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Home My WebLink About11 Arlington Street - Hyannis Marine - Basement Storage BuildingTHE FOLLOWING ASSUMPTIONS WERE MADE IN ORDER TO PROVIDE A HYDRAULIC CALCULATION FOR THE PROPOSED BUILDING ADDITION. 0 1. 100 OF 8 UNDERGROUND 9 c Q Q 2.- 8" DOUBLE CHECK BACKFLOW PREVENTER Q I _ ,5'-10„ I � 3. NEW 6', VIKING MODEL F-1 DRY. P,PE VALVE. ASSUME THAT THESE ITEMS WERE PROVIDED 4. 100' OF 6" EXPRESS PIPE AND 2 6" FIRELOCK 25 -0 I 25'-0" 25'-0" 4 90' ELBOWS (EQUIVALENT) WILL GET (THE EXPRESS FOR THE STORAGE BOAT ADDITION. (Q ) S SEE Y.S.C. PLAN DATED 8/1/03 FOR INFO.)----- PIPE TO HYDRAULIC REFERENCE POINT #6 IF ANY OF THESE ASSUMPTIONS ARE INCORRCT THE SPRINKLER F,. .r SYSTEM MAY NOT WORK PROPERLY. CONDUCT A SITE VISIT AND MAKE THE REQUIRED CHANGES PRIOR TO SUBMITTING TO THE FIRE DEPARTMENT OR PRICING TO THE OWNER. --»-- ------ — - — - - � FLOW TEST DATA ^ STATIC = 71 PSI RESIDUAL = 55 PSI FLOW = 2176 GPM INGTON S DATE.. 9/7/94 ARL TREE T LOCATION 'ME PR SSUUREOHYDRANTEIIS LOCATED ON NEW a EXPRESS PIPE FRO ,$ N I r $ �• I TUGBOATS ARLINGTON ARLINGTON STREET. FLOW HYDRANT IS ANEW 6' DRY VALVE RESTAURANT ON WILLOW STREET & ARLINGTON ST. 23 24 O I I 1 -I" ' P CONNECT TO THE 6" EXPESS MAIN 6� 25 /,ATO THE BOAT STORAGE BUILDING. ` [ 11 [M1.2) iM .3] [M1.4F 2.1 [AI3.11 [14.11 C x 3LW ® 3LW 3LW , 3L 3L'Y 3 W 3LW 3LW 3LW W 3LW W N 12-6 7-0 I 5-6 12 2-3 6 9-6 3-0 4-5 2 4% 1-94'+ 2 I CA $ c/c c/c c ci,; c c c/c c/c c/c /c c/c c .4 1I S 1 JI I I , 29 31 1 I I I I r 32 OO ROPOSED P, AMP 2t ? \T I Tif�� 1� `INSTALL A 6"x3" GROOVED VICTAULIC MECHANICAL TEE. BOAT STORAGE BUILDING "A" 1 BOAT STORAGE BUILDING 'B" HYA.NNIS IPJNER -iARBGR PROPOSED RAMP 3 $ cq b :V cl 71 A � � I --PARTIAL SITE PLAN I S2-0 x i I NOT TO SCALE I , I -I _ I I 71 ` - -- — _ I I I I I I I I I I 1 I I I I ' I , ELEVATION VIEW - NEW STORAGE AREA WITH PARKING ABOVE. -- MAXIMUM STORAGE HEIGHT IS 18" BELOW THE LOWEST SPRINKLER DEFLECTOR. GENERAL NOTES: (1) Building construction is entirely non—combustible. The building will be occupied by not more than a -class IV commodity stored on a rack under 10'-0 (2) The sprinkler system design Is based on the requirements of NFPA-13, /21)02 edition. The occupancy 1s considered to be Ordinary Hazard Group 2 A design density of 0.20 gpm/sq. ft. over 1500 sq. ft. is required. The operating area will need to be incereased by 30% due 'to the fact that it is a dry system. The final design area will be 1950 sq. ft. (3) All equipment and materials shall be UL Listed and factory Mutual Approved. (4) Pipe: 1" to 1 1/2" inclusive shall be schedule 40 internally/externally galvanized with cast threaded galvanized fitting. Pipe 2 and larger shall be schedule 10 internally/externally galvanized with rolled groove