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HomeMy WebLinkAbout1000 Stonebrook Dr - Fire Sprnk 91-357 (a)1 ELEVA►.1C7t•i-`f1-I1KD1 '3j �� h� • M MA • _ A EN ��ok. 4 r �9 - 00 e 1 L I I ----------- d, =--Zlil m°' d) 14 I"A IK1. F4F-, r.�L„L F-L_ C-0C -T- F Lvr�} / 3 -rY l >, �'�( atJ%fa t, .i lw :;t-•S ,C.� CNE2 METAi- Fi�i2S 11` � CF4AI�1R� S Ar 24" C .C. F' P'15-0 D IC1J1-Az wc0c. I..::�1��r .l-s. '�lE:I-f lA -TDP I ODE OF Tf; USS W ll-H --�'V4 C_>P l Er,XTErj r +tiV ;+ I ► :i"I I F 1 t: tW ED N,.'D MAl ,. r) -rO c:.X> - w; µ I -1►1► �1 i ;� t 1-1 w> _ G1•«'G� '�" `1 7e� It � FgovIDe 1-Noun, 1=1R>w /Geti_ti.jej z=i C�,Q , a4-1 t�i l!h►Ui •�. IDE C 6 n GENERAL NOTES SPRINKLER HEADS WATER FLOW TEST S. S. P. ON 1" DROP STATIC: a -- N - N -�O - S. S. U. ON 1" SPRIG RESIDUAL: 4-1 R o = N -- S. S. P. PITOT: w.J/A b = N -�- S. S. U. a = N <r, FLOW: 1�3O $ = N v VERT. SIDE WALL DATE OF TEST: C. S. R. —�- HORIZ. SIDE WALL TIME OF TEST: Q. B. _ SPECIAL HEAD, • S. C. = 4 (SEE NOTE) TEST TAKEN BY: L. B. _ EXTENDED COVERAGE HYDRANT LOCATION: i HORIZ. SIDE WALL GcQ rss"�5- n)R�a �'r Cut'3� I HLEDYNE POST N45435 i I PROTECTION PLAM �► HANGERS LAG BOLT HYDRAULIC CALCULATION OTED ATR W/TBC & RING (#01) OTED ATR W/DOUBLE NUT, DOUBLE WASHER & ING (#02A) OTED ATR W/DOUBLE NUT & RING (#02) OTED ATR W/EYEROD SOCKET & RING (#05) OTED ATR W/TOGGLE & RING (#04) OTED ATR W/CONCRETE INSERT & RING (#03) = COACH SCREW ROD & RING (#06) DESIGN AREA # LOCATION DENSITY DESIGN AREA P.S.I. REQUIRED @ BASE OF RISER G.P.M. REQUIRED C@ BASE OF RISER C FACTOR OVERHEAD C FACTOR UNDG. # HEADS CALCULATED R© (-j �i�'i UNIT FS • I - #(�. �a QUICK BOLT SHORT CLIP BOLT a D. S. = DRIVE SCREW HDR. = HEADER F. C. = FLOOR CLAMP R. R. = RING TO RING 1 4 H E4 r�) Di= S 1 i ti GENERAL NOTES SYSTEM -TO BE IN ACCORDANCE w/ NFPA-13R SYSTEM TO BE DESIGNED AS PER NFPA-I3R USING °--A FOUR HEAD DESIGN ALL PIPE & FITTINGS TO BE U,L, LISTED AND APPROVED BLAZEMASTER C,P.V,C,, URO, HANGERS..TO BE SPACED AS PER BLAZEMASTER'S RECOMMENDATIONS SPRINKLERS IN CLOTHES CLOSETS LESS THAN 24 sq. ft. TO BE OMITTED NO SPRINKLERS IN ATTIC SPACE SPRINKLERS • IN BATHROOMS=LESS THAN 55 sq. ft, w/ NO COMBUSTIBLE FIXTURES TO BE OMITTED QUICK RESPONSE RESIDENTAL SPRINKLER HEADS TO BE USED AND SPACED AT 8'-0' OFF WALL MAX, DESIGN CRITERIA NO. DATE DESIGN AREA # SYSTEM # TYPE SYSTEM DENSITY-G.P.M. AREA OF SPRK. OPERATION AREA PER SPRINKLER ORIFICE SIZE K FACTOR INSIDE HOSE OUTSIDE HOSE �5RO FLUOR l &l (Tr P.,, 1 i 2 \ ET 3 'I 4 )C)24h 5 Z`Jto 6 -y 1 7 q•3 .8 E 9 10 1 e F I . 'PRO-v- C-T 10H PLAM U N 11' I 0 REVISIONS BY QUAN. SIZE TEMP. TYPE SPRINKLER IDL_AC-1 t-, -� r7 GF-FI -if R l 7C� � I I -a I ��' wH 1 rE sp{zirlrl�� L I�,J�-. �!`41L, fx�.�_.�J 1� � AI �1r'�..�� Trz�.�..-��D • 2-FC Es.t,1"�3•;�.t;�rl� a�-�1�.� �f�����...� �l_.f'��iG�.G1 DRAWN BY: A r DATE: ` f _ ILA 9 (� SPRINKLERS ON JOB: % 1-7Co SCALE: A�b M oTel.;.� UNDERWRITERS: MUNIC. PH. # ORLANDO-222 CAPITOL COURT OCOEE, FLORIDA 32761 (407) 656-3030 JACKSONVILLE-8963 PHILLIPS HWY. Automatic Fire Sprinklers, Inc JACKSONVILLE, FL. 32256 FILE NUMBER (904) 268-3030 CONTRACT NO. 9 (::) 1 (� SHEET NO. _ OF X 4` I e n t .:,-SPRINKLER HEADS VV�1�ER FLOW TEST HANGERS HYDRAULIC CALCULATION DESI N CRITERIA G NO. DATE REVISIONS B Y QU AN. SIZE S T EN1R SPRINKLER TYPE SPRIN PLAC j D LAKE AP4NPT/„NUS NOTED ATR N/TBC & RING (#01) DESIGN AREA # � � � U� I"J' 1 2.1 � tt{- IW IrJJ 1kt�P� ItcKCJ? J �. F � i a ? �...I �✓ �. S: S: P. N 1" DROP, O : TATIG: S 55 S NOSED ATR V`UDOUBLE NUT, DOUBLE MASHER � LOCATION DESIGN AREA # h i�� 1T' Tom, 2. a�sksT O S. S.:U. ON V-SPRIG RESIDUAL; 41 RING NG ( } 3 _: NOTED ATR W/DOUBLE NUT & RING (#02) DENSITY SYSTEM # TYPE SYSTEM n I � \VAT � 3 DRAWN BY: '"" �:-.,� y a DATE:' !