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HomeMy WebLinkAbout530 Palmetto Ave- FIRE SPRINKLER4L,' i 12 heights noted t 4 any way without prior authorization -from ABS, Inc. * Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense �\ i P6VmsCUT ii! PLUMB CUT * For proper truss handling and bracing, refer to the "TPP" documents OIH pETA,IL O!H DET'AII. ALL CLGS ON 4th FLOOR ARr-- FLA.T'" ']C:-ius:s Ti "ALL UPPER ROOF PITCHES (M 4/12 U.N.O. 'S" SUFFIX ON TRUSS ID = SHEARWALL TRUSS ( I.E. AIS } sr " BUILDER TO REVIEW TRUSS ENGINEERING PRIOR TO ERECTIING TRUSSES TO ENSURE PROPER ORIENTATION " � 4oe a afl�TOR c�£rxry �'z° I Revision Paste 1 of 1 General Notes * Required interior bearing walls shown heights noted * Trusses may not be cut or altered in any way without prior authorization -from ABS, Inc. * Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense * No backcharges of any kind will be accepted without prior review and written consent from ASS, Inc. * For proper truss handling and bracing, refer to the "TPP" documents "BCSI-131 through BV * Any multi -ply trusses must be attached together per the engineering specifications prior to installation Permanent and temporary bracing is the, responsibility of the truss installer. The "Engineer of Record" for the project Is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" Is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec- ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. * If any job site accidents occur Involving trusses, the installer must Immediately stop work on the project and notify a representative of ABS, Inc.. All trusses involved In an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability If trusses involved in an accident are altered or moved In any way before an inspection is completed. All de- cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub- mitted by the structural engineer. Hanger Notes * Refer to Simpson Strong -Tie website (www.strongtie.com/products/connectors), or the USP website (www.uspconnectors.com/us/products/conne ctors), for proper use and attachment of the specified hangers. PERMIT # OFFICE Loading and Design Criteria - .�-. Roof 'Floori Desgn -BC2014 Code TP 2007 TC DL -10 I - Wind Speed 119 _. LSC LL -..;��.1�".�"_.—.. _ ExposureM p EC DI_ 10 Duration 1.25��-�+---��.� 3 f" I 1�r'�� Luc : o Bli,,'11 DtI'ls .ul)ll.'i.,Y .____. _...._..._....� Builder El:ic CrOLIp e: Marina isle Assisted LiviaFacilit�- ( 4th Floor Roof ) comet on: 530 iJ Palmetto Ave., Sanford�- iate:: acse�:—'Ciesiyrcr: i uFR3e`r,— `-- 08/17/17 bW P 740521 t w Revision G(:.I1eral Notes * Required interior bearing walls shown Cie heights noted * Trusses may not be cut or altered in any way without prior authorization from ABS, Inc. * Any trusses that are cut or altered without authorization will be: repaired or, replaced at the customers expense * No backcharges of any kind will be accepted without prior review and written consent from ABS, Inc. * For proper truss handling and bracing, refer to the "TPI" documents "SCSI -131 through 134" Any multi -ply trusses must be attached together per the engineering specifications prior to Installation * Permanent and temporary bracing is the responsibility of the truss installer. The "Engineer of Record" for the project Is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. * If any job site accidents occur Involving trusses, the Installer must Immediately stop work on the project and notify a representative of ABS, inc.. All trusses involved In an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved In any way before an inspection is completed. All de• cisions regarding necessary repairs or, replacement of trusses will be based on the recommendation of the report sub- mitted bar the structural engineer. Hanger dates * Refer to Simpson Strong -Tie website (www.sti-ongtie.com/products/connectors), or the USP website (www.uspconnectors.com/us/products/conne ctors), for proper use and attachment of the specified hangers. PERMIT y a Loading and Design Criteria 4 OrAMCI . C N B1. m,))Efts supmy EDC Group.._._...._._..___..__.. ..._... Marina Isle ALF T'- p"''' option 'UM on; Sanford j WC:ales eep; es rnr; nJob NUrT1 W ­ Page 1 of 3 j 0$122/17 David W. DA 740521A Raaf ;Floor Design FBC2014 Code T'P12007 TC LL 20 4Q Mean Hgt _TC DL .*_BC_LL 10 23 Wind Speed _54' 149 _O 0__.- Exposure D _.._ .BC DL 10 Duration 1.25 1.00 4 OrAMCI . C N B1. m,))Efts supmy EDC Group.._._...._._..___..__.. ..._... Marina Isle ALF T'- p"''' option 'UM on; Sanford j WC:ales eep; es rnr; nJob NUrT1 W ­ Page 1 of 3 j 0$122/17 David W. DA 740521A a t F ii i General Notes * Required interior bearing wails shown @ heights noted * Trusses may not be cut or altered in any way without prior authorization from ABS, Inc. * Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense * No backcharges of any kind will be accepted without prior review and written consent from ABS, Inc. * For proper truss handling and bracing, refer to the "TPI" documents "BCSI-131 through 134" * Any multi -ply trusses must be attached together per the engineering specifications prior to installation * Permanent and temporary bracing Is the responsibility of the truss Installer. The "Engineer of Record" for the project Is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" Is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec. ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. * If any job site accidents occur involving trusses, the Installer must immediately stop work on the project and notify a representative of ABS, Inc.. All trusses involved in an accident mast be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved In an accident are altered or moved In any way before an Inspection is completed. All de- cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub- mitted_�y the structural engineer. Hanger gates * Refer to Simpson Strang -Tie website (www.strongtie.cam/products/connectors), or the USP website (wtivw.uspconnectors.cam/us/products/conne ctors), for proper use and attachment of the specified hangers. PERMIT #_J ?, �2f 1 Loading and Design Criteria Duration 1.25 1.00 erm Itd,r: EDC Group iod*: Marina Isle ALF_..�.______.,..._.�.._...�.�.... . ipliona: option....._..�.,.�..._._.._._.._._..___.. Sanford pateea es ep: S gner. Revision Page: 2 of 3 08/22/17 David W. DA740521 A-1 Roof Floor Design FBC2014 Code TP12007 �TC11 20, ' 40 dean Hgt 54' TC DL 10 23 Wind Speed 159 " WBC ^ i"icp sure TMD LL 0 0 BC DL Duration 1.25 1.00 erm Itd,r: EDC Group iod*: Marina Isle ALF_..�.______.,..._.�.._...�.�.... . ipliona: option....._..�.,.�..._._.._._.._._..