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Plans (32)NOTE: (6) PERMITS (1) SET OF PLANS BUP2005-00277 BUP2005-00279 BUP2005-00280 BUP2005-00285 BUP2005-00288 BUP2005-00290 2 -LAYERS 5/8" SHEETROCK 1 -LAYER 1/2" RC CHANNEL 2 -LAYERS 5/8" SHEETROCK BUILDING SCC TI ON1 1/8" = 1'-0" HYDRAULIC DESIGN INFORMATION AREA NUMBER 3 AREA NUMBER 1 CODE NFPA 13,99 HAZARD ORDINARY I SYSTEM WET C M WE 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. TYPE REMOTE AREA ROOM DENSITY GPM/SQ. FT.O.15 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 250 AREA PER SPRINKLER 130 SQ. FT. OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 256 TOTAL SYSTEM REQUIREMENTS: 53.7 PSI TOTAL SYSTEM REQUIREMENTS: 50.1 PSI REQUIREMENTS: 43.4 PSI 3288GPM AT . FLOW TEST LOCATION \. BEDROOM HYDRAULIC DESIGN INFORMATIONTE AREA NUMBER 3 NUMBER 2 CODENFPA 13R,99 HAZARD RES C M WE 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. Half of Outside TYPE W TE REMOTE AREA 4 # HEADS DENSITY GPM/HEAD 14 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 256 TOTAL SYSTEM REQUIREMENTS: 53.7 PSI 713GPM AT . FLOW TEST LOCATION REQUIREMENTS: 50.1 PSI 63.5GPM AT FLOW TEST LOCATION \. BEDROOM HYDRAULIC DESIGN INFORMATION AREA NUMBER 3 CODE 13R,99 HAZARD RES WET Tri 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. Half of Outside TYPE REMOTE AREA # EADS4 DENSITY GPM/HEAD 1 8 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE �� REAER 324 A TOTAL SYSTEM DATE 11 24 05 REQUIREMENTS: 53.7 PSI 713GPM AT . FLOW TEST LOCATION HORN/STROBE, WIRING BY OTHERS 112" GRV x SLIP COUPLING 212" F.D.C. DRAIN Tr) CDRIMI/I FR CYCTPkA 155 DEG. UPRIGHT 2 -LAYERS 5/8" SHEETROCK 1 -LAYER 1/2" RC CHANNEL 2 -LAYERS 5/8" SHEETROCK CENTRAL SPRINKLER COMPANY 112" RESIDENTIAL RISER MANIFOLD W/ FLOW SWITCH, GAUGE & DRAIN/TEST VALVE. WIRING BY OTHERS. 112" AMES 3000B DOUBLE CHECK VALV IND TO START AT 1'-0" ABOVE FLOOR 12" THIRD x SLIP ?" x 1'2" CPVC COUPLING FLOOR (BY OTHERS) 5LL UL I AILS 13LLUW & CIVIL PLAN FOR CONTINUATION SCALE N.T.S. 1 UNDERGROUND SUPPLY DETAILS: 4" C-900 SHARED DOMESTIC & FIRE SPRINKLER TO +/- 5-0" OUTSIDE EACH BUILDING FROM THE 8" C-900 MAIN. AT 5-0" THE IS A SEPERATE 2" CPVC FIRE SUPPLY INTO THE RISER ROOM. ALL UNDERGROUND PIPING IS BY OTHERS. THIS INFORMATION IS FOR HYDRAULIC REFERENCE ONLY. CD 4'-7" 4'-7" UNIT ^D2._ . 34 7 CD E5 3-1 • '-0" - " � a 4 I • 34 5-812 I d' F_�, 0 CD ti 1T 2-2 GS (fly --a, O BEDROOM 2 1 00 41 no R, -o„ � M 2 I LATH d 11' 34 " 0 12 • 4-112 0 I BEDROOM. IIx • S PP M (T _: z M. BEDROOM I a io -4 2 it 1 • 1 •; i I 1 • 2. 2 _ o 0 6 FI L°� 7_ F rJ� BA h9 4'- 4" 7' _ 1 1 1,10 4-712 18' HD 8-0 18 HD13- J I I y c LID c� 3 '• i LIVING/ DINING O '� ISER N _11.1 3 12 g00 .. 4 O M. BEDROOM - 00 co BEDROOM • 4 8'-0" • 3 —412 0-8 I 0 3 4 4 • 6:0— -5 -112 BATH RI f�j/ f -1S. _... _ Y1 BP�THt �� ...... .-... _ DINING 7 5'-8„ -_ i\ _.( _.... 1-618' HD 8-018 HD 5-2 t. UNIT A S C4 LIVING REMOTE AREA #3 DECK --_= _-- REMOTE UNIT AREA 2 CD- LIVING� �� 00 27 5 • 4 2-11 6'-0" v io 8'-0" 26 ll� 6 DII :IN - 3 • t #.. ^ -1121 =vj I NIMIM01 %in 3-2 -8 M i s0_?1-2 4 0 1-u'2 1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS, 2-51z UNLESS NOTED OTHERWISE. Tri 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. Half of Outside THIS DRAWING IS THE PROPERTY OF JND FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWINGS. 8'-0„ S M O SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. MANUFACTURER'S RECOMMENDATIONS. RESIDUAL 36.0 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS. DATE 11 24 05 Diameter of Pipe. 1/20/06. BY A MINIMUM OF 1/2" SHEETROCK. TEST LOCATION 109TH & CANTEBURY \. BEDROOM C 1; O = 16' x 16' MAX SPACING (8' MAX OFF WALL) O KIT. __. p BEDR.:..IC "✓I .e.. I 00 SOURCE of CITY OF TIGARD INFO. WATER SUPPLY INFO. -TANK O 1 UPR BRASS 155 5.60 1/2" 1/2 TYCO TY -FRB cPvc oN SPRINKLER RISER TOTAL LOWER FLOOR HEADS PER BLDG 50 TOTAL UPPER FLOOR HEADS PER BLDG 42 TOTAI HEADS ENTIRE PROJECT 2524 _____ _____ BELLEVUE,_WASHINGTON APPROVALS -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ A '1'D")LDGS 1512,35,0o a 7 UPPER FLR PLAN ❑D ❑■ 163'LDG�S` 1,2,3,551ino 7 LIOOWEIR��' FLIR��' 'P��'LAN 1/8" = V-0" HANGER NOTE: ALL CPVC PIPING WILL BE STRAPPED WITH UL APPROVED CPVC STRAP HANGERS. 