� S. S. P. PITOT. N/A $ = NOTED ATR W(EYEROD SOCKET � RING (#05) � = &RING..(#oqi DESIGN AREA _ DENSITY G.P.M. �,, -�. �} SPRINKLERS ON JOB: .. �. SCALE: �. . FLAW. 12 NOTED ATR Wl7OGGLE IrI # a NOTED `ATR W/CONCRETE' INSERT R G t o } P.S.I. E UIRED R Q @ AREA OF SPRK. OPERATION ' `�� t m c�4 ta? � 1 5 UNDERWRITERS. f:p E1t�iFoF MUNIC. FlP~6 U PH. # �.: VERT. SIDE WALL DATE OF TEST: C. S. R. COACH'SCREW ROD & RING (#06) BASE OF RISER G.P.M. REQUIRED @ AREA PER SPRINKLER j� n C l 6 ORLANDO-222 CAPI TUL COURT Q. B. = QUICK BOLT D, S. = DRIVE SCREN! -�� HORIZ. SIDE WALL TIME OF TEST; BASE OF RISER ORIFICE SIZE OCOEE FLORIDA 32761 (407) 656-3030 \"N / (— � � �� 7 SPECIAL HEAD (SEE:NQTE) TAKE N BYr TEST KE —` CLIP S. G. SHORT = L_B. LAG BOLT = HEADER HDR. H -, C MP F. C. FLOOR LA C FACTOR OVERHEAD O D G K FACTOR WAR% E JACKSONVILLE-$963 PMILLIPS HWY. �� 8 U. U BOLT R. R. `= RING TO RING C FACTOR UNDG. INSIDE RUSE w JACKSONVILLE FL. 32256 Automatic Fire Sprinklers, Inc. > (904)6$ 3430 FILE NUMBER ERAG EXTENDED COV E E. HQRIZ. SIDS WALL HYDRANT LOCATION: cQw•► se. aF At"X-Or 2l dtQ # HEADS CALCULATED "i � �/ r- [� h� 9 — 10 CONTRACT NO. Iq 0 I Is SHEET NO. . —OF . .. . LivE _c7��. ` 131.�lf� < OUTSIDE HOSE TELEDYNE, POST N454 r i F-0i 00 n �,k ►'A F I t GENERAL NOTES SYSTEM TO BE IN ACCORDANCE w/.NFPA-I3R SYSTEM TO BE DESIGNED AS'PER NFPA=I3R USING -A FOUR HEAD DESIGN ALL PIPE & FITTINGSJO BE U,L, LISTED AND -APPROVED BL.AZEMASTER C,P,V,C., U,N,O, HANGERS., TO BE SPACED AS, PER BLAZEMASTER'S RECOMMENDATIONS SPRINKLERS IN CLOTHES --CLOSETS LESS THAN 24 sq. ft. TO BE OMITTED NO SPRINKLERS IN ATTIC SPACE SPRINKLERS IN BATHROOMS LESS THAN 55 sq. ft. w/; NO" COMBUSTIBLE 'FIXTURES 'TO BE OMITTED QUICK RESPONSE RESIDENTAL SPRINKLER HEADS TO BE'""USED''AND SPACED AT 8'-0' OFF WALL MAX, GENERAL NOTES TELEDYNE POST N45435 . -y a 3 o � a 7 F. 7 i GENERAL NOTES GENERAL NOTES SPRINKLER HEADS WATER FLOW TEST - S. S. P. ON 1" DROP S P STATIC: 55S. S. U. ON 1" SPRIG RESIDUAL: 47 -�- S. S. P. PITOT: NIA FLOW: 123o �✓ VERT. SIDE WALL DATE OF TEST: -�- HORN. SIDE WALL TIME OF TEST: SPECIAL HEAD (SEE NOTE) TEST TAKEN BY: -- EXTENDED COVERAGE HYDRANT LOCATION:_ a . HORIZ..SIDE'WALL t TELEDYNE POST N45435 HANGERS HYDRAULIC CALCULATION 3 = NOTED ATR W/TBC & RING (#01) b =NOTED ATR W/DOUBLE NUT, DOUBLE WASHER & RING (#02A) 6 = NOTED ATR W/DOUBLE NUT & RING (#02) 8 = NOTED ATR W/EYEROD SOCKET & RING (#05) = NOTED ATR W/TOGGLE & RING (#04) = NOTED ATR W/CONCRETE INSERT & RING (#03) C. S. R. = COACH SCREW ROD & RING (#06) DESIGN AREA # LOCATION DENSITY DESIGN AREA P.S.I. REQUIRED Q BASE OF RISER G.P.M. R�QUIRED a BASE OF, RISER C FACTOR OVERHEAD C FACTOR UNDG. # HEADS CALCULATED ' F-L :1`- L-)"I 44 Q. B. = QUICK BOLT S. C. = SHORT CLIP L. B. = LAG BOLT U. = U BOLT D. S. = DRIVE SCREW HDR. = HEADER F. C. = FLOOR CLAMP R. R. = RING TO RING 1 �`► I r DESIGN AREA # SYSTEM # TYPE SYSTEM DENSITY-G.P.M. AREA OF SPRK. OPERATION AREA PER SPRINKLER ORIFICE SIZE K FACTOR INSIDE HOSE OUTSIDE HOSE r- DESIGN CRITERIA iSl 4 Z4S4_. l-Tci3Jih11ZEi> N INSPECTOR T U;2A)� .t 1 t ^" NO. DATE REVISIONS BY QUAN. SIZE TEMP. TYPE SPRINKLER 1 i �, i 9Q Itch I ciw r �rX1-�.. ��I�I> > Q � �v I_J V F .