___.. Sanford pateea es ep: S gner. Revision Page: 2 of 3 08/22/17 David W. DA740521 A-1 b >; a a N I� CO 9'A" 100' 6" 218' 0" 4" , 2'8" 9'4" 216'0" 237'4* _catch Legend r .._�13'-4" Bearing Ills 15'-2"Bearing ;26'-8" Bearing re 35'•7" Bearing i hiss C:ornettor i otai USt i h'3rkd Product Qty By Btdr 8 • �� ____ Products 2 I PlotlD Length Product Plies "SCS1-131 through 134" 117/8" LVL 12'0" 1-314" x 11-7/8" VERSA -LAME 2.0 3100 SP 2 14 11-4 B. 0" 1-3f4" x 11-7/8" VERSA -LAM® 2.0 3100 SP 2 2 11718" LVL 5' 0" 1.314" x 11-718" VERSA -LAM® 2.0 3100 SP 2 2 117/8" TO' 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP 2 2 BM3 27' 0" 1-314"x 16" VERSA -LAM® 2.0 3100 SP 2 2 BM4 7' 0" 1-314" x 16" VERSA -LAW 2.0 3100 SP 2 4 cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub - _ by the structural engineer. Hanger Notes i hiss C:ornettor i otai USt i h'3rkd Product Qty By Btdr 8 Si-roson HGUS48 5 HM210-2 2 S; r,T n HUS26 13 Simpson Tl•if.422 4 __... �Revision M Page 3 of 3 General boles Required interior bearing walla shown cgl heights noted * Trusses may not be cut or altered in any way without prior authorization from ABS, Inc. * Any trusses that are cut or Mitered without authorization will be repaired or replaced at the customers expense * No backcharges of any kind Will be accepted without prior review and written consent from A8S, Inc. * For proper truss handling and bracing, refer to the "TPI" documents "SCS1-131 through 134" * Any multi -ply trusses must be attached together per the engineering specifications prior to Installation * Permanent and temporary bracing is the responsibility of the truss installer. The "Engineer of Record" for the project is responsibile for the design of the permanent bracing, this diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call 'out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec- ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. * If any job site accidents occur Involving trusses, the Installer must Immediately stop work on the project and notify, a representative of ABS, Inc.. All trusses involved in an accident must be Inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses Involved in an accident are altered or moved In any way before an Inspection is completed. All de- cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub - _ by the structural engineer. Hanger Notes Refer to Simpson Strong -Tie website (www.strongtie.com/prodL!cts/connectors), or the USP website (www.uspconnectors.cc)m/us/products/conne ctors), for proper use and attachment of the specified hangers. PERMIT I Loading and Design Criteria 'i Design FBC2014 Roof Floor Code TP12007 TC LL 20 40 Mean Hgt 54' TC DL 10 2.3 Wind Speed 149 BC LL 0 �._0Exposurew _Y D BC DL 10 5 Duration 1.25 1.00 I" � �I 1 Ewulider: blllidf;'r ciFlklcmFi; option location ..._._.,.._...._._.._ .,_. isle:, aales Rep:esl ier;7.Jo-b hlumr-N­_.. _ salesman F G H K 0 P R S T U V W X Y Z AA BB CC AREA VICINITY MAP SCALE: NTS TYPICAL ACCESS CONTROL DOOR DETAIL. �1) GENERAL CABLE ACCESS CONTIROLO PANELS ACCESSIBLE CEILING 2—CONDUCTOR 20 AWG FOR MAGNETIC CONTACT 2—CONDUCTOR 16 AWG FOR ELECTRIC STRIKE 6—CONDUCTOR 20 AWG SHIELDED. FOR CARD READER MAGNETIC DOOR CONTACT SWITCH EMBEDDED IN DOOR &DOOR FRAME CR CARD READER MOUNTED AT 42" AFF TO BOTTOM CR CARD READER DC DOOR POSITION CONTACT SWITCH -0 ES 4—CONDUCTOR 20 AWG FOR EXIT REQUEST 1/2" SENSOR rGRESS CONDUIT TYPICAL MARINA ISLE - ALF SANFORD, FLORIDA 32771 rz . FREEWIRE FIRESTOPPING DETAIL System No. WL -3065 F Ratings -• 1 and 2 Hr (See Item 1) T Rating -• 0 Hr re' �A 2u 2 4 3 A 13 is --- 4" SECTION A -A 1, Wall Assembly — The 1 or 2 fire -rated gypsum wallboard/stud wall assembly shall be constructed of the ma�eials and in tis c izc w sp;illq9 w the individual U300, U400 or V600 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall inou�a z.s Silangq construction features: A, Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consistof irrin 2 by 4 a. k=ta;" H ss. OC. Steel studs to be min 2-112 in. vide and spaced max 24 in, OC. B. Gypsum Board* — Nom 518 in. thick gypsum board, with square or tapered edges. The gypsum board %^ 0� v. rriw gi *wpw% fastener type and sheet orientation shall be as specified in the Individual U300, U400 or V600 Ser'4s t -57s is is rJ_ Furs R 4M Directory. Max diam of opening Is 5.112 in. when sleeve (item 2) is employed. Max diam of opening is t 4 Miss curs at= 71 a tat employed, The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2 Metallic Sleeve -- (Optional) - Nom 4 in, diam (or smaller) steel electrical metallic tubing (EMT) or ScWA i (u herb se+J?"A cc aia 9.016 in, thick (28 ga) galy steel sleeve installed flush with wall surfaces. The annular space between steel s{er.% and *phery of opasirg shall be min 0 in. (point contact) to max 1 in. When Schedule 5 steel pipe or EMT Is used, sleeve may extend up IQ 13 is, beyond the well surfaces. 3. Cables — Aggregate cross-sectional area of cable In opening to be max 45 percent of the cross-sectima( urea of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0In, to max 1 in. Cables to be rigida1 supported on both sides of the wall assembly. Any combination of the following types and sizes of copper conductor cables may to used: A. Max 71C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket B. Max 25 pair No. 24 AWG telephone cable with PVC Insulation and jacket., C. Type RG1U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max gg ns4s fie **w of'A in. D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 58 A. E. Through Penetrating Products*— Max three copper conductor No, 8 AWG . Met*Clad Cats~. 1 AFC CABLE SYSTEMS INC F. Max 31C (with ground)(or smaller) No, 8 AWG copper conductor cable with PVC insulation and jacke'i>g. 4. Fill, Void or Cavity Material*— Sealant — Fill material applied within the annulus, flush with each end of the sad s3strs ar Mai s idics Fl ' material Installed symmetrically on both sides of the wall. A min 518 in, thickness of sealant is required for tip t or 2 a F Ra6DI ., M ajdi6" V in, diam bead of fill material shall be applied around the perimeter of sleeve on both sides of the wall when s6r.s axes tovj-rd sl'-rs of &A HILTI CONSTRUCTION CHEMCIALS, DIV OF HILT[ INC — CP6018, CP606 or FS -One Sealant "Bearing the UL Classification Mark EQUIPMENT LEGEND OTY SYM DESCRIPTION MANUFACTURER MOUNTING SOURCE ICR M. r PICAL DOOR SCENARIO TYPICAL D00R SC. -W10 MAG MAG DC oC T(PICA DOOR SCENARIO Y 5 TfPICAL DOOR SCENARIO INTERFACE TO IP DATA MC DROP PROVIDED BY OTHERS IST FLOOR CABLE LEGEND CABLE DESCRIPTION, MAN WIRE TYPE A MULTI CONDUCTOR ACCESS CONTROL COMPOSITE CABLE Control Panel DMP 72 11 