Plans (12) FPS2014- 00070
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SPRINKLER PLAN AprrotN� >� �
NUT AND WASHER OTCs
RETAINER STRAP
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71 BEAM CLAMP Suite
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SYMBOLS LEGEND
BEAM CLAMP HANGER
STEEL BAR JOIST D BE - EXISTING PENDENT SPRINKLER
W-BEAM HANGER TO EXISTING ON - NEW PENDENT SPRINKLER
STRUCTURE ■R - RELOCATED SPRINKLER
BEAM CLAMP 1 BRANCHUNE OD - EXISTING PENDENT SPRINKLER TO BE REMOVED
VARIES 2----�NEW MECHANICAL TEE - EXISTING SYSTEM ONES
OR PROVIDED OUTLET i•----4 - EXISTING SYSTEM MAINS
RETAINER STRAP CONNECTION
2 - NEW SYSTEM LINES
1' DROP TO NEW
PENDENT SPRINKLER
CONTRACT NAME:
NEW AUTOMATIC SPRINKLER
� NUT AND WASHER NEW CEILING CAPITOL ONE - BUILDING A
ALL THREAD ROD
12123 SW 69TH AVE
TIGARD, OREGON 97223
HANGER RING
SPRINKLER PIPE
CONTRACT
S WRIGHT
BRANCHUNE
HANGER --- --�—t
BEAM CLAMP 425 NW 10TH AVE, SUITE 200
W—BEAM D TYPICAL PIPE DROP CONTACT' OREGON 97209
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
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS IMPROVEMENT CHANGES
B SAMMY SUPER SCREW M MACHINE THREADED ROD O ECP RELIABLE MODEL F1FR 3/4„ 8.OK 155 WHITE REC WHITE EXISTING SHOWN THUSLY (1-6) WHICH ARE END TO END. 2. EXISTING WET PIPE FIRE SPRINKLER SYSTEM TO REMAIN
C INVERTED BEAM CLAMP N TOGGLE NUT OR ECP RELIABLE MODEL FiFR 3/4 8.OK 155 WHITE REC WHITE 7 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 FTX 600 SE Maritime Avenue, Suite 300
13, 2010 EDITION. Vancouver, WA 98661
D TOP BEAM CLAMP P POWER DRIVEN STUD ON ECP RELIABLE MODEL F1 FR 3/4! 8.OK 155 WHITE REC WHITE 6 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH 20 FT SPACING (4DO SF PER SPRINKLER) U.N.O.
NFPA 13, 2010 EDITION. 4. IXTING SYSTEM STATIC PRESSURE IS 105 PSI (360) 693-9906 fax: (503) 289-2208
E SIDE WINDER R CONCRETE ANCHOR *N SSP RELIABLE MODEL F1FR 1/2” 5.6K 155 WHITE REC WHITE 2 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA 13, 2010 EDITION. WA ST. CONTR UC N0: FIRE SWI 14087 OR Si. CONTR LIC N0: 49732
6. JOINING OF PIPE AND FITDNGS, THREADED AND WELDED SWILL BE IN
F OFFSET EYE SOCKET T TRAPEZE6.
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 SIDE BEAM BRACKET W WASHER PLATE 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER MAIN BUILDING PERMIT: BUP2014-00047
J 'J 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 SHEEP 16
JASON S 1 4-17-14 1-11-0981 1 OF 2
RECEIVED
APR 2 2 2014
AREA OF WORK
- _-- _ CITY OFTIGARD
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NUT AND WASHER SPRINKLER PLA N
RETAINER STRAP
71 SECOND FLOOR
BEAM CLAMP
ALL THREAD ROD N
HANGER RING
SPRINKLER PIPE
SYMBOLS LEGEND
BEAM CLAMP HANGER
STEEL BAR JOIST D ®E — EXISTING PENDENT SPRINKLER
�N — NEW PENDENT SPRINKLER
W_g HANGER TO EXISTING
STRUCTURE OR — RELOCATED SPRINKLER
BEAM CLAMP 1 BRANCHDNE D
— EXISTING PENDENT SPRINKLER TO BE REMOVED
VARIES 2-----2 — EXISTING SYSTEM LINES
NEW MECHANICAL TEE
OR PROVIDED OUTLET
t----3 — EXISTING SYSTEM MAINS
RETAINER STRAP CONNECTION
2--2 — NEW SYSTEM LINES
N
w 1" DROP TO NEW
PENDENT SPRINKLER
CONTRACT NAME:
NEW AUTOMATIC SPRINKLER
NUT AND WASHER NEW CEILING CAPITOL ONE - BUILDING A
ALL THREAD ROD 12123 SW 69TH AVE
TIGARD, OREGON 97223
HANGER RING
SPRINKLER PIPE ��y BRANCHUNE CONTRACT WITH:
-� HOWARD S WRIGHT
BEAM CLAMP
HANGER 2---- — —t 425 NW 10TH AVE, SUITE 200
PORTLAND
W-BEAM D TYPICAL PIPE DROP CONTACT ' OREGON 97209
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 BE ECP RELIABLE MODEL F1 FR 3/47 8.OK 155 WHITE REC WHITE EXISTING 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER k 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
C INVERTED BEAM CLAMP N TOGGLE NUT OR ECP RELIABLE MODEL F1 FR 3/4" &OK 155 WHITE REC WHITE 8 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. 20 WA 98661
D TOP BEAM CLAMP P POWER DRIVEN STUD ON ECP RELIABLE MODEL F1 FR 3/4 &OK 155 WHITE REC WHITE 2 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH 20 Fi SPACING (400 4. EXITING SYSTEM STATIC
PER SPRINKLER) U.N.O.TIC PRESSURE IS 105 PSI (360) 693-9906 fax:
NFPA 13, 2010 EDITION. (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 14081 OR ST. CONTR LIC N0: 49732
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN
F OFFSET LYE SOCKET T TRAPEZE ACCORDANCE WITH NFPA 13, 2010 EDITION. QUALITY CONTROL BY: DATE:
G COLING 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 SIDE BEAM BRACKET W WASHER PLATE 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER MAIN BUILDING PERMIT: BUP2014-00047
J "d' BOLT X X—PRESS SCREW PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL
REPRESENTATNE DESIGNER DATE JOB NO. SHEET
K SHORT CLIP Y POWER—STRUT TOTAL THIS SHEET 10 JASON S 4-17-14 1 1-11-0981 1 2 OF 2