'- 10 11/4 (See Notes) 2-7 150 30.164 Route ..... T(6-0) 6-0 0.026385 34 30-10 22.30 1.3940 8-7 0.226 34 30'- 10 114 (See Notes) 3462 150 30.390 3T(6'-0),45Tr(1-0), 5E(8'-O) 103'-O 0.023973 27 30-10 21.18 1.3940 448-2 10.744 41.134 Total(Pt) Route 9 (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.61.O 3 7/12/2017 11:10:24AM Page 10 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Friction Pf Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 35 30-10 46.87 4-1 150 29.928 Route lO .... . Flow (q) from Route 22 0.051399 36 30 10 31.98 1.3940 4-1 0.210 36 30-10 11/a (See Notes) 81 9 150 30.138 Tr(1'-O) Tr(1 0) T(6 0) 8-0 0015162 37 30'-10 1653 13940 169 0.254 37 30'-10 1.13 11/4 (See Notes) 2653 150 30.392 Flow (q)from Route 19 22Tr(1'-O), 3E(8'-O) 46,-0 0.017128 -0.000 23 30'-10 17.66 1.3940 311'3 5.331 35.723 Total(Pt) Route 10 35 30'- 10 46.87 11h (See Notes) 280'-4 150 29.928 Route 11 ..... Flow (q) from Route 22 39Tr(1'-O), 21(6-0), 6E(8'-O) 99-0 0.012488 -0.001 28 30-10 14.89 1.3940 379'-4 4.737 34.664 Total(Pt) Route 11 38 31-4 13.07+ 13.47 11/2 (See Notes) 9-6 150 39.849 Route 12 ..... Flow (q) from Route 16 and 17 2T(8'-O) 16-0 0.018706 0.214 26 30'-10 26.53 1.5980 25'-6 0.477 40.539 Total(Pt) Route 12 39 31'-4 24.86+21.37 11/2 (See Notes) 611 150 47.000 Route 13 ..... Flow (q) from Route 15 and 21 E(9'-O), P0(8-0) 17-0 0.052254 0.430 13 30-4 46.23 1.5980 22-11 1.195 .48.625 Total(Pt) Route 13 32 31-4 1% (See Notes) 94-2 150 44.926 '•• Route 14••• • E(8'-O), T(6'O) 12Tr(1'-O), 2E(8'-O) 42-0 0.005852 0.001 33 31-4 9.88 1.3940 136'-2 0.797 45.724 Total(Pt) Route 14 8 30-10 11/4 (See Notes) 83-8 150 43.257 Route 15 ..... T(6'O) 2E(8'-O), 11Tr(1'-O), 1(6-0) 39-0 0.032258 -0.213 39 31-4 24.86 1.3940 122-8 3.956 .47.000 Total(Pt) Route 15 25 30'-lO 1% (See Notes) N 67-5 150 38.969 Route 16 ..... T(6'-O) 10Tr(1-0), 2E(8'-O), 21(6-0), Z 44-0 0.009814 -0.214 38 31'-4 13.07 1.3940 111'-5 1.094 © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 3 7/12/2017 11:10:24AM Page 11 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 39.849 Total(Pt) Route 16 24 30-10 114 (See Notes) 110-8 150 38.386 Route 17•••• T(6'-O) 15Tr(1'-O), 3E(8'-0), T(6'-0) 511-0 0.010372 -8 -0.214 38 31'-4 13.47 1.3940 161 1.677 39.849 Total(Pt) Route 17 30 31-4 11/4 (See Notes) 54-3 150 34.466 Route 18 ..... T(6'O) 5Tr(1'-O), E(8'-O), T(6-0) 25'-0 0.000070 0.001 31 31'-4 0.90 1.3940 79'-3 0.006 34.473 Total(Pt) Route 18 34 30-10 114 (See Notes) 8-2 150 30.390 Route 19 ..... T(6'O) Tr(1'-0),T(6'-0) 13'-0 0.000105 37 30-10 1.13 1.3940 21-2 0.002 30.392 Total(Pt) Route 19 36 30'-10 (See Notes) 266-11 150 30.138 Route 2O..... T(6'-O) 2T(6'-O), 38Tr(1'-O), 3E(8'-O) 80-0 t I 0.013379 -0.001 22 30-10 15.45 1.3940 346-11 4.642 34.779 Total(Pt) Route 20 9 30'- 10 11/4 (See Notes) 911-9 J 150 43.979 Route 21•"•• T(6'-O) 2E(8'-O), 13Tr(1'-O), T(6'-O) 41-0 I I 0.024372 -0.213 39 31-4 21.37 1.3940 132'-9 3.234 47.000 Total(Pt) Route 21 4 31-4 (See Notes) 101I T 150 28.263 Route 22 ..... E(9'-O), T(8'-O) 17-0 t 0.053595 0.212 35 30-10 46.87 1.5980 27-1 1.452 29.928 Total(Pt) Route 22 1 31-4 114 (See Notes) 1-0 150 22.214 "•• Route 23•"•• Tr(1'-O) 1-0 0005598 21 31-4 9.65 1.3940 2-0 0.011 22.225 Total(Pt) Route 23 ,© M.E.P.CAD, Inc. ill AutoSPRlNK® 12 02.0.61.0 3 7/12/2017 11:10:24AM Page 12 Job Name: LLC H20 Remote Area Number: 3 Date: 7/12/2017 Equivalent Pipe Lengths of Valves and FiI1ino C=12fl onRj I Jc \falue Multiplier / I ' Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 1 / = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee Q Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run I U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNJK® 12 v12.0.61.0 3 7/12/2017 11:10:24AM Page 13 Hydraulic Calculations for Project Name: LLC H20 Location: ONE LEGOLAND DRIVE, CARLSBAD, CA 92008, Drawing Name: BROWLEGSPcaIcR1.cad Design Remote Area Number: Manually Flowing Remote Area Location: NA Occupancy Classification: NA Calculation Date: 8/8/2017 Density: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: NA No. of sprinklers calculated: 0 Type of System: NA Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 98 Type: Allowance at Source 250.00 at Node: 3 Type: Hose 250.00 at Node: I Type: Hose 250.00 at Node: 5 Type: Hose 250.00 at Node: 9 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 98: 1000.00 @ 161.437 Water Supply Information: Name of Contractor: BROWNING FIRE PROTECTION, INC Address: 2335 ABALONE AVENUE, UNIT #110, TORRANCE, CA 90501 (310) 212-0622 Phone Number: 310-212-0622 Name of designer: R Authority Having Jurisdiction: Notes Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. [AutoSPRINK® 12 v12.0.61.0 Manually Flowinç 8/8/2017 1:30:05PM Page 1 N/A Hydraulic Graph Job Name: LLC H20 N 1.85 Remote Area Number: Manually Flowing Date: 8/8/2017 200- Water Supply Summary Sheet vaiIable Supply Static Pressure 162.000 1000.00 Q 161.43 1000.00 @ 161.500 160— 100000l 161.500 140 120 -z 100---- - System demand curve 80—-_____ 11/________________ 20--7-- / 0.... j!j.I.I.I.I.I.I.jIIIlIIIII 111111111 111111111 11111111 11111111 III_I_I_I_I_I_I I_I_I_I_I_I I_I_I_I_I_I_I_I_I 0200 400 600 800 1000 1200 1400 1600 1800 2000 Flow - gpm 'M© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 8/8/2017 1:30:07PM Page 2 H ISummary Of Outfiowing Devices Job Number brl Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 1 250.00 250.00 25 100.000 Hose 3 250.00 250.00 25 100.449 Hose 5 250.00 250.00 25 115.074 Hose 9 250.00 250.00 25 114.235 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 8/8/2017 1:30:08PM Page 3 Job Name: LLC H20 Remote Area Number: Manually Flowing Date: 8/8/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 98 Water Supply 162.000 161.500 1 1000.00 161.500 1000.00 161.437 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 34'-6 Hose 100.000 250.00 Hos 3 33-6 Hose 100.449 250.00 Hos 5 34'-6 Hose 115.074 250.00 Hos 9 33-6 Hose 114.235 250.00 Hos 98 -8-0 Supply 161.437 1000.00 2 34-6 102.746 4 33-6 103.195 6 34'-6 117.775 7 34-6 Hose 100.000 Hos 10 33-6 116.981 39 8-1 149.960 82 101-9 128.069 83 10-9 127.307 84 10-9 128.121 85 10-9 130.224 86 10-9 128.828 87 10-9 129.900 88 10-9 118.718 89 10-9 115.734 1&© M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.61.0 8/8/2017 1:30:10PM Paqe 4 Job Name: LLC H20 Remote Area Number: Manually Flowing Date: 8/8/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 90 10-9 146.378 92 10-9 141.302 94 0-6 153.463 95 -3'-0 155.224 97 -14-0 163.190 IM.,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.61.0 8/8/2017 1:30:10PM Page 5 Job Name: LLC H20 Remote Area Number: Manually Flowing Date: 8/8/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a negative value. Fitting F Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1 34-6 250.00 2% (See Notes) 01 9 120 100.000 Route ..... Hose(-1 00.000) P0(12-0) 12-0 0.215409 -0.000 2 34-6 250.00 2.4690 12-9 2.746 2 34-6 4 1-0 120 102.746 0.015122 0.434 4 33-6 250.00 4.2600 1.0 0.015 4 33-6 250.00 4 (See Notes) 22'9 120 103.195 Flow (q) from Route 2 T(26'-4) 26-4 0.054516 9.863 89 10-9 500.00 4.2600 491-1 2.676 89 10-9 4 (See Notes) 32'10 120 115.734 BV(16'-9), LtE(8-4) 25-1 0.051504 88 101-9 500.00 4.3100 57'11 2.984 88 10-9 4 (See Notes) 150'6 120 118.718 E(13'-2), LtE(7-11) 21'-1 0.054516 82 10-9 500.00 4.2600 171-7 9.352 82 10-9 6 6-8 120 128.069 0.007761 84 101-9 500.00 6.3570 6-8 0.052 84 10-9 250.00 6 (See Notes) 96'11 120 128.121 Flow (q) from Route 3 LtE(11'-4) 11-4 0.016432 87 10-9 750.00 6.3570 108'-3 1.779 87 10-9 6 (See Notes) 191 9 120 129.900 z 0.016432 85 101-9 750.00 6.3570 19-9 0.324 85 10-9 250.00 6 (See Notes) 232'6 120 130.224 Flow (q) from Route 4 81-tE(11-4), 4Ee2(8'-10), T(37'-9) 163-5 0.027978 92 101-9 1000.00 6.3570 r395'-11 11.077 92 101-9 6 (See Notes) 108'6 120 141.302 4Ee2(8'-10), PO(37'-9) 72-11 0.027978 90 10-9 1000.00 6.3570 181-5 5.077 90 101-9 6 (See Notes) 34'0 120 146.378 2E(17'-7), 2EE(8 10) 52-10 0027978 1.153 39 81-1 100000 6.3570 86 2428 © M.E.P.CAD, Inc. ill AutoSPRINK® 12 02.0.61.0 Manually Flowing 8/8/2017 1:30:11PM Page 6 Job Name: LLC H20 Remote Area Number: Manually Flowing Date: 8/8/2017 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (Pt) and shown as a negative value. Fitting F Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 39 8-1 6 7-7 120 149.960 0.027978 3.290 94 0-6 1000.00 6.3570 0.212 94 0-6 8 (See Notes) 8'10 140 153.463 2E(18'-O) 36'-0 0.005446 1.517 95 -3'-0 1000.00 8.3900 44'10 0.244 95 4-0 8 (See Notes) 433'7 150 155.224 E(18'-O), 4EE(9'-O), PO(35'-O) 891-0 0.006118 4.769 97 -14-0 1000.00 7.9800 522-7 3.197 97 -14-0 6 (See Notes) 6'O 140 163.190 CV(32'-O), S 32-0 0.022322 -2.601 98 -8'-0 1000.00 6.2800 38-0 0.848 0.00 161.437 Hose Allowance At Source Total(Pt) Route 1 98 1000.00 3 33-6 250.00 21/2 (See Notes) 0-9 120 100.449 Route 2..... Hose(-100.000) P0(12-0) 12-0 0.215409 -0.000 4 33'-6 250.00 2.4690 12-9 2.746 103.195 Total(Pt) Route 2 9 33-6 250.00 2% (See Notes) 09 120 114.235 Route ..... Hose(-100.000) P0(12-0) 12-0 0.215409 -0.000 10 33'-6 250.00 2.4690 12'-9 2.746 10 33-6 4 (See Notes) 22'9 120 116.981 LtE(7'-11) 7-11 0.015122 9.863 83 101-9 250.00 4.2600 30'-8 0.464 83 10-9 4 (See Notes) 3'10 120 127.307 BV(15'-10), LtE(7'-11), PO(26'-4) 50-0 0.015122 84 10-9 250.00 4.2600 53'-10 0.814 128.121 Total(Pt) Route 3 5 34'-6 250.00 21/2 (See Notes) 0-9 120 115.074 Route 4..... Hose(-100.000) P0(16-6) 16-6 0.156906 0.000 6 34-6 250.00 2.6350 17-3 2.701 M.E.P.CAD, Inc. rAutoSPRlNK® 12 v12.0.61.0 Manually Flowing 8/8/2017 1:30:11PM Page 7 Job Name: LLC H20 Remote Area Number: Manually Flowing Date: 8/8/2017 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this Step Nominal ID Devices (Foot) Fitting/Device (Equivalent (Foot) Pf Friction Fitting Length) Elev(Pe) (q) Equiv. Fixed Pressure Losses, when Elev 2 Total Flow Length Loss Per Unit applicable, are added directly Node 2 (Foot) (Q) Actual ID Total (psi) Friction(Pf) to (P0 and shown as a 00) negative value. 6 34-6 4 (See 23'9 120 117.775 26 10.296 Notes) 86 101-9 25000 42600 0015122 T(26-4) 50'-1 0.757 86 10-9 4 (See 253 120 128.828 72-6 Notes) 85 101-9 250.00 4.3100 0.014287 BV(16-9), P0(27-10), 97-9 1.396 C(27--1 0), Z 130.224 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 Manually Flowing 8/8/2017 1:30:11PM Page 8 Job Name: LLC H20 Remote Area Number: Manually Flowing Date: 8/8/2017 lEquivalent Pipe Lengths of Valves and Fittings (0=120 only) IIC Value Multiplier Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 / = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer. BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee Q Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. i.111 AutoSPRlNK® 12 02.0.61.0 Manually Flowing 8/8/2017 1:30:11PM Page 9 Hydraulic Calculations for Project Name: LLC H20 Location: ONE LEGOLAND DRIVE, CARLSBAD, CA 92008, Drawing Name: BROWLEG1 Ri cad Calculation Date: 8/9/2017 / Design Remote Area Number: LI Remote Area Location: LUGGAGE STORAGE Occupancy Classification: HIGH PILED Density: 0.440gpm/ft2 Area of Application: 400.00ft2 (Actual 646.49ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 500.00 at Node: 99 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 99: 829.69 @ 77.748 Water Supply Information: Name of Contractor: BROWNING FIRE PROTECTION, INC Address: 2335 ABALONE AVENUE, UNIT #110, TORRANCE, CA 90501 Phone Number: 310-212-0622 Name of designer: R Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A 1MM.E.P.CAD, Inc. AutoSPRINK®12v12.0.61.0 Li 8/9/201711:17:21AM Page 1 Job Name: LLC H20 Remote Area Number: Li 100- 90 80 70 60 20 go 10 II'•-3300U Water Supply Summary Sheet Node: 99 Static Pressure 87.300 29.69c85.355 -329.69T 77.748 % 829.69 with Hose Allowance at Source System demand curve 5725.00 @ 18.000 - - LLLLL _LPIIIII! 