AFF TO TOP ADI 1 ® PLAN W/SOFTWARE 3RD FL PLAN AC -5 STH FL Lock Power Supply ALTRONIX 60" AFF TO TOP ADI 1 ® ISSUAN(. Card Reader (Pin/Prox), Interface Module, Wire Harness HONEYWELL 48" AFF TO TOP ADI 12 EA. cR CORREC-1 ON THE - OR OR OTHER 14 ® Door Position Status Contacts GE RECESSED IN DOOR FRAME ADI VIOLATIOti;� yr i IP NETWORK DIGITAL VIDEO RECORDER HIKVISION RACK / SHELVE 1 EA ® RACK & SHELF AADI DI, ADI C 1 2 1-----.3 1 4—- 5--- -1 .6 L7 8 L 9 1 10 16—PORT POE+ NETWORK SWITCH TRENDNET 60" AFF TO TOP ADI ® POE+ NETWORK SWITCH TRENDNET 60" AFF TO TOP ADI 3 ®8—PORT IP INTERIOR DOME CAMERA HIKVISION INTERIOR, CEILING, PER PLANS ADI 18 ® 10 EA. IP EXTERIOR PENDANT MNT DOME CAMERA HIKVISION EXTERIOR, WALL, PER PLANS AADI DI, ADI W/PENDANT CAP & WALL BRACKET ICR M. r PICAL DOOR SCENARIO TYPICAL D00R SC. -W10 MAG MAG DC oC T(PICA DOOR SCENARIO Y 5 TfPICAL DOOR SCENARIO INTERFACE TO IP DATA MC DROP PROVIDED BY OTHERS IST FLOOR CABLE LEGEND CABLE DESCRIPTION, MAN WIRE TYPE A MULTI CONDUCTOR ACCESS CONTROL COMPOSITE CABLE VARIES MULTI—CONDUCTOR SHIELDED PLENUM C IP CAMERA VARIES CAT5E I DRAWING INDEX AC -1 COVER PAGE, RISER, LEGENDS, & DETAILS AC -2 1ST FL PLAN AC -3 2ND FL PLAN AC -4 3RD FL PLAN AC -5 STH FL PLAN Yp E r C, F Z� SANFORD FIRE DEPARTMENT REVIEWED BY: THESE PLANS ARE REVIEWED AND MATT MINNETTO CONDITIONALLY ACCEPTED FOR G PERN,11T. AN ISSUED PERMIT SHALL BE AA4 -----°--FRMISSION TO PRQCI~En ES ELECTRIC STRIKE TYP. ACCESS CONTROL RISER DIAGRAM 1' u SANFORD FIRE DEPT. V v�+, A NOT AL ER OR SET `ilU� � r.;A�lCEL, ALTER OR SET TO TU SCALE: NTS DATE: o �-. ASIDE �` I ; SE PROVISIONS OF REX EXIT REQUEST SENSOR _ THE r _ It.)r�Es, NOR sHAll :MIT PREVENTTMI~BB€ ISSUAN(. FIRE PI ��, DIVISION FROM "MERE-IEQUIRING A r 1 CORREC-1 ON THE - OR OR OTHER VIOLATIOti;� yr i i w C 1 2 1-----.3 1 4—- 5--- -1 .6 L7 8 L 9 1 10 2 3-1-14 5 6 117 20 21 1 22 23 24 I 26 1 27 I 28 1 29 1 30 31 32 1 33 ' 34 35 3"6 1' u L M N 0 P Q R V 2 3 4 5 6 7 8 9 r-10 2 3 ---1 4 r--15 r-16 --r 17 r-18 9 —= r-20 r-21 ,--22—r--23 ,--24 r--25 r--26 —r--2 7 --r--28--r 29--r-30--r-31--r 32--r---3,3 34 35-----r--,36— A 5—r ---36A K ro ., w N 0 4' 8' 16' 24' Y H 1ST FLOOR PLAN w D ON SCALE: 1/8"=,I'-O"?F17— S 1/8" = 1'-0" GRAPHIC SCALE Z Lol A 4 w U r F1' 5 AAw O b 'fad O H cc� 1 2 ' 3 4 5 6 7 8 9 10 11 ' 12 13 - 14 15—+ 16 17 18 19 20 '91 22 23 24 25 26 27 28 29 30 31 32 33 34 35 —36 G k _ y L W D E F G H L M N 0 P V W X Y Z 0 ,-4 AA .Q N co BB 0 N (y) ' N 4� U CC 4, 0 w 2 3 4 5 6 7 18 9 T---10--r---11—r--12 - 1 3 —14 - —1--15 —1 6- 1 7 -- F ----18 —r---19 -- -20 ,=-21 r--22—r--23—r--2 4—r--25 ,--26 --r---2 7 —1 28 r--29 r-30--T--31----F--32---T--33----F-34----T-35-----F---36 N x AR N N Z N I� 0 4' $ 16' 24' a 2ND FLOOR PLANY 4 SCALE: 1/8" = T-0" wQOE S 4" 1/8" = V-0" GRAPHIC SCALE Z Ln U1 4?' a U r� AAS '� ro 0 cV • � ro BBfa CCS 2 3 4 5 1-9 1 10 11 12 13 14 15---+----16 1 17 118---J--19 1 20 1 21 22 23 24---L---25 1 26 1 27 128 29 1 30 1 31 1 32- ' --33—" ' 34 ' —35 36 z 0 F 0- U W C] w I -- a 0 W ry DYNAFIRE INC. PHONE (407) 830-6500 — FAX (407) 831-1347 109E Concord Drive CASSELBERRY, FLORIDA 32707 E—MAIL: info@dynafire.com Qualifier: STEVEN HATCH STATE LICENSE # EF20000528 WEBSITE: WWW.DYNAFIRE.COM Q 0 n a CK 0 w 0 w (n U) J Q Q Z Q JOB NUMBER: ISSUE DATE: DRAWN BY: CHECKED BY: PM: r w� > N Q CY) 0 Q O w 0 J J LL CL, O . C� Z 0 0 U. CY) Z Li) Q U) 5692SEC01 8-24-18 DDR Lester Waters Lester Waters 2ND FLOOR PLAN AC -,3 6 0 0 O u I I I f I I .Y 4 5 6 7 8 9 --T-10 2 —13 --- r-- 14 —15 6 -r---17 9 -- T --20--r =21 —r —22—>r-23---r--24----r--25----r--26---T---27---T--28----T--29--7--30 ----r--31-----F-32----T-33 34----r--35----r--36— A 4 r--35 r --36R 4M ' r n V L a m " 1 3 L v w w N 0 4' 8' 16' 24' Y H 3RD FLOOR PLAN a SCALE: 1/8" = V-0" CD W E M 0 v� Zco S 1/8" = 1'-0" GRAPHIC SCALE �1 v� a A A W ro U 0 i ro +.J a BB2 V) -ri cc7 i w d z) 1 2 3 4 5 6 7 - 8 9 10 11- 12 13 14 15 6 17 18 19 20 21 22 23 24 25 26 27 28 29- 30 31 32 33 34 — 35 —36 y J 1) L AA 5B CC 2 .3 .4 5 6 7 8 .9 4 5 6 7 8 9 ---7-20----F-21 ---r--22---r-23---r--2 4---r--2 5-----F-26 ---T--27 28-----F--29 30----T-31 32 33 34----r-35-----F-36— X qQ B --------------- ------------- 1--, (L - ------------ 0 41 81 16, 24'Y E-A 0 Iq 4TH FLOOR"PLAN SCALE: 1/8" = V -O" W 00 Z kc) Ln 1/8 V-0" GRAPHIC SCALE s I P4 V AAF' B B ro CC 1 -2 .3 4 5 .6 7 .9 10 11 12 13 14 5 6 17 18 19 q 20 121 22— 23 24 25 26 27 28 29 30 31 32 33 34 35 36 M LAKE MONR 0 N GRADE 6" SUPPLY I;AKIs' MONROE POS 6" BACKFLOW 350 ADA DDCA W/ OS&Y VALVES AND TAMPER SWITCH & FREEZE I PROTECTION DEVICE I 0-II1EIIIII'! I'll' A CD 95 (BY OTHER'S) 6 GRADE � ISI 90+ II/ '+ M.j. 90\\\'JI (BY OTHER'S) BACKROW PREVENTER DETAIL NO SCALE 4 X 2 1/2 X 2 1 /2 90- EIRE DEPARTMENT CONNECTION • 00 -4- 0 W 4- WAI-EN CHEUK VAL (BY OTHER'S) 4" PIPE PAINTED RED FINISHED GRADE NEW -YARD FID,,C,. DETML NO SCALE EXISTING HYDRANT yy� J a CONNECT TO EXISTING 8 PVC WM W/ 8" x 8" TAPPING SLEEVE & 8" TAPPING VALVE (BY OTHER'S) � I � r REVIEWED SY MArI MINNF T" SANFORD E=IRE EPT. ��DATE: --- EST CONNECT TO EXISTING 8" PVC WM W/ 8"x 8" TAPPING SLEEVE & 8" TAPPING VALVE (BY OTHER'S) JW TEST INFO :NT TEST REQUIRED '2 PSI STATIC 5 PSI RESIDUAL 10 GPM FLOWING 0-2018 DATE MADE ?.:. �, f,,.,l� 4 �01''JSr�r �vi 1 }t h. S�NFnPD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PEP�AIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE. ANY OF THESE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL IS S1 1ANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. F 0"'R H Y U H A U1 L I C" NU UN Y. !*EFErhm%El"`E "'L" 4 -v UNDERGROUND NOTES ' --1) ALL MATERIALS INSTALLATION TO BE IN ACCORDANCE V,;LITH W ` ALL REQUIREMENTS OF NEPA 24, ,�,c' (2013) EDITION. ��`` 2. ALL ANCHORING OF U.G. FIRE SERVICE MAINS TO BE IN°�'�''�� '� 2 013 EDITION . �' No. ACCORDANCE WITH AI_E REQUIREMENTS OF NEPA #24, ( ) *' OF -3.) ALL TESTING & FLUSHING OF U.G. FIRE SERVICE MAINS TO BE I N ,��,oA VR•II,.'•'��° " 4� �p~ ACCORDANCE WITH ALL REQUIREMENTS OF NEPA #24, (2013) EDITION. �'��'; "ONAL0; ;.) ALL PIPING DEPTH OF COVER TO BE A MINIMUM OF 30". UNDER PAVEMENT 36" AS REQUIRED BY NEPA #24, (2013) EDITION. Digitallysigned 5.) ALL UNDERGROUND BOLTED JOINT ACCESSORIES SHALL BE CLEANED oy James Curtis AND THOROUGHLY( COATED WITH ASPHALT OR OTHER to CORROSION- RETARDING MATERIAL AFTER INSTALLATION IN ACCORDANCE 201 1 ,t A e 1 s 19 WITH NEPA 2--10.8.3.5, (2013) EDITION '13:38:28 -05'00 M PERMIT M M 1/• !