� T I_�J[� A 2 \\CH rTl: 2 fc- Irk, 3 DRAWN BY: A. F E -` DATE: 4 SPRINKLERS ON JOB: '�7 I '-TCp" SCALE: s.. recto 5 UNDERWRITERS; MUNIC. =H� 6 ORLANDO-222 CAPITOL, COURT OCOEE,,FLORIDA 32761 7 (407) 666-3030 JACKSONVILLE-8963,PHILLIPS HWY. Automatic Eire Sprinklers, Inc JACKSONVILLE, FL. 32256 9 FILE NUMBER (904) 268-3030 1101 CONTRACT NO. Oq 0 (� � SHEET NO. _�_ OF t t . ICJ G✓` p 3A y w 3 IY)� V - I � L i R t TELEDYNE POST N45435 GENERAL NOTES SPRINKLER HEADS WATER FLOW TEST. S. S P. O 1" DROP N STATIC: S -- S. S. U. ON 1" SPRIG RESIDUAL: 4--( S. S. P. PITOT: 1 FLOW: 3c�> -- VERT. SIDE WALL DATE OF TEST: - �- HORIZ. SIDE WALL TIME OF TEST: SPECIAL HEAD (SEE NOTE) TEST TAKEN BY: - EXTENDED COVERAGE HYDRANT LOCATION: HORIZ. SIDE WALL m HANGERS HYDRAULIC CALCULATION a = NOTED ATR W/TBC & RING (401) 6 = NOTED ATR W/DOUBLE NUT, DOUBLE WASHER & RING (#02A) 3 NOTED ATR W/DOUBLE NUT & RING (#02) 8 = NOTED ATR W/EYEROD SOCKET & RING (#05) 6 = NOTED ATR W/TOGGLE & RING (#04) = NOTED ATR W/CONCRETE INSERT & RING (#03) C. S. R. = COACH SCREW ROD & RING (#06) DESIGN AREA # LOCATION DENSITY DESIGN AREA P.S.I. REQUIRED BASE OF RISER G.P.M. REQUIRED BASE OF RISER C FACTOR OVERHEAD C FACTOR UNDG. # HEADS CALCULATED '` � �-lip-"�:.a v `T'1-1i.eu S, Q. B. = QUICK BOLT S. C. = SHORT CLIP L. B. = LAG BOLT U. = U BOLT D. S. = DRIVE SCREW HDR. = HEADER F. C. = FLOOR CLAMP R. R. = RING TO RING DESIGN AREA # SYSTEM #,i - .'4 U*+ $ �,, r�+ TYPE SYSTEM 3 DRAWN BY:; . �',`�� DATE: DENSITY-G.P.M. 4 SPRINKLERS ON JOB: Z j­!'(v SCALE: AREA OF SPRK. OPERATION 5 UNDERWRITERS: Ff?iV TE 'PH. # Tim- ik- vve * _w: ✓. AREA PER SPRINKLER ORIFICE SIZE K FACTOR E HOSE INSIDE OUTSIDE HOSEO 6 ORI:AN66-22 PITO COURT 2 OA L OCOEE, FLpRiDA2761 - 407 6 6-3Q , 5 30 JAGKSONVILLE a3963 P1-11LC;IPS -HWY. Autamatie Fire Sprinklers, lnc JACKSONVILLE4 FL,' 32256 ,, ':' (904) 260 3030', ,. 8 9 FILE NUMBER 10 CONTRACT NO' SHEETNO... ".OF_' ..., C a 0 Minimum Cure. Prior fo Pressure:Testin `Pipe Sues' F Ainbient,temperature`'•l durin cure period" 'Ya" to 1'/z" 2" to 3" Above 60°F 3 hours 5 hours`' rt 40°F,to 600F.. 24 hours 24_h6urs . 0°F to 40°F 48 hours =4g hours';' Special care shall be` exercised .when assembling> SFEARS BlazeMaster systeins in extremely ldwA'emperafutve , (below 40'IF) _"or extrentzly high temperatures (above I O0°F). Extra set and cure ;. time shall be allowed in colder temperatures., wextrvinc v hot :teniperatures, make sure both surfaces to be joined are skill wet with cement tivh6 putting "them together. On&46.'iostallation is completed _and cured per`the' above recommen6tioiis', the 5ystIi6shall be pressure tested at 200 psi tsi"r l hiiurs;; Qr at 50 psi in excess of the maximuiri pressure. when - the maximum pressure to be raintained1n the system is in ex cess of 150 psi, -in accordance with the requirements established by NFPA Standard l3, Section !-!l2. Wheir pressure -testing, the sprinier system shall be filled ticith water and the air bled,, from the highest and farthest sprinkler heads before test pressure is. applied: °Air or compressed yak 'should ri'eaer- be 'use¢; for pressure te5ling. If. a leak is found, the fitting must be'cut: out ne and discarded. A w sectioncan be installed using couplings or:, a union. `Unions should be,'used in;aceessible areas only." t s ESTIMATING PRIMER AND CEMENT REQUIREMENTS The following guidelines are provided to allow 'estimation of SPEARS BlazeMaster Primer and Cement ,gu4nti fie� needed. Solvent Cement_ Primer Fitting :` Number .of Joints . Number of Joints ` Size inches - Per QuartPer Quart 270 810 1 180 54.0 !'/► 130 390 " 100 30,0 2 70 210 2'h 50 1h0 3 = . 40 124.: OPNE',RAL .NOTES SYSTEM TO BE IN ACCORDANCE w/ NFPA-I3R SYSTEM, TQ. BE DESIGNED AS PER NFPA-1.3R, USING A FOUR'HEAD -'DESIGN ::,ALL PIPE & , FITTINGS' TQ BE �` U,L. LISTED ' AND APPROVED BLAZEMASTER C.P,V.C,, U,N,q, MANGERS TO ,BE, SPACED ;AS, PER.DLAZEMASTER'S RECOMMENDATIQNS SPRINKLERS IN CLOTHES CLOSETS LESS THAN al sq. 