111111111 IlIllill liii liii liii liii III I I I I I I I I I I I I I 4400 6600 5500 7700 Flow - gpm Hydraulic Graph N 1.85 8800 9900 Date: 8/9/2017 11000 ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.61.0 8/9/2017 11:17:22AM Paqe2 J Summary Of Outfiowing Devices Job Number bri LUGGAGE Report Description: HIGH PILED (Li) Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) C> Sprinkler 201 36.30 36.30 11.2 10.505 Sprinkler 202 37.06 36.30 11.2 10.950 Sprinkler 203 37.10 36.30 11.2 10.975 Sprinkler 204 40.15 39.20 11.2 12.853 Sprinkler 205 46.03 44.00 11.2 16.890 Sprinkler 206 39.61 36.30 11.2 12.508 Sprinkler 207 42.51 39.20 11.2 14.409 Sprinkler 208 50.92 44.00 11.2 20.670 c' Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 8/9/2017 11:17:24AM Page 3 Job Name: LLC H20 Remote Area Number: LI Date: 8/9/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 99 Water Supply 87.300 18.000 5725.00 85.355 829.69 77.748 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 99 -14-0 Supply 77.748 329.69 201 7-0 Sprinkler 10.505 36.30 202 7-0 Sprinkler 10.950 37.06 203 7-0 Sprinkler 10.975 37.10 204 7-0 Sprinkler 12.853 40.15 205 7-0 Sprinkler 16.890 46.03 206 7-0 Sprinkler 12.508 39.61 207 7-0 Sprinkler 14.409 42.51 208 7-0 Sprinkler 20.670 50.92 8 10'-3 12.330 9 10-3 12.728 10 10-3 14.393 11 10'-3 16.239 12 10-3 18.555 13 10'-3 21.653 14 10-3 29.640 15 -1-9 44.903 16 -1-9 47.017 17 -11-9 48.406 ,© M.E.P.CAD, Inc. jjjAutoSPRINK@ 12 v12.0.61.0 8/9/2017 11:17:25AM Paqe 4 Job Name: LLC H20 Remote Area Number: LI Date: 8/9/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 18 -11-9 51.211 19 -6-0 59.308 43 10'-3 11.535 45 10-3 13.721 46 10'-3 18.411 47 10'-3 13.320 49 10-3 22.797 85 10-4 56.087 86 10-0 53.440 93 8-1 59.535 94 0-6 62.853 95 -3-0 64.402 96 -14-0 69.656 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.61.0 8/9/2017 11:17:25AM Page 5 Job Name: LLC H20 Remote Area Number: LI Date: 8/9/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this Step Nominal ID Devices Fittings & Equiv. Length (Foot) Length (Foot) C Factor () Total Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 201 7-0 11.2 36.30 (See Notes) 3-3 120 10.505 •••• Route I Sprinkler, T(5'-O 6-0 0.392016 -1.403 8 10-3 36.30 1.0490 8-3 3.228 8 10-3 37.10 2 7-6 120 12.330 Flow (q) from Route 3 0.053030 9 10'-3 73.40 2.0670 7-6 0.398 9 10'-3 37.06 2 (See Notes) 4'9 120 12.728 Flow (q) from Route 2 T(10-0) 101-0 0.112957 10 10'-3 110.47 2.0670 14'-9 1.665 10 10'-3 39.61 2 9-3 120 14.393 Flow (q) from Route 6 0.199122 11 10-3 150.08 2.0670 9-3 1.847 11 10-3 40.15 2 7'-6 120 16.239 Flow (q) from Route 4 0.308748 12 10-3 190.23 2.0670 7-6 2.316 12 10-3 42.51 2 6-11 120 18.555 Flow (q) from Route 7 0.448402 13 10'-3 232.74 2.0670 6-11 3.098 13 10-3 46.03 2 (See Notes) 29 120 21.653 Flow (q) from Route 5 P0(10 0) 101-0 0626119 14 10'-3 27877 20670 12 7.987 14 10-3 50.92 3 (See Notes) 53'4 120 29.640 Flow (q) from Route 8 2P0(21'-10), 2E(10'-2) 64-1 , 0.085711 5.202 15 -1-9 329.69 3.3140 117-4 10.060 15 -1-9 3 (See Notes) 13'4 120 44.903 E(9'-5) 0092851 16 -11-9 32969 32600 229 2.114 16 -1-9 3 (See Notes) 6'0 120 47.017 E(10'-2) 10-2 0.085711 17 -1-9 329.69 3.3140 16-2 1.389 17 -1-9 3 (See Notes) 111 5 120 48.406 2E(9'-5) 18-10 0.092851 0.000 18 -1'-9 .. 329.69 3.2600 30'-3 2.805 (,,© M.E.P.CAD, Inc. t.11 AutoSPRlNK® 12 v1 2.0.61.0 Li 8/912017 11:17:27AM Page 6 Job Name: LLC H20 Remote Area Number: Li Date: 8/9/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (Pt) and shown as a negative value. Fitting F Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 18 -11-9 3 (See Notes) 6'0 120 51.211 CV(23'-4), BV(14'-7), LtE(7-3), PO(21'-10) 67-0 0.085711 1.842 19 -6'-0 329.69 3.3140 73'0 6.254 19 -6-0 4 (See Notes) 16'0 120 59.308 P0(26-4) 26-4 0.025231 -6.936 86 10,-0 329.69 4.2600 42-4 1.068 86 10,-0 4 (See Notes) 265 120 53.440 2BV(15-10), T(26'-4), P0(26-4) 84-3 0.025231 -0.144 85 10-4 329.69 4.2600 110-8 2 792 85 10'-4 6 (See Notes) 374'10 120 56.087 10LtE(11 4) 10Ee2(8 10) 2T(37'-9), C(37'-9) 314-4 0.003592 0.972 93 8 1 329 69 6 3570 689'-2 2.475 93 8-1 6 7-7 120 59.535 0.003592 3.290 94 0'-6 329.69 6.3570 0.027 94 0-6 8 (See Notes) 9'7 140 62.853 2E(18 0) 36-0 0.000699 1.517 95 -3'-0 32969 8.3900 0 032 95 4-0 8 (See Notes) 474'5 150 64.402 4E(18'-O), 4EE(9'-O), P0(35-U) 143-0 0.000785 4.769 96 -14-0 329.69 7.9800 617-5 0.485 96 -14-0 8 (See Notes) 80'6 140 69.656 3E(18-0), BFP(-8.000), S 54-0 0.000699 -0.001 99 -14-0 329.69 8.3900 134-6 8.094 500.00 77.748 Hose Allowance At Source Total(Pt) Route I 99 829.69 202 7-0 11.2 37.06 1 (See Notes) 3'3 120 10.950 Route 2 ..... Sprinkler, T(5'-9) 5-9 0.353504 -1.403 9 10-3 37.06 1.0800 1 91-0 3.181 12.728 Total(Pt) Route 2 203 7'-0 11.2 37.10 1 (See Notes) 3-3 120 10.975 Route ..... Sprinkler, E(2'-4) 2-4 0.354242 -1.403 43 10-3 37.10 1.0800 5'6 1.962 © M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.61.0 Li 8/9/2017 11:17:27AM Page 7 Job Name: LLC H20 Remote Area Number: Li Date: 8/9/2017 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Notes (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 43 10-3 11/4 7-5 120 11.535 0.107365 8 10-3 37.10 1.3800 7-5 0.796 12.330 Total(Pt) Route 3 204 7-0 11.2 40.15 1 (See Notes) 3-3 120 12.853 Route 4..... Sprinkler, E(2'4) 2-4 0.409969 -1.403 45 10'-3 40.15 1.0800 66 2.271 45 10'-3 1 (See Notes) 0'4 120 13.721 c(5'-o) 51-0 0.472441 11 10'-3 40.15 1.0490 2.518 16.239 Total(Pt) Route 4 205 7-0 11.2 46.03 1 (See Notes) 3-3 120 16.890 . Route 5 ..... Sprinkler, E(2'-4) 2-4 0.527823 -1.403 46 10'-3 46.03 1.0800 66 2.924 46 10-3 1 (See Notes) 0'4 120 18.411 C(5 0) 5-0 0608254 13 10'-3 4603 10490 3.242 21.653 Total(Pt) Route 5 206 7'-0 11.2 39.61 1 (See Notes) 3-3 120 12.508 Route6••.•• Sprinkler, E(2'-4) 2,-4 0.399784 -1.403 47 10-3 39.61 1.0800 6-6 2.215 47 10'-3 114 (See Notes) 2'10 120 13.320 T(6'-O) 6-0 0.121168 10 10-3 39.61 1.3800 -10 1.073 14.393 Total(Pt) Route 6 207 7'-O 11.2 42.51 1 (See Notes) 3-7 120 14.409 .... Route 7••••• Sprinkler, E(2'-O), T(5'-O) 7-0 0.525141 -1.403 12 10'-3 42.51 1.0490 10'-7 5.548 18.555 Total(Pt) Route 7 208 7'-0 11.2 50.92 1 (See Notes) 3-3 120 20.670 Route 8 ..... Sprinkler, E(2'-4) 2'4 0.636248 -1.412 49 10-3 50.92 1.0800 6-7 3.538 ,© M.E.P.CAD, Inc. ffi AutoSPRlNK® 12 v1 2.0.61.0 LI 8/9/2017 11:17:27AM Page 8 [a Job Name: LLC H20 Remote Area Number: LI Date: 8/9/2017 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this Step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) _________ (q) Equiv. Length) Fixed Pressure Losses, when Elev 2 Total Flow Loss Per Unit applicable, are added directly Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (psi) to (Pt) and shown as a (Foot) (Foot) negative value. 49 10-3 1 (See 4'4 120 22.797 5-0 Notes) 14 10'-3 50.92 1.0490 0.733202 PO(5'-O) 9-4 6.844 29.640 Total(Pt) Route 8 ,© M.E.P.CAD, Inc. ffi AutoSPRlNK® 12 02.0.61.0 Li 8/9/2017 11:17:27AM Page 9 Job Name: LLC H20 Remote Area Number: Li Date: 8/9/2017 lEquivalent Pipe Lengths of Valves and Fithngs (C120 only) I TIC Value Muiplier / I V Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter . 4.87 I / = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/ Elbow Ee2 221A° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 LI 8/9/2017 11:17:26AM Page 10 ) Boise Cascade \t: Engineered Wood Products E.WP FDIG US OoIO2/2015 iIII L... Boise Cascade EWP Product lProfiles I BCI® Joists and VERSA-LAM® Beams —Western (White City, OR) I 3U1 Joists VERSA-LAM® VERSA-LAM® VERSA-LAM® VERSA-LAM® I BC® 5000 13 BCI® 6000 1.8 BUR 6500 1.8 BCI® 602.0 Rd® 902,0 1.72400 1.72650 2.02800 2.0 3100 I 1W 1W 1W 1WI f I 1W Ti F II 9½ 9W 9W 1 14" r T 3W 5½" fl I 3/s' 14" 11W II 3/8"II 16" 3½" to I I to '" II 14" II 16" II to I I 116k to I I II 14" 14 is" I 16" 18" I 24" Ii 16" H H Li L HI... I _I' .....L 2" 25/ie" 2/ie" :6/fl 3½" 1W, 1~" 3W, 51/4" 1W, 1/4" 3W 51/4", 7" Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. I BGI® and VERSA-LAM® products shall be installed in dry-use applications only, per their respective ICC ESR evaluation reports. I BCI® Joists and VERSA-LAM® Beams —Eastern (Lena, LA) ...... RC Joists VERSA-LAM® VERSA-LAM® BCI® 4500s 1.8 Rd ® 5000s 1.8 BCI® 6000s 1.8 BCI® 6500s 1.8 BCI® 60s 2.0 BCI® 90s 2.0 1.7 2650 1.8 2750 iw r I lw'Tf ir I in I H 1h/sI 1/8I U 1/s" 9 II 1,4" 9 II 99%"9112n II U 11%" U 1V/" I I II ii vs II 11% " II 11/a /8 /s " II 11%" 3,4 II 14" 3/s" II 14" 31,4n W II 14" % 14" 14" jj . 14". II 16" H 16" I to 16" II 16" II 16" II 16" II 16" iL ......... 1h 2' 2/i" 2li6" 2516" 31/3* . 11/• 1%", 31/3" Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability ft 31/3 to 31,4" to 51/4' VERSA-LAM® 2.0 3100 to H ' 4 H 11.4, 1%", 31/2',5% ALL JOIST® (St. Jacques, NB) AJS® 140 AJS® 150 AJS® 20 AJS® 190 1.5E 1.8E 1.9E T [ II 91h" I 91/2" II 91N. 91/. 3/8" 14" I 14" 14" 14" II 16" 16" . II 16" 16" W LII ....1... ..i .....-1 1-."•I - .- 2½" 21h" 21/2" 2W' 2x3 Flanges . . . AJS® 25 AIS® 25 Deep Depths AJS® 30 1.8E 1.8E 2.OE 18" 18. 20" 14 : "- F : 16" 24" i½" ............. 1w4ci5........ 3½ 3W 3½" 2x4Flanges BOISE GLULAM® (Homedale, ID) 5¼" 63/411 11 31/811 6 11 7Y2 11 ' to to I to 3611 6h' —_j_4I, I' 51h11 71/411 " 7¼" L J 71/4 3½" to 83/4 If 01/4 It 0 L 0 I6ll to Architectural Appearance Beams I Header (Framing) Beams Columns Larger widths and depths are available, contact your Boise Cascade EWP representative for availability Product Profiles ............... ........................ 2 Introduction, Residential Construction and Fire Safety ......3 -5 Introduction, Prevention .....................................3 Detection ..................................................4 Containment, Evacuation .....................................5 Engineered Construction and Fire Safety ..... ......... ..... 6 Typos of Construction, Fire Resistance Ratings...................6 One Hour Fire Resistance Rated Floor and Roof Assemblies . 7 - 11 Two Layers %" Type X Gypsum Wallboard - BCP and AJS®Joists.....7 Two Layers Y2" Typo C Gypsum Wallboard - BCt and AJS® Joists 8 One Layer %" Type C Gypsum Wallboard - BCI® 60/90 and AJS® Joists ...............................9 One Layer V2" Type C Gypsum Wallboard - BC1® 60/90 and AJS®Joists ...............................10 One Layer W Type C Gypsum Wallboard - BCP 90 Joists and AJS® 25/30 Joists .......................11 One Layer %" Type C Gypsum Wallboard & Strips - BCI® 90 Joists and AJS 25/30 Joists .......................12 Two Hour Fire Resistance Rated Floor and Roof Assemblies.....13 Three Layer %" Type C Gypsum Wallboard - BCr andAJS0 Joists. . 13 One-Hour Fire Resistance Rated Wall Assemblies ..............14 One Layer W Type X Gypsum Wallboard- VERSA-LAME .........14 One-Hour Fire Resistance Rated Rim Board Assemblies 15, 17, 18 Two-Hour Fire Resistance Rated Rim Board Assemblies .. .16, 19 Sprinkler Attachments .................................20 Commercial Sprinkler Pipe Weights .....................20 Sprinkler Attachment Details F90I-FS2I ..............20 -23 Residential Sprinkler Details ..... ....................... 23 BC!5 Joist Hole Location & Sizing....... ................. 24 AJS Joist Hole Location & Sizing .......................25 Calculated Fire Resistance ............................26 Calculated Fire Resistance - VERSA-LAW .....................26 Calculated Fire Resistance - BOISE GLULAtvl ..............27 -28 Frequently Asked Questions Regarding Fire Suppression......29 Lifetime Guarantee ..........................Back Cover Boise Csz,de EWP ' UNITED DIAl ES fls Desqn and lnslallation Guide -00;02/2015 Introduction Boise Cascade manufactures and distributes quality Engineered Wood Products for modern construction throughout the United States and Canada. These products include BCI8 & AJS® wood I-joists, VERSA-LAM® beams/columns! studs, BOISE GLULAM® beams/columns, and BOISE RIMBOARD® products. When compared to sawn lumber, Boise Cascade Engineered Wood Products provide higher strength, l stiffness and dimensional consistency through - more efficient use of raw materials to exacting " industry quality standards required for modern construction. - This guide provides detailed information for the - - design and construction professional about the -• - - I relationship between Boise Cascade Engineered - Wood Products, national building codes, and L-. L ______ J. ..-L- L J actual fire events. For further information, contact Boise Cascade :-:WP Engineering at (800) 232-0788 or your local Boise Cascade representative. RedenttaLConstruction.aa&Fire Safety The performance of all structural building , revero, materials and systems degrade when The proper design, construction, and maintenance of a building and its exposed to fire and wood is no exception. components are important steps ir preventing a fire in the first place. The Society's concern for fire safety is reflected International Resid€nial Coe® (IFC®) includes chapters on mechanical system in limitations and design requirements requirements (chaper 13), fuel gas (chapter 24), and electrical (chapter 33) mandated through national building codes. that require appliances and electrical components that have the potential to Significant improvement in material and accidentally initiate ignition t: be tested and listed fcr their respective application, building performance can be realized and to bear a label from an approved listing agency-with that information. with knowledge of fire safety design and evaluation involving prevention, detection, containment, and evacuation. It is widely recognized that structure fires are highly variable in their size, rate of growth and intensity. Building contents I - (furniture, window coverings, electronic ' .' equipment, personal belongings) are the first items ignited and constitute the primary jr L source of fuel in structure fires. Given all possible variations, there is no known way to determine how the fire will grow; therefore, each fire scenario is unique. If there is --- - ;. fire in a structure, there is no "safe" amount - of time that one can remain within the• - -- - structure, even if everything was designed in . - -- '- -- -- - - accordance with all relevant codes and the time elapsed from ignition is known L - Bcse Cisde EWP UNFIEL) STAlES flr- Des iJ at] 1C Attachment details for residential fire sprinkler systems are located on page 23 of this guide. As shown by the figure on U.S. Fire Deaths per Million Population the U.S., fire deaths have seen a 30% decrease from 1995 to 2007. This reduction is primarily due to improved fire safety