couplings and drill -in type mechanical tee fittings. Fittings on schedule 10 pipe are not required to be galvanized. Gaskets shall be rated for dry pipe system use. Welded outlets are not to be used. (5) The installation shall meet all requirements of the Massachusetts Building Code, 6th edition, the owner's insurance carrier, the building and fire departments of the towns of Hyannis and Barnstable. The installation shall clso meet the requirements of the fire department and water department of the town of Yarmouth. (6) This is preliminary drawing for use in obtaining a building permit. Once the project is approved a new flow test and hydraulic calculation will need to be conducted. The existing building will need to be surveyed, and the location of the express pipe will need to be verified. This drawing is provided to show the extent of the project, and the intent to provide sprinkler protection throughout the new addition. '(t► OF MAss'9C' oma' STEPHEN s NELSON, v FIRE PROTECTION No. 41842 4 - SEAL MUST BE SIGNED AND DATED TO BE VALID FIG. 800 SWAY BRACE A-ACHMNT TO STEEL I—SEAM FIG. 910 SWIVEL SWAY BRACE FITTING' \BRACE R. -E /FIG. 1000 FAST CIA.MVM SWAY BRACE ATTACHMENT mpnenea. T.1- St.., Pq sspaneM a ossa o s<rvct.ni t r g na to eon the Iatse . fu'ta. 1lon.,ei.:.an I llul*nla 1 nn lr ee T... P,t, ,scolia of tee• 11 "T eer�ou• potentia: �cr Lector. vna lerl�.e. n S'+TAY BRACE ATTACHMENT TO STEEL 1-3 SICWN IN LATERAL SPACE APFL,CATION PROTECTION OF PIPING (EARTHQUAKE DAMAGE) NFPA 13 — 2002 EDITION LISTED FLEXIBLE COUPLINGS SHALL BE USED IN THE FOLLOWING AREAS. l' ADDITIONAL t FLEXIBLE COUPLINGS ARE USED, ADDITIONAL SWAY BRACING WILL NEED TO BE ADDED. F, A00 THIS IS FOR ALL PIPING 21/2" AND LARGER. `WAY RAC A -'AC H.MEZ4T 'C S -EEL I—BEAM A. WITHIN 24" OF THE TOP AND BOTTOM OF ALL RISERS. FIG. 9'C SW VEL SWAY EXCEPTION — RISERS LESS THAN 3'-0", FLEXIBLE COUPLINGS CAN BE OMITTED. BRACE Fl -';NG EXCEPTION — RISERS BETWEEN 3'-7' ONLY NEED ONE FLEXIBLE COUPLING. B. WITHIN 12" ABOVE & 24" BELOW THE FLOOR IN MULTISTORY BUILDINGS. \SRACE FRE C. ON BOTH SIDES OF CONCRETE OR MASONRY WALLS, COUPLING MUST BE WITHIN 1' OFF THE WALL. FG. D. AT OR NEAR BUILDING EXPANSION JOINTS. -RE C LAMP E. WITHIN 24" OF THE TOP AND BOTTOM OF DROPS TO HOSE LINES, RACK SPRINKLERS, OR SWAI BRACE olc^ St Fq. e5 Nmcenmh ren m•e ANP MF77ANINFI RFGARnl FO.S OF PIPE 0,17E e q en ere . SWAY BRACING 1. LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUM OF 80' ON CENTER SHALL BE PROVIDED FOR FEED AND CROSS MAIN. LONGITUDINAL BRACES SHALL BE PERMITTED TO n n SERVE AS LATERAL BRACES WHERE THEY ARE INSTALLED WITHIN 24" OF THL= PIPING;- WHICH IS BRACED LATERALLY. 