'Ft, TO BE 'OMITTED NO` SPRINKLERS IN'`ATTIC SPACE VRINKLERS IN BATHROOMS LESS THAN 55 sq, ft. w/ NO COMBUSTIBLE FIXTURES TO ''BE OMITTED QUICK RESPONSE RESIDENTIAL SPRINKLER HEADS TO BE USED 'AND` SPACED AT 8'--0''"OFF WALL MAX:. GENERAL NOTES SPRINKLER HEADS S. S. P. ON 1" DROP S. S. U. ON 1" SPRIG — �— S. S. P. — �- S. S. U. V VERT. SIDE WALL �— HORIZ. SIDE WALL —�— SPECIAL HEAD (SEE NOTE) —� EXTENDED COVERAGE HORIZ. SIDE WALL 1A1,rj`0 WATER FLOW TEST HANGERS HYDRAULIC CALCULATION DESIGN CRITERIA NO.1 DATE REVISIONS BY JUUAN. SIZE I TEMP. TYPE SPRINKLER PL*AC_ I ID L�A K� E AFARiT%1`•�_: T<--a ; f � f K ,erg-1 l �� 1 /� ^, t,� 11i tk+l i /li, STATIC: a = NOTED ATR W/TBC & RING (#00 6 = NOTED ATR W/DOUBLE NUT, DOUBLE WASHER & RING (#02A) DESIGN AREA # LOCATION rJC(, `. " DESIGN AREA # SYSTEM # r is -•� 1 �(IIp �. WH)T� 5P91 't.!4L' I_C�. �` a=� V �,._i e rv. ", _ J T.: �� l\l- �c 3 2 vJ� titi;_ "s sxt 31cC15 3 DRAWN BY c4 # kF__ f DATE: ,� iy + 1'�~1Y� , I CI . t .7 r� r. RESIDUAL: PITOT: FLOW: DATE OF TEST: b NOTED ATR W/DOUBLE NUT & RING (#02) = NOTED ATR W/EYEROU SOCKET &RING (#05) =NOTED ATR W/70GGLE &RING (#04) = NOTED ATR W/CONCRETE INSERT & RING (#03) C. S. R. = COACH SCREW ROD & RING (#06) DENSITY DESIGN AREA P.S.I. REQUIRED BASE OF RISER G.P.M. REQUIRED @ TYPE SYSTEM DENSITY-G.P.M. AREA OF SPRK. OPERATION AREA PER SPRINKLER 4 SPRINKLERS ON JOB: ' SCALE: �n 5 UNDERWRITERS: F `IA MUNIC. F � r i PH: # 6 ORLANDO-222 CAPITOL COURT Q. B. = QUICK BOLT S. C. = SHORT CLIP L. B. =LAG BOLT U. = U BOLT D. S. = DRIVE SCREW HDR. = HEADER F. C. = FLOOR CLAMP R. R. = RING TO RING TIME OF TEST: TEST TAKEN BY: HYDRANT LOCATION: BASE OF RISER C FACTOR OVERHEAD C FACTOR UNDG. # HEADS CALCULATED ORIFICE SIZE. K FACTOR INSIDE HOSE OUTSIDE HOSE Ak OCOEE, FLORIDA'32761 (407) 6.50.3030 JACKSONVILt E-8963,PHILLIPS H1NY. Automatic Fire Inc JAGKSQNVILLE, FL 32256 (904) 268=3030 7 8 9 FILE NUMBER . 10 CONTRACT NO. q_ 0 ( SHEET NO. 7 = OF TELEDYNE POST N45435 FIG. 23 FIG. 2 ADJUSTABLE RING HANGED Vane -Type f HANGER FOR _.P. V. C. PLASTIC IC FIFE FIG. 2 NFPA ADJUSTABLE RING HANGER WITH REDUCED ;COI) SIZE �Waterflow DOUBLE 1=A5 I'EI�IE�P STRAP'A' PE Size Range - 1/2 thru 6 inch pipe. Detedor TOTL C U Material - Carbon Steel, Mil. Galvanized to G-90 11ACORPORATED specification. COROM,L CA • (114) M-65 e, Size Range - 3/4" thru 2" C..P.V.C. pipe. --`: - y Function - For general piping - g p'p' g purposes. Knurled Material - Carbon Steel with galvanized finish G swivel nut design permits hanger adjustment after installation. Spring tension on swivel nut holds it p ._ v g 90 go t. spec. FIG. 99 Function - Figure 73 is intended to perform as a securely in hanger before installation. Swivel nut ALL THREAD ROD CUT TO LENGTH hanger to suppor: only C.P.V.C. piping used in easily removed. Approvals - Underwriters' Laboratories listed and automatic fire sprinkler systems. Size Range - 3/8 thru 7/8 inch rod in 1 inch Figure 23 can be installed on the side, on the Factory MutualEngineering approved. Conforms ; increments. bottom Federal Specification W W-H-171E, type 10, and bottom or on the top of a beam. ! Manufacturers Standardization Society SP-69, Maternal -Carbon Steel §, y ©Listed ' bia.adnsum Temperature - 750'F Figure 23 can also function as a restrainer to ., ,� •-- :�type 10. Q> Approved Finish •Plain, Electro-Galvanized, and Stainless prevent the upward movement of the sprinkler =` Maximum Temperature - 650°F i Steel. head during activation. MAX. REC. LOAD Finish - NU. Galvanized and Stainless Steel.LBs. Order By • Figure number, rod diameter, rod ROD FOR SERVICE TEMPS. Approvals - Underwriters Laboratories listed to Order By -Figure number and pipe size. length, and finish. SIZE 66WF 75WF _ support fire sprinkler piping. Meets and exceeds U-Bolt Nut y 3/a 610 540 the requirements of N.F.P.A. 13, 13R, and 13D. i (see text for torque im' a, -� requirements) 1/2 1130 1010 Features - Figure 23 incorporates features which _ Cover _,, —� 'A 51p o'Vo"I 5/8 1810 1610 protect the pipe and ease installation. The flared I g Pipe '' Pipe Diameter 4 4y s' r 3/4 2710 2420 edge design' protects C.P.V.C. pipe from any Saddle Plus5'ir' o + J 7/8 3770 3360 rough surface. ( a Figure 23 is easily attached to the building structu: e i using the two hex head self threading screens* ` ( C Saddle furnished with the product. It is recommended that I B ` Plastic Gasket rechargeable electric drills fitted with a hex socket i I Paddle attachment be used as installation toils. No A N Saddle impact tools (such as a hammer) or impact fasteners I Locator (such as drive screws or nails) are allowed. Damage - —�— - — U-Bolt �--� Pipe Diameter has been known to result from installations using Plus 3" — Pipe Retard Adjustment Dial impact type tools. No pre drilling of a pilot hole in wood is required. I _ A Order By -Figure number and C.P.V.C. pipe size. " - Patent Pending ` r +FIG. 105**- Minimum fastenersize acceptable, 412x1-114" MAX. APPROX. WEIGHT PER too Typical Switch Connections COACH I SCREW YY HANGER Y GG ROD hardened hex head self threading screw. PIPE ROD STOCK REC. FIG. 2 (One Switch Shown) SIZE SIZE A B C SIZE LOAD LBS. FIG.2 NFPA Size Range - 3/8 thru 3/4 inch rod. I/2 3/8 3-1/8 2 5/8 1 3/8 16 a X 1 400 17 17 Material - Carbon Steel + T C Contacts will Function - Typically used to suspend pipe from 00 f c� " I 1 3 8 3-3 $ 2-5 8 I-1 8 16 a x l � 400 18 18 close when wood joists. Machine threaded on one end and laglK N?9 water flows Timer Switch Assembly threaded on the other end. It is recommended that MACH. 1-1/2 3/8 3-7/8 2.7 8 1 16 a x 1 400 21 21 Actuator Co llar ROD ROD THREAD LAG pilot holes be pre -drilled to prevent beam from SIZE LENGTH LENGTH LENGTH SPOT Switches splittingand to aid in starting la threads. MAX HANGER FASTENER APPROX. Pneumatic Retard �„ g g 3/8-3/4 4"-8" 1-1/2 2 C.P.V.C. SPACING HEX HEAD WEIGHT 2-1 2 1 2 5-3/4 4 1 4 1-5/8 14 x 1-3/16 600 41 40 Finish - Plain, Electro-Galvanized, HDG, and PIPE SIZE A B C (FT.) SIZE LENGTH PER too '' Actuator Lever Mounlim Plate: 3/8-3/4 8" & up 2 2 e Stainless Steel. 3/4 3-1/8 1- 9/16 1 3 16 5- 112 5/16 1- 14 9 3-1/2 1/2* 7-3/8 5-1/4 2-1/8 14 a x 1.3/16 600 52 50 +:. vs { rT _ ;+ �� r: l Conduit Entrance Order By - Figure number, rod size, length, and " " " " " / -z _ � 1.' 4='. ;1r'.3/`Tfi' �..' 6i` .y -6116 t- 1, 4 9 finish. ��, U-Bolt Actuator Assembly 1- 1/4 4 - 3/16 2 - 3/32 1 - 3/16 6 - 1/2 5/16 1 1/4 11 5 5/8 9' 6-1/ 2-1/4 12 ax 1-1/4 1250 97 - 95 .f P11s o# r;Ti` {F s J�,6;^T clr 12 Pipe Saddle . -� _ u.� ram. _ . s, �: , * Plastic Paddle 2 4-7/8 2 - 7/16 1- 3/16 8 5/16 1-1/4 15 '3/W* nut Is used when NFPA rod sizing is requested. **1/2'• nut Is used w1wa NFPA milt sizing Is -equested. I +k + t ()DUCT DATA January 1990 FIG. 22 FIG• 20 MetacaulkT"' 950 Fire Stopping Penetration Sealant HANGER FOR C.P.V. C. PLASTIC PIPE valaff STANDARD PIPE STRAP UL Classified Through Penetration Firestop System Numbers, 256, 257, 259, 268, 269, 270, 271, 273 & 274 ie° SINGLE FASTENER STRAP TYPE LISTED Size Range - 1/2 thru 8 inch pipe: Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel 1. Product Description Metacaulk TM 950 Features Material Properties Continued Material -Carbon Steel with galvanized finish p {" • Possessing Intumescent properties, Color Cream FIG. Y �6 piping Function •General ii 1n support or hold down. • G-90 gout. spec. METALINES Metaeaulk 950 is a one LAG BOLTS GIMLET POINT Function - Figure 22 is intended to perform as a Approvals - Conforms to Federal Specification cornponent fire -rated sealant for through Metaeaulk'"" 950 expands when Cure Time (days) 21 WW-H-171E, type 26, and Manufacturers exposed to fire. Material - Carbon Steel hanger to support only C.P.V.C. piping used in ' ° ° penetration firestop systems. Meta- Density (Ibs/gal) 14.7 Standardization Society SP-69, type 26. �, • Metacaulk'"' 950 is inorganic and automatic fire sprinkler systems. The product acts v caulk 950 intumescences when -heat- Elastomeric NO Function - Designed to fasten metal to wood. Lag Maximum 7 emp, rature 650 F eM has No Volatile Solvents which makes as a hanger when tab is upward and the fastener ° ° ed. In the event of a fire, Metaeaulk it particular) screws are made with hex heads in lengths of 6 g p - ''- Finish -Plain, Elecirc,-.galvanized, HDG, and y useful when install. g , p ' :: 950 will prevent the spread of the screw is in the horizontal position. >` Stainless Steel. ing in an occupied area. ASTM E-84, UL 723 Tunnel Test inches or shorter and square heads in lengths flames, smoke, gas and water through . Metacaulk"": 950 does not have Flame Spread Index 0 longer than 6 inches. Both types have coarse la Figure 22 can be installed on the top of a beam, but O �ler By - Figure number, pipe size, and finish. Asbestos Filters. g pipe penetration openings. It is form - threads and gimlet points and are available in in this situation acts as a guide to the piping which is ulated with noncombustible inorganic „" Smoke Index 10 diameters of 1/4 inch to 5/8 inch, inclusive. Squat e- supported by the beam itself. . materials, therefore Metacaulk"I 950 ' Metaeaulk 9�0 is a single te mpo- -. -2 � .: � �� ;�p�« � -r� 3 � will not create smoke or toxic gases Went penetration sealant system, no Freezing Temperature ° head lag screws are also available in 3/4, 7/8, and 1 Figure 22 is not intended to support C.P.V.C. pipe g p P � �'� mixing: necessary and no required (degrees F) _ 30 inch diameters. from under a flat horizontal surface, such as a -` when exposed to fire. Metacaulk" additives. Glass Transition Finish - Plain, Electro-Galvanized, and Stainless ceiling. For this type of installation use the Tolco t 950 is to be used for interior applica- . Metacaulk"1950 DOT Classification Temperature - i tions only. It cannot be used in areas Steel. Figure 23, Double Fastener Strap Hanger for A Y Is Not Regulated. (degrees F) ±2009 Order By - Figure number, bolt size, length, and C.P.V.C. Piping. • where there., is continuous vibration . Metacaulk'°" 950 is applied with a Corrosion Cracking g g or finish. Figure 22, when inverted, with the hMENEM C or where there are continuous temp- the through penetration opening conventional caulking gun or with NRC 1:36 hanger tab Pass pumping equipment. Hex Lag Bolt Head Dimensions downward, does not act as a hanger, but can eratu'resabove 120°F., Metacaulk"' 950 ,� Skin Over Time function as a restrainer to • Metacaulk 950 is an easy installing WIDTH WIDTH prevent the upward t: is applied with a conventional caulking (minutes) 2 LAG BOLT APPROXIMATE WEIGHT PER too LENGTH LAG BOLT ACROSS ACROSS HEAD sealant because of its water clean SCREW SIZE 1 1-1/2 2 '2-1/2 3 a SCREW SIZE FIATS POINTS THICKNESS movement of the sprinkler head during activation. I B gun or troweled from ails. For tare Tack Free Time g p g up capabilities. 1/4 1.5 2.1 2.7 3.2 3.8 4.9 1/4 7/16 1/2 11/64 Approvals - Underwriters' Laboratories listed to I applications, pump from special Straight • Metacaulk{`" 960 is a general purpose TTS-230-C Pass p piping.Meets and exceeds _ _- _ sided pails. Metacaulk"" 950 is a Wan- firesto sealant. pH Value 13.5 T LrQ `: Mgr fiRby` , $`1 x 9t'11;6' 4.3/8.. 3 }..-.,9/16 21/32' 1/4 r support fires sprinkler���..... .,1 D slumping sealant that sets to form a P • ' ' the requirements of N.F.P.A. 13, 13R, and 13D. -e- - ,M Volatile Solvents NONE 1/2 11.0 13.3 15.5 17.8 22.3 1/2 3/4 7/8 11/32 hard yet retrofitable surface and can Metacaulk 950 ur� r:r 1 r >..<. ', . . �,,Yx# Features -Figure 22 incorporates features which K>>: Volume Coverage :r : �R".+arr...t,.z,:.krt�1.'43• .:.;,t'�6''?�:..c_30..?I •.::tC�';.�,: 1,5'/16�4,�,__:,�..;.la/64.. 27/64:.:_.. _.. i _ protect the pipe and ease installation. The flared be used to seal static construction s �� ; g -------- —--- — — edge design* joints. Mixing is never required and " / (cu in/10.3 oz tube) 18 — — - - g protects C.P.V.C. pipe from any (cu 7' in/lb) 15. rough surface. no special skills are necessary for • installation. Metacaulk 950 is rated for (cu in/gal) 231 E,TG. 3(�� Figure 22 is easily attached to the building structure 2 and 3 hours in accordance with the - Working time ply r using the special hest head self threading screw'`" A I - ASTM E-814, UL-1479 test standard. (minutes) 30 SLIT i1dNr.7 EXTENSION HANGER MAX. APPROr� furnished with the product. It 1S recommendedthat PIPE HOLE STOCK REC. WEEGHT Use Metacaulk`" 950 for various pips Size Range - 3/8 thru 3 inch pipe. rechargeable electric drills fitted with a hex socket SIZE A B c D SIZE SIZE LOAD LBS. PER ioo 3. Applications penetrations: Material -Ductile Iron ;kr attachment be used as installation tools. No B 1 4.-9/16 11/16 3-3/8 1-1/2 7/16 1/8xl-1/4 410 26 x " Use Metacaulk'" 950 exclusively for Function - A rigid support to hold pipe awn from - impact 4� "� ° . 2„°'1� :�,.3¢, Large Openings h ,:;, interior conditions. This sealant. is s PP P P y I 1-1 2 5-3/16 15 16 4-1 4 2 7 PVC Pi {s riot for exterior use. See Metalines mounting surface. (such as drive screws or nails) are allowed. Damage -:210 / / /lb 1/8x1 1/4 410 33 Pipe (Closed Systems) Approvals -Conforms to Federal Specification � has been known to result from installations - -�_ `: " " EMT Conduit '< g �' Metacaulk"' 800 Series for exterior using impact type tools. No re drilling of a pilot 2-1/2 6-1/4 1-3/8 5-1/4 3-1/16 7/16 1/4xl-1/4 610 102 Steel Conduit ,.r, �s� f •= conditions. Metacauik'"'950isageneral WW-H-171E, type 25, and Manufacturers g P yp P g P Telephone Cables** ".` --: • ^: r purpose firestop sealant for electrical, Standardization Society SP 69, type 12. .,, hole in wood is required. I%z`r r 3-1/2 7-3/S 2 63 Aluminum'Pipe plumbing, pvc pipe° and telephone Maximum Temperature - 450°F Orde" By - Figure number and C.P.V.C. pipe size. _ /8 4 1/4 7/16 1/4x1 1/4 610 130 Steel Pie 2. Material Properties communications skems enetrations. *� if_, gr r p y. P Patent Pending - �-_��:.,-.�•- .� #1 { ,�� „� � w Finish -Plain and Electro-Galvanized .. - g---"E�%-�=—�-�..�- Multiple Steel Pipes Asbestos Fillers . NONE Use m.vertical and horizontal applica- B - Figure number, pipe size and finish. `* Minimumfastenersizeacceptable,#12x1-114" 5 9-7/16 2-3/4 7-7 8 5-25/32 9/16 1/4xl-1/2 725 191 Order y g , P P ,c -. £ M . ,c - ..- .�.. s •,., , ,� ,., Multiple Conduit Pipes Application Standard lions, and for bedding and sealing small hardened hex head set threading screw. �, M f g 1R4 ,r,s7 5 ••• 2 r Multiple Copper 10.3 az Caulk- voids, splices and gaps. Metacaulk A MAX. APPROX. 8 14 4-5/16 11-1 Steel Pipes,with Insulation ingGun,-1,2,or 950 makes -for an excellent'fire'rated r PIPE ROD REC. WEIGHT /2 9 11/16 3/8x1.1/2 900 446 �I SIZE SIZE B LOAD LBS. PER 100 A MAX HANGER FASTENER WEIGHAPPROX. Static Construction Joints 5 Gallon Pail acoustical.sealant, .use for around C.P.V.C. SPACING HEX BEAD WEIGHT 3/8 3/8 7/8 180 10 PIPE SIZE a B C (FT.) SIZE LENGTH PER 100 max 70 lb.. electrical outlets , and non -vibrating I BRA This list of penetration material din- .• S Ct - Y — - iCall.container construction joints. Use-Metacaflk - '� '� �' 3/4 2 - 7/16 1- 5/16 1- 3/lb 5 1/2 5/16 1 1,/4 9 meters vary from /a to t0 . N 3/4 3/8 7/8_ 180 14 � ,��� � . ,. � ,. Activation of 950 to prevent the spread of fire through -.-. M w.:`..:+ii '' % ° _ ;i'K „rgv1-ram-ry, .tv� i�rs- „ �...,, ,�,,,. ...-v-: . ...y.•-- T .... a.. ... .. a—y+rL . .,�.- .y...-,: .l •♦ v'ro:ea . ,a; : .�r.r . - iv.. -� � t � .,'F: ,. � - . Y.., xy f *Y s', � r `��f'.. S`h -`. ;;i ria ... f�� , . �-� , . �y � . ,>:•, ..� +� � � . l". �- , r, � �: .�^� 7 r ,� _ � .'t-,...._ METALINES INC. h B ., ¢•, , r �: I.._ •... x X�, w. ,a l rr t C o the latest u -�, �,�r, ��• �� ,...�;�- •,:'t�.v,.r��:.: ,,,.� .�:�:�;�� ������ � ? �'_�s�..�.,��:f:�.�<a�♦:,�,�i�,.�� ��.��,.�.�`�.�.� K�rf=p Intumescence c • - �. • <;.� s• fire rated gypsum. wall. board partitions. -:. ��``'.--,��,:.'�3�$�_�� 1-5/16 `" 8Qi��b ��21 1-1/4 3 - 1/16 1- 5/8 1- 3/16 6 1/2 5/16 1 - 1/<- 11 date information. Expansion Begins and/or concrete walls and flo r . 1 1/4 3/8 1 5/ 16 180 21 _} . w.„.. ... , ps •,i a$; p s" o s 7 .- ry �ti t r , .. ,fi. .r• ..:fir S. xF�t rt y f •r} s ds 7' Q -}-- .-f: ...,: k..... >, ... z ,,.� <.,,. w.:.. •�- � ,t � �� � � u _ . �,..:.>,., • ,1 , - � t< .,it .es ) 220 Co sulfa li ti ,� �1 2x:... <, 3 8.•:y. + �1 �3 ,gr � ;a:.���Z Q < �r .,< , , �.... ��,�- , . _n Pp ca on data fur' specific., €rxpanslon .Greatestalloys"; . 2 3/8 1 11/16 180 29 2 3 - 3/4 2. 1/8 1 - 3/16 8 5/16 1 - 1/4 15 aluminum alloys•before using Meta- - { (degrees F) 275 , caulk"' 14 with, plulninum PIPe• 3 1/2 2-1/2 300 75 FOREMAN'S NOTES SPRINKLER HEADS HANGERS HYDRAULIC CALCULATION DESIOi'- CRITEr.iA No. DATE REVISIONS e BY oUAN. SIZE TEMP. TYPE SPRK PLACID i-AKE �AP�.i�rti�.�t,JT� S.S.P. Ol4 1" DROP $� "• NOTED ATH w/TBC AREA SYSTEM k 1 1.7(0 // I cv I SSO c Er.F'C�-4 " S.S.U. ON 1" SPRIG p e NOTED ATR N'/NUT & LOCATION LOCATION 2 r ��-R �vtk•T� �� � ' Otte ��' eLN/tom WASHER u1tt+ Z-pt• wJ��f�. 1=0 Kc>� '1_012.! C>k- --�— S.S.P. DENSITY TYPE SYS. 3 Y �[ .. NOTED ATR w/NUT 1=4t tF►err.IS DENSITY d I DRVVN BY- A. '( DATE: 06\1 14 ( �'"°l+"' r S.S.U. DESIGN AREA U (� •• EYE ROD AREA 5 SPRK ON ;JOB: � � "�'(� SCALE: VERT. SIDE WALL P.S.I. 1 NOTED ATR w/TOGGLE UNDERWRITERS:HEAD SPACING 8 i --� WORZ. SIDE WALL G.P.M. — _ 5 r L - _ WAYNE AUTOMATIC FIRE SPRItdI(LEris, INC. '�-- SPECIAL HEAD C.S.R. •- COACH SCREW ROD C ORIFICE SIZE 7 ' (SEE NOTE) S.C. d SHORT C"JP K FACTOR $ _ J (BASE OF RSR) 222 cAPrrOLCOUNT OCOEE, FtA.327Ht IZOBI t160-3O3t! 1 m o U - U BOLT INSIDE t-'OSE 9 FILE NO. w HDR -HEADER OUTSIDE HOSE 1D r : CL3i+iTr'i�aCT r'!6. 9� ( I SHEET N!�� 4 7 l " h , n ? 1 r�CJD L&C .10