14ECEI ED MAR 2 2 2000 CITY OF TIGARD BUILDING DIVISION Hanger No. 21(NO BLOCK) CPVC Pipe Strap CPVC Hanger No. 24 Side Pipe Strap Pipe TOLCO #24 Side Pipe Strap Screw 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN SEPERATE UNITS & GARAGES AND UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 3. ALL UNITS ARE SEPARATED BY 1 -HOUR CONSTRUCTION. 10 �, -j-� C [3u ��r'�- �✓��-.. o � � �-�.�tz ss �Cr.�� . � X31 'n� i b3u �,tavS � � l D�7 ! [!//moi � � �1'' .�✓' �,i� `� z 63u� s a 2A'29 13 k OO,A-� ��5- r�a�- FICE COpY Uv a757 a 7S- i v r 3 ,� fo 16 13k s- 00.280 to F -c5 � C� 106, Q YF 00)-I o to X07 — (� 7 y�u��s IL � S IOC **THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY** NOTES GENERAL NOTES: REVISIONS 1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS, SPRINKLER LEGEND UNLESS NOTED OTHERWISE. 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. Half of Outside THIS DRAWING IS THE PROPERTY OF JND FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWINGS. 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS IN A DWELLING COMPARTMENT AS DEFINED BY NFPA 13R,99 GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE OF 250 G.P.M.. FOLD CONDITIONS AND CONFORM WITH NFPA 13R & SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. MANUFACTURER'S RECOMMENDATIONS. RESIDUAL 36.0 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS. DATE 11 24 05 Diameter of Pipe. 1/20/06. BY A MINIMUM OF 1/2" SHEETROCK. TEST LOCATION 109TH & CANTEBURY 6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT: REMOTE 1 O = 16' x 16' MAX SPACING (8' MAX OFF WALL) AREA #1 iH? = 18' x 18' MAX SPACING (9' MAX OFF WALL) ® 17 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2 -PC 401 WHITE CPVC WALL & FLOOR/CEILING PENETRATION NOTES: SOURCE of CITY OF TIGARD INFO. WATER SUPPLY INFO. -TANK O 1 UPR BRASS 155 5.60 1/2" 1/2 TYCO TY -FRB cPvc oN SPRINKLER RISER TOTAL LOWER FLOOR HEADS PER BLDG 50 TOTAL UPPER FLOOR HEADS PER BLDG 42 TOTAI HEADS ENTIRE PROJECT 2524 _____ _____ BELLEVUE,_WASHINGTON APPROVALS -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ A PRESSURE CAPACITY ELEV. JND PLANS DRAWN BY: 0 B ED G S 1 2 3 5 6 & 7 9 9 9 9 SPRINKLER PIPING PLAN 0 OCC'Y R-1 A-- _JM_D __ JOB #:40629 FIRE PUMP _- -- - PRINT DATE:12/29/05-__ / RAT RATErpmD MFGR MODEL SCALE 1 /8" = V-0" OREGON LIC.No. 64395 PAGE 1 OF 3 --------- 2x4 Wood Block Between or Bottom Chord of Joists Roof Truss /#12x1-1/4" Self—Threading Screw 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN SEPERATE UNITS & GARAGES AND UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 3. ALL UNITS ARE SEPARATED BY 1 -HOUR CONSTRUCTION. 10 �, -j-� C [3u ��r'�- �✓��-.. o � � �-�.�tz ss �Cr.�� . � X31 'n� i b3u �,tavS � � l D�7 ! [!//moi � � �1'' .�✓' �,i� `� z 63u� s a 2A'29 13 k OO,A-� ��5- r�a�- FICE COpY Uv a757 a 7S- i v r 3 ,� fo 16 13k s- 00.280 to F -c5 � C� 106, Q YF 00)-I o to X07 — (� 7 y�u��s IL � S IOC **THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY** NOTES GENERAL NOTES: REVISIONS 1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS, SPRINKLER LEGEND UNLESS NOTED OTHERWISE. 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. FIRST & SECOND LEVEL PIPING IS 4" ABOVE BOTTOM OF TJI'S. THIS DRAWING IS THE PROPERTY OF JND FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWINGS. 