instituted through revisions to building codes and standards and occupant fire safety education. [Source: U.S. Fire Administration, "Fire in the United States", 2003-2007, and 1995-2004, www.usfa.dhs.gov/ statistics] Residential Construction and Fire Safety The lRC mandates the installation of smoke detectors in Chapter 3 - Building Planning. The requirement for smoke detectors in all new home construction gives most occupants three to five minutes to escape from a home before smoke and flame become life threatening. Since the introduction of smoke detectors into homes, fire deaths have been reduced by nearly 50 percent. Per section R314.3 of the lRC, smoke detectors are required in all bedrooms, outside bedrooms in the intermediate vicinity (hallway), and on each additional story, including basements. Section R313 of the 2009 IRC mandates fire sprinkler systems for all one and two family dwellings, effective January 1, 2011. This new provision has received much debate within the residential construction and design community. At this time, several state and local jurisdictions have amended or revoked this provision. Please check with your local building official for further information regarding residential sprinkler requirements. Dining Kitchen Bathroom H Master H Bathroom Living / Family 0 fl _ - - ( 0 Hallway vaster edOrn all on @1)" i Bedroom Bedroom j Example of Residential Smoke Detector Placement Boise Code EWP • UNITED STATES Rr , Doq and Insiallailor.Guide. OS102120,15 -. finishing the ceilings can increase the value of the home, increase floor performance, and reduce energy loss. It should be noted that this specific type of membrane protection is being mandated in the 2012 IRC for all joist types except dimension lumber, in structures that do not have automatic fire sprinkler systems or other approved fire protection. Dining Kitchen Bathroom Master Bathroom Window ___ Hallway = - F_ r — — — -----1 Living I Family Bedroom Bedroom Windows Window I I I I Si Master Bedroom Window Resi dential Co 11 tl [01[.]111 and UFire Safety [mnIthirn The ability to contain the fire within a certain space is dependent upon the fire resistance of the walls, doors, ceiling, and floors. The IRC addresses containment in chapters 3 and 6, prescribing separation with provisions for exterior walls and attached garages. For residential basement ceilings, a simple, cost effective yet significant increase in fire resistance can be achieved by simply adding a single layer of 1/211 gypsum wallboard or Y8" wood structural panel to the floor joists. The use of such membrane protection will very likely more than double the fire-endurance time for all commonly used wood floor joist systems, including dimension lumber, open web trusses and I-joists. In addition, .. . . y..'OP -- - Evacuation Emergency escape and rescue openings are addressed in chapter 3 of the IRC. Since the majority of residential fire deaths are the result of occupants sleeping during a fire, the IRC requires that all bedrooms and basements have adequate windows or doors for emergency escape purposes. Example of Residential Evacuation Plan Boise Csede EWP UNITED STATES Fire Design and nsaUation Guide 061;0212015 Engineered Copstruptipjjnd Fire Safety Engineered construction refers to all buildings outside the scope of the lRC. U.S. building codes that address engineered con- struction include the International Building Code® (IBC®), the International Fire Code® (IFC®), the International Mechanical Code® (IMC®), the International Fuel Gas Code® (lFGC®), and the International Electrical Code® (IEC®). These national codes address the fire safety design issues mentioned previously, only in greater detail. Types of Construction Construction type is a function of occupancy classification (group), number of stories and feet above grade plane, and area per story. Type I & U The building elements are of noncombustible materials. VERSA- LAM® and BOISE GLULAM® are allowed in Type I & II roof construction where a 1-hour fire resistance rating is required. Type Ill The exterior walls are of noncombustible materials or fire retardant treated wood and the interior building elements are of any material permitted by code. VERSA-LAM®, BCI® Joists, AJS® Joists, and BOISE GLULAM® are allowed in Type III construction everywhere except for exterior load bearing walls. See pages 26-28 for Calculated Fire Resistance for VERSA-LAM® and Type IV (Heavy Timber Construction) The exterior walls are of noncombustible materials and the interior building elements are of solid or laminated wood without concealed spaces. Because of wood's ability to maintain structural capacity during fire, Heavy Timber allows large, open areas with exposed beams and columns. Minimum cross-sectional areas are required for framing members for Heavy Timber, please see the table below for minimum BOISE GLULAM® and VERSA-LAM® sizes. See pages 26-28 for Calculated Fire Resistance for VERSA-LAM® and BOISE GLULAM®. Mm. Nominal Size Mm. Available . Mm. Available Application ....................................per CodeBOISE GLULAM® VERSA-LAM® Floor Beam 6x10 5%" x lOW 51/4' x 111/4" Room Beam : 46 3%" x 71/2" 31/2" x 51/2" Column - supporting X 8 8 8%" x 9" x 9Y" floor load 6%" x 9 " Column —supporting roof 6x8 8%" x 9" 51/a 8" 8 and/or ceiling loads only 5¼" x 9" Boise Cascade laminated and solid decking may be installed as roof decking per the provisions listed in the Type IV section of the IBC. BOISE GLULAM®. Type V The building elements are of any materials permitted by code. See Fire Resistance Rated Floor and VERSA-LAM®, BCI® Joists, AJS® Joists, and BOISE GLULAM® are allowed Roof Assemblies for BCI®/ AJS® joists in Type V construction everywhere. starting on page 7. See pages 26-28 for Calculated Fire Resistance for VERSA-LAM® and See Fire Resistance Wall Assemblies BOISE GLULAM®. for VERSA-LAM on page 14 for interior See Fire Resistance Rated Floor and Roof Assemblies for BCI® / AJS® load bearing walls. joists starting on page 7. See Fire Resistance Wall Assemblies for VERSA-LAM on page 14 for ...rn5 . interior load bearing walls. Fire resistance is the ability of materials or assemblies to prevent or restrict the passage of excessive heat, hot gases, or flames while continuing to support the structural loads. The performance of wall and floor assemblies exposed to fire is determined through testing in accordance with ASTM E 119 or NFPA 251 or CAN/ ULC-S101. In a full-scale assembly test (at least 180 ft2 for a floor assembly and 100 ft2 for a wall assembly), a specimen is loaded to the maximum design load and directly exposed to flame. The rate of temperature rise is controlled to follow a standard time-temperature curve. Results of full-scale fire endurance assembly tests provide a repeatable, relative measure of fire resistance based on three failure criteria: structural collapse, flame penetration, or excessive temperature rise 2000 Standard Time Temperature Curve for Control of Fire Tests on the unexposed 1800 surface of the 1600 assembly. National 1400 building coded 1200 require that certain 1000 types of buildings or CL E 800 occupancy classes be 600 constructed with floor and wall assemblies that provide fire endurance fora specified period of time based on these tests. When required by national building codes, fire endurance rated assemblies are available for BCI®, AJS® and VERSA-LAM® products. The fire endurance assemblies in this guide can be further referenced in the International Building Code, ICC Evaluation Reports, Design for Code Acceptance 3 published by the American Wood Council, and/or assembly listings with APA - The Engineered Wood Association (APA Product Report PR-5201). Boise Cascade EWP 'UN FIEL STATES FirF, Design and Insiallailon Guide. .05102(2015 400 200 0' 0 10 20 20 40 50 60 70 80 90 100 110 120 Time (minutes) One-Hour Fire Resistance Rated Floor and Roof Assemblies - --- ------ Two Layers %" Type X Gypsum Wallboard - BCI® and AJS®Joists - - / BASE ASSEMBLY Component Floor ToppingJptioj) Varies Reference sound ratings if applicable Floor Sheathing Mm. 23/32 inch Wood Structural Panel A modified contact construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joists centered over the top flange of joists and staggered one joist spacing with adjacent sheets. Floor sheathing must be installed per code requirements. lnsulation(Optio___ Max 9% inch (241çIass Fiber Insulation Reference sound ratings if applicable Structural Members . I Mm. 9% inch (241mm) Deep Joists Maximum 24 inch (610 mm) on center spacing. Minimum flange dimensions of 1% inch (29mm) thick by 11/2 inch (38mm) wide. Resilient Channels (Optional) Min. 0.019 inch (0.5mm) Galvanized Resilient Channel Attached perpendicular to the bottom flange of the joist with 11/4 inch (32mm) Type S drywall screws. Channels are spaced a maximum of 16 inches (406mm), 24 inches (610mm) on center when 1-joists are spaced a maximum of 16 inches on center. - Ceiling (2) Layers of ½ inch (16mm) Type X Gypsum Wallboard - Base Layer: Install with long dimension perpendicular to joist length. Attached to the bottom flange of the joists using 114 inch (32mm) Type W drywall screws at 24 inches (610 mm) on center. The end joints of the wallboard must be centered on the bottom flange of the joist and must be staggered the equivalent of two joist spacings with those of adjacent sheets. Face Layer: Install with long dimension perpendicular to joist length. Attached to the bottom flange of the joists through the first layer using VIe inch (48mm) Type W drywall screws spaced at 12 inches (305mm) on center. The longitudinal joints of this layer must be offset 24 inches (610mm) from those of the base layer. The end joints must be centered on the bottom flange of the joists and offset a minimum of one joist spacing from those of the base layer. Additionally, face layer end joints are attached to the base layer with 1% inch (38mm) Type G drywall screws at 12 inches (305mm) on center placed 2 inches (51mm) either side of the joint. With Resilient Channels: attached as described above except use 1% inch (35mm) and 1/4 inch (44mm) Type S screws for the base and face layer, respectively. The end joints of the wallboard must be centered on a resilient channel and must be staggered the equivalent of two joist spacings with those of adjacent sheets. Finish: The face layer joints must be covered with tape and coated with joint compound. Screw headsmust also be covered with joint compound REFERENCE BC11 Joists AJS5 Joists 2006 / 2009 IBCID Table 720j Item Number 22-1.1/21-1.1 2006/2009 C Table 720 1(3J ItemNumber 22-1.1/21-1.1 S ESR 1336 a PA ICC-E nd AA-9.10.3.1.13,2 Similar to 2010 NBCC Table A-9.10.3.1., Assemyjum. F4, F9, F11, and F13, F15, F17 and F21. APA PR-S201 FR2 Similar to 2010 NBCC Table A-9.10.3.1.13, Assembly Num. F4, F9, FII, and F13, F15, F17 and F21. Boise Cascade EWP UNITED STATES Fire Deign e.icJ netDor Guide 06102120 One-Hour Fire Resistance Rated Floor and Roof Assemblies Two Layers W Type C Gypsum Wallboard - BCI® and AJS®Joists / / BASE ASSEMBLY Component Material Specification 9pnaI Vanes Reference sound ratings if applicable Floor Sheathing Mm. 23/32 inch (18 mm) Wood Structural Panel A modified contact construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joists centered over the top flange of joists and staggered one joist spacing with adjacent sheets. Floor sheathing must be installed per code requirements.. -- Insulation 10 Max 9/2 inch (241 Glass Fiber insulation Reference sound ratings if applicable Structural Members I Mm. 91/2 inch (241mm) Deep Joists Maximum 24 inch (610 mm) on center spacing. Minimum flange dimensions of 1% inch (29mm) thick by 1% inch (38mm) wide. Resilient Channels (Optional) Min. 0.019 inch (0.5mm) Galvanized Resilient Channel Attached perpendicular to the bottom flange of the joist with 11/4 inch (32mm) Type S drywall screws. Channels are spaced a maximum of 16 inches (406mm), 24 inches (61 0mm) on center when I-joists are spaced a maximum of 16 inches on center. Ceiling (2) Layers of 1/2 inch (13mm) Type C Gypsum Wallboard Base Layer: Install with long dimension perpendicular to joist length. Attached to the bottom flange of the joists using 11/4 inch (32mm) Type W drywall screws at 12 inches (305 mm) on center. The end joints of the wallboard must be centered on the bottom flange of the joist and must be staggered the equivalent of two joist spacings with those of adjacent sheets. Face Layer: Install with long dimension perpendicular to joist length. Attached to the bottom flange of the joists through the first layer using 1% inch (41mm) Type W drywall screws spaced at 12 inches (305mm) on center on intermediate joists and 6 inches (152mm) on center at end joints. The longitudinal joints of this layer must be offset 24 inches (610mm) from those of the base layer. The end joints must be centered on the bottom flange of the joists and offset a minimum of one joist spacing from those of the base layer. Additionally, face layer end joints are attached to the base layer with 11/2 inch (38mm) Type G drywall screws at 8 inches (203mm) on center placed 6 inches (152mm) either side of the joint. With Resilient Channels: attached as described above except use 11/4 inch (32mm) and 1% inch (41mm) Type S screws for the base and face layer, respectively. The end joints of the wallboard must be centered on a resilient channel and must be staggered the equivalent of two joist spacings with those of adjacent sheets. Finish: The face layer joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. REFERENCE BCI® Joists AJS8 Joists ICC-ES ESR 1336 and APA PR-S201 FR2 1 APA PR-S201 FR2 Similar to 2010 NBCC Table A-9.10.3.1.13, Similar to 2010 NBCC Table A-910.3.1.13, Assembly Num. F4, F9, F111,and, F13, F15, F17, and F21. Bona Cascade EWP . ONE ED STATES Fan Design and nalalialion Guide '0E102!2015 One-Hour Fire Resistance Rated Floor and Roof Assemblies One Layer %" Type C Gypsum Wallboard - BCI® 60/90 and AJS® Joists BASE ASSEMBLY c.cponent 'Material Specification Floor Topping (Optional) ..... ..... Reference Sound ratings if applicable 18mm) WOO Floor Sheathing Win. 2:03i n d Structural Panel A modified contact construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joists centered over the top flange of joists and staggered one joist spacing with adjacent sheets. Floor sheathing must be installed per code requirements. Insulation Mm. 2 inch (51 mm) Mineral Fiber Insulation, Mm. 3.5pcf . .. ........ Installed adjacent to the bottom flange of the I-Joist and supported by the 1x4 furring strips. The ends of the balls must be centered over resilient channels. Structural Members Min. 9Y2 mnchrntJDeepJoists________ Maximum 24 inch (610 mm) on center spacing. Minimum flange dimensions of 11/2 inch (38mm) thick by 11/2 inch (38mm) wide. Furring Strips 1x4 (Nominal) Wood Furring Strips Centered on the bottom flange of the I-Joist and attached with 1% inch (38mm) Type W screws at 24 inches (610mm) on center. - Resilient Channels 0.019 inch (0.5mm) Galvanized Resilient Channel Attached perpendicular to the bottom flange of the joist with 1% inch (32mm) Type S drywall screws. Channels are spaced a maximum of 16 inches (406mm), 24 inches (610mm) on center when I-joists are spaced a maximum of 16 inches on center. -..........................Cefi i n g 1),"y n c h i 6mm) Ty pe C Gypsum Wallboard Installed with long dimension perpendicular to resilient channels and fastened with minimum V/s inch (29mm) Type S drywall screws at 7 inches (178 mm) on center. The end joints of the wallboard must be staggered the equivalent of two joist spacings with those of adjacent sheets. Finish: The face layer joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. SOUND RATING (w/Resilient Channel) Components STC tIC Base Assembly with Carpet and Padding 52 66 Base Assembly with cushioned vinyl, %" Gypsum Concrete 55 49 Base Assembly with cushioned vinyl, 3/4 Gypsum Concrete, 1/40 Acousti-Mat II 58 57 Boise Cascade POP . UNITED SlAtES Fire Design and Rto Guide • 06102i2015 One-Hour Fire Resistance Rated _Floor Roof Assemblies _ -. One Layer 1,4U Type C Gypsum Wallboard - BCI® 60/90 and AJS®Joists •*• . J, , / 44 L . ••z•. •1 BASE ASSEMBLY Component Material Specification Floor Topping (Optional) - ....................j................................Vane.. Reference sound ratings if applicable F loor Sheathing Mm 23/32 inch (18 mm) Wood Structural Panel A modified contact construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joists centerec over the top flange of joists and staggered one joist spacing with adjacent sheets. Floor sheathing must be installed per code requirements. Insulation Min. I inch (25 mm) Mineral Fiber Insulation, Mm. 6 pcf Installed parallel to the I-Joist between the furring channel and bottom flange. The sides of the insulation must butt against the support clips. The ends of the batts must be centered over furring channels. Structural Members J5 _ Mn.9incj24imrn)DeepJots Maximum 24 inch (610 mm) on center spacing. Mnimum faige dimensions of 11/2 inch (38mm) thick by 2I16 inch (59mm) wide. Furring Channel I Min. 0.019 inch 0.5mm) Hat Shaped Ga lv. Steel Channels Attached perpendicular to the bottom flange of the I-Joist, spaced a maximum of 24 inches (406mm) on center and doubled at each wallboard end joint extending to the next joist beyond each joint. The channels mus: be attached with Simpson Strong-Tieg CSC support clips (or equal) at each intersection with the joists. Clips must be nailed to the side of the joist bottom flange with one 8d x 1% inch (38mm) long nail. Ceiling .(1)!ae...of . 3m.ml..TypeCGypsurnWa..board Installed with long dimension perpendicular to furring channels and f.asteied with minimum 1 inch (25mm) Type S drywall screws at 12 inches (305 mm) on center. The end joints of the wallboard must be staggered the equivalent of two joist spacings with those of adjacent sheets. Finish: The face layer joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. I . . REFERENCE .J AJS®Joists #3 WIJ-1.4 Guise (,sssde EWU • UNITED Si5TES F snd neluHadon Guide •E6D2!2015 One-Hour Fire Resistance Rated Floor and Roof Assemblies One Layer %" Type C Gypsum Wallboard - BCI® 90 Joists and AJS® 25/30 Joists BASE ASSEMBLY Cor*1I3oIent Material Sjjficaion Floor Togging((Optional) Varies Floor Sheathing Mm. 23/32 inch (18 mm) Wood Structural Panel A modified contact construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joists centered over the top flange ofoists and staggered one joist spacing with adjacent sheets. Floor sheathing must be installed per code requirements. Insulation Mm, 11/2 inch (38mm) Mineral Fiber Insulation, Min 28pcf Installed adjacent to the bottom flange of the [-Joist and supported by the furring channels. The ends of the batts shall be centered cver resilient channels. Structural Members - - Mi 91/z inch (241mm) Deep Joist. Maximum 24 inch (610 mm) on center spacing. Minimum flange dimensions of 11/2 inch (38mm) thick by 31/2 inch (89mm) wide. Resilient Channels Mm. 0.019 inch (0.5mm) Resilient Channels Attached perpendicular to the bottom flange of the I-Joist with 1% inch (4 mm) Type S drywall screws. Channels are spaced a maximum of 16 inches (406mm) on center and doubled at each wallboard end joint extending to the next joist beyond each joint. Ceiling . j (1) Layer of % inch (16mm) Type C Gypsum Wallboard Installed with long dimension perpendicular to resilient channels and fastenec with minimum 1% inch (29mm) Type S drywall screws spaced at 12 inches (305mm) on center on intermediate joists and 8 inches (203mm) on center at end joints. The end joints of the wallboard must be stag- gered the equivalent of two joist spacings with those of adjacent sheets. Finish: The face layer joints mustbe covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. SOUND RATING* REFERENCE BCI® 90 Joists AJS® 25/30 Joists 2006/2009 lBC11 Table 720.1(3), Item Num. 26-1.1/25-1.1 1qt?jpcTable 7211( Item Num. 25-1.1 2010 NBCC Table F10, F14, and F20 - , Assembly .. DCA 3, WtJ-1 .2 APAPR-S2O1FR6_____ Sound ratings from the American Wood uouncil publication uesign or uoae \cceptance i. i'etnevea irom http://www.awc.org/publications/DCA/DCA3/DCA3.pdf. Boise Cascade EWP UNITED SlATES Fire Design and insicileTon Guide' 0602/20I5 One-Hour Fire Resistance Rated Floor and Roof Assemblies . One Layer %" Type C Gypsum Wallboard & Strips - BCI® 90 Joists and AJS® 25/30 Joists ; T? BASE ASSEMBLY rnmponent Material Specification Floor Topping (Optional) Varies Reference sound ratings if appli:able Floor Sheathing M n. 23/32 inch (18 mmLWood Stru~tural Panel A modified contact construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joists centered over the top flange of joists and staggered one joist spacing with adjacent sheets. Floor sheathing must be installed per code requirements. Insulation Mm. 1 inch (38mm) Mineral Fiber Insulation, Mm. 3.5pcf Installed adjacent to the bottom flange of the I-Joist and supported by the furring channels. The ends of the batts shall be centered over resilient channels. Structural Members Mm. 91,4 inch (241mm) Deep Joists Maximum 24 inch (610 mm) on center spacing. Minimum flange dimensions of 11/2 inch (38mm) thick by 31/2 inch (89mm) wide. Furring Channels Mm. 0.019 inch (0.5mm) Resilient Channels Attached perpendicular to the bottom flange of the I-Joist with 11/4 inch (32mm) Type W drywall screws. Channels are spaced a maximum of 16 inches (406mm) on center and doubled at each wallboard end joint extending to the next joist beyond each joint. Gypsum Strips 2 inch (5irnm wide by inc h(p)TypeCGypsum Wallboard Installed perpendicular to the joists above each end joint of the % inch (16mm) gypsum wallboard. The strips are attached with one 1% inch (32mm) Type W drywall screw at each joist.' Ceiling (1) Layer of% inch (16mm) Type C Gypsum Wallboard Installed with long dimension perpendicular to resilient channels and fastened with iiinimum 11/a inch (29mm) Type S drywall screws spaced at 8 inches (203mm) on center. The end joints of the wallboard must be staggered the equivalent of two joist spacings with those of adjacent sheets. Finish: The face layer joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. SOUND RATING (w/Resilient Channel) Components . STC 1. IIC Base Assembly with Carpet and Padding . 55 62 Base AssernIy cusluoned viny" Gypsum Concrete with Yh - 58 45 -L-------. Base Assembly with cushioned vinyl, Gypsum Concrete, 1/4 Acousti-Mif II i 61 53 REFERENCE BCI 90 Joists . AJS® 25/30 Joists ICC-ES ESR 1336 and APA PR-5201 FR7 APA PR-5201 FR7 3o ;s&ade EWP UNITED sTArES Fire Design and lnslallWion Guide 'O6d21201 5 Two-Hour Fire Resistance Rated Floor and Roof Assemblies I. Three Layer %" Type C Gypsum Wallboard - BCI® and AJS® Joists / / BASE ASSEMBLY Com onent Material Specification Floor o p in (0 tio nal) VarieS Reference sound ratings if applicable Floor Sheathing - Mm. 23/32i h18 mm) Wood Structural Panel A modified contact construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shalt be installed with their long edge perpendicular to the joists with end joists centered over the top flange of joists and staggered one joist spacing with adjacent sheets. Floor sheathing must be installed per code requirements. Insulation a x. 31/2 Friction fitted between I-Joists and supported by stay wires spaced 12 inches (305mm) on center along the joist bottom flange. Structural Members Mm 91/2 inch (241mm) Deep Joists Maximum 24 inch (610 mm) on center spacing. Minimum flange dimensions of 11/s inch (29mm) thick by 2 inch (51mm) wide. Furrm9 Channels Min.0.019 inch (0 5mm) Hat Shaped Galv. Steel Channels Attached perpendicular to the bottom flange of the I-Joist with 1% inch (41mm) Type S drywall screws penetrating through the wallboard base layer into each joist flange. Channels are spaced a maximum of 16 inches (406mm) on center and doubled at each wallboard end joint extending to the next joist beyond each joint. Ceiling (3) Layer of % in Type CGypsum Wallboard Base Layer: Install with long dimension perpendicular to joist length. Attached to the bottom flange of the joists using 1% inch (41mm) Type S drywall screws at 12 inches (305 mm) on center. The end joints of the wallboard must be centered on the bottom flange of the joist and must be staggered the equivalent of two joist spacings with those of adjacent sheets. Middle Layer: attached to furring channels using 1-inch (25mm) Type S drywall screws at 12 inches (305mm) on center with the long dimension perpendicular to furring channels. End joints must be staggered from end joints of adjacent sheets and end joints on the face layer. Face Layer: attached to furring channels through the middle layer using 1% inch (41mm) Type S drywall screws spaced at 8 inches (203mm) on center with long dimension perpendicular to furring channel. End joints must be staggered from end joints of adjacent sheets and staggered 32 inches (813mm) end joints on the middle layer. Edge joints (long dimension) must be offset 24 inches (610mm) from those of the middle layer. Finish: The face layer joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. REFERENCE BCI® Joists AJS® Joists 0iBc720.i@), Item Number 29-1.1!28-1.1 2006/2009lBC®Table 720.i(3), Item Number 29-1.1/28-1.1 FR8 Boise Cascade EWP UNfl EL) STATES Fire Design ens lnslallallori Guide E6/02/2015 - One-Hour Fire Resistance RatedWftAssemblies One Layer %" Type X Gypsum Wallboard - VERSA-LAM® BASE ASSEMBLY Component_ MáteriaSecificai - Structural Members Mm, 11/2 inch (28mm) X 51,4 inch (140mm) VERSALAM® Studs spaced no more than 16 inches (406mm) on center. For prescriptive wall systems VERSA-LAM® may be used as a direct replacement of solid-sawn studs. For engineered wall systems the axial compressive stress of an individual stud must not exceed the least of the following: 525 psi (3620 kPa) (limitation associated with compression perpendicular to grain of VERSA-LAM® sill plate) 0.46F, where F is the compression design value parallel to grain, adjusted by all applicable adjustment factors in accordance with the NDS, including the column stability factor C p Insulation(Optional) ........................................... . ............ ....................................... .. .............................. .....Var!es ................................................. .... . ................... .................. ................. Fitted between studs. Applied horizontally or vertically with vertical joints over studs. Attached with 2% inch (57mm) Type S or Type W drywall screws spaced 7 inches (178mm) on center along each stud. Finish: The gypsum wallboard joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. Exterior Membrane (1) Layer of % inch (16mm) TypeX Gypsum Wallboard Applied horizontally or vertically with vertical joints over studs. Attached with 2% inch (57mm) Type S or Type W drywall screws spaced 7 inches (178mm) on center along each stud. Finish: The gypsum wallboard joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. REFERENCE VERSA-LAM 200 2009 113C11 Table 72 Item Number 15-1.14 ICC-ES ESR 1040 Bose Cs<do EWP ' UMIED SlATES Fi Design and I UIIaiion GukI '06/0212015 One-Hour Fire Resistance Rated Rim Board Assemblies End Wall Application (1) hour rated wall assembly (1) hour rated wall assembly Boise Cascade- Boise Cascade (1) minimum (1") minimum— rimboard rimboard (1) hour rated hour rated floor/ceiling assembly assembly (1) hour rated wall assembly (1) hour rated wall assembly (1) hour rated wall 2x6 mm. assembly (1) hour rated wall 2x6 mm. assembly Boise Cascade (1") minimum - rimboard with (2) layers of (%") Type (X) Gypsum Board Unrated assembly (1) hour rated wall 2x6 mm. assembly Boise Cascade (1") minimum - rimboard with (2) layers of (W) Type (X) Gypsum Board Unrated floor/ceiling assembly (1) hour rated wall 2x6 mm. assembly Notes: Rim assembly for fire from inside of structure. Gypsum wallboard shown on the ceiling is to protect the Rim Board only; it does not necessarily cause the floor assembly to be rated. Attach W Type X to Rim Board with 11/2 Type W drywall screws spaced 12" o.c. Attach %" Type X to Rim Board with 2" Type W drywall screws spaced 12" o.c. Provide minimum 1%" bearing for I-Joist. Boise Cascade EWP - UNITED STATES Fife Des~gn and hsLaUIon Guide 06102/2015 Use only fire rated gypsum wallboard. Type C may be substi- tuted for Type X. Rim Board and gypsum wallboard thickness are shown as minimums. Thicker Rim Board and gypsum wall board may be substituted. Rim board needs to be sized for vertical and lateral load. Details per APA PR-S201 R131. Compliance of the fire-resistance rated construction assemblies with applicable building code is the responsibility of the design professional of record and/or authority having jurisdiction. Two-Hour Fire Resistance Rated Rim Board Assemblies (2) hour rated wall assembly (2) hour rated wall assembly Boise Cascade (1') minimum— rimboard L(2) hour rated floor/ceiling assembly (2) hour rated wall assembly Boise Cascade (1) minimum— rimboard - (2) hour rated floor/ceiling assembly (2) hour rated wall assembly (2) hour rated wall (2) hour rated wall 2x6 mm. assembly 2x6 mm. assembly Boise Cascade (1") minimum - (2) layers of rimboard with (W) Type (X) gypsum board (1)hour rated floor/ceiling assembly hour rated wall mm. assembly Boise Cascade (1") minimum - (2) layers of rimboard with (%.") Type (X) gypsum board T(1) hour rated floor/ceiling assembly hour rated wall mm. assembly Notes: Rim assembly for fire from inside of structure. Gypsum wallboard shown on the ceiling is to protect the Rim Board only; it does not necessarily cause the floor assembly to be rated. Attach 1,4 Type X to Rim Board with 11/2" Type W drywall screws spaced 12 o.c. Attach %" Type X to Rim Board with 2" Type W drywall screws spaced 12" o.c. Provide minimum 1% bearing for I-Joist. Use only fire rated gypsum wallboard. Type C may be substi- tuted for Type X. Rim Board and gypsum wallboard thickness are shown as minimums. Thicker Rim Board and gypsum wall board may be substituted. Rim board needs to be sized for vertical and lateral load. Details per APA PR-S201 RBI. Compliance of the fire-resistance rated construction assemblies with applicable building code is the responsibility of the design professional of record and/or authority having jurisdiction. (1) hour rated wall assembly (1) hour rated wall assembly Boise Cascade (1") minimum rimboard Boise Cascade (1") minimum rimboard One-Hour Fire Resistance Rated Rim Board Assemblies Interior Single Wall Application (1) hour rated —J V(1) (1) hour rated floor/ceiling H floor/ceiling assembly assembly hour rated wall assembly (1) hour rated— H [_ (1) hour rated floor/ceiling 4_(1) floor/ceiling assembly assembly hour rated wall asseml hour rated 2"x6" ll assembly (1) hour rated 2"x6" wall assembly (14") Type (X) gypsum board, each side - (I") minimum Boise Cascade Rimboard (14") Type (X) gypsum board, each side—. (1") minimum Boise Cascade Rim board Type (X)-3 gypsum board ceiling t (14°) Type (X) gypsum board ceiling (1) hour rated 2x6 mm. wall assembly (14°) Type (X)— gypsum board ceiling (14") Type (X) gypsum board ceiling (1) hour rated 2x6 mm. wall assembly Notes: Rim assembly for fire from either side of wall. Gypsum wallboard shown on the ceiling is to protect the Rim Board only; it does not necessarily cause the floor assembly to be rated. Attach 1/ Type X to Rim Board with 1 1,4' Type W drywall screws spaced 12" o.c. Attach Ye" Type X to Rim Board with 2" Type W drywall screws spaced 12" o.c. Provide minimum 1%" bearing for I-Joist. Boise cse SW? SIN I 15 SI STATES iSe Dek nO Inst aUSos G1 Ide * 06/0212015 Use only fire rated gypsum wallboard. Type C may be substi- tuted for Type X. Rim Board and gypsum wallboard thickness are shown as minimums. Thicker Rim Board and gypsum wall board may be substituted. When two layers of gypsum wallboard are used, I-joist end nails shall be 16d box nails. Rim board needs to be sized for vertical and lateral load. Details per APA PR-S201 R132. Compliance of the fire-resistance rated construction assemblies with applicable building code is the responsibility of the design professional of record and/or authority having jurisdiction. One-Hour Fire Resistance Rated Rim Board Assemblies"---- Interior Double Wall Application (1) hour rated wall assembly (1") minimum Boise Cascade Rimboard (1) hour rated wall assembly J LIX- (1")minimum Boise Cascade Rimboard (1) hour rated floor/ceiling assembly floor/ceiling assembly —i II'(1) hour rated (1) hour rated _ _____ wall assembly (1) hour rated— L__(1) hour rated floor/ceiling assembly floor/ceiling assembly (1) hour rated IJj i wall assembly (1) hour rated 2x6 mm. wall assembly IL- (1) hour rated 2x6 mm. 1/ wall assembly (2) layers of V II (1") minimum (2) layers of (1) minimum Type (X) -II -Boise Cascade (W) Type (X) \ J/-- Boise Cascade gypsum board Rimboard gypsum board ' RR1board Unrated L Unrated :jUnrated floor/ceiling as assembly floor/ceiling assembly unrat embly floor/ceiling floor/ceiling assembly jjl) hour rated 2x6 mm. ) hour rated 2x6 mm. A---h wall assembly wall assembly Notes: Rim assembly for fire from either side of wall. Gypsum wallboard shown on the ceiling is to protect the Rim Board only; it does not necessarily cause the floor assembly to be rated. Attach 1/2 Type X to Rim Board with 11/2" Type W drywall screws spaced 12° o.c. Attach %" Type X to Rim Board with 2° Type W drywall screws spaced 12° o.c. Provide minimum 1%" bearing for I-Joist. Use only fire rated gypsum wallboard. Type C may be substi- tuted for Type X. Rim Board and gypsum wallboard thickness are shown as minimums. Thicker Rim Board and gypsum wall board may be substituted. When two layers of gypsum wallboard are used, I-joist end nails shall be 16d box nails. Rim board needs to be sized for vertical and lateral load. Details per APA PR-S201 R133. Compliance of the fire-resistance rated construction assemblies with applicable building code is the responsibility of the design professional of record and/or authority having jurisdiction. Boise (,;de EWP • UNFIEDS FATES Hr& Design and Insiallaflon Guide 06102!2015 (2) hour rated wall 2x6 mm. assembly (2) hour rated wall 2x6 mm. assembly - 1Two-HourFire ResistanceIIRatediRim i Board Assemblies Interior Double Wall Application (2) hour rated wall assembly (2) hour rated wall assembly Boise Cascade (1") minimum— rimboard rated assembly (2) hour rated wall assembly Boise Cascade (1") minimum— rimboard L_ (2) hour rated floor/ceiling assembly (2) hour rated wall assembly Boise Cascade (1") minimum - (2) layers of rimboard with (%") Type (X) gypsum board ¶ (1)hour rated L_ floor/ceiling assembly hour rated wall mm. assembly Boise Cascade (1") minimum - (2) layers of rimboard with (%") Type (X) gypsum board 1) hour rated assembly hour rated wall mm. assembly Notes: Rim assembly for fire from either side of wall. Gypsum wallboard shown on the ceiling is to protect the Rim Board only; it does not necessarily cause the floor assembly to be rated. Attach %" Type X to Rim Board with 11/20 Type W drywall screws spaced 12" o.c. Attach %' Type X to Rim Board with 2" Type W drywall screws spaced 12" oc. Provide minimum 1%" bearing for I-Joist. E3ose Cacde EWP • UN I FE F) STATES Fite Design and nsaUaTnrI Gdde • 06102/20T5 Use only fire rated gypsum wallboard. Type C may be substi- tuted for Type X. Rim Board and gypsum wallboard thickness are shown as minimums. Thicker Rim Board and gypsum wall board may be substituted. When two layers of gypsum wallboard are used, I-joist end nails shall be 16d box nails. Rim board needs to be sized for vertical and lateral load. Details per APA PR-S201 R133. Compliance of the fire-resistance rated construction assemblies with applicable building code is the responsibility of the design professional of record and/or authority having jurisdiction. Sp __rinkler Attachments Jniroductior...____ Sprinkler systems provide reliable and effective suppression against fire. Though typically used in commercial-type buildings, sprinkler systems are also being installed in residential construction. Consult with the local building official for further information on sprinkler requirements. The details shown on pages 20-23 refer to the proper connection of commercial sprinkler pipe to Boise Cascade I-Joists. Connections to VERSA-LAM® and BOISE GLULAM® beams are similar to those used with solid-sawn lumber. Sprinkler pipe may also be routed through webs of Boise Cascade I-Joists; please refer to the specific joist's hole chart on pages 24-25. Brackets, fixtures, and hangers shown in the sprinkler attachment details are referenced to the National Fire Protection Association (NPFA), an international, non- profit organization who publishes fire code and standards recognized worldwide. The following details may be used for residential sprinklers but it should be noted that residential systems typically use much lighter and smaller pipe. The 2" diameter and smaller pipes used in residential sprinkler systems may bear directly on the joist web when routed through web holes. Residential sprinkler attachment details are shown on page 23. Commercial Sprinkler Pipe-Weights - The weight of water-filled W.rFiUed sprinkler pipe shall be added Sprinkler Pipe IL to the dead load of the joist or beam design. The following tables provide weights of typical commercial sprinkler pipe. Schedule #40 Steel Pipe Pipe Size [diameter - in] Total Weight [lb/ft] 1 2.1 1.5 3.6 2 5.1 2.5 7.9 3 10.8 3.5 13.4 4 16.3 5 23.3 6 31.5 Schedule #1.0 Steel Pipe Pipe Size [diameter - in] Total Weight [lb/ft] 1.25 2.5 1.5 3.0 2 4.2 2.5 5.9 3 7.9 4 11.8 6 23.0 Sprinkler Aftacbm ent Detail&ESOI -FS03___ Two Screw Ceiling Flange Two Screw Ceilina Flanue 2' Maximum Pipe Size Boise Cascade 1-joist -w (2) screw ceiling plate Ii' x 11/2" lag screws QQ NFPA- approved T fixture and bracket 2' max diameter pipe Attach the sprinkler apparatus as shown. Pre-drill pilot holes for lag screws. The sprinkler apparatus including the hanger, brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of the NFPA 13, 130, 13R or the authority having jurisdiction. The design of the Boise Cascade I-Joist system shall also include the weight of the piping system and temporary loading. Side Beam Bracket Side Beam Bracket 21/2" Maximum Pipe Size Boise Cascade ]-joist 2"x6x18' bloci OF or SP #2 or bti W diameter machine bolt with nut and washer NFPA approved fixture and bracket"\\ ri- 2%"min 2W max diameter pipe Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger, brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of NFPA 13,13D, 13R or the authority having jurisdiction. The design of the Boise Cascade 1-joist system shall also include the weight of the piping system and temporary loading. Boise Cde EWE UNITED STATES Fire De~:~gn ariii kiuIlation Guide -0&02!2015 Sprinkler Attachment Details-ESO-4 -FS111 7 Eye Rod Hanger 1 '-" Eye Rod Hanger E e Rod Hanger 31/2" Maximum Pipe Size 1.ascaoe.-\ -joist -..------ 48" max —'.-I (4) 16d-common nails each end 4x_ DF or- SP #2 or btr 'I,." x 3" Iag- PA approved fixture '.4" max diameter pipe 3%" Maximum Pipe Size Boise Cascade I-joist 2"xfl" block OF or SP #2 or btr grain oriented vertical W diameter mm machine bolt with nut and washer NFPA approved fixture and bracket 31/2* max diameter pipe Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger, brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of NFPA 13, 13D, 13R or the authority having jurisdiction. The design of the Boise Cascade 1-joist system shall also include the weight of the piping system and temporary loading. I••Joist Hanger oistHager Maximum Pipe Size Boise Cascade I-joist Proper sized I-Joist bracket NFPA approved a an Attach the sprinkler apparatus as shown. bracket The sprinkler apparatus including the hanger, brackets, hanger rod, pipe, clamps, nuts, bolts, washers, tag screws, wood screws and installation shall be per the current provisions of the NFPA 13 4" max dix. 13D. 13R or the authority having jurisdiction, pipe The design of the Boise Cascade 1-joist system shall also include the weight of the piping system and temporary loading. Inverted U Hanger Attach the sprinkler apparatus as shown, The sprinkler apparatus including the hanger, brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of NFPA 13, 130, 13R or the authority having jurisdiction. The design of the Boise Cascade t-joixt system shall also include the weight of the piping system and temporary loading. Pre-drill pilot hole for lag screw, allow for proper clearance from the lag to the bottom of the blockino. 21/V for branch lines and 3" for main lines. U Hanger R ianer "Maximum Pipe Size Boise Cascade 1-joist 2"x6"x18" block DF or SP #2 or btr (2)'.4" machine bolts, washers and nuts NFPA aporoved hanger 4" max die sprinkler PiPe. - Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger, brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of the NFPA 13, 130, 13R or the authority having jurisdiction. The design of the Boise Cascade 1-joist system shall also include the weight of the piping system and temporary loading. / U Hanger Inverted Maximum Pipe Size Boise Cascade Hoist 4" max diameter pipe NFPA approved hanger (2) 'A" machine bolts with washers and nuts i Jim 2"x6"x18" block DF or SP #2 or btr Hanger 4" Maximum Pipe Size I'jOiSt I.— 48" max (4) 16d common nails ea h end 4x DF or or btr (2)"x3"lag NFPA Attach the sprinkler apparatus as shown. I . 4" max diameter pipe The sprinkler apparatus including the hanger, brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag Attach the sprinkler apparatus as shown. screws, wood screws and installation shall be per the The sprinkler apparatus including the hanger brackets, hanger rod pine, clamps, nuts, bolts, lao installation be the washers screws, woo n screws and shall per current current provisions of the NFPA 13, 130, 13R or the provisions of tle ..FPA 13, 13D, 13R or the authority having jurisoiction, authority having jurisdiction. The design of the Boise Cascade 1-joist system shall also include the weight of the The design of the Boise Cascade 1-joist system shall piping system and temporary loading. also include the weight of the piping system and Pre-drill pilot hole for lag screw, allow for oroper clearance from the lag to the bottom of temporary loading, the blocking, 2W for branch lines and 3" for main lines. Boise Cascade EWP UNITED STATES Fire Dcsign and laslallaiioni Guide U6iO220l5 - Pipe Strap k , 4" Maximum Pipe Size Boise Cascade ]-joist1 48" max NFPA ap to anger - -', (4)16dcommon L_ nails each end ' 4x Nor - or btr 4 max (2) 'A a 3" lag diameter pipe U Hanger SO (4) 16d common nails each end 4x OFor Me- Sp #2 or btr (2) W x 3" lag diameter pipe '., 4" Maximum Pipe Size 48" max— -,Pipe Strap 6 Maximum Pipe Size —32" (4) 16d common nails each end 4x OF or— 'SP#2 or btr machine-" er sher block h pwas and nuts NFPA 2"x6"x18 b ck aproved OF or SP or btr hanger 6" max pipe Sprinkler Attachment Details FSI2 -FSI7 Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of the NFPA 13, 13D, 13R or the authority having jurisdiction. Tie design of the Boise Cascade !-joist system shall also include the weight of the piping system and temporary loading. Pro-drill pilot hole for lag screw, allow for proper clearance from the lag to the bottom of the blocking, 2W for branch lines and 3" for main lines. U Hanger L~Han Maximum Pipe Size B se Cascade\ max— (4) 16d common erblock nails IL. ...., _._.....,_,..,. ' each end 4x DF or-— or btr H )( (2o machine— LI . wi:hwashers ,,,, / !\ nd nuts 2 x6 x18 block NFPA OF or SP or btr approved 6 max xture diameter pipe Attach the sprinkler apparatus as shown. fix The sprinkler apparatus including the hanger brackety, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of the NFPA 13, 130, 13R or the authority having jurisdiction. The design of the Boise Cascade )-joist system shall also include the weight of the piping system and temporary loading. Pro-drill pilot hole for lag screw, allow for proper clearance from the tag to the bottom of the blocking. 2W for branch lines and 3' for main lines. Inverted U Hanger Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger brackets, hanger rod, pipe, clamps, nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of the NFPA 13, 130, 13R or the authority having jurisctiction. The design of the Boise Cascade ]-joist system shall also include the weight of the piping system and temporary loading. Pro-drill pilot hole for lag screw, allow for proper clearance from the lag to the bottom of the blocking, 2W for branch lines and 3" for main lines. Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger )rackets, hanger rod, pipe, clamps, nuts, bolts, washers, laq screws, wood screws and installation shall be per the current provisions of the NFPA 13, 130, 13R or the authority having junsdiction. The design of the Boise Cascade !-joist system shall also include the weight of the piping system and temporary loading. Pro-drill pilot hole for lag screw, allow for proper clearance from the lag to the bottom of the blocking, 2W for branch lines and 3" for main lines. Inverted U Hanger I r dUHar u' Maximum Pipe Size Boise Cascade l"toiat 1-32' max— [:mmon h end l:: 4x DFor— SP#2 or btr (.2) W machine- bol)s block per with washers and nuts NFPA 2"x6'xl8 block approved 6 max OF or SP or btr fixture pipe Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger brackets, hanger rod, pipe, clamps. nuts, bolts, washers, lag screws, wood screws and installation shall be per the current provisions of the NFPA 13, 130, 13R or the authority having lunsdicfion. The design of the Boise Cascade !-Joist system shall also include the weight of the piping system and temporary loading. Pro-drill pilot hole for lag screw, allow for proper clearance from the lag to the bottom of the blocking, 2W for branch lines and 3" for main lines. Seismic Bracing A 10 ea. 16d nails, clinched Bracin Detail for Torces Parallel to 0 Boise Cascade 1-joists (110) ea—, Cascade 16d nails, clinched ImJoist V min. 24 #2 or btr Nalle? Cascade I-loist -4o- A Gap, Piping ii Glue all contact surfaces with floor 1. min. adhesive. 2) Allowable loads shown represent I only the capacity of the Boise Allowable Horizontal Seismic Forces (ibs.) Cascade i1oists, for sprinkler E hanger apparatus capacities and Angie to Voriicoi a __________________ connections, consul[ manufacture s- I 45 err Section A-A or applicable version of..... 13. -----l-----------4-------j Ant 620 760 i Eiic EVVP UNITED ElATES FTit Deitigri a :id lislellaioii Guide '00102/201E Glue all contact surfaces with floor adhesine. Allowable loads shown represent only the capacity of the Boise Cascade 1-Joisle, for sprinkler hanger apparatus capacities and conn ections consult manufacture or applicable version of NFPA 13. Allowable Horizontal Seismic Forces (lbs.) Angle To Vertical a 30 45 60" 390 600 1 600 Sprinkler Attachment Details FS18 -f$21 Seismic Bracing / Seismic Bracing Detail for Notch 4x10 around joist flange. Forces Parallel or Perpendicula leave 118" gap as shown (sire) to Boise Cascade [-Joists (4) ea 8d common staggered for Pipe Bracing Boise Cascade I-Joist Floor sheathing .1 / (8)ea. 1 O per side .1 common nails, attach as shown, stagger to limit splitting. IT Alternate attachment method, attach per NFPA Blocking Attachment to Joist d common nails each end ir SP #2 or btr— (2) 3/8" machine bolts per block with washers and outs 2"6"x`18" block DF or SP #2 or bb See Boise Cascade / I-Joist hole churl Slockigg to Joist Hanger Attachment Varies 6" Maximum Pipe Size 24 max—'--e- ] NFPA approved hanger 6 max pipe Attach the sprinkler apparatus as shown. The sprinkler apparatus including the hanger brackets, hanger rod, pipe, clamps, nuts. bolts, washers, la screws, wood screws and installation shall be per the current provisions of the NFPA 13, 130, 13R or the authority having jurisdiction. The design of the Boise Cascade I-joist system shall also include the weight of the piping system and temporary loading. Pre-drill pilot hole for lag screw, allow for proper clearance from the lag to the bottom of the blocklna. For additional Boise Cascade I-Joist fire sprinkler attachment details, please contact Boise Cascade EWP engineering. Residentia l Sprinkler Details Residential Construction / Stand-off Hanger for CPVC Pipe Residential Construction \L Stand-off Hanger for CPVC Pipe H W & 1" CPVC pipe I Restrainer Install fire sprinkler system per current edition of NFPA 13 Cascade I-Joist irtnkler piping Residential Construction / Perpendicular to Joists for CPVC Pipe ~ Residential Construction / Perpendicular to Joists for CPVC Pipe 1/,' & 1" CPVC pipe bearing on web, - ' no blocking required ""- Hanger / Restrainer Install fire sprinkler system per current edition of NFPA 13 Boise Cascade loist Hanger / Restrainer --_ II 11— Fire sprinkler piping Her Boise Cascade EWP • UN ('FEE) STATES Fire Desiqn And lnsialluiorr Guide • 06/02/2015 (see table below) A1h/2 round hole may be cut anywhere in the web. Do not cut holes Provide at least 3" of larger than 11/2" clearance from other holes, round in cantilevers. No holes (except knockouts) allowed in bearing zones 00 NOT cut or notch flange DO cut in web area ::- as specified 1 Minimum spacing = 2x greatest dimension of largest hole (knockouts exempt) o BCI® Joist Hole Location & Sizing BCI® Joists are manufactured with 11/2" round perforated knockouts in the web at approximately 12" on center Minimum distance from support, listed in table below, is required for all holes greater than 111211 Round Hole Diameter [in] 2 3 8 ii 1 1 Rectangular hole Sid [in] - - 7 - - - Any i 8 1-0 1-1" 1'-8" 2-4" 2-11 3-7" Span 1211,0,, 17" ' ' 5-4" Joist 16 1'-O" 2-2" 3-5" 4-6" 5'-1 l" 7-2" Round Hole Diameter ]in] 2 3 4 5 6 7 8 81 10 11 12 13 14 1 Rectangular Hole Side [in] - - - 2 3 5 7 8 - - - - - - 8 1-0" 1-1" i 1-6" 2-0' 2-5 2-11 3-5' 3-10" AnySpas 12 l'O" 1'7" 2'3" 3'O" 3'8" 4"S" 5'l" 5'9' IftI Joist 16 1'2" 2'l" 3'0" 40, 4'11" 5'-10" 610" 7'8" 20 1-5" 2-7" 3'-10" i 5-0" 6'-2" 7-4" 8'-6" 9-7" Round Hole Diameter fin[ 2 3 4 5 6 7 8 8-/8 10 11 12 13 14 1 Rectangular Hole Side in] - - - - 2 3 5 6 8 9 - - - 8 1-0" 1-1 1-2" 1-2" 1'-6" 1-I1" 2'-4" 2-9 3-3' 38 12 1-0" 1-1" 1-2" 1-7" 2-3" 2-11" 3'-6"4'-1" 4-10 5-6' Any Span 16 14' 1-0" 1-1" 1-3" 2-2" 3-0" 3-10" 4-9" 5-6' 6-6 7-4" Joist 20 1'-0" 1-I" 1-7" 2-8" 3-9" i 4'-10" 5-11" 6-10 8 V 9-2" 24 1'-0" 1-1 1-11" 3'-3" 4-6" 5-10" 7-1" 8-3 9-9' 11-0" Rood Hole Diameter ]in] 2 3 4 5 6 7 8 87 10 11 12 13 14 15 Rectangular Hole Side ]in] - - - - - 2 3 5 6 8 9 10 - - 8 1'-0" 1,-1" 1-2" 1-2" 1-3' 1-3' V-7" 1-11' 2-4" 2-9" 3-2" 3-7" 12 1-0" 1,-1" 1-2" 1'-2" 1-3" 19' 2-4 2-11" 3'-7" 4-2" 4'-9" 5'-4" Any 16" span 16 1-0" 1'-l" 1'-2" 1-2" 1-7 25' 3-2 3-10" 4'-9" 5-7" 64" 7-2" IN Joist 20 i'-o" 1-1" 1-2" 1-2" 2-0' 30 4-0' 4-10' 5-11" 6-11' 7'-111" 8-11" 24 1-0" 1,-1 1-2 1-3' 2'-Y 3-7 4'-9" 5-10' 7-2' 8-4' 9-6 10-9' Round Hole Diameter [in) 2 3 4 5 6 7 8 8'/, 10 11 12 13 14 15 Rectangular Hole Side [in] - - - - - 2 3 5 6 7 9 10 11 12 1'-O" 1,-11" 1'-2" 1-2" 1'-S" 1,-li" 2'-4" 2-9" 3-3" 3-9" 4-2" 4-8" 5-1" 5'-7" 18" 16 1-0" 1-1" 1-2" 1-4" 1-11" 2'-7" 3'-2" 3-8" 4-5" 5-0" 5'-7" 6-3" 6'-10" 7-5" BCIQ) span 20 1'O" 1,-i" 1-2" 1-8" 2-5" 3'-3" 4-0" 4-8" 5'-6" 6'-3" 7'-O" 7-9" 8'-7" 9-4" go Joist 24 1-0" 1,-11" I 1'-2" 2'-O" 2-11" 3-10" 4-9" 5'-7" 6-7" 7-6" 8-5" 9-4" 10-3" 11-2" 28 1'-4" 2'-5" 3'-S" 4'-6" 5'-7" 6'-6" 7-9' 8-9' 9-10 10-11" 12-0" 13-1" Round Hole Diameter [in] 2 3 4 5 6 7 8 8% 10 11 12 13 14 15 RectaogularHote Side [in] - - - - - - - 2 3 5 6 7 8 10 12 1'-O" 1,-i" 1-2" 1-2" 1-3" 1'-6" 1,-li" 2-3" 2-9" 3'-2" 3'-7" 3-li" 4'-4" 4-9" 20' 16 1-0" 1,-1" 1-2" 1-2" 1-6" 2-1' 2'-7" i 3-1" 3'-8" 44" 4'-9" 5'-3" 5-10" 64" Span 20 1-0" 1,-i" 1-2" 1-3" V-11" 2'-7" 3-3" 3-10" 4-7" 54" 5-11" 6-7" 74" 8-0" 902.0 Joist 1 24 1-0" 1-1" 1-2" 1-6" 2-4" 3-1" 3-11" 4-7" 5'-6" 6-4" 7'-2" 7-11" 8-9" 9'-7' 28 1-0" 1,-i" i'-2" 1-9" 2-8" 3-8" 4-7" 5-5" 6-6" 7-5" 8-4" 9-3" 104" 11-2" Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 1/2 round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned vertically anywhere in the web. The joist may be set with the 1/2 knockout holes turned either up or down. This table was designed to apply to the design conditions covered by tables elsewhere in this publication. Use the BC CALCe software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC° software. C,ii ' 1 ES F nSaFEuFFon Suklo '06;022018 AJS® Joist Hole Location & Sizing r T AJS8 Joists are manufactured with 11/2" round perforated knockouts in the web at approximately 12' on center Minimum spacing 2x greatest dimension D of largest hole (knockouts exempt) D (see table below) (see table below) - P J fl No holes (except knockouts) '- A 1%" round hole may be I allowed In bearing zones cut anywhere In the web. Do not cut holes Provide at least 3" of larger than 11/2" clearance from other holes, round in cantilevers. Minimum distance from support, listed in table below, is required for all holes areater than 11/2" 00 NOT / cut or notch flange DO cut in web area as specified ci] AJS JOISTS ONLY - Round Hole Diameter [in] 2 3 4 5 o o' 7 8 - 018 v lu 11 14 13 Rectangular Hole Side [in] - - 2 4 6 6 - - - - - 3' 2-8" 3-1" 4-0S5 3-6" 4-0 Anyap an 4 0 48 5 6 0 6 0 1 6 5-5" 6-3" 4 7-1" 5 8-0 6 6% 7 8-0 1 8 Round Hole Diameter [in] 2 3 89 9 10 11 12 13 Rectangular Hole Side Lin] - - 2 3 4 5 .. 