` t. REOLWOM34TS OF U Q CD 4" SUPPLY TO WET MANUAL STANDPIPE SYST. 3" SUPPLY TO 1ST FLR FIRE SYST. SPRINKLER 6 UNDG. FIRE MAIN (BY OTHER'S) :4 0ll,;l!t_qzf�,z4,,t 1/2" = 11_011 MARINA ISLE - A.L.F FACILITY - STANDPIPE and FIRE RISER DETAILS FIRE PROTECTION - PIPING PL®A yy -a (SCAB 1/�' 1'-0") T k. * DESIGN NOTES OCCUPANCY: BUILDING OCCUPANCY CLASSIFIED UNDER NFPA #13R (2013 EDITION) USING RESIDENTIAL SPRINKLERS IN ACCORDANCE WITH THEIR,' MANUFACTUERER'S LISTING REQUIREMENTS. I DESIGN CRITERIA: KK DESIGN BASED ON NFPA 13R -- (2013 EDITION) HANGER MATERIALS & SPACING TO COMPLY WITH NFPA-13R & MANUFACTURER'S LISTING REQUIREMENTS. SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH NFPA 13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. LISTED RESIDENTIAL_ SPRINKLER HEADS SHALL BE SPACED AT A MAX. SPACING OF 16'x16' AS PER MANUFACT. LISTING REQ'M. ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITri NFPA 13R & NFPA 13-(2013) INSTALLATION! REQUIREMENTS. HEADS NOT REQ'D IN NOTED AREAS PER NrPA-'132 (2013); SECTION NO: 6-6, LOCATION OF SPRINKLERS. CPUC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. BLACK STEEL PIPE- (SCH*"EF"- MAINS/SCH*"ET"-BR. LINrS), GRVD AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD - CLASSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. BLACK STEEL PIPE-(SCH*"EF"-MAINS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED ON UPPER LID/ELS 2" FLR CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. NFPA 13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDEAtT1AL AREA'S. NFPA 14 -(2013 EDITION) DESIGN CRITERIA REQUIREMEt1TS USED FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG , S STANDPIPE SYST BEING DESIGNED FOR A "WET MANUAL STANDPIPE". , HANGER SPACING FOR DOUBLE STRAP - - - NOMINAL PIPE SIZE :.. 11/4" AGF #1011A 11/4 ,. - t 3 -'---•------------------------------- 51/2' 6' '------------ --..... ,_........"'-'-'-'- .. _._ B' _ . 10' 73DECREES TEST & DRAIN VALVE LINE PIPE SIZE LESS n GREATER THAN 100 PSI .___..._ 3/4 4, 3' 1 5' 4' 1 1/; 6' 5' 11/2 1 7' > 11/2 r. 2" 7' SUPPORT SPACING SPRINKLER HEAD TO AN END LINE DROP ELBOW PIPE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4 9" 6)t 1 11-011 - -- ----------= -- ... o 0' V-01 — 11/2 2' 0 " xc;-X G G 0 TO 300 PSI > 11/2 2'- U" 1 '- 0'_— A -_- ------- �' R o0 0 TO 300 PSI ` f R t''A x v PRESS. GAUGE (TYP. I ��'. GAUGE(TYP.} F ��' • - t = ca - �? 0 TO 30 PSI ^ r WRIER FLOW 5V, �, 0 TO 300 PSI r c� PRESS. GAU -(TYP.) 2"-B.F. GATE U " S 2' SWING r I �� co PRESS. GAUGE TYP. ( ) I �Go � " V 2 y/PlEll, ^ - VA_-GRVD W/T.SW. v "cv CHECK VA GRVD 2'(TYP.) V c- ( } GAS 21/2"-FHY 2" I r c� v _41 211 oo 0-4 •� \� t-, \� \'.��- DMN MSER Nff)Y T T N I 2Yz"-FHY LE L E 4 -- \�\ `\ - ---- . 371-41' 37 4 ---- _ _,. - � '�\� _ _--------- \ 71 411 TEST & DRAIN VALVE 0 �! -X G -G X o To 300 PSI F < > c PRESS.GAUGE(TYP.- i�I . - 1�4 - - R t Y ^ WATER FLOW SW. I `h _........__-___ _ - r P � � •�' ---•-------------- ------- I 2"-B.F. GATE 2" -SWING P a / "1— ^ - -- ti 2 /z"-FHV _ VA.-GRVD W/T.SW. x CHECK VArGRVD 1 2/z"-FHV ----- (TYP) FH/� / ; _i 2" Wo I � { 1 Or) / - 2'/2" �c� / ._� - MEW z" r c> 21/z" 00 - `/ j i r 0-4 j\ DPiVM �� 0-4 ....-1 '1 h rnv 2'/2"-FHVr' ) �`� LEVEL 3 - - ------�TYP.) ;w F =\`\ I LEVEL 3 .x.:. :.: _ o-\\�..\` \\\`�:: \\-. \��\. r" �1 ;— ._..., \._ ._ 1 _ II ----- - _ "' " f I - • \\�'�,\�\\ ;\ `'`�. - - 26' - 311 - ✓� `,. n \ \\\ r TEST & DRAIN VALVE DC7 _: . \- l l w R x 0 3_00 PSI LQ _ / rd (n S0 xo AUG PRESS. G E (TYP. R o _ . �/. o cD f L................................................................ 1'/ WATER FLOW SW. � � � .. �;; � — _ 2" B.F. GATES 2" -SWING ^ / �ii. -------------- --.__-.----- I i 2/2YP HV YL,o�y 2�/z"-FNV \. VA.-GRVD W .SW. /T CHECK VA: GRVD ^ «) 2Yz"-FHV // // J" -- _-F ) ,- 2" F r / F G`� Py1P (TYP.) (TYP.) ,...... J 21/z" / MEW 2 CSU � 21z t _ .: � •�7 ., .. -__ i o-4 _ - .. - CY7 - C! ��,`,`` DRNN MSER Q-4" I cou \ 1\ 2Jz" FHV � � r�� .��. • \. -y LEVEL 2 T vF - (TfP.) _ _\� ---LEVEL 2 - - -._. -- .....tp ----- - , \ -.\\; .- . .. -- - 151-21111 .---' 4 •,.r 1 f `h — �`\ :�, - ` ; \\. �.; ��.; 'c— 1211 151-211 \ r n I rh I (0 IF =a.F. -- �" 4.. 4 4 4" /� i` / / . ------- 1 �0 0 IFS............. 4 GATE vA GRVD ENDS /T SW N --- — UeP�� �- I 4"-B.F. GATE VA �, [' f / I �L,, ,� r Ln RVD ENDS W/T.S �\ j LC) `— F `\ \� �) F 21/ -FIRE VA_zCABINET I \ ti \ \ ~ F G x '< -_ 2'/2 FIRE VA. CABINET - ® . \ = \ : , -�'. `=: - ' -` C�7 NEW L r' c r - 2'/2. \ x r/x Dr vM msETr z Xiyceiv - T- R \� L —� _ I UJ ct) X R CJ CEJ •• \..� _ \\ \ \\ \ J I _ •. 4 u7v X_x 1 4 ' C7CJ ED. •' K`"'a\'•> --`.. - /X- `G -G \_ .. r,. Ij`•1 lj-\j j.. _. cv 21/z'-FHV i 2r/z"-fHY z I (TYP.) ..... r 7 -\ I LEVEL 1 2 - a 1 I 3 rr' - I LEVEL 1 1f. — 1. `�:— '� . --.. O 1 11 -011 O - I11 I i! ., • •� .I'1- 0 O SPRINKLER `°`�Q a.: `' f/u�ryry cw)V) STAIR Tom`-"• r� S R 0 2 TAI r STAIR O1 .., - IIp T STAIR 01 ��-, � �_. 168 dJL --r.' r r e r. 170 r 171 171 STAIR #02 - SECTION STAIR #02 - SECTION STAIR #01 - SECTION STAIR #01 - SECTION 1/4" = 1'-0" 1/411 = 1'-0" 1/4" = 1'-0" 1/4" = 1'-011 Q CD 4" SUPPLY TO WET MANUAL STANDPIPE SYST. 3" SUPPLY TO 1ST FLR FIRE SYST. SPRINKLER 6 UNDG. FIRE MAIN (BY OTHER'S) :4 0ll,;l!t_qzf�,z4,,t 1/2" = 11_011 MARINA ISLE - A.L.F FACILITY - STANDPIPE and FIRE RISER DETAILS FIRE PROTECTION - PIPING PL®A yy -a (SCAB 1/�' 1'-0") T k. * DESIGN NOTES OCCUPANCY: BUILDING OCCUPANCY CLASSIFIED UNDER NFPA #13R (2013 EDITION) USING RESIDENTIAL SPRINKLERS IN ACCORDANCE WITH THEIR,' MANUFACTUERER'S LISTING REQUIREMENTS. I DESIGN CRITERIA: KK DESIGN BASED ON NFPA 13R -- (2013 EDITION) HANGER MATERIALS & SPACING TO COMPLY WITH NFPA-13R & MANUFACTURER'S LISTING REQUIREMENTS. SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH NFPA 13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. LISTED RESIDENTIAL_ SPRINKLER HEADS SHALL BE SPACED AT A MAX. SPACING OF 16'x16' AS PER MANUFACT. LISTING REQ'M. ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITri NFPA 13R & NFPA 13-(2013) INSTALLATION! REQUIREMENTS. HEADS NOT REQ'D IN NOTED AREAS PER NrPA-'132 (2013); SECTION NO: 6-6, LOCATION OF SPRINKLERS. CPUC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. BLACK STEEL PIPE- (SCH*"EF"- MAINS/SCH*"ET"-BR. LINrS), GRVD AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD - CLASSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. BLACK STEEL PIPE-(SCH*"EF"-MAINS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED ON UPPER LID/ELS 2" FLR CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. NFPA 13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDEAtT1AL AREA'S. NFPA 14 -(2013 EDITION) DESIGN CRITERIA REQUIREMEt1TS USED FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG , S STANDPIPE SYST BEING DESIGNED FOR A "WET MANUAL STANDPIPE". , HANGER SPACING FOR DOUBLE STRAP HANGERS NOMINAL PIPE SIZE 1 11/4 11/2 2 21/2 3 TEMP F DEG 51/2' 6' 61/2' 7' B' 9' 10' 73DECREES SUPPORT SPACING DISTANCE WITH AN IN SPRINKLER HEAD DROP TEE LINE PIPE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI .___..._ 3/4 4, 3' 1 5' 4' 1 1/; 6' 5' 11/2 7' 7' > 11/2 7' 7' SUPPORT SPACING SPRINKLER HEAD TO AN END LINE DROP ELBOW PIPE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4 9" 6)t 1 11-011 9,y 11/4 1 '- 4" 0' V-01 — 11/2 2' 0 1 U > 11/2 2'- U" 1 '- 0'_— HANGER SPACING FOR CPUC PIPE HYDRAULIC DESIGN DATA A.H.J. CITY OF SANFORD FIRE DEPT. DESIGN STD. STANDPIPE SYST.-N.F.P.A#14 (2013 ED) PIPE TYPES STNDP, SYST. IS A "WET MANUAL STNDP" MAINS BLACK A135/A795 SCH'D.-"EDDY FLOW" PIPING BRANCHES --N/A - —N/A -- SPRINKLER -N/A -SPRINKLER ORIFICE 21/2' -OUTLET K=SP1=50.00/SP2=25.00 AREA LOCATION STNDP'S 0 STAIR #01 & STAIR #02 # OF FLOWING JMMMMM (2) --STANDPIPES TOTAL DENSITY 500 GPM REM, STNDP. G.P.M./SQ.FT?oa-PSI*ROOF REMOTE AREA(REM. STNDP.=STAIR#01) & STAIR#02 DEMAND AT BASE OF RISER ®**FIRE RISER ROOM** FLOW 750.00 G.P.M. PRESSURE 143.95 P.S.I. INSIDE HOSE STREAM --N/A - --N/A - G.P.M. DEMAND AT SOURCE CONNECTION NODE - **"TEST"** FLOW 750.00 G.P.M. PRESSURE 158.68 P.S.I. OUTSIDE HOSE STREAM --N/A-- --N/A - G.P.M. co I 4" GRV B.F. GATE VA. W/T.S. 4" WET MANUALI_ STANDPIPE -01 0' STAIR Ol 170 1 OR 2 HOUR GYPSUM 1.2 �8 —0" �i� - 23'-0" 21'-2" 26'-0" 25'-8" 22'— STANDPIPE -02 IT 2 ap 4" GRV B.F. GATE VA. W/T.S. SPRINK. 1G8 _6 FIRE M_AIN� � (0900 DR -14) i (BY OTHER'S) WOOD TRUSS -' FIRE SYSTEMI G WOOD S A M M Y-' U RISER LOCAT. CD Q SCREW GST -30 3/8" ALL THREAD ROD C-) '----ALL THREAD ROD N Cn w _ C o --PIPE RING c V co I WOOD SAMMY HANGER NO SCALE //CPVC PIPE STRAP CPVC PIPE HEX HEAD SELF DOUBLE FASTENER CPVC PIPE_ STRAP _ICATION STRAINER APPLICATION WALLBOARD ASSEMBLY. -1 v' ' " ' .. HILTI FS—ONE MAX � FIRESTOP SEALANT DESIGN NOTES STEEL PIPE HILTI FS --ONE MAX HEX HEAD SELF - FIRESTOP SEALANT OCCUPANCY: TAPPING SCREW SPACING FOR DOUBLE STRAP 2x4 OR 2x6 WOOD TRUSS STUD METAL NOMINAL PIPE SIZE SIDEWINDER °' 3/4 SWC 25 N 11/2 MANUFACTUERER'S LISTING REQUIREMENTS. 21/2 RECESS PENDENT 3 N DESIGN CRITERIA: 0 7' 3/8" ALL THREAD ROD STEEL PIPE F RATING 3 HOURS a BOTTOM OF (LENGTHS VARY) a WHITE WOOD STUD V) C NFPA-13R & MANUFACTURER'S LISTING REQUIREMENTS. C) Q STRAP -TYPE 0 0 HANGER RING x N co X N NFPA-13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. 0 o SIDEWINDER HANGER DETAIL F1 FR56-QR 3' LISTED RESIDENTIAL SPRINKLER HEADS SHALL BE SPACED AT NO SLEEVES REQUIRED 5' NO SCALE NO ALE GENERAL HANGER NOTE ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO. #13 & N.F.P.A.#13R LATEST EDITIONS. 7' > 11/2 F\_1 WOOD JOIST -' FIRE SYSTEMI G WOOD S A M M Y-' U RISER LOCAT. CD Q SCREW GST -30 3/8" ALL THREAD ROD C-) '----ALL THREAD ROD N Cn w _ C o --PIPE RING c V co I WOOD SAMMY HANGER NO SCALE //CPVC PIPE STRAP CPVC PIPE HEX HEAD SELF DOUBLE FASTENER CPVC PIPE_ STRAP _ICATION STRAINER APPLICATION WALLBOARD ASSEMBLY. -1 v' ' " ' .. HILTI FS—ONE MAX � FIRESTOP SEALANT DESIGN NOTES STEEL PIPE HILTI FS --ONE MAX HEX HEAD SELF - FIRESTOP SEALANT OCCUPANCY: TAPPING SCREW WALLBOARD ASSEMBLY HILTI FS -ONE NFPA-13R & NFPA 13-(2013) INSTALLATION REQUIREMENTS. FIRESTOP SEALANT HILTI FS -ONE HEADS NOT REQ'D IN NOTED AREAS PER NFPA#13R-(2013); CPVC PIPE - FIRESTOP SEALANT SECTION N0: 6-6, LOCATION OF SPRINKLERS, CPVC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL <1` OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. v P" 7J " 77 BLACK STEEL PIPE-(SCH* EF -MAINS/SCH* ET -BR LINES) GRVD HANGER SPACING FOR DOUBLE STRAP BUILDING OCCUPANCY CLASSIFIED UNDER METAL NOMINAL PIPE SIZE NFPA-#13R (2013 EDITION) USING RESIDENTIAL °' 3/4 SPRINKLERS IN ACCORDANCE WITH THEIR 11/4 11/2 MANUFACTUERER'S LISTING REQUIREMENTS. 21/2 RECESS PENDENT 3 CONCRETE BLOCKJ 51/2' DESIGN CRITERIA: CONCRETE WALL CONCRETE FLOOR 7' DESIGN BASED ON NFPA-13R - (2013 EDITION) STEEL PIPE F RATING 3 HOURS HANGER SPACING FOR CPVC 10' OR CONDUIT WHITE HANGER MATERIALS & SPACING TO COMPLY WITH UL SYSTEM WL-1054�T UL SYSTEM CAJ--1184 1/2" NFPA-13R & MANUFACTURER'S LISTING REQUIREMENTS. GYPSUM WALLBOARD CONCRETE FLOOR OR WALL ASSEMB. W/ l /2" F1 RECESSED WHITE ESCUT. SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS NFPA-13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. SLEEVELESS WALL PENETRATION RATION DETAILS 1/2" 4' F1 FR56-QR 3' LISTED RESIDENTIAL SPRINKLER HEADS SHALL BE SPACED AT NO SLEEVES REQUIRED 5' A MAX. SPACING OF 16'x16' AS PER MANUFACT. LISTING REQ'M. NO ALE 11/4 ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH WALLBOARD ASSEMBLY HILTI FS -ONE NFPA-13R & NFPA 13-(2013) INSTALLATION REQUIREMENTS. FIRESTOP SEALANT HILTI FS -ONE HEADS NOT REQ'D IN NOTED AREAS PER NFPA#13R-(2013); CPVC PIPE - FIRESTOP SEALANT SECTION N0: 6-6, LOCATION OF SPRINKLERS, CPVC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL <1` OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. v P" 7J " 77 BLACK STEEL PIPE-(SCH* EF -MAINS/SCH* ET -BR LINES) GRVD HANGER SPACING FOR DOUBLE STRAP HANGERS METAL NOMINAL PIPE SIZE K NPT 3/4 1 11/4 11/2 2 21/2 RECESS PENDENT 3 TEMP DEG 51/2' 6' 61/2' 7' 8' 9' HANGER SPACING FOR CPVC 10' 73DEGREES WHITE 155 5.60 1/2" 1/2" RELIABLE F -I FR56-QR W/ l /2" F1 RECESSED WHITE ESCUT. CONCRETE BLOCK (� CONCRETE WALL 7J J: 77 77 �_� �� / '13-35:24 _ 9 'd.i' SUPPORT SPACING DISTANCE WITH AN IN SPRINKLER HEAD DROP TEE LINE PIPE SIZE LESS THAN 100 PSI GREATER T'rW1 100 PSI! 3/4 1/2" 4' F1 FR56-QR 3' 1 15 5' WHITE r 11/4 1/2" 6' RELIABLE 5' 11/2 ( 7' DRY PENDENT 7' > 11/2 5.60 7' 1/2 71 SUPPORT SPACING TO AN END LINE SPRINKLER HEAD DROP ELBOW W/ WHITE 1 -PCE ADJUSTS. BARREL ESCUT. PIPE SIZE LESS THAN 100 PSI GREATER THAN 100 n 3/4 155 9 /7 1/2" 67, 1 F1 FR56-QR 10-011 '-0" 0 9" 11/411-4)1 BRASS 200 5.60 V-0, 0' 11/2 RELIABLE 2J-0)? 1°-0' > 11/2 HORIZ SIDEWALL 21-01P 286 11-01 CYN.C. OFFSET PIPE STRAP 3/ " HEX SCREW T WnoD STUD S N C L E FASTENER OFFSET CYN.C. HANGER DETAIL CPVC PIPE STRAP NO SCALE �-- *RES* DRY SYM I CNT NAME METAL TEMP K NPT ORIF MFG - MODEL- ESCUT 15 RECESS PENDENT WHITE 155 4.90 7/16" 1/2" RELIABLE F1 *RES*49 W/ 1/2" F1 RECESSED ADJUST ESCUT. HANGER SPACING FOR CPVC 80 RECESS PENDENT WHITE 155 5.60 1/2" 1/2" RELIABLE F -I FR56-QR W/ l /2" F1 RECESSED WHITE ESCUT. CONCRETE BLOCK (� CONCRETE WALL 7J J: 77 77 �_� �� / '13-35:24 _ 9 'd.i' 27 RECESS PENDENT WHITE 155 5.60 1/2" 1/2" RELIABLE F1 FR56-QR W/ 1/2" F1 RECESSED WHITE ESCUT. \� 15 RECESS PENDENT WHITE 200 5.60 1/2" 1/2" RELIABLE F1 FR56-QR W/ 1/2" F1 RECESSED WHITE ESCUT. ( 17 DRY PENDENT WHITE 200 5.60 1" 1/2 RELIABLE F3 -QR DRY W/ WHITE 1 -PCE ADJUSTS. BARREL ESCUT. Q 06 UPRIGHT BRASS 155 5.60 1/2" 1/2 RELIABLE F1 FR56-QR N/A N/A N/A 0 XX UPRIGHT BRASS 200 5.60 1/2" 1/2 RELIABLE F1 FR56-QR N/A N/A N/A co 02 HORIZ SIDEWALL BRASS 286 5.60 1 /2" 1 /2 RELIABLE F1 FR56-QR W/ WIRE CAGE HEAD GUARD ,"/ LAI 1 1 �,...J �.