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS IN A DWELLING COMPARTMENT AS DEFINED BY NFPA 13R,99 GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE OF 250 G.P.M.. FOLD CONDITIONS AND CONFORM WITH NFPA 13R & SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. MANUFACTURER'S RECOMMENDATIONS. RESIDUAL 36.0 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS. DATE 11 24 05 5. ALL CPVC PIPING IS RAN IN JOIST CHANNELS, SOFFITS OR ATTICS AND PROTECTED 1/20/06. BY A MINIMUM OF 1/2" SHEETROCK. TEST LOCATION 109TH & CANTEBURY 6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT: REMOTE 1 O = 16' x 16' MAX SPACING (8' MAX OFF WALL) AREA #1 iH? = 18' x 18' MAX SPACING (9' MAX OFF WALL) ® 17 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2 -PC 401 WHITE CPVC WALL & FLOOR/CEILING PENETRATION NOTES: 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN SEPERATE UNITS & GARAGES AND UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 3. ALL UNITS ARE SEPARATED BY 1 -HOUR CONSTRUCTION. 10 �, -j-� C [3u ��r'�- �✓��-.. o � � �-�.�tz ss �Cr.�� . � X31 'n� i b3u �,tavS � � l D�7 ! [!//moi � � �1'' .�✓' �,i� `� z 63u� s a 2A'29 13 k OO,A-� ��5- r�a�- FICE COpY Uv a757 a 7S- i v r 3 ,� fo 16 13k s- 00.280 to F -c5 � C� 106, Q YF 00)-I o to X07 — (� 7 y�u��s IL � S IOC **THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY** NOTES REVISIONS SPRINKLER LEGEND WATER SUPPLY INFO. - WATER MAIN THESE SHOP DRAWINGS WERE PREPARED FROM _PLANS DRAWN BY __ THIS DRAWING IS THE PROPERTY OF JND FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWINGS. ��'i �` �: ' JJ D�� D�IIr�I��, D��e d.S j , r- 12155 SW GRANT AVE sUu� ® TIGARD OREGON THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS IN A DWELLING COMPARTMENT AS DEFINED BY NFPA 13R,99 GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE OF 250 G.P.M.. A1/30/06 - REVISIONS PER CITY OF TIGARD LETTER DATED SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. STATIC 64.0 RESIDUAL 36.0 FLOW 1783 DATE 11 24 05 O 67 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE GL4710 RECESSED WHITE CPVC 1/20/06. > 3 DRY SIDE WHITE 155 5.60 1" 1/2 GLOBE ND RECESSED WHITE CPVC TEST LOCATION 109TH & CANTEBURY ELEV. CHANGE -32 To WATER TAP LEONARD J_MILBRANDT --------- --------- 3/21/06 -REVISIONS PER SITE CONDITIONS PHONE NO. (503) 968-5200 FAX (503) 968-5920 CANTEBURY WOODS CANTEBURY LANE TIGARD, OREGON ® 17 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2 -PC 401 WHITE CPVC ARCHITECT SOURCE of CITY OF TIGARD INFO. WATER SUPPLY INFO. -TANK O 1 UPR BRASS 155 5.60 1/2" 1/2 TYCO TY -FRB cPvc oN SPRINKLER RISER TOTAL LOWER FLOOR HEADS PER BLDG 50 TOTAL UPPER FLOOR HEADS PER BLDG 42 TOTAI HEADS ENTIRE PROJECT 2524 _____ _____ BELLEVUE,_WASHINGTON APPROVALS -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ A PRESSURE CAPACITY ELEV. JND PLANS DRAWN BY: FIRE B ED G S 1 2 3 5 6 & 7 9 9 9 9 SPRINKLER PIPING PLAN REVIEWING AUTHORITIES CITY OF TIGARD OCC'Y R-1 A-- _JM_D __ JOB #:40629 FIRE PUMP _- -- - PRINT DATE:12/29/05-__ RATED PSI RAT RATErpmD MFGR MODEL SCALE 1 /8" = V-0" OREGON LIC.No. 64395 PAGE 1 OF 3 --------- 2—LAYERS 5/8" SHEETROCK 1—LAYER 1/2" RC CHANNEL 2—LAYERS 5/8" SHEETROCK BUILDING SCOTION 1/8" =1'—De HORN/S WIRING I 112" GRV x SLIF HYDRAULIC DESIGN INFORMATION AREA NUMBER 1 CODENFPA 13,99 HAZARD ORDINARY I M WET SYSTEM WET NUMBER TYPE REMOTE AREA ROOM DENSITY GPM/So. FT. 0.1 5 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 250 AREA PER SPRINKLER 130 SO. FT. OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 256 TOTAL SYSTEM TOTAL SYSTEM REQUIREMENTS: 45.3 PSI REQUIREMENTS: 49.5 PSI 329.OGPM AT FLOW TEST LOCATION HYDRAULIC DESIGN INFORMATION AREA NUMBER 2 CODENFPA 13R,99 HAZARD RES � SYSTEM WET NUMBER TYPE REMOTE AREA # HEADS DENSITY GPM/HEAD 14 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 256 TOTAL SYSTEM REQUIREMENTS: 45.3 PSI 63.0GPM AT FLOW TEST LOCATION HYDRAULIC DESIGN INFORMATION AREA 3 CODENFPA 13R,99 HAZARD RES TE M WET NUMBER TYPE REMOTE AREA 2 # HEADS DENSITY GPM/HEAD 14 INSIDE HOSE ALLOWANCE 0 OUTSIDE H:ASE ALLOWANCE 0 AREA PER SPRINKLER 256 TOTAL SYSTEM REQUIREMENTS: 50.6 PSI 62.1GPM AT FLOW TEST LOCATION TO CDDIAIVI CD CV�TCAA UPRIGHT 2—LAYERS 5/8" SHEETROCK 1—LAYER 1/2" RC CHANNEL 2—LAYERS 5/8" SHEETROCK SPRINKLER COMPANY IDENTIAL RISER MANIFOLD I SWITCH, GAUGE & =ST VALVE. WIRING RS. -S 3000B DOUBLE CHECK VALV TART AT 1'-0" ABOVE FLOOR x SLIP CPVC COUPLING (BY OTHERS) 5LL ULIAILJ LILLUIN & UIVIL PLAN FOR CONTINUATION ` R N C" _- 3 E' R' D E T A � L I SCALE N.T.S. UNDERGROUND SUPPLY DETAILS: 4 C-900 SHARED DOMESTIC & FIRE SPRINKLER TO +/- 5-0" OUTSIDE EACH BUILDING FROM THE 8" C-900 MAIN. AT 5-0" THE IS A SEPERATE 2" CPVC FIRE SUPPLY INTO THE RISER ROOM. ALL UNDERGROUND PIPING IS BY OTHERS. THIS INFORMATION IS FOR HYDRAULIC REFERENCE ONLY. REMOTE AREA #3 CiL DO'` Y, 2 q 3 q 5, &0 7 U Pa LS R F�IR P L AN I /8" = I'-0" EBEDGS 1527395900 'a 7 LOWErR FLn' PLAN 1/8" = I'—O)l HANGER NOTE: ALL CPVC PIPING WILL BE STRAPPED WITH UL APPROVED CPVC STRAP HANGERS. 0 1 Lv M RISER GENERAL NOTES: Hanger No. 21(NO BLOCK) CPVC Pipe Strap CPVC Hanger No. 24 Side Pipe Strap TOLCO #24 Side Pipe Strop Pipe 2x4 Wood Block Between Joists or Bottom Chord of Roof Truss 1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS, UNLESS NOTED OTHERWISE. Screw Half of Outside Diameter of Pipe. I / / / / / #120-1/4" Self—Threading Screw 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF 'TRUSSES. FIRST & SECOND LEVEL PIPING IS 4" ABOVE BOTTOM OF TJI'S. 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER FOLD CONDITIONS AND CONFORM WITH NEPA 13R & MANUFACTURER'S RECOMMENDATIONS. 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS. 5. PVC PIPING IS RAN IN JOIST CHANNELS, SOFFITS OR ATTICS AND PROTECTED j BY A MINIMUM OF 1/2" SHEETROCK. 6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT: O = 16' x 16' MAX SPACING (8' MAX OFF WALL) W = 18 x 18' MAX SPACING (9' MAX OFF WALL) U WALL 8c FLOOR/CEILING PENETRATION NOTES. ^ � ll� 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED USING HILTI FS—ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN SEPERATE UNITS & GARAGES AND UNITS WILL BE FIRE STOPPED USING HILTI FS—ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 3. ALL UNITS ARE SEPARATED BY 1—HOUR CONSTRUCTION. OFFICE COPY ? GITYp� TIGARD Approved .3o�._IlS�lt4J)�y8--- «1 �f APPROVED PLANS Conditionally Approved .------_-....._..... ): INCLUDE UN -ATTACH Ds For only the work as described in: *SPECIFICATION 00" PERpAIT No. STRUCTURALCALCS See Letter to: Follow ........................ ): GEOTECH REPORT ch _ MISC DOCUMENTS Ya 1? �Ob Addr Date: "THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY" SPRINKLER LEGEND THESE SHOP DRAWINGS THIS DRAWING IS THE PROPERTY OF JND' NOTES REVISIONS WATER SUPPLY INFO. — WATER MAIN ltr�l� }_� N DF�RE SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. WERE PREPARED FROM FIRE SPRINKLER INC. THIS DRAWING IS LOANED WITHOUTt`= "'` SPRINKLER, 0��= — REVISIONS PER CITY OF TIGARD LETTER DATED STATIC 64.0 RESIDUAL 36 0 FLOW 1783 DATE 11 24 05 ___________________ �; t ; THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO A1/30/06 s7 RES PEND WHITE 155 4.70 1/2" 7/1s GLOBE GL4710 RECESSED WHITE cPvc ELEV. / PLANS DRAWN BY OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION 1 /20/06. TEST ` .-- {'� ��55 �W CaV`�All�� AVE 911TE ® -nGARD 0 EC ON PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS > 3 DRY SIDE WHITE 155 5.60 1" 1/2 GLOBE ND RECESSED WHITE CPVC LOCATION 109TH & CANTEBURY CHANGE —32 LEONARD J_MILBRANDT ® 17 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2—PC 401 WHITE CPVC To WATER TAP ---WAWA-- ---WAWA-- THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE PHONE NO. (503) 968-5200 FAX (503) 968-5920 IN A DWELLING COMPARTMENT AS DEFINED BY NFPA 13R,99 A SOURCE _____ARCHITECT _____ DISPOSED OF DIRECTLY OR INDIRECTLY AND IS NOT TO BE Q 1 UPR BRASS 155 5.60 1/2" 1/2 TYCO TY—FRB CPVC OF CITY OF TIGARD BELLEVUE, WASHINGTON CANTEBURY WOODS GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE ---WAWA--WASHWAWA-- USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO OF 250 G.P.M.. APPROVALS WATER SUPPLY INFO. — TANK ------------------- CANTEBURY LANE FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS TIGARD, OREGON PRESSURE CAPACITY ELEV. JND PLANS A\ON SPRINKLER RISER DRAWN BY: _JM_D PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS B LD G S 1 2 3 5' 6 & 7 REVIEWING_ TOTAL LOWER FLOOR HEADS PER BLDG 50 AUTHORITIES CITY OF TIGARD TOCCIY R-1 JOB #_40629 DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE TOTAL UPPER FLOOR HEADS PER BLDG 42 FIRE PUMP —FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE FIRE SPRINKLER PIPING PLAN 12 29 05 RATED RATED PRINT DATE:f;PM MFGR MODEL -------------WAWA-- OWNERSHIP IN AND TO THE DRAWINGS. SCALE 1/8" = 1'-0" OREGON LIC.No. 64395 PAGE 1 OF 3 TOTAL HEADS ENTIRE PROJECT 2480 PSI ®®I 2x4 Wood Block Between Joists or Bottom Chord of Roof Truss 1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS, UNLESS NOTED OTHERWISE. Screw Half of Outside Diameter of Pipe. I / / / / / #120-1/4" Self—Threading Screw 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF 'TRUSSES. FIRST & SECOND LEVEL PIPING IS 4" ABOVE BOTTOM OF TJI'S. 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER FOLD CONDITIONS AND CONFORM WITH NEPA 13R & MANUFACTURER'S RECOMMENDATIONS. 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS. 5. PVC PIPING IS RAN IN JOIST CHANNELS, SOFFITS OR ATTICS AND PROTECTED j BY A MINIMUM OF 1/2" SHEETROCK. 6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT: O = 16' x 16' MAX SPACING (8' MAX OFF WALL) W = 18 x 18' MAX SPACING (9' MAX OFF WALL) U WALL 8c FLOOR/CEILING PENETRATION NOTES. ^ � ll� 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED USING HILTI FS—ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN SEPERATE UNITS & GARAGES AND UNITS WILL BE FIRE STOPPED USING HILTI FS—ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 3. ALL UNITS ARE SEPARATED BY 1—HOUR CONSTRUCTION. OFFICE COPY ? GITYp� TIGARD Approved .3o�._IlS�lt4J)�y8--- «1 �f APPROVED PLANS Conditionally Approved .------_-....._..... ): INCLUDE UN -ATTACH Ds For only the work as described in: *SPECIFICATION 00" PERpAIT No. STRUCTURALCALCS See Letter to: Follow ........................ ): GEOTECH REPORT ch _ MISC DOCUMENTS Ya 1? �Ob Addr Date: "THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY" SPRINKLER LEGEND THESE SHOP DRAWINGS THIS DRAWING IS THE PROPERTY OF JND' NOTES REVISIONS WATER SUPPLY INFO. — WATER MAIN ltr�l� }_� N DF�RE SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. WERE PREPARED FROM FIRE SPRINKLER INC. THIS DRAWING IS LOANED WITHOUTt`= "'` SPRINKLER, 0��= — REVISIONS PER CITY OF TIGARD LETTER DATED STATIC 64.0 RESIDUAL 36 0 FLOW 1783 DATE 11 24 05 ___________________ �; t ; THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO A1/30/06 s7 RES PEND WHITE 155 4.70 1/2" 7/1s GLOBE GL4710 RECESSED WHITE cPvc ELEV. / PLANS DRAWN BY OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION 1 /20/06. TEST ` .-- {'� ��55 �W CaV`�All�� AVE 911TE ® -nGARD 0 EC ON PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS > 3 DRY SIDE WHITE 155 5.60 1" 1/2 GLOBE ND RECESSED WHITE CPVC LOCATION 109TH & CANTEBURY CHANGE —32 LEONARD J_MILBRANDT ® 17 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2—PC 401 WHITE CPVC To WATER TAP ---WAWA-- ---WAWA-- THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE PHONE NO. (503) 968-5200 FAX (503) 968-5920 IN A DWELLING COMPARTMENT AS DEFINED BY NFPA 13R,99 A SOURCE _____ARCHITECT _____ DISPOSED OF DIRECTLY OR INDIRECTLY AND IS NOT TO BE Q 1 UPR BRASS 155 5.60 1/2" 1/2 TYCO TY—FRB CPVC OF CITY OF TIGARD BELLEVUE, WASHINGTON CANTEBURY WOODS GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE ---WAWA--WASHWAWA-- USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO OF 250 G.P.M.. APPROVALS WATER SUPPLY INFO. — TANK ------------------- CANTEBURY LANE FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS TIGARD, OREGON PRESSURE CAPACITY ELEV. JND PLANS A\ON SPRINKLER RISER DRAWN BY: _JM_D PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS B LD G S 1 2 3 5' 6 & 7 REVIEWING_ TOTAL LOWER FLOOR HEADS PER BLDG 50 AUTHORITIES CITY OF TIGARD TOCCIY R-1 JOB #_40629 DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE TOTAL UPPER FLOOR HEADS PER BLDG 42 FIRE PUMP —FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE FIRE SPRINKLER PIPING PLAN 12 29 05 RATED RATED PRINT DATE:f;PM MFGR MODEL -------------WAWA-- OWNERSHIP IN AND TO THE DRAWINGS. SCALE 1/8" = 1'-0" OREGON LIC.No. 64395 PAGE 1 OF 3 TOTAL HEADS ENTIRE PROJECT 2480 PSI 1 -LAYER 5/8" SHEETROC BUILDING SECTI ON 1/$e = 1'-01, HYDRAULIC DESIGN INFORMATION AREA NUMBER 1 CODEN FP A 13,99 HAZAR° ORDINARY I TYPE SYSTEM WET REMOTE AREA ROOM DENSITY GPM/SQ. FT. 0.1 5 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 250 AREA PER SPRINKLER 130 SQ. FT. AREA PER SPRINKLER 324 TOTAL SYSTEM GPM/HEAD TOTAL SYSTEM 740GPM AT . FLOW TEST LOCATION PSI 3882GPM AT REQUIREMENTS: 53.4 . FLOW TEST LOCATION TOTAL SYSTEM HYDRAULIC DESIGN INFORMATION AREA NUMBER 2 CODENFPA 13R,99 HAZARD RES TYPE SYSTEM WET REMOTE AREA 4 # HEADS DENSITY GPM/HEAD 1 8 INSIDE HOSE ALLOWANCE O OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 324 TOTAL SYSTEM GPM/HEAD REQUIREMENTS: 52.7 PSI 740GPM AT . FLOW TEST LOCATION HYDRAULIC DESIGN INFORMATION AREA NUMBER 3 CODENFPA 13R,99 HAZARD RES TYPE SYSTEM WET REMOTE AREA DENSITY p 1 H INSIDE HOSE ALLOWANCE O OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 324 # HEADS GPM/HEAD TOTAL SYSTEM REQUIREMENTS: 51.5 PSI 36.6GPM AT FLOW TEST LOCATION HORN/STROBE, WIRING BY OTI- 2" GRV x SLIP COUPLI 212' F Lei Tn CDDIKIVI CD CVCTCAI 'F_ U S EF 1' D E T A � L UPRIGHT L SPRINKLER COMPANY DENTIAL RISER MANIFOLD W SWITCH, GAUGE & TEST VALVE. WIRING ERS. -LAYER 5/8" SHEETROCK 1 -LAYER 1/2" RC CHANNEL 2 -LAYERS 5/8" SHEETROCK GARAGE CEILINGS ONLY S 3000B DOUBLE CHECK VALVE START AT 1'—O" ABOVE FLOOR t (BY OTHERS) 5LL ULIAILS HLLUW & UIVIL PLAN FOR CONTINUATION SCALE N.T.S. UNDERGROUND SUPPLY DETAILS: 4" C-900 SHARED DOMESTIC & FIRE SPRINKLER TO +/— 5-0" OUTSIDE EACH BUILDING FROM THE 8" C-900 MAIN. AT 5-0" THE IS A SEPERATE 2" CPVC FIRE SUPPLY INTO THE RISER ROOM. ALL UNDERGROUND PIPING IS BY OTHERS. THIS INFORMATION IS FOR HYDRAULIC REFERENCE ONLY. iwi...i ou,crisoi..p FLR pYZ�c�,qYui 1 S'( 2�592(��— ;.� 1.��1�E� 1i8, _ 1'-0" TYPICAL DIMENSIONS S 'co-��,9,,13—iu5c?20-25,2zz�G�-32 WD FLOOR 1/8" = 1'-0" MSER " 0 (B 13-15 20-25,2.9:�-32 LOWER FLR 1/8" = 1'-0" ') L 7 rr" "D HANGER NOTE: ALL CPVC PIPING WILL BE STRAPPED WITH UL APPROVED CPUC STRAP HANGERS. GFNFRAI NOTES: Hanger No. 21(NO BLOCK) CPVC Pipe Strap CPVC Hanger No. 24 Side Pipe Strap TOLCO #24 Side Pipe Strap Pipe —7 2x4 Wood Block Between Joists or Bottom Chord of Roof Truss 1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS, UNLESS NOTED OTHERWISE. 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. FIRST & SECOND LEVEL PIPING IS 4" ABOVE BOTTOM OF TJI'S. 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER FOLD CONDITIONS AND CONFORM WITH NEPA 13R & MANUFACTURER'S RECOMMENDATIONS. 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS. Screw Half of Outside Diameter of Pipe. ,12x1-1/4" Self—Threading Screw 5. ALL CPUC PIPING IS RAN IN JOIST CHANNELS, SOFFITS OR ATTICS AND PROTECTED BY A MINIMUM OF 1/2" SHEETROCK. 6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT: O = 16' x 16' MAX SPACING (8' MAX OFF WALL) = 18' x 18' MAX SPACING (9' MAX OFF WALL) WALL & FLOOR /CEILING PFNFTRATION NOTFS: 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN GARAGES AND UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 3. ALL UNITS ARE SEPARATED BY 1 -HOUR CONSTRUCTION. "RUII DING TYPF" NOTE BUILDINGS 8,9,13-15 & 29-32 ARE 2 STORY W/ BASEMENT BUILDINGS. THE BACK WALL OF THESE BUILDINGS ON THE LOWER LEVEL IS CONCRETE WITHOUT DOORS OR WINDOWS. THE SPRINKLER SYSTEM LAYOUT AND DESIGN REMAJNS UNCHANGED. NOTES REVISIONS SPRINKLER LEGEND WATER SUPPLY INFO. — WATER MAIN � q " THESE SHOP DRAWINGS THIS DRAWING IS THE PROPERTY OF JND � J N D �o�� o�� [INC. - REVISIONS PER CITY OF TIGARD LETTER DATED sYM cNT NAME METAL TEMP K NPT ORIF MFG. MODEL EscuT CONN. STATIC RESIDUAL FLOW DATE WERE PREPARED FROM FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT �� 1 ��'� 64.0 36.0 1783 11 /24/05 PLANS DRAWN BY /1 ' k THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO A1/30/06 O ,a RES PEND WHITE 155 4.70 ,/z" 7/,s GLOBE GL4710 RECESSED WHITE cPvcELEV.------------------- OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITON t _ _A 1/20/06. 2 DRY SIDE CHROME 155 5.60 1" 1/2 GLOBE ND CHROME EXTENDED CPVC TEST N 109TH & CANTEBURY CHANGE -32' LEONARD J MILBRANDT � '- 12955 SVS GRANT AVE 'WE ® TnARD OREGON PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS TO WATER TAP -LEONARD J MIL ------ THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE PHONE NO. (503) 968-5200 FAX (503) 968-5920 IN A DWELLING COMPARTMENT AS DEFINED BY NEPA 13R,99 � ® 24 DRY PEND WHITE 155 5.60 ," ,/z GLOBE ND 2—PC 401 WHITE cPvc SOURCE _____ ARCHITECT _____ GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE ► 2 RES SIDE WHITE ,5s 4.20 1/2" 7/,6 TYCO LF II RECESSED WHITE cPvc OF CITY OF TIGARD BELLEVUE,_WASHINGTON DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE CANTEBURY WOODS OF 250 G.P.M.. APPROVALS 34 RES PEND WHITE 155 4.70 ,/2" 7/,6 GLOBE GL4710 RECESSED WHITE cPvc WATER SUPPLY INFO. - TANK ___________________ USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO CANTEBURY LANE 1 UPR BRASS 155 5.60 1/2" 1/2 TYCO TY—FRB CPVC PRESSURE CAPACITY ELEv. JND PLANS FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS TIGARD, OREGON ON SPRINKLER RISER DRAWN B Y_ JM DPRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS B L D G S 8,9,13-15,20-25,29-32 REVIEWING AUTHORITIES CITY O F TIGARD occ'Y R-1 _-______________ DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FIRE SPRINKLER PIPING PLAN JOB #_40629 _ TOTAL HEADS LOWER FLOOR 35 TOTAL HEADS UPPER FLOOR 26 FIRE PUMP PRINT DATE.12 29 05 FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE TOTAL HEADS MIDDLE FLOOR 20 TOTAL HEADS ENTIRE PROJECT 2489 PSI ED RATED _TM FGR MODEL PRINT DTE:1 � 9� ---- OWNERSHIP IN AND TO THE DRAWINGS. SCALE 1/8" = V-0" OREGON LIC.No. 64395 PAGE 2 OF 3 1 -LAYER 5 BUILDING SECTION 1/8" = ,'-o" GENERAL NOTES: 1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS, UNLESS NOTED OTHERWISE. 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. FIRST & SECOND LEVEL PIPING IS 4" ABOVE BOTTOM OF TJI'S. 3, EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER FOLD CONDITIONS AND CONFORM WITH NEPA 13R & MANUFACTURER'S RECOMMENDATIONS. 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS. 5. ALL CPVC PIPING IS RAN IN JOIST CHANNELS, SOFFITS OR ATTICS AND PROTECTED BY A MINIMUM OF 1/2" SHEETROCK. i/8" SHEETROCK 1 -LAYER 1/2" RC CHANNEL 2 -LAYERS 5/8" SHEETROCK GARAGE CEILING ONLY 6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT: O = 16' x 16' MAX SPACING (8' MAX OFF WALL) lfx W = 18' x 18' MAX SPACING (9' MAX OFF WALL)` c _ VO' WALL & FLOOR/CEILING PENETRATION NOTES. 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN GARAGES AND UNITS WILL BE FIRE STOPPED USING HILTI FS -ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. 3. ALL UNITS ARE SEPARATED BY 1 -HOUR CONSTRUCTION. HORN WIRINI 112"GRVxS Tn CDDIAIVI CD CVQ_=kA UPRIGHT SPRINKLER COMPANY IDENTIAL RISER MANIFOLD I SWITCH, GAUGE & =ST VALVE. WIRING RS. S 3000B DOUBLE CHECK VA TART AT 1'-0" ABOVE FL00 x SLIP CPVC COUPLING (BY OTHERS) 5LL ULIAILJ dt.LUW & UIVIL PLAN FOR CONTINUATION _'FmHSE'R` DETAL I SCALE N.T.S. UNDERGROUND SUPPLY DETAILS: 4" C-900 SHARED DOMESTIC & FIRE SPRINKLER TO +/— 5'-0" OUTSIDE EACH BUILDING FROM THE 8" C-900 MAIN. AT 5'-0" THE IS A SEPERATE 2" CPVC FIRE SUPPLY INTO THE RISER ROOM. ALL UNDERGROUND PIPING IS BY OTHERS. THIS INFORMATION IS FOR HYDRAULIC REFERENCE ONLY. L HYDRAULIC DESIGN INFORMATION AREA NUMBER 3 CODENFPA 13R,99 HAZARD RES SEEM WET REMOTE AREA ROOM TYPE REMOTE AREA 2 # HEADS DENSITY GPM/HEAD p 1 8 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 324 TOTAL SYSTEM STATIC 64.0 TEST 109TH TOTAL SYSTEM 48 8 REQUIREMENTS: PSI 368GPM AT . FLOW TEST LOCATION 60 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE GL4710 RECESSED WHITE CPVC HYDRAULIC DESIGN INFORMATION AREA NUMBER 2 CODEN FP A 13R,99 HAZARD RES WET REMOTE AREA ROOM TYPE REMOTE AREA 4 # HEADS DENSITY GPM/HEAD p 1 8 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 0 AREA PER SPRINKLER 324 TOTAL SYSTEM STATIC 64.0 TEST 109TH TOTAL SYSTEM REQUIREMENTS: 44.8 PSI 78 9GPM AT FLOW TEST LOCATION 60 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE GL4710 RECESSED WHITE CPVC TYPICAL DIMENSIONS LE:� — %=�j ' U'PE' FL' 1/8" = V-0" `�-'LD"�S 10-1291016�_1992o-2(o r F� F� TYPICAL DIMENSIONS LED) L== -LU%= -7j �=_?) HU— Ht,_4"5 UU— H�W7zZ- U—ze=-(0 LL= UUVIE__F1 If— LL= F� 1/8.. = 1.-0.. RISER F.D.C. Q 3� o of w �m HYDRAULIC DESIGN INFORMATION AREA NUMBER 1 coDENFPA 13,99 �HAZARD ORDINARY I SYSTEM WET REMOTE AREA ROOM DENSITY GPM/SQ. FT.0.1 5 INSIDE HOSE ALLOWANCE 0 OUTSIDE HOSE ALLOWANCE 250 AREA PER SPRINKLER 130 SQ. FT. THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO PROVIDE 14 GPM HEAD FOR THE MOST REMOTE 4 HEADS IN A DWELLING COMPARTMENT AS DEFINED BY NEPA 13R,99 GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE OF 250 G.P.M.. Al/30/06- REVISIONS PER CITY OF TIGARD LETTER DATED 1 /2O/O6. sYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. STATIC 64.0 TEST 109TH TOTAL SYSTEM FLOW 1783 REQUIREMENTS: 52.4 PSI 3300GPM AT . FLOW TEST LOCATION 60 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE GL4710 RECESSED WHITE CPVC TYPICAL DIMENSIONS HANGER NOTE: ALL CPVC PIPING WILL BE STRAPPED WITH UL APPROVED CPVC STRAP HANGERS. DETAILS SHOWN ON SHEETS 1 & 2. F23UUMWN I =*Mw TYPICAL DIMENSIONS is,I0ISIAM 9MCI7I 2 (wef' )T T 40 All:) 9001 9 t 8vw 1/8" = 114" N_ WE ILOW-111 A4 11 nw F.D. C.�` ' 1/8)) = 1'-0" "THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY" 0 1. 2• 3• 4• s• 6' r a NOTES REVISIONS SPRINKLER LEGEND WATER SUPPLY INFO. — WATER MAIN THESE SHOP DRAWINGS WERE PREPARED FROM PLANS DRAWN BY ------------------- LEONARD J_MILBRANDT THIS DRAWING IS THE PROPERTY OF JND FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT9 OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITON THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWINGS. 6� �i d,�, : o JNDFIIRF SPRIN� KLER� � INC. 12155 SW GRAAVE SU� ® `�V�R® ®13E�a1 THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO PROVIDE 14 GPM HEAD FOR THE MOST REMOTE 4 HEADS IN A DWELLING COMPARTMENT AS DEFINED BY NEPA 13R,99 GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE OF 250 G.P.M.. Al/30/06- REVISIONS PER CITY OF TIGARD LETTER DATED 1 /2O/O6. sYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. STATIC 64.0 TEST 109TH RESIDUAL 36.0 & CANTEBURY FLOW 1783 DATE 11 /24/05 ELEV. 60 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE GL4710 RECESSED WHITE CPVC ® 12 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2 -PC 401 WHITE CPVC LOCATION CHANGE -32 To WATER TAP PHONE NO. (503) 968-5200 FAX (503) 968-5920 CANTEBURY WOODS CANTEBURY LANE TIGARD, OREGON ZL 3/14/06 - REVISIONS PER FIELD CONDITIONS --------- --------- O , UPR BRASS 155 5.60 1/2" 1/2 TYCO TY -FRB CPVC SOURCE OF CITY OF TIGARD INFO. oN SPRINKLER RISER TOTAL HEADS LOWER FLOOR 43 _-_-_ARCHITECT _____ BELLEVUE, WASHINGTON APPROVALS WATER SUPPLY INFO. —TANK -__-__-__-__-__-___-__-_-__-__-__-__-__-__-__-__-__-- JND PLANS DRAWN BY: JM D_ A— PRESSURE CAPACITY ELEV. B L D G S 4,10-12,16-19,26-28 FIRE SPRINKLER PIPING PLANS REVIEWING AUTHORITIES CITY OF TIGARD oCC'Y R-1 _______ JOB #_40629 TOTAL HEADS LOWER FLOOR BL. 4 33 TOTAL HEADS UPPER FLOOR 30 FIRE PUMP ________ - PRINT DATE.12 29 05 TOTAI HFADS 11PPFR FI OOR (RI - 4) 24 TOTAL HEADS ENTIRE PROJECT 2524 RATED PSI RATED CPM MFGR MODEL SCALE 1/8" = i' -o" OREGON LIC.No. 64395 PAGE 3 OF 3 -------------------