Loading...
Plans (7) FPS2014- 00069 FYI RECEIVED -- -- -- APR 2 2 2014 J:Yz CITY OFTIGA L OF - - BUILDING DIVl5lON OF _ EXISTIN3 COUNG TO REMAIN -. --- 'AREA__-F WOK _ ®� ® O - - N WOOD S T WALLS _ - --- -- UNU LT-111 U "I NEW W _— -- - _ _ EXISTING - - 1 O ® OSYSTEM RISER R A___Lj ® r- B CI XISTING IUNG TO =L_ Fsi 1 - - ®E 1 1 ®E O TH [mi AREA OFWORK I O O ®� 1 STING CO NG TOR N ®_ LgE I ® 1 ®E 1 - - - -- - IN WALLS1 I AREA OF WOK - - U-E! 117-11 EXISTIN CEILING 0 REMAIN ® EXISTING FILING T REMAIN -- — -- Q -- — — - — CITY OP'i'IGAM REVIEWED FOR CODE COMPLIANCE Approvedt [ lltE NUT AND WASHER PLAN OTC. RETAINER STRAP SPRINKLER P L 1 N Address: [Z��©� ) BEAM CLAMP Suite#i �C +� ALL THREAD ROD FIRST FLOOR 1/8'=1'-0' By: Dam � 4 HANGER RING �(411�/ �G SPRINKLER PIPE OFFICE COPY SYMBOLS LEGEND BEAM CLAMP HANGER ME - EXISTING PENDENT SPRINKLER STEEL BAR JOIST D ■N - NEW PENDENT SPRINKLER W-BEAM HANGER TO EXISTING ■R - RELOCATED SPRINKLER STRUCTURE ED - EXISTING PENDENT SPRINKLER TO BE REMOVED BEAM CLAMP 1 BRANCHUNE ?----3 - EXISTING SYSTEM LINES VARIES NEW MECHANICAL TEE t----2 - EXISTING SYSTEM MAINS OR PROVIDED OUTLET RETAINER STRAP CONNECTION �� - NEW SYSTEM LINES 1" DROP TO NEW PENDENT SPRINKLER NEW AUTOMATIC SPRINKLER CONTRACT NAME: NUT AND WASHER NEW CEILING CAPITOL ONE - BUILDING C ALL THREAD ROD 12447 SW 69TH AVE HANGER RING TIGARD, OREGON 97223 SPRINKLER PIPE ��� CONTRACT WITH: — BRANCHLINE EIEAM CLAMP HANGER �----=�-- -z HOWARD S WRIGHT 425 NW 10TH AVE, SUITE 200 EAM D TYPICAL PIPE DROP PORTLAND, OREGON 97209 CONTACT PHONE: 503-546-6119 HANGER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A ANGLE BRACKET L "L" ROD SYMBOL TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANTITY MK DATE BY 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 1. FIRE SYSTEMS WEST TO PROVIDE LABOR AND MATERIAL TO ADD, REMOVE, AND RELOCATE EXISTING PENDENT FIRE SPRINKLERS FOR EXISTING TENANT Fire Systems west B SAMMY SUPER SCREW M MACHINE THREADED ROD ® ECP RELIABLE MODEL F1 FR 3 4" B.OK 155 WHITE REC WHITE EXISTING 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER k DIMENSIONS IMPROVEMENT CHANCES SHOWN THUSLY (1-6) WHICH ARE END TO END. 2. EXISTING WET PIPE FIRE SPRINKLER SYSTEM TO REMAIN 600 SE Maritime Avenue C INVERTED BEAM CLAMP N TOGGLE NUT ■R ECP RELIABLE MODEL F1FR 3/4" B.OK 155 WHITE REC WHITE 2 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 3. EXISTING SPRINKLER SYSTEM DESIGN PER LIGHT HAZARD OCCUPANCY USING RELIABLE MODEL F1FR EXTENDED COVERAGE SPRINKLERS WITH 20 FT X Suite 300 13, 2010 EDITION. Vancouver, WA 98661 D TOP BEAM CLAMP P POWER DRIVEN SNN D ■ ECP 4 /RELIABLE MODEL F1FR 3 4" 8.OK 155 WHITE REC WHITE 1 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH . D IXSPACING (400R1NG SYSTEM STATIC PER SPRINKLER U.N.O. NFPA 13, 2010 EDITION. 4. ATIC PRESSURE IS 105 PSI (360) 693-9906 fax: (503) 289-2208 E SIDE WINDER R CONCRETE ANCHOR 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA 13, 2010 EDITION. WA ST. CONTR LIC N0: FIRE SWI 14087 OR ST. CONTR LIC N0: 49732 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN F OFFSET EYE SOCKET T TRAPEZE ACCORDANCE WITH NFPA 13, 2010 EDITION. QUALITY CONTROL BY: DATE: G CEILING FLANGE U CONDUIT CLAMP 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM APPROVED FOR FABRICATION BY: DATE: FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. H I SIDE BEAM BRACKET W WASHER PLATE 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER MAIN BUILDING PERMIT: BUP2014-00045 J -Jr BOLT % X-PRESS SCREW PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE DESIGNERDATE JOB NO. SHEET K I SHORT CUP Y POWER-STRUT TOTAL THIS SHEET 3 JASON S 1 4-17-14 1 1-11-0981 1 OF 2 AREA OF WORK RECEIVED APR 2 2 2014 OF CITYOFTIGARD BUILDING DIVISION ® ® ® ® ® 0 — - % EXIST% CEILING TO REMAI - - - - 0 - - - - - - AR OF WORK IXISIING CEItJRG T REMAIN IXISTI CEILING TO REMAI 0 — ® ® ® OF NEW WOF NEW WOOD SLAT ALLS -- - --- -- - - - -- 0 1 ® -- ® - - -- - - - - 1 NEW WOOD SLAT AI1S 1 -- -- NEW W --1 ® - --- - - - — 1 _-- 1 _ ® - I0 ® ® 0 _. .I � ® - ---® ---- ® 0 l 1 — 0 ® 0 ■ �R ORKE— 1 17 ■ 1 1 EXIS IN CEILING 0 REMAI 1 _- 1 W_ A O 0 - - - 1 O 0 F3 LIB NEW WALLS 1 ■ - -- - - — ® ® ® ® ® OF - ® 1EXIS 1NG-CEICIG 10 ® INI in �— NUT AND WASHER ^, PRINKLER LA RETAINER STRAP BEAM CLAMP ALL THREAD ROD SECOND FLOOR HANGER RING iy SPRINKLER PIPE SYMBOLS LEGEND BEAM CLAMP HANGER STEEL BAR JOIST D BE - EXISTING PENDENT SPRINKLER ON - NEW PENDENT SPRINKLER W_BEAM HANGER TO EXISTING - RELOCATED SPRINKLER STRUCTURE R BEAM CLAMP 1 �---- BRANCHUNE p - EXISTING PENDENT SPRINKLER TO BE REMOVED VARIES 2----3 NEW MECHANICAL TEE - EXISTING SYSTEM LINES OR PROVIDED OUTLET b----3 - EXISTING SYSTEM MAINS RETAINER STRAP CONNECTION � .L--i - NEW SYSTEM LINES 1' DROP TO NEW PENDENT SPRINKLER NEW AUTOMATIC SPRINKLER CONTRACT NAME: NUT AND WASHER NEW CEILING CAPITOL ONE - BUILDING C ALL THREAD ROD 12447 SW 69TH AVE HANGER RING TIGARD, OREGON 97223 SPRINKLER PIPE CONTRACT WITH: �� -� BRANCHUNE HOWARD S WRIGHT BEAM CLAMP DER --- — 425PORN 10 OREGON 979 I p200 W-BEAM TYPICAL PIPE DROP CONTACT PHONE: 503-546-6119 HANGER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A ANGLE BRACKET L 'L' ROD SYMBOL TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANTITY MK DATE BY 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 1. FIRE SYSTEMS WEST TO PROVIDE LABOR AND MATERIAL TO ADD, REMOVE, AND RELOCATE EXISTING PENDENT FIRE SPRINKLERS FOR EXISTING TENANT , Fire Systems west B SAMMY SUPER SCREW M MACHINE THREADED ROD ® ECP RELIABLE MODEL F1 FR 3/4 8.OK 155 WHITE REC WHITE EXISTING 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS IMPROVEMENT CHANGES SHOWN THUSLY (1-6) WHICH ARE END TO END. 2. EXISTING WET PIPE FIRE SPRINKLER SYSTEM TO REMAIN 600 SE Maritime Avenue, Suite 300 C INVERTED BEAM CLAMP N TOGGLE NUT OR ECP RELIABLE MODEL F1 FR 3/4" 8.OK 155 WHITE REC WHITE 4 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 3, EXISTING SPRINKLER SYSTEM DESIGN PER LIGHT HAZARD OCCUPANCY USING RELIABLE MODEL F1FR EXTENDED COVERAGE SPRINKLERS WITH 20 FT X 13, 2010 EDTIION. Vancouver, WA 98661 D TOP BEAM CLAMP P POWER DRIVEN SND ■ ECP RELIABLE MODEL F1 FR 3/4!' 8.OK 155 WHITE REC WHITE 3 4. PIPE HANGERS AND METHOD OF RANGING TO BE IN ACCORDANCE WITH 20 FT SPACING (400 SF PER SPRINKLER) U.N.O. N / NFPA 13, 2010 EDITION. 4. EXITING SYSTEM STATIC PRESSURE IS 105 PSI (360) 693-9906 fax: (503) 289-2208 E SIDE WINDER R CONCRETE ANCHOR 1 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA 13, 2010 EDITION. WA ST. CONTR LIC N0: FIRE SWI 14081 OR ST. CONTF2 LIC N0: 49732 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN F OFFSET EYE SOCKET T TRAPEZE ACCORDANCE WITH NFPA 13, 2010 EDITION. QUALITY CONTROL BY: DATE: G CEILING RANGE U CONDUIT CLAMP 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. APPROVED FOR FABRICATION BY: DATE: H SIDE BEAM BRACKET W WASHER PLATE 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER MAIN BUILDING PERMIT: BUP2014-00045 J 'd BOLT X X-PRESS SCREW PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. DESIGNER DATE JOB NO. SHEET K SHORT CUP Y POWER-STRUT TOTAL THIS SHEET 7 JASON S 1 4-17-14 1-11-0981 1 2 OF 2