2. LATERAL SWAY BRACING SPACED AT A MAXIMUM OF 40' ON CENTER SHA -L BE PROVIDED TOLCO FIG. ON ALL PIPES 21/2" AND LARGER. LATERAL BRACES SHALL BE PERMITTED TO SERVE AS 909 (Z) / LONGITUDINAL BRACES WHERE THEY ARE INSTALLED WITHIN 24!" 4 OF THE PIP 'NG WHICH �. - ..L.... IG. ,.0 �- IS BRACED LONG ITU DI NALI_Y. , T FIG. �. ;„ROE .F� RA-' R 0 ,( T°`" - 9:7 THE TOP OF EVERY RISER, EXCEEDING 3', SHALL BE SECURED WITH A F=.)UR WAY BRACE. � =E - -1,2 AND FF- Ar.. H �Y ,. , C MAX :THE DISTANCE OF 4—WAY BRACING FOR LONG RISERS SHALL NOT EXCEED X25 —0 . IN A MULTISTORY BUILDING, 4 WAY BRACING IS NOT REQUIRED ON RISERS HAT PENETRATE �O� 4 WAY EARTHQUAKE BRACE INTERMEDIATE FLOORS WHERE FLEXIBLE COUPLINGS ARE LOCATED WITHIN 1' OF EITHER SIDE 0.'At�R9 LATERAL/LDNGITUDINAL EARTHQUAKE BRACE OF THE FLOOR. - 4. PIPE RUNS LESS THAN 12'-0" IN LENGTH- ARE BRACED BY ADJACENT; PIPES. 5. SWAY BRACING IS NOT REQUIRED ON BRANCH LINES, HOWEVER THE END SPRINKLER TOLCO FIG 25 IS DESIGNED TO BE GSE -Y ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND LATER,4L MOVEMENT. °'-" SOLO° SAND HANGERS F'S. 263 "0 2: 'A TO RESTRAIN THE JP'NAAC MOVEMENT CF SIRE 6. SPRIG—UPS 4'-0" AND LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT. ACT` ATICN GP SESM'�C AS OCCJRS D:SM1C SPRINKLER �EA7 AC TI'ATY" 7. ALL TOP BEAM TYPE HANGERS SHALL BE INSTALLED WITH RETAINING STRAPS. FIGURE 25 SURGE RESTRAINER FOR STEEL OR CP`1C PLASTIC PIPE SPRINKLER SCHEDULE & LEGEND SYMBOL SPRINKLER DESCRIPTION ORIFICE 'K' TEMP. FINISH QTY. 0 VIKING MODEL M QR UPRIGHT 3/4" 8.0 155' BRS 37 6 HEAD CAB'T & WRENCH ES PROVIDED TOTAL COUNT THIS SHEET = 37 FireAcad Design Software Y.�NKEE SPRINKLER CO., INC. 86 DEPOT STREET SOUTH EASTON, MASSACHUSETTS 02375-0700 PHONE (508) 238-1071 FAX (508) 230-2375 E�. i CALCULATION # 1 CALCULATION # 2 CALCULATION # 3 Hazard Class. CLASS IV RACK UNDER 10' Hazard Class. ORDINARY GROUP 2 System Type DRY I TREE Density 0.2 GPM /* GPM 0 GPM 0 Calculated Area 1 1950 41 1 0 Areaer Sprinkler 1 129.125 0 d 10 41 Demand E4_6_17:79 r GPM@ 41.66 Psi 11 GPM® Psi GPM® 71 Psi FLOW TEST INFO: F]repump: Location: SEE GPM® Psi I Date: SITE PLAN FOR MORE INFORMATION Time: Test By: Orifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM I U G Pipe: 1 71 55 2176 0 2 Ft 3 SAFETY PSI 0 FIG. 800 SWAY BRACE A-ACHMNT TO STEEL I—SEAM FIG. 910 SWIVEL SWAY BRACE FITTING' \BRACE R. -E /FIG. 1000 FAST CIA.MVM SWAY BRACE ATTACHMENT mpnenea. T.1- St.., Pq sspaneM a ossa o s<rvct.ni t r g na to eon the Iatse . fu'ta. 1lon.,ei.:.an I llul*nla 1 nn lr ee T... P,t, ,scolia of tee• 11 "T eer�ou• potentia: �cr Lector. vna lerl�.e. n S'+TAY BRACE ATTACHMENT TO STEEL 1-3 SICWN IN LATERAL SPACE APFL,CATION PROTECTION OF PIPING (EARTHQUAKE DAMAGE) NFPA 13 — 2002 EDITION LISTED FLEXIBLE COUPLINGS SHALL BE USED IN THE FOLLOWING AREAS. l' ADDITIONAL t FLEXIBLE COUPLINGS ARE USED, ADDITIONAL SWAY BRACING WILL NEED TO BE ADDED. F, A00 THIS IS FOR ALL PIPING 21/2" AND LARGER. `WAY RAC A -'AC H.MEZ4T 'C S -EEL I—BEAM A. WITHIN 24" OF THE TOP AND BOTTOM OF ALL RISERS. FIG. 9'C SW VEL SWAY EXCEPTION — RISERS LESS THAN 3'-0", FLEXIBLE COUPLINGS CAN BE OMITTED. BRACE Fl -';NG EXCEPTION — RISERS BETWEEN 3'-7' ONLY NEED ONE FLEXIBLE COUPLING. B. WITHIN 12" ABOVE & 24" BELOW THE FLOOR IN MULTISTORY BUILDINGS. \SRACE FRE C. ON BOTH SIDES OF CONCRETE OR MASONRY WALLS, COUPLING MUST BE WITHIN 1' OFF THE WALL. FG. D. AT OR NEAR BUILDING EXPANSION JOINTS. -RE C LAMP E. WITHIN 24" OF THE TOP AND BOTTOM OF DROPS TO HOSE LINES, RACK SPRINKLERS, OR SWAI BRACE olc^ St Fq. e5 Nmcenmh ren m•e ANP MF77ANINFI RFGARnl FO.S OF PIPE 0,17E e q en ere . SWAY BRACING 1. LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUM OF 80' ON CENTER SHALL BE PROVIDED FOR FEED AND CROSS MAIN. LONGITUDINAL BRACES SHALL BE PERMITTED TO n n SERVE AS LATERAL BRACES WHERE THEY ARE INSTALLED WITHIN 24" OF THL= PIPING;- WHICH IS BRACED LATERALLY. 2. LATERAL SWAY BRACING SPACED AT A MAXIMUM OF 40' ON CENTER SHA -L BE PROVIDED TOLCO FIG. ON ALL PIPES 21/2" AND LARGER. LATERAL BRACES SHALL BE PERMITTED TO SERVE AS 909 (Z) / LONGITUDINAL BRACES WHERE THEY ARE INSTALLED WITHIN 24!" 4 OF THE PIP 'NG WHICH �. - ..L.... IG. ,.0 �- IS BRACED LONG ITU DI NALI_Y. , T FIG. �. ;„ROE .F� RA-' R 0 ,( T°`" - 9:7 THE TOP OF EVERY RISER, EXCEEDING 3', SHALL BE SECURED WITH A F=.)UR WAY BRACE. � =E - -1,2 AND FF- Ar.. H �Y ,. , C MAX :THE DISTANCE OF 4—WAY BRACING FOR LONG RISERS SHALL NOT EXCEED X25 —0 . IN A MULTISTORY BUILDING, 4 WAY BRACING IS NOT REQUIRED ON RISERS HAT PENETRATE �O� 4 WAY EARTHQUAKE BRACE INTERMEDIATE FLOORS WHERE FLEXIBLE COUPLINGS ARE LOCATED WITHIN 1' OF EITHER SIDE 0.'At�R9 LATERAL/LDNGITUDINAL EARTHQUAKE BRACE OF THE FLOOR. - 4. PIPE RUNS LESS THAN 12'-0" IN LENGTH- ARE BRACED BY ADJACENT; PIPES. 5. SWAY BRACING IS NOT REQUIRED ON BRANCH LINES, HOWEVER THE END SPRINKLER TOLCO FIG 25 IS DESIGNED TO BE GSE -Y ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND LATER,4L MOVEMENT. °'-" SOLO° SAND HANGERS F'S. 263 "0 2: 'A TO RESTRAIN THE JP'NAAC MOVEMENT CF SIRE 6. SPRIG—UPS 4'-0" AND LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT. ACT` ATICN GP SESM'�C AS OCCJRS D:SM1C SPRINKLER �EA7 AC TI'ATY" 7. ALL TOP BEAM TYPE HANGERS SHALL BE INSTALLED WITH RETAINING STRAPS. FIGURE 25 SURGE RESTRAINER FOR STEEL OR CP`1C PLASTIC PIPE SPRINKLER SCHEDULE & LEGEND SYMBOL SPRINKLER DESCRIPTION ORIFICE 'K' TEMP. FINISH QTY. 0 VIKING MODEL M QR UPRIGHT 3/4" 8.0 155' BRS 37 6 HEAD CAB'T & WRENCH ES PROVIDED TOTAL COUNT THIS SHEET = 37 FireAcad Design Software Y.�NKEE SPRINKLER CO., INC. 86 DEPOT STREET SOUTH EASTON, MASSACHUSETTS 02375-0700 PHONE (508) 238-1071 FAX (508) 230-2375 E�. i