�. 4�i N � N .a I �T�`.Fl�id � �'+. 162 =TOTAL HEADS REQ'D FOR 1ST FLR MARINA ISLE ALF 650 = TOTAL HEADS REQ'D FOR ENTIRE BUILDING ! ! ! E PMTECEAW SR a�>�At , I O, WC. SCALE: MUTED Date: (407) 323-4200 23— DRAWN 13Y: RW L:h` AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD" 1 � coNrRACTWmH: OSSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. HANGER SPACING FOR CPVC P I Pc , NOTE: 128.21 PSI ADDITIONAL PRESSURE REQUIRED AT FIRE DEPT. CONN. FOR STANDPIPE SYST. CITY OF SANFORD FIRE DEPT. EXCELSIOR DEVELOPM. CONCRETE BLOCK (� CONCRETE WALL 7J J: 77 77 �_� �� / '13-35:24 _ 9 'd.i' CPVC PIPE F RCRETENG 3LOO RS BLACK STEEL PIPE-(SCH* EF -MAINS/SCH* ET --BR. LINES), GRVDMarina _ AND/OR THREADED PIPE TO BE USED ON UPPER LEVELS 2" FLR UL_ SYSTEM WL -2377 UL SYSTEM CAJ-2451 CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. FLOW TEST DATA DESIGN CRITERIA HYDRAULIC CALCULATIONS R.A.#3 ACTIVITY ROOM R.A.#4 DROP—OFF CANOPY REM. AREA—"STANDPIPES" Curtis Engineering Services, LLC—CA#31561 ®�'® 11/ir1 III �� GYPSUM WALLBOARD ����� CONCRETE FLOOR OR WALL STATIC : 72.00 PSI SYSTEM NO. RESIDENT RK?Ws ALL CSG_ Axr.J1's iUTCriEP1 AREA LAUNDRY AREA MECHN.�ELECTR. RM's HAZARD LIGHT HAZ'D AREA'S ORDINARY HAZ'D-1 STANDPIPE SYSTEM Jazxnes M. Curtis, P.E. 37912 _ NFPA 13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE ( ) RESIDUAL 15.00 PSI RESIDENT LPOiC &:C-A*s COULIC41 Ac'Z%_A's STORAGE AREA', TRASH ROOM's El EVAT. MACHN. RM. TYPE OF SYSTEM "WET" "WET" WET MANUAL (CLASS -3) CONSULTING FIRE PROTECTION ENGINEER 29775 Bayhead Road 530 N. Palmetto Ave. SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE FOR PRODUCT CUT SHEETS OR DIRECTORY" FOR DETAILS APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDENTIAL AREA'S. �� FLOW 890.00 GPM'S HAZARD 13R—RES0E1(TtA� !fCiT 14AZ'Q ORDIN. HAZ'D ORDIN. HAZ'D � ORDIN. HAZD � N0. OF SPRINKLERS — 12 09 02—"STNDP's Dade Cit y, Florida 33523 Sanford Florida 34747 A /� INION UlETAUC SLEEVELESS WALL PENETRATION DETAILS PENETRATION DETAILS NFPA-14 - 2013 EDITION DESIGN CRITERIA REQUIREMENTS USED C ) DATE : OCT. -10-2018 SPACING _ 16'x10""' i7. S[A:�L 225 SQ.FT. UAX. 130 SQ.FT. MAX. 130 SQ.FT. MAX. 130 SQ.FT. MAX. DENSITY 10 .15 500 GPM c� 100 PSI STDP � - �� � �G� I E� ���rN�L�� �� r��c oz�z� FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG'S TIME : 10:330 A.M. K FACTOR K = 4.94—(irs'S� is = 5.60 K = 5.60 K = 5.60 K = 5.60 DESIGN AREA 975 SQ.FT.—(REDUCED) _ ___ _ 980 SQ.FT.—(ENTIRE AREA) 250 GPM --FOR EACH SDTDP �� SCALE STANDPIPE SYJT BEING DESIGNED FOR "WET MANUAL STANDPIPE". LOC. : Last (2)—two Hydrt near Boat Ramps � INSIDE HOSE --0-- --0-- --0-- --0-- --0-- GPM FLOW @ c (BSR)=203.37 GPM (65R)=181.64 GPM ("TEST")=750.00 GPM Marina Isle — A.L.F. CONTRACT 1 BY : TEST WITH INSPECT ARRING"FON AND S.F.P. OUTSIDE HOSE --0-- 100 G?>71 250 GPM 250 GPM 250 GPM RESIDUAL PSI ® (BSR)=49.407 PSl (SSR)=44.63 PSI ("TEST")=158.68 PSI ENGINEERS SEAL 1st FLr - SIRE PR�TECT1tN SHEET NO. OF #6 L:h` �2 23'-0" _ 21'-2" —. 26'-0" 25'-8" 22-9X" 25-1" 30'-i" 8'-8" I .J—.1— I _— I Ii CONDITION — g -d• I I f110RH 22 4 i I �j X11 I _ i•1 1 8 w �I J _ r or- 14' f 1 ( - (' fi T T (— I 1 MC RESID. MC RESID. MC RESID. I I 8r 24 8r' g' % MC RESID, i MC RESID. MC RESID. i- MC RESID, I _i _ MC RESID. MC RESID. MC RESID. MC RESID. 1 4 MC RESI0. JiC 1 -SID. I I I I BT 9 4 TT— I i 0_ MC RESID. UNIT NIC RESID. 1 UNIT UNIT UNIT I UNIT UNIT I 1 I UNIT I I UNIT I UNIT 1 UNIT !,,,, ! I ! UNIT I I I' I I eal I i I UNIT 1 1 1 1 J,aT I I I I f 1 f 1 I I I I , I I I ! I s• -a• s -r �-x s' -z• s' -r Is' -r ! s -z e' -z' ! �I 3 w 1 � ® 7-r 7-r v -r UNIT 7t 9'2 UNIT I I I ! I I I t ! ! I I I t I I ! I I 1 4P.• 1 .-t I -i---' I I I I f f ) ?33 I I i I I f f 1 237 I I I I I 23i I 241 1 I I I 2U1 {} 203 205 207 @p 209 211 213 215 113- _77, {�^ 231 ft 2.35 F - l43 I; ! II F� 4=8 a 3 l......... T' I I i 111 I I I I I 1 1 1 1 1 1 I I �' I! I I I I I I I I I I I I I I I ! ! 1 t I I I ! I I I I 1 I y -Z 1Q t MC COMMON I ! I I I I ! I n lop I I ! AREA I I I 1 1 1 1 1 I 1 I I I ! I I I I I I I l 0 341 3 . 3 o I I r I I 3 1 I i I I 219 I III®I ', I I-° I I III°1,7611I I i°I I I I° 13 I �� 10, 4 wuc� 2-8 2� � o � I I I I I I I ! I ! I I I I ! I I I I I I I I ! I I I I I I ! I I 1 ! I I I I I I ! I I I I I I I I I I I I I I I I I I 1 I I I I ! 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I _5} :r 14- 9 g 1 a ® ®J ® ® \tet (�' S 1=�% �J - `zz 4" WET MANUAL I `?' x - x I = - x F . _ F I I I I I I \I I 1 I I -01 I I I I -�± I I I I I I I I I I ' a l I I I' ! I '•. 2 STANDPIPE -OL 0 1I � I � o_ � .- �- " o_ I .. c> .- v '1• ;:l m o m a o m m o o `° m c7 I o `° I I m •t " Qf �' �I q'f 1 m I t I I Y I( I I J m( I p m ^� I m ._-.: ,7 I ---, .;_.:..:.: I ..... ,:.., . I - I — I - — �-� -I I -1 l-' I I I -, a 1: ! � I ! I 112 12 112 1711 11 112 112 I,I 7zli 1 lz 11z 1� T� 17 z 17z 17 lz 72 112 17 11 1 z 1112 z 1211 1121 Ill 2 1f2 11 1 11z z 11z 17 12 17 11z 11 z 1 '268 80' -8 4-112 r� 1 -21z 8 0 8 1 , 1 -il 1�1-41 0'z 7 I CID. 0'-z. t 6-Irx Y °i 13 0 4 7-01 °° s z i °°' °P ^ lot I 1 t4#lTt l l �' ir1 8-+� l 2-4 'i .0 -1 �RRID. 2 4- ' _g 3- -10 2- -5..... a> - I 1- j I F I I I 9'2 I I I F '(' ! I I I I I I r1' I 1 2-1 13_2 1116 a 1 1 1 f 1 1 9 1 I I I I 'P I I I I - - _I CORRI D. U (� �) Cod o o I - I ! I I 1�J f 1 1 f } �+� 1 f ® 1 f I 41 y -a.. _ — * "'VVV tl ?Y3 �j I 228' `�' I I I I I I I I I I I I I I ! I I IIr I I I I °° i - gp .. ? C�, n 4" WEr MANUAL r.. ' �! �-- i ! c: Q i 1 _ 1 4 ! I I 1 1 f f f I I I 3 I I 1 I ! - ! 1 I�I { I I 3 !{ -I `. -YI ..._ _ ;+ LAUNDRY STANDPIPE -01 x 4 4- - 6-10 i I 1 1 611 1 I / 1 1 1 1 t I 1 I I t 1 I I i I I I >: (V TRASH r ! ! 3 a '-3 SJ I.a ; Q , ; 'r'1�'�_. I i i'r ® t iZ-- - ® rx-• - x .v� a = - -- _- _. __ . , �l II wm C� CO) m _ m (� I 1 m ( m J I \\J) m m C� IB I ELEVT. �� a 1 a zG7 n w v+ °o r ATH•RM. r nI r-7 I :" j r•7 IIS I lin m d'-0' _ I • I I I I I I � I I -_ ......_._.I!= ..._._...< ...__. c } ° & I f f G m c'- i 6`5- 1 a. 3- .- II ®I ®I '� ® !r•-- r-- � ®I ._ '---'i"rt h --t- t--- L� I x I 1 T- r. ELEVT. s n' i ;n O _ - I j-- I I I I rr -F ! ! ! ! f I � 1 f G 1 I i� 1 3 I r I I rI- ,— I I '\ I h �.` 9 I I i' ri 1 11,t I ! i i I i VEST(B. f I a ! 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I i - 1 \ 1 j) - 7 a - () I I I 11 5 l 1r y - -5 a 1 2 1 3 a i I °° Sq I i i nOmII I 134 I 1 I I ` 1 34 I I - I 34� 41J G I'' I I I Imo/ I I t I `✓ I G t ' I I I 100 I I 1 I I0 I 1 1 ! 