8 - - - - - 4" f 51Any s[ft] 11J Joist H fl U -4-i H 2-0 Round Hole Diameter [in] 2 3 4 5 6 61/2 7 8 - 8'/ 9 10 11 12 13 Rectangular Hole Side fin] - - - - 2 3 3 5 6 6 8 9 - - 8j11 1519 2125 27128 3O34 34138 40 Any 12 1'8" 2'-2" I 2'-8" 3-1' 3-7" 3-10" 4'l" 4'7" 5'4" 5'6" 6'O 8± 14 16123 2111. [36 42i410 52 r55 6116869 Joist if 20 2-10" 3'-71j 4-5" 5-3" 6-0' 6'-5" 6-10" 7-7" 8-4" 8-5" 9-3" 10-0 2ff3544 54 63173 79 8'.2" 9'.2" {öo 10'.1" 11' Round Hole Diameter [in] 2 3 4 5 6 6% 7 8 8/ 9 10 11 12 13 Rectangular Hole Side [in] - - - - - ' 2 3 5 5 6 8 9 10 8 1 10 11114 17 111 21j22 26 29 29131 3438311 Any 12 1-2" 1-7" 12-0' 2-5" - 2-11" 3-1" 3-4" 3-9" 4-1" 4'-2" 4-7" 5-15-6" 5-11" 16 Span 1617 2128 33 310 4214550 56 57 62 69 74 711 Joist 20 1-11" 24" 3-5" 4-1' 4-10' 5-2 15-7 6'4" 6-11" - 7-0" '7-9' 8-5" 9-2" 9-11' 24 2-4" 3-2' 4-1" 4-11" 5-10" 6-3" 6-8" 74" 8-3" 8'- 9'-Y 10-2" 11-0" 11-10" Round Hole Diameter Tin] 2 3 4 5 6 61/ 7 6 87, 9 10 11 12 13 Rectangular Hole Side n1 - - - - - - - 2 3 3 5 6 7 9 8, 1-0' 1-1" 1-2" 1-2" I 1-4' 1-6" El-a" 24" 2-4" 2-4" 2'-9" 3-1" 3-5" 12 1-0' 1-1' 1-2' 1-5" 24" 2-3" 2-6"T-0" 3'-6" 3-7" 4-1" 4-8" 5-2" 5-9" Span 16 1-0" 1-1" 1-3' V-11" 2'-8" 3-0" 3-4" 4-1' 4-8" 4-9" 6-6" 1 64" 6-11" 1 7-8" AJS [6] 20 1-0" 1-1" 1-6" 2'-5" 3-4" 3-9" 4-2" 5-1" 5-10" 6-0" 6-11" 7-9" 8-8" ' 9-7" 24 1,-25130 .i,' 1-0" : 1-10" 2-11" 4-0" 4-6" 5-1" 6-1" 7'1"i7'2" 8-3" 9-4" 11-6" 28 1-0" 1-1" 2-2" 3-5" 4-8" 5-3" 5-11" 7-2" 8-3" 8-5" 9-8" 10-11" 12-2"' 13-5" Hole Diameter t] i_ L - 9 101 12 13 nularHoleS dejini - ,: : - 8 10 11 12 12 13 13 15 18 20 20124 28211 12 1-0" 1-1" 1-2" 1-2" 1-7' 1-10" 2-1" ' 2-7' 3-0" 3-0" 3-6" 4-0" 4-5" Span 16 1-0" 1-1" 1-2" 1-7" 2'-2" 4-11 AJS " 2'-6" 2-10" 3-5" 4'-0" ' 4'-l" 4-8" 5-4" 5-11" 6'-7" t] 20 1-0" 1,-i" 1-2" 1,-li,' 2-9" 3-1" 3-6" 4-4" 5-0" 5-1" 5-10" 6-8" 7-5" 8'-3" 25/30 24 1'0" 1'1" 1'5" 2'-4" 3'3" 3'9" 4'3" 5'2" 6'4" ' 6'l" 7'l" 8'O" 8'll" 9'10" 2'-9" 3-10" 4-5" 4-11" 6-0" 7-0" 7-2" 8-3" 9-4" 10-5" 11-6" Round Hoe Diameter [in] 2 3 4 1 5 6 6'/ 7 8 8% I 9 10 11 127, 13 RectangulrHoleSide[in] - 2 3 5 6 10 1-0" 11-1" 1-2"1-3" 1-3" 1-3" 1-7" 1,-li" 2-0" 2-4" 2-8" 3-1" 3-5" U 0" 14' 2" 2" 1-3'Th" 1-9" 2 -3" ' ' ' W ' " 22 Span -f:c- " AJ Se 20 [ft] 22 1'-0" 1,-i" 1-2" 1-2" 1-11" 2'-4" 2'9" I 3-7" 4-3" 44" 62" 6'0" 6'9" 7'7" 1-4" 2'4" 2'-9" 3-3" 4-3" 5-1" 5-2" 6-1" 74" 8-0" 94" 1-2" 7" 28"J33" 3-9" 4-10" 0" 69" T4' 69" 69"4" Round Hole Diameter [in] 2 - 3 4 E 5 6 6% 7 8 898 9 , 10 11 12 , 13 Rectangular Hole Side [in] 2 3 4 10 ' 1-0" - 1,-i" 1-2" 1-2" ' 1-3" 1-3' ' 1'-3" 1-4" 1-5" 1-6" 1-10" 1 2-2" 2-6" 2-10" 14 1-0" 1,-i" - 1-2" 1 1-2" ' 1-3" 1-3" 1-3" 1-7" 2-0" 2-1" 1 2'-7" 3-0" 1 3-6" 4-0" AJSe1SPan 1810 11 12 12 13 13]15 , 21127 28133 31146 52 tj ' 22 ' 1-0" 1-1" 1-2" 1-2" 1-3" 1-4" 1-9" 2-6" 3-2" 3-3"1.11 111. 4-0" 4-9" 5-7' 64" - 25/30 26 1-0" 1-1" 1-2" 1-2" 1-3" 1-7" 2-1" 3-0" 3-9" 3-10" 4-9" 6-8" 6'-7" 7-5" - 30 1-0" 1,-i" 1-2" -2" 1-4" 1-11" '1 2-5" 3-5" 8 4'6" 5-6" 6-6" 1 i'-7" Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions, For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole, 1%' round knockouts in the web may be removed by using a short piece of metal pipe and hammer, Holes may be positioned verti- cally anywhere in the web. The joist may be set with the 11/2" knockout holes turned either up or down, This table was designed to apply to the design conditions covered by tables elsewhere in this publication. Use the BC CALC0 software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC® software. Boise Cascade EWP • UNI'i'EL) S rAtES Fire Lesigi and Illatalla; 18 G181d' ' 06,02120- ______ Calculated Fire Resistance VERSA-LAM® and BOISE GLULAM® beams and columns may be used as exposed members in fire resistance rated construction. The 2009 IBC references Chapter 16 of the National Design Specification for Wood Construction (NDS) for exposed wood member design procedures. Calculation procedures in Chapter 16 of the NDS ensure wood members are of sufficient size and capacity to carry the applied loads when adjusted for fire exposure. Adjustment of member carrying capacity is based upon the charring that occurs on the outside of a wood beam or column exposed to heat and flame. Char is the residue created from the combustion of wood. Charring forms a self-insulating surface layer, which protects the wood fiber within from higher temperatures. Thus, the inner section of a beam or column retains its structural properties during a fire. VERSA-LAM® and BOISE GLULAM® beams have an equivalent char rate to that of commonly accepted solid sawn timber of approximately 11/2 inches per hour. A char rate allows for the calculated fire resistance of a beam or column, since an uncharred cross- section can be estimated for a specified fire duration. Chapter 16 of the NDS provides an effective char layer thickness for fire resistance calculations. The char layer thickness is based upon a char rate of 11/2 inches per hour plus an additional thickness that accounts for heat damage at char/wood boundary. The remaining dimensions are then used to calculate section properties. Fire Resistance Rating Effective Char Layer Thickness [hr] aehar [in] 1.8 411/2 CalculatedftLeRes1stance - .V ERSA-LAM® VERSA-LAM® may be utilized in structures where component fire resistance is required due to its equivalent char rate to solid sawn lumber. The following is a floor beam design example following design procedures in chapter 16 of the NDS: Example 1: VERSA-LAM Floor Beam Problem: AT' x 14" VERSA-LAM® 2.0 3100 beam is specified in a floor application. resistance if exposed on three sides? Design loading is as follows: Span Length: 24'-0" (simple span) Floor Live Load: 50 psf, Floor Dead Load: 12 psf Tributary Area Width: 12'-0" Will the beam be adequate for a one hour fire = 1.8 ]:~—B = " bfire 7~4 a0har = 1.8" Solution: Step 1: Determine allowable moment capacity after one hour fire exposure Since the beam is exposed on three sides, bfire = 3.4" and dfire = 12.2". The resulting section properties are: Area (Afi ) = bf *dfi = 41.5 in Section Modulus (Sfire) = bf. *d fire 2/6 = 84.3 in Per NDS, the average bending strength may be used in fire design. Thus, the allowable bending stress is multiplied by a 2.85 factor. Since lateral support is assumed to be maintained during the fire, only the depth factor (Cf) shall be applied. The depth factor is calculated using the original beam depth. Allowable Moment = 285*Flb*Cf*Sfire = 2.85*3100*(12/14)(119)*84.3 = 61,012 1b4ft Step 2: Determine Actual Moment Actual Moment = w*L2/8 = (50+12)*12*242/8 = 53,568 lb*ft Actual Moment <Allowable Moment: 51/4fl x 14" VERSA-LAM® rated for one hour fire resistance dfiro = 12.2" D = 14" achar 1.8" $ Note: ASCE 7 is the publication referenced in the IBC for determining building design loads. The commentary of ASCE 7 contains a section on design loading in extraordinary events. For an event such as a fire, the following load combination is given: 1 .2*dead load + (0.5*live load or 0.2*snow load). In the previous example, actual moment would have been considerably less using this load combination. The choice of a design load combination is the responsibility of the specific project's design professional of record. Boise (sde EVVP 55555 SitS ES Fue Design and InsiplialionGuide -06102.12015 Calculated Fire Resistance - BOISE GLULAM® BOISE GLULAMO beams may be designed for projects where the fire resistance of individual components is necessary. Due to glulam Iayups - higher grade laminations are located in the top and bottom of the beam - a specific layup is required depending upon the fire duration required. For a 1 hour rated beam, an additional high grade tension lamination replaces a middle core lamination (see adjacent figure). 11/2 and 2 hour fire-rated glulam beams may also be manufactured. For beams exposed to fire on all four sides, an equal number of high grade laminations are added to the top as well. All fire modified glulams are stamped with their corresponding fire duration rating. Since all fire- rated glulam beams are custom-order, please contact your local Boise Cascade representative for ordering. Fire resistance can be calculated for non fire modified glulams as well. Without the bottom tension lamination, allowable design stresses can be calculated at 70% of the original design stresses. This reduction can only be applied to one hour fire ratings. Since the reduction is significant, the use of fire rated glulams typically provide a more efficient design. Compression lams at top Core lams in middle Tension lams at bottom Standard BOISE GLULAM11 Layup One core lam removed from middle One additional tension lam at bottom One-Hour Rated BOISE GLULAM® Layup A 6%" x 24" BOISE GLULAM 24F-V4/DF beam is specified in a ridge beam application. Will this beam with a fire rated layup be adequate for a one hour fire resistance if exposed on three sides? Design loading is as follows: Span Length: 30'-0" (simple span) Snow Load: 40 psf, Roof Dead Load: 15 psf Tributary Area Width: 16'-0" Solution: Step 1: Determine allowable moment capacity after one hour fire exposure Since the beam is exposed on three sides, bfire = 3.15" and d,.= 22.2". The resulting section properties are: Area (Afi )=bfire *d fire =69.9in' Section Modulus (Sfie) = b *d fire fire 2/6=259in3 Lateral support is assumed to be maintained during the fire, thus only the volume factor (Cu) shall be applied. The volume factor is calculated using the original beam dimensions. Volume Factor = (5.12516.75)01*(12/24)01*(21130)01 = 0.88 Allowable Moment = 2•85*F b*CV*Sfife = 2.85*2400*0.88*259 = 129,300 lb*ft Step 2: Determine Actual Moment Actual Moment = wLI8 = (40+15)*16*302/8 = 99,000 lb*ft Actual Moment < Allowable Moment: 6 3/4" x 24" BOISE GLULAM 24F-V4/DF beam rated for one hour fire resistance Note: If the BOISE GLULAM® was not a fire rated adjusted layup, the Allowable Moment = 0.7*129,300 lb*ft = 90,510 lb*ft, which would not be structurally adequate for this application. :flQ Casde Er • UM 1PED STATES Fire Design and ':aci Cie 06102120 15 Calculated Fire Resistance -BOISE GLU LAM® Example 3: BOISE GL_ Column Problem: An 8%" x 9" BOISE GLULAM® Comb. #3 column is specified to support one end of the ridge beam in Example 2. Will the column be adequate for a 1 hour fire resistance if exposed to fire on four sides? Column Height: 20'-0" Column Load (1 Load ) = Ridge Beam Reaction = (40+15)*16*30/2 = 13,200 lb Solution: Note: Since Comb. #3 grade glulam columns are manufactured with the same lamination grade through out the section, a fire-rated layup is not applicable. Since the column is exposed on four sides, bfire = 5.15" and dflre = 5.4". The resulting cross sectional area is: Afire = bfire *d fire = 27.8 in Per the NDS, the average compression and column buckling strengths may be used in fire design. Thus, the allowable axial load for a column is calculated following the provisions of chapters 3 and 16 of the NDS. FCE fire = 203*[(0822*Emin)/(LeIb)2] = 2.03*[(0.822*1,004,100)/(20*1215.15)2 = 772 lb/in2 = C fire 2.58*17 = 2.58*2300 = 5934 lb/in2 • C, = [(l+(FCEfi fire re/FC ))/(2*c)] —[((l+(FCE fire IFcfire ))/(2*c))2_(FcEflre/Fcfire/c)]2 [(1+(77215934))/(2*0.9)] _[((1+(772I5934))/(2*0.9))2(772I5934I0.9)]112 = 0.13 fire = Fcfire*Cp*Afire = 5934*0.13*27.8 = 21,110 lb load < Pfire: 8Y4" x 9" BOISE GLULAM® Comb. #3 Column rated for one-hour fire resistance. Fire Design& Installation LGuide .- Notes.. Boise Cascade EWP • CMII..JIATES Fra Design and Installation Guide 0610212015 Frequently _Asked Questions .Rgrdirgfi.re. Suppression _ Q: What is the Smoke Development Index? A: The smoke development index is a measure of the concentration of smoke a material emits as it burns. VERSA-LAM® has a smoke index of 105, which is lower than most wood structural panels. A smoke development index of 450 is commonly used as a limiting value in building codes. Q: What is the difference between Type X and Type C gypsum board? A: Fire-rated gypsum board is typically available in two separate types, X and C. When exposed to heat, water evaporates from the gypsum and the particles shrink. This causes the gypsum particles to lose their bond and the board disintegrates. In Type X gypsum board, glass fiber is mixed with gypsum during the manufacturing process. The glass fiber acts as reinforcement, increasing the board's structural capacity for a longer period of time during exposure to fire. Vermiculite ore is added with glass fiber in the production of Type C gypsum board. The vermiculite ore expands with an increase in temperature, in affect counteracting the shrinkage of the gypsum particles. Thus, Type C provides greater fire resistance than Type X. It is very important that the design professional of record specifies the correct type of fire-rated gypsum board per the floor/ceiling assemblies shown on pages 7-13. Q: Are the adhesives in EWP products fire rated? A: The adhesives used in Boise Cascade EWP products have been extensively tested according to current American Society for Testing and Materials (ASTM) and Canadian Standards Association (CSA) specifications to ensure structural, moisture durability, and heat durability performance. Q: What is a flame spread rating? A: A flame spread rating is used to assess the surface flammability of building materials and interior finish products by measuring the rate that flame travels across the surface of a material. The U.S. building codes specify three classifications of building areas, dependent upon the fire hazard severity. These classifications are dependent upon the fire severity in a particular building area. A specific material is allowed in an area if its flame spread rating meets the individual classification standard. Class I or A represents areas where the fire risk is most severe, for example an exitway for a public assembly area that does not have sprinklers. Plywood and lumber that are fire-retardant treated are allowed in this most severe classification. VERSA-LAM® qualifies in the Class II or B classification. Thus, VERSA-LAM® may be installed in areas within this classification, such as exit corridors in business; educational, multi-family and hotel structures. VERSA-LAM® may also be used in Class Ill or C areas, which include all residential areas and in specific rooms of most all other structures (excluding hospitals and institutions). Most all other wood products fall into this Boise CFscade EWP • UNIT-ED S IA ES Fire Design and 1,1,14aiion Guide 06JO2f205 category, including structural panels, solid-sawn lumber, Boise Cascade BCI® and AJS® Joists, Boise Rimboard and BOISE GLULAM® Beams. It should be noted that flame spread is only a surface measurement and can not be used to determine the fire duration of a structural component. Q: Are Boise Cascade EWP products available with a fire retardant treatment? A: Boise Cascade does not manufacture any BCI®, AJS® or VERSA-LAM® with a fire retardant treatment and does not allow the products to be pressure-treated by a third-party. Fire-retardant treatments typically reduce the strength and stiffness of the wood. There are some topical treatments on the market for wood that claim to provide a Class A flame spread rating. Boise Cascade has not tested any of these products to substantiate any of the claims made by these treatments and the claims of flame spread rating for these treatments is the responsibility of the treatment manufacturer. Q: Do Boise Cascade fire assemblies have a UL® listing? A: Underwriters Laboratories® is one of several testing laboratories in North America that are certified by the national building codes to perform floor/ceiling and wall assembly testing. For those assemblies, all certified laboratories conduct the fire testing per the same ASTM provisions. If a building official or designer requests a UL number, this publication containing the assembly in question with the corresponding code reference numbers may be submitted. A complete listing of Boise Cascade fire-endurance rated assemblies can be obtained from the APA - The Engineered Wood Association at the following web address: www.apawood.org/levelb.cfm?content=prdreptmain. Q: What is mineral fiber insulation and how is it specified? A: Mineral fiber insulation is a fire resistive material composed principally of fibers manufactured from rock, slag, or glass, with or without binders. Mineral fiber insulation is typically used in one-hour floor ceiling assemblies that utilize a single layer of gypsum board (see details on pages 9-13). The mineral fiber insulation batts are basically a fire resistant substitute for the second layer of gypsum board, in order to maintain a one-hour fire rating. Mineral fiber insulation is specified in a thickness (inches) and density (pounds per cubic foot). Though the specified material dimensions should be followed in constructing assemblies, equivalent mineral fiber insulation may be substituted per approval of the project's design professional of record and Boise Cascade EWP Engineering. For example, if 2" thick - 3.5 pcf thick mineral wool is listed, a thicker but less dense product may be used if approved. An equivalent thickness for 2.8 pcf mineral wool would be 2.5" (equivalent thickness = 2" x (3.5 pcf / 2.8 pcf) = 2.5"). Fire Design & Installation Guide - Notes Boe Cascade EWP UNITED STATES Rye Design and Insiallafion Guide. 0Oi02i2O15 - Fire IiJifI1 Installati on Guide iNotes Boise Cascade EWP UNTED STATES Fire Des~gn and hsiallANo.q Gude • 06J02/20.5 • Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials distribution network for our customers, helping them to I enhance their own businesses. Boise Cascade Engineered Wood Products build netter nomes with stronger, stiller iioors using only Lifetime Guaranteed wood purchased in compliance with a number of Quality and Performance green building programs. Take a moment to view our sustainability certification site at http://www.bc.com/ Boise Cascade warrants its BCI® Joist, sustainabfflty/certification.html or view our green VERSA-LAM®, and ALLJOISr products brochure at http://www,bc.com/wood/ewp/Boise_ to comply with our specifications, to be EWP Green html free from defects in material and workmanship, Boise Cascade Engineered Wood Products and to meet or exceed our performance throughout North America can now be ordered specifications for the normal and expected life of FSC® Chain-of-Custody (COC) certified, enabling the structure when correctly stored installed and homebuilders to achieve LEED® points under U.S. used according to our Installation Guide. Green Building Council® residential and commercial ...... green building programs including LEED for Homes and LEED for New Construction Boise Cascade / Engineered Wood Products are available as PEFC® Chain- 7 of-Custody certified, SFI® Chain-of-Custody certified and . SF1 Fiber-Sourcing certified, as well as NAHB Research If in doubt, ask! 7 Center Green Approved, enabling homebuilders to also Forthe number of the closest obtain green building points through the National Green Boise Cascade EWP Building Standard distributor/support center, call 1-800232-0788 1t2 ) BOISE CASCADE, TREE-IN-A-CIRCLE, BCI, BC CALC, BC COLUMN, BC FRAMER, BC RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA- LAM, VERSA-RIM, VERSA-STRAND, and VERSA-STUD are trademarks of Boise Cascade, L.L.C. or its affiliates. For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com Your Dealer is: 4 . ( . Boise Cascade Engineered Wood Products If no dealer is listed, call 1-800-232-0788 Copyright© Boise Cascade Wood Products, L.L.C. 2,915 EWP US FDIG 06/02/2015 'a ;a US GS Design Maps Summary Report User—Specified Input Report Title eqb ss legoland hotel Thu June 15, 2017 21:04:00 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.124370N, 117.31361°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 - O iiide Carlsbad' SjnMdIco S= 1.133g SMS= 1.186g S0 = 0.791g S1 = 0.436 g SMI = 0.682 g S01 = 0.455 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1ACFR Rttptnse Spectrum Dgri Re8ptnt,,e Strum Pod. T (e) PrT() For PGA,, T1, C,,, and CR, values, please view the detailed report. PCL CRX # PCL To Insert Value if Applicable Assigned To D'Amato Conversano I(J. Gemme) Edited Send Alerts To D'Amato Conversano I (C. Chan); D'Amato Conversano I (3. Gemme); D'Amato Conversano I (3. Wei); D'Amato Edited Conversano I (M. Nuno); PCL Const Srvs (I-I. Oakley); PCL Const Srvs (T. Whitehouse); PCL Const Srvs (A. Young); PCL Const Srvs (B. Birgado); PCL Const Srvs (A. Rodriguez); PCL Const Srvs (I. Torres); Stantec Arch (C. Dianne); Stantec Arch (M. Pellett); Stantec Arch (R. Reep); Stantec Arch (S. Meyer); Project Mgmt Advisor (E. Flares); Project Mgmt Advisor (T. Giesing) Information Please -confirm the ... Edited Request IG pipe 21340- 3) 1) 2 ½" scn. 10 pie-589443Øl. Please-netei weiEhtsafebasee Piper-per ft. and••eespaced-angers Please, ...refer -t&hop dfiWings for furt.i.hef tlarificatien on sway brace koa4ens and ...ksads Please confirm the following pipe loads for the fire sprinklers are acceptable: 6" sch. 10 pipe - 23.02 lb./ft. 4" sch. 10 pipe - 11.78 lb./ft. 3" sch. 10 pipe - 5.89 lb./ft. 2 ½" sch. 10 pipe - 5.89 lb./ft. Please note, weights are based on water filled pipe per ft. and all hangers will be spaced at 10' to 12' max. intervals. Please see attached shop drawings for further clarification on sway brace locations and loads. Contractor's Proposed Solution Comments PCL kindly requests an expedite response. Edited PCL Engineer Brandon Birgado Attachments RFI-262 ATTACHMENT.pdf Edited Last Modified 8/18/2017 9:55 AM by Izary Torres Do not reply directly to this email. 3 1111111 d I!1i' MH h ?!i" : ' r' I WHIM ! ' BMWs, MINN 1 'SRI W 4 On r mmm rr; q;: ME 11ga 01m; Is. lial 9 1H WNW- - I -o 1 H11 "I-- /RIP HER R .1 H BROWNING FIRE PROTECTION, INC I 2335ARALONEAVENUEUNIT1iO .__________________ .J 0 C CAO30 - - ..... ........ ..............00 -0 I . ....... ....... LLCH2O ......... .......... ................. .... 10F12 .. .... ..______ —Il - ( i Mir I 1uJ P 8 8 p 6 9 H — F ! I 6 1 ID iqP11.•48I • 8 0 C. <NJ 8 HC 16. •86y/o6 : 84 . .41L= S 14 4 }I - 6 6 8 if i '- I + 8 6 6 - .---. 8 001110C 06* 8 I 6 811 o6O6 . 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STANDPPE#7 . .R.7 *rr - rlm 454 D ALL CPVC PIPING IS HELD TIGHT TOSTRUCTURE LATERAL BRACING IS NOT REQUIRED 00 LONGITUDIMALBRACINGTOBEEI.LERYID rr . .. o_uj 9.3~5 5. 1 W 15 q enemA af935500 leon applyeo T - 0DoO p0wurndi0doa119 nuppnrtad by roth loosthon A in. (152 torn) . ° . 0 A long measured between era top of the pipe and the points! . - 4 Lii - atnaetrmonttothnb000tngseucnuro T.1 I 9.3.5.5.11 The reqtdnome008 019.35.5 SInaI not apply . I . 0 ,._ - - .. Iii LIZ .her. Utop has" Ito we p sued to-p oeth050Ulypo hooks arrangedto keep Its pipet)rrlto Ins uoderoi000t to 5400* Ia) en nO sIr lb porroited I b d 010 ly TA—.-- - 00— - -o °oI A M 0 04 sf Ito Iwo-b gp OdOr - ZR to I090aeebenlor.tatleastt000gr008froer the verinaland N 0 0 4 9 r * theereennoeninflgthobeothIegorLiItrerodeoeeo9r0eo M coedrbons tlatdog35llt))TbL 935110(0) U.2 -o errd Table 9.3.5 11.11(c) 9.3 5.0 Loegitudrnal Sway 0*000g.ED - --------.l-24--- LI V N - A - .. C. 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ISIS T 1' L i • BROWNING FIRE PROTECTION, INC 233G ABALONE AVENUE,UNIT S2IIO TORRASCE,CA92501 288 2 LLCH2O -7 80F12 .).. .... it it [I1 11 ] ft -' €, o 1 - I 00 -- / A. ) 1/ r Ii 21 A I A . BROWNING FIRE PROTECTION, INC 2335 ABALONE AVENUE, UNIT #11O TORIRANCE, CA 90501 -------------- * -:- LLC H20 I9OF12 M N TYPICAL ADA SUITE TYPICAL GUESTROOM N A c 0 F 0 H / J K •L M p 004 H HiS I LI V D.7 E HR / A I I NO ATTIC SPACE EXISTS ON TIE MAIN ROOF NO SPRINKLERS REC UIRED REf10000 TaRe EALEOSPACE IS O&410L. SWCT GUEST ROOMS Flo - GUEST ROOMS GUESTROOMS UESTROOMS RrLWR I' IRESTAURANT; RAIL RAND ALL, ELEVATOR SHAFT NOTES SPRINKLERS ARE NOT REQUIRED AT TOP OR BOTTOM OF ELEVATOR SHAFTS IF NON-COMBUSTIBLE HYDRAULIC FLUIDS ARE USED AND CAR ENCLOSURE MATERIALS MEET THE REQUIREMENTS OF ASME SECTION 1 A17.I. SAFETY CODE FOR ELEVATORS. A SIDEWALL SPR NKLER IS TORE INSTALLED AT THE BOTTOM OF snx.e r,r= ow tOES 1000 50110 EUENATORS 00500001.00 InvBISIIII.I0 FLOE IA tO SnVC 4500 A THE SHAFT IF COMBUSTIBLE FLUIDS ARE USED AN UPRIGHT INTERMEDIATE SPRINKLER SHALL BE INSTALLED AT THE TOP OF THE SHAFT IF THE CAR ENCLOSURE MATERIALS DO NOT MEET THE REQUIREMENTS OFASME A17. 1, SAFETY CODE FOR ELEVATORS. ICE_Ordo 1000. 0. FoOte 500leen now 6.15.5.7 Combustible Suseonslon in ElevatIAS. 515.577 Sprinklers shell be installed at the top and bottom SI elf torhe10lwapwflereerdvalotsldiliee combustible suspension means such as roncirculaf elasbameno-Coaded Or polyureffianecoated steel balts r 1 1anr'0 8,15.5.7.2 The p hI Is in the I t hoWway shel notbrequiredwh IS hope 01 provide tless Is' _ than an FT-1 roli,rg often tooled In the v0t1i101 born test requirements ofUL 62, P1001510 Condo and Cables, and UL aaio k-se On ::Iet IDOl. Reterenne Standard for Electrical Wires. Cables. and Flexible Cords. 4 in Z=% A 4PIPERE 4 T N L1Q S A CWSATN 4 STANDPIPE #3 __ is 4- SM71E #7 40 STANDPIPE 06 Noss + + 4 FLEX.G.O. + CFI.BS.O.B. ~ enRaGE.40 RU GO.4FLRXQ.C. + W' STANDPIPE 04 sew ealr00et rslniori oniaan, 4' — CONTROL OIJO'Fe.RoeoEnALvE ~ 'a to- FIRE Otet nOLCE IT ' Free rIASE oaLSe E1naset,1EO 01I :.eRE BOOLVP STANDPIPE DIAGRAM NO i—E