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Plans (11) FPS2021 -00095 A B C D RECEIVED X Y Z AUG 17 2021 CITY OF TIGARD EDGE OF 3UILDING DIVISION - -- - - - ROOF DECK LINE OF (E) METAL FASCIA PANEL C10x15.3 11 16-511 V.I.F. WICX15 L6M X O X o U 2 [191/4Bts - t ONT.) _. - _ - — - - - 8 3 \ 3 \ o ' 3 3 W10x15 W10x15 W19R' ' W1 x15 C 1 v I v 14-4 21 -11 m^ - X n I-1 o 0 1 1 I—I X 2 7 2 2 17 2 M o �1 R_ 1�� o � to o m o N 1 _� `incl s( N 'U � I I cn w � I � I U � � �M LINE OF R Go 2x NT j = _ �� FASCIA PA u u 10 10 01 X U00 LO (2) HSS u u 12x4x1/2 D o U POSTS r— W10x15 T W1Ox15 i W10x uo- 28 0X1 5 2 ° 23 18 0 �C C12x20.7(CONT.) CD 0 0 CD LO Cn co co M X X X X X LINE OF ROOF ­ FASCIA 0 0 0 0 FASCIA PANEL K3 U CV 'k01 71 0-11 3 40 29 W10x15 00 W10w16ft)x15 00 W1 ' Wx 1 15 24 19 O 1 `" 30 25 20 5 4\A 26 =SCD 21 � o 6 o W10x 9 CO W10x 9 W10x 5' Ln �+Volume of System �Q Diameter (in) Volume (gal) Approx. Len (ft) 3 3 3 3 31 1.62 36 4 12-4 12-4 12-4 8-0LINE OF (E) METAL FASCIA1 1/2 14.15 134 PANEL BELOW STRUCTURE 21 � Bts C10x15.3 C10x15.3 C10x15.3 2 7.09 41 3 48.50 112 - � - - - 4 152.22 206 FIRE SPRINKLER PLAN LINE of ROOF DATA: o a 223.58 AREA: FASCIA PANEL AREA:NEW LARGE CANOPY 7t ] Q * OH HAZARD OCCUPANCY UNLESS OTHERWISE NOTED * HAZARD: OH II ® * 130 SQ. FT. MAXIMUM PROTECTION AREA FOR QUICK RESPONSE SPRINKLERS * TYPE OF SYSTEM: DRY * START OF THIS CONTRACT AT TOP OF EXISTING RISER * DENSITY: .20 GPM/FT. 1,620 SQ. FT. E F SCALE 1/8"=1'-0" * ALL ALARM & WIRING SHOWN FOR REFERENCE ONLY NOT IN CONTRACT * AREA INCREASED BY 30%AS PER NFPA 913 C G H OK © M N o o ���i ��� T 2013 FOR DRY SYSTEM SCOPE OF WORK: NO. SPRINKLERS CALCULATED: 20 CONTRACTOR SHALL INSTALL A NEW DRY PIPE FIRE SPRINKLER SYSTEM IN NEW ADDITION OF BUILDING - MAX AREA PER SPRINKLER: 100 SQ. FT. OF NON-COMBUSTIBLE UNOBSTRUCTED CONSTRUCTION. �., - HOSE ALLOWANCE: 250 GPM -_ FIRE SPRINKLER NOTES: TOTAL WATER REQUIRED: 705.326 GPM SYSTEM DESIGNED AS PER NFPA #13 2013 EDITION TOTAL PRESSURE REQUIRED: 69.162 PSI LGi 25 TOTAL SPRINKLER HEADS SAFETY FACTOR: 24.80 PSI 2,100 SQ. FT. TOTAL AREA PROTECTED TOR CONTRACTOR SHALL: PROVIDE REQUIRED SIGNS & FLUSHING CONNECTIONS EXISTING SPRINKLER RISER j CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND UNDERGROUND / PIPE SHALL BE SUBMITTED TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION r .<. ., PIPE MATERIAL: � • ALRD, t 1" SCHEDULE 40 THREADED BLACK STEEL RT`"" ;' •I� ; COMPLIANC13 /08-11 1j"-4" SCHEDULE 10 GROOVED BLACK STEEL W/ GROOVED FITTINGS ALL DIMENSIONS & ELEVATIONS ARE CENTERLINE OF PIPE & STEEL UNLESS NOTED OTHERWISE A1{tu>ycPITCH DRY SYSTEM PIPE BACK TO RISER: 0Ik,: ( ] 77506 PEMIN: 1/4" PER 10'-0" FOR MAINS - MIN: 1/2" PER 10'-0" FOR BRANCHLINES NOTE: REMOVE 900 ELBOW AND REPLACE WITH NEW TEETorr"" #: FAS Oa 1 ' O0 O 9 S3-2021 TO DRY PIPE VALVE. Ad' f�3$a Sw fiS OREGON sly ~ B3: Date: 4 7 I L. a" EXPIRATION DATE:12/31/2022 Q TO NEW DRY SYSTEM r 9 10 �p--� j x `� STEEL HANGER /250 gal 1/3 hp RISER MOUNTED AIR COMPRESSOR CONCRETE INSERT HANGER ALL THREAD ROD 1 -ALL THREAD ROD /FROM EXISTING SYSTEM 12 --- NEW AREA OF WORK '"-'..^:Yr• ' _ 1 -HILTI SHIELD 1 -TOP BEAM CLAMP i 13 NEW 4"GG DRY VALVE w[TRIM PLEASE PROVIDE PA 13 MATERIAL PLETED E ERIAL A DTEST NEW 4"GG BFV w/TAMPER SWITCH CERTIFICATE AT 4 , FINAL INSPECTION MAXIMUM DISTANCE BETWEEN HANGERS ILU 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 FLOOR STEEL PIPE N/A 1 12-0 1 12-0 15-0 15-0 15-0 1 15-0 1 15-0 1 15-0 1 15-0 15-0 1 15-0 NEW DRY SPRINKLER RISER HANGER DETAILS N.T.S. EXISTING SPRINKLER RISER SCALE: %"=1'-0" SCALE: NTS General Notes Symbols Number of Sprinklers Drawing NEW MAINTENANCE STORAGE FP PLAN Job: Symbol Description Total This Sheet 25 ITotal This .rob 25 Title DURHAM O&M MAINTENANCE STORAGE 1. All Pipe Locations are to be Field Measured Prior to Fabrication Q Hydraulic Reference Points Revisions: Date: and Installation by Sprinkler Contractor. Els lm] Elev. Below Top of Steel Contract No. ,/16580 SW 85th AVE. 2. All Dimensions Shown are Center to Center. Ce-a] Elev. Above Finished Floor CD SPRINKIT + (TOS 20-01 Elev. of Top of steel Sprinkler Head Schedule Drawn By sFc TIGARD, OREGON3. High Temperature Heads are to be Field Located Where Required. Symbol Count Thread K-Factor Description Note® Ceiling Height Contractor: 4. All Pipes and Hangers are to be Installed per NFPA #13. p 24 1/2- 5.6 nit 31 1/2 ort 155 B uv Scale 1/8" = 1-0 -� Denotes Hanger Location -4 1 1/2. 5.6 TY3321 1/2 QR 165 c HSW SPRINKIT FIRE PROTECTION E' 5. Hangers are to be U.L. Listed and F.M. Approved. o Rise up or down w N 25 a Total Number of Heads This Floor Date 8/10/21 PO BOX 2227 W Approval By C.O.E. OREGON CITY OR 97045