1 I\:./ ! `✓ I ! - I oATA i •; 0111 � � _'� 0� 0 �J I ! I I I ! !t1-] ! •;.! --- I I ! ! ! 1 1 11 3 t I 1 1 1 f / I 1 I I I I I I I I 1 1 I I I ! I j I I I y_z• I }, I JLC uuD. MC RESID. MC RESID. MC RESID, ! ' MC RESID. MC RESID, MC RESID. I MC RESID. MC RESID. MC RESID, j s' -z' UNIT I i I ,. '- 1 MC RESID. I MC RESID. I i I C1 I 7 M UNITID 1 1 M J1UT 2 IM UNeTID. ( s z sz U U UNIT s"z UNIT s'z j I 11 11 I isr Jttli I I - I I I- UNIT I i (s.r f UNIT s.z. UNIT UNIT 0'-z• UNIT s' -z" y_z• 1 UNIT NIT NIT I I y"a• I I ! I I I f I ! _ 1_ p Aj t ! ! 1 3 1 �r 231 I I 1 1 I X I 238 I I I I ! 240 I 242 ! 1 I I 11 ZOZ I I 17,041 I ! 20G I t f- t -.208 I I` ! 210 ! 212 I I ! 1 214 I I I I 21G I I I i -� ! 'I ! �! �.y ! ! �II .--_lWr TEL f f 2.32 I 1 ) /1 1 I 1 I� [�236 I 1 I "r I� I I I 1 I i t I I I I 244 t I I I I ! I I I 9I l�11 I i l l i l i l l l l l l l l 1_ 1c v ; I II -- - - - - - - - : p�------�--��� _ i— EQUIP. 229 8T 9' 4 _ —. _ u SE M€Ck7N _ CLO 8r 24° acyl- �aIn \ 10.-T, 314 1 13 11 I II' MC DINING /--------- I � I I I I I I I ACTIVITY 227CID . -------------------- I _ 34 ` I I I I 11'4[' 13 11 CF fes• / 0 715 1 I �J 12'0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 1 ca c 1 _5 STAIR 03 X. I I I I I I 1 I I I 8'-8" 25'-0" _ 23'-0" _ 21'-2" _- _ 26'-0` I 25 -8 1 22'-yY 15' 10y' I _ 2� 1' 30' 1" 11' 4" 0'-8" 1 OR 2 HOUR WALLBOARD AS 1 OR 2 HOUR GYPSUM WALLBOARD ASSEMBLY. HILTI FS -ONE MAX FIRESTOP SEALANT STEEL PI HiLTI FS -ONE MAX — FIRESTOP SEALANT .a a •D ' A' 4 CONCRETE BLOCK CONCRETE WALL CONCRETE FLOOR STEEL PIPE F RATING 3 HOURS OR CONDUIT UL SYSTEM WL -1054 � HLT� UL SYSTEM CAJ-1184 GYPSUM WALLBOARD -- CONCRETE FLOOR OR WALL ASSEMD. SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS SLEEVELESS WALL PENETRATION DETAILS S NO SLEEVES REQUIRED NO SCALE FS -ONE TOP SEALANT _ ��.-r-� HILTI FS -'ONE CPVC PIPE FIRESTOP SEALANT "Oq A P'r 'v vqo CONCRETE BLOCK CONCRETE WALL CPVC PIPE-/FORACTING3 HOURS UL SYSTEM WL -2377 UL SYSTEM CAJ-2451 GYPSUM WALLBOARD u IILTU CONCRETE FLOOR OR WALL SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS IIIONME TALC SLEEVELESS WALL PENETRATION DETAILS NO SCALE MARINAISL — A.L.F FACILITY— 2nd FLOOR FIRE PROTECTION - PIPING PLAN (SCALE: 1/8"= 1 '- 0")-- DESIGN NOTES OCCUPANCY: BUILDING OCCUPANCY CLASSIFIED UNDER NFPA #13R (2013 EDITION) USING RESIDENTIAL SPRINKLERS IN ACCORDANCE WITH THEIR MANUFACTUERER'S LISTING REQUIREMENTS. DESIGN CRITERIA - DESIGN BASED ON NFPA-13R - (2013 EDITION) HANGER MATERIALS & SPACING TO COMPLY WITH NFPA 13R & MANUFACTURER'S LISTING REQUIREMENTS. SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH NFPA-13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. LISTED RESIDENTIAL SPRINKLER HEADS SHALL BE SPACED AT A MAX. SPACING OF 16'x16' AS PER MANUFACT. LISTING REQ'M. ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH NFPA-13R & NFPA-13- (2013) INSTALLATION REQUIREMENTS. HEADS NOT REQ'D IN NOTED AREAS PER NFPA#13R-(2013); SECTION NO: 6-6, LOCATION OF SPRINKLERS. CPVC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. BLACK STEEL PIPE- (SCH*"EF"- MAI NS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD" CLASSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. BLACK STEEL PIPE-(SCH*"EF" MAINS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED ON UPPER LEVELS 2" FLR CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. NFPA-13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDENTIAL AREA'S. NFPA 14 -(2013 EDITION) DESIGN CRITERIA REQUIREMENTS USED FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG'S STANDPIPE SYST BEING DESIGNED FOR A "WET MANUAL STANDPIPE". HANGER SPACING FOR DOUBLE STRAP LI METAL_ NOMINAL PIPE SIZE K NPT ORIF �2 23'-0" _ 21'-2" —. 26'-0" 25'-8" 22-9X" 25-1" 30'-i" 8'-8" I .J—.1— I _— I Ii CONDITION — g -d• I I f110RH 22 4 i I �j X11 I _ i•1 1 8 w �I J _ r or- 14' f 1 ( - (' fi T T (— I 1 MC RESID. MC RESID. MC RESID. I I 8r 24 8r' g' % MC RESID, i MC RESID. MC RESID. i- MC RESID, I _i _ MC RESID. MC RESID. MC RESID. MC RESID. 1 4 MC RESI0. JiC 1 -SID. I I I I BT 9 4 TT— I i 0_ MC RESID. UNIT NIC RESID. 1 UNIT UNIT UNIT I UNIT UNIT I 1 I UNIT I I UNIT I UNIT 1 UNIT !,,,, ! I ! UNIT I I I' I I eal I i I UNIT 1 1 1 1 J,aT I I I I f 1 f 1 I I I I , I I I ! I s• -a• s -r �-x s' -z• s' -r Is' -r ! s -z e' -z' ! �I 3 w 1 � ® 7-r 7-r v -r UNIT 7t 9'2 UNIT I I I ! I I I t ! ! I I I t I I ! I I 1 4P.• 1 .-t I -i---' I I I I f f ) ?33 I I i I I f f 1 237 I I I I I 23i I 241 1 I I I 2U1 {} 203 205 207 @p 209 211 213 215 113- _77, {�^ 231 ft 2.35 F - l43 I; ! II F� 4=8 a 3 l......... T' I I i 111 I I I I I 1 1 1 1 1 1 I I �' I! I I I I I I I I I I I I I I I ! ! 1 t I I I ! I I I I 1 I y -Z 1Q t MC COMMON I ! I I I I ! I n lop I I ! AREA I I I 1 1 1 1 1 I 1 I I I ! I I I I I I I l 0 341 3 . 3 o I I r I I 3 1 I i I I 219 I III®I ', I I-° I I III°1,7611I I i°I I I I° 13 I �� 10, 4 wuc� 2-8 2� � o � I I I I I I I ! I ! I I I I ! I I I I I I I I ! I I I I I I ! I I 1 ! I I I I I I ! I I I I I I I I I I I I I I I I I I 1 I I I I ! I I I 1 I 1 t I I 1 I I I I I I I I 1 1 I I I I I I ! I I I I I I I t I I I I- i I ! 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HILTI FS -ONE MAX FIRESTOP SEALANT STEEL PI HiLTI FS -ONE MAX — FIRESTOP SEALANT .a a •D ' A' 4 CONCRETE BLOCK CONCRETE WALL CONCRETE FLOOR STEEL PIPE F RATING 3 HOURS OR CONDUIT UL SYSTEM WL -1054 � HLT� UL SYSTEM CAJ-1184 GYPSUM WALLBOARD -- CONCRETE FLOOR OR WALL ASSEMD. SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS SLEEVELESS WALL PENETRATION DETAILS S NO SLEEVES REQUIRED NO SCALE FS -ONE TOP SEALANT _ ��.-r-� HILTI FS -'ONE CPVC PIPE FIRESTOP SEALANT "Oq A P'r 'v vqo CONCRETE BLOCK CONCRETE WALL CPVC PIPE-/FORACTING3 HOURS UL SYSTEM WL -2377 UL SYSTEM CAJ-2451 GYPSUM WALLBOARD u IILTU CONCRETE FLOOR OR WALL SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS IIIONME TALC SLEEVELESS WALL PENETRATION DETAILS NO SCALE MARINAISL — A.L.F FACILITY— 2nd FLOOR FIRE PROTECTION - PIPING PLAN (SCALE: 1/8"= 1 '- 0")-- DESIGN NOTES OCCUPANCY: BUILDING OCCUPANCY CLASSIFIED UNDER NFPA #13R (2013 EDITION) USING RESIDENTIAL SPRINKLERS IN ACCORDANCE WITH THEIR MANUFACTUERER'S LISTING REQUIREMENTS. DESIGN CRITERIA - DESIGN BASED ON NFPA-13R - (2013 EDITION) HANGER MATERIALS & SPACING TO COMPLY WITH NFPA 13R & MANUFACTURER'S LISTING REQUIREMENTS. SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH NFPA-13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. LISTED RESIDENTIAL SPRINKLER HEADS SHALL BE SPACED AT A MAX. SPACING OF 16'x16' AS PER MANUFACT. LISTING REQ'M. ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH NFPA-13R & NFPA-13- (2013) INSTALLATION REQUIREMENTS. HEADS NOT REQ'D IN NOTED AREAS PER NFPA#13R-(2013); SECTION NO: 6-6, LOCATION OF SPRINKLERS. CPVC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. BLACK STEEL PIPE- (SCH*"EF"- MAI NS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD" CLASSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. BLACK STEEL PIPE-(SCH*"EF" MAINS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED ON UPPER LEVELS 2" FLR CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. NFPA-13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDENTIAL AREA'S. NFPA 14 -(2013 EDITION) DESIGN CRITERIA REQUIREMENTS USED FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG'S STANDPIPE SYST BEING DESIGNED FOR A "WET MANUAL STANDPIPE". HANGER SPACING FOR DOUBLE STRAP HANGERS METAL_ NOMINAL PIPE SIZE K NPT ORIF 3/4 1 11/4 11/2 2 21/2 WHITE 3 TEMP F DEG 51/2' 6' 61/2' 7' 8' g' 02 10' 73DEGRE E S 155 5.60 1/2" 1/2" RELIABLE F1 FR56-QR– W/ 1/2" F1 RECESSED WHITE ESCUT. [—*-08 SUPPORT SPACING DISTANCE WITH AN IN SPRINKLER HEAD DROP TEE LINE PIPE SIZE LESS THAN 100 PSI GREATER TrIL►AN 100 PSI 3/4 RELIABLE 4' W/ 1/2" F1 RECESSED WHITE ESCUT. 3' 1 1 DRY PENDENT 5' 200 4' 11/4 1/2 6 f F3 -QR DRY 5' 11/2 7' 7' > 11/2 7' 7' SUPPORT SPACING TO AN END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4 g p 6» 1 1' 0" g" 11/4 1 '- 4ff V-0, O' 11/2 21-0)) 1, 01 > 11/2 2, 071 1 /_ 01 HANGER SPACING FOR CPVC PIPF_;1 ORES* DRY OFFSET C. P.V.C. HANGER DETAIL NO SCALE SYM CNT NAME METAL_ TEMP K NPT ORIF MFG. MODEL# ESCUT 154 RECESS PENDENT WHITE 155 4.90 7/16" 1/2" RELIABLE F1 *RES*49 _ W/ 1/2" F1 RECESSED ADJUST ESCUT. 02 RECESS PENDENT WHITE 155 5.60 1/2" 1/2" RELIABLE F1 FR56-QR– W/ 1/2" F1 RECESSED WHITE ESCUT. [—*-08 RECESS PENDENT WHITE 200 5.60 1/2" 1/2" RELIABLE F1 FR56-QR W/ 1/2" F1 RECESSED WHITE ESCUT. ®A 03 1 DRY PENDENT WHITE 200 5.60 1" 1 1/2 RELIABLE F3 -QR DRY W/ WHITE 1 -PCE ADJUSTB. BARREL ESCUT. 167 =TOTAL HEADS REQ'D FOR 2ND FLR MARINA ISLE ALF 650 = TOTAL HEADS REQ'D FOR ENTIRE BUILDING ! ! ! WOOD TRUSS 2x4 OR 2x6 WOOD TRUSS STUD SIDEWINDER SWG 25 X I 3/8" ALL THREAD ROD I I - BOTTOM OF (LENGTHS VARY) WOOD STUD V) co 0 o � STRAP -TYPE 0 0 0 0 HANGER RING N N SIDEWINDER HANGER DETAIL NO SCALE GENERAL HANGER NOTE ALL HANGER MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO. #13 & N.F.P.A.#13R LATEST EDITIONS. WOOD SA Sly!\EW iJt�T"—`J r, D JOIST �'Q•• 'ALL THREAD ROD THREAD ROD PIPE RING WOOD SAMMY HANGER NO SCALE /CPVC PIPE STRAP CPVC PIPE HEX HEAD SELF DOUBLE FASTENER CPVC PPE STRAP HANGER APPLICATION _STRAINER\ APPLICATION 1 CPVC F HEX HEAD SELF TAPPING SCREW SINGLE FASTENER CPVC PIPE STRAP B -- _ 00 I w - - — -' 4" WET MANUAL STANDPIPE -01 D I STAIR 01 370 _u -0" I -23'- - R" -10Y" I _ 25'-1" _ I 30'-1" BALCONY O 6 321 . -.. ..: , - .. _ .. .• 1 ,. . . . .. ! . '• .. --'=1 •• ...�. ,,• . .,'-�--:. 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QUIP. _ BT 9'-4 — — / CILOSET I 329 I I Y I I I I I I I I I I I I L-_____..___�______- l :I -o" _ _ 23'-0" 1 OR 2 HOUR GYPSUM WALLBOARD ASSEMBLY) H!LTI FS—ONE MAX FIRESTOP SEALANT STEEL PIPE HILTI FS—ONE MAX FIRESTOP SEALANT CONCRETE BLOCK -`� CONCRETE WALL CONCRETE FLOOR STEEL PIPE F RATING 3 HOURS OR CONDUIT UL SYSTEM WL -1054 HL if p UL SYSTEM CAJ-1184 GYPSUM WALLBOARD CONCRETE FLOOR OR WALL ASSEMB, SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS SLEEVELESS WALL PENN RATON DE ACLS -- — NO SLEEVES IRROURED NO SCALE 1 OR 2 HOUR GYPSUM WALLBOARD ASSEMBLY. HILTI FS—ONE _ FIRESTOP SEALANT CPVC PIPE — HILTI FS—ONE FIRESTOP SEALANT 4Y• •dY P• a CONCRETE BLOCK CONCRETE WALL CPVC PIPE FORA TING 3 HOURS UL SYSTEM WL -2377 UL SYSTEM CAU -2451 GYPSUM WALLBOARD HQLTu CONCRETE FLOOR OR WALL SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS NCo_GNMETAUC SLEEVELESS WALL PEKE RATDN DDETA�LS NO SCALE 1'-2" --0,1 , ---' • —_ 25'-8" 22'-9Y2" I I MARINA L - A.L.F FACILITY- 3rd FLOOR 'NIPROTECTION— PIPING LAIC (SCALE: 1 /a"= l' -O") * DESIGN NOTES OCCUPANCY: BUILDING OCCUPANCY CLASSIFIED UNDER NFPA-#13R (2013 EDITION) USING RESIDENTIAL SPRINKLERS IN ACCORDANCE WITH THEIR MANUFACl-UERER'S LISTING REQUIREMENTS. DESIGN CRITERIA: DESIGN BASED ON NFPA-13R - (2013 EDITION) HANGER MATERIALS & SPACING TO COMPLY WITH NFPA 13R & MANUFACTURER'S LISTING REQUIREMENTS. SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH NFPA 13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. LISTED RESIDENTIAL SPRINKLER HEADS SHALL BE SPACED AT A MAX. SPACING OF 16'x16' AS PER MANUFACT. LISTING REQ'M. ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH NFPA-13R & NFPA-13-(2013) INSTALLATION REQUIREMENTS. HEADS NOT REQ'D IN NOTED AREAS PER NFPA#13R-(2013), SECTION NO: 6-6, LOCATION OF SPRINKLERS. CPVC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. BLACK STEEL PIPE- (SCH*"EF"- MAINS/SCH*"ET"- BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD" CLASSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. BLACK STEEL PIPE- (SCH*"EF"-MAINS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED ON UPPER LEVELS 2" FLR CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. NFPA 13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDENTIAL AREA'S. NFPA 14 -(2013 EDITION) DESIGN CRITERIA REQUIREMENTS USED FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG'S STANDPIPE SYST BEING DESIGNED FOR A "WET MANUAL STANDPIPE HANGER SPACING FOR DOUBLE STRAP HANGERS METAL NOMINAL PIPE SIZE K NPT 3/4 1 11/4 11/2 2 21/2 RECESS PENDENT 3 TEMP F DEG 51/2, 6' 61/2' 7' 8' 9' © 10' 73DECREES WHITE 155 5.60 1/2" 1/2" RELIABLE F1 FR56—QR W/ 1/2" F1 RECESSED WHITE ESCUT. SUPPORT SPACING DISTANCE WITH AN IN SPRINKLER HEAD DROP TEE UNE PIPE SIZE LESS THAN 100 PSI GREATER TPIAPI 100 PSI 3/4 1 1/2" 4' F1 FR56—QR 3' 1 03 5' WHITE 4s 11/4 1" 6' RELIABLE 58 1.1/2 7'7! > 11/2 7' 7' SUPPORT SPACING TO AN END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4 91; 611 1 V-017 — 91, 11/4 11-4)1 1 '— 0' 11/2 21-01) 1,— 0, > 11/2 2'-O" 1'-0` a1 HANGER SPACING FOR CPVC PIPE," *RES* DRY W -RI, n' - W, OFFSET C.P.V.C. HANGER DETAIL NO SCALE SN(?A I CNT NAME METAL TEMP K NPT ORIF MFG. MCIDEL# ESCUT ® 149 RECESS PENDENT WHITE 155 4.90 7/16" 1/2" RELIABLE F1 *RES*49 W/ 1/2" F1 RECESSED ADJUST ESCUT. © 02 RECESS PENDENT WHITE 155 5.60 1/2" 1/2" RELIABLE F1 FR56—QR W/ 1/2" F1 RECESSED WHITE ESCUT. 03 RECESS PENDENT WHITE 200 5.60 1/2" 1 1/2" RELIABLE F1 FR56—QR W/ 1/2" F1 RECESSED WHITE ESCUT. 03 DRY PENDENT WHITE 200 5.60 1" 1/2 RELIABLE F3—QR DRY W/ WHITE 1 -PCE ADJUSTB. BARREL ESCUT, 157 =TOTAL HEADS REQ'D FOR 3RD FLR MARINA ISLE ALF 650 = TOTAL HEADS REQ'D FOR ENTIRE BUILDING !!! WOOD TRUSS 2x4 OR 2x6 WOOD TRUSS STUD SIDEWINDER SWG 25 a I 3/8" ALL THREAD ROD V BOTTOM OF (LENGTHS VARY) D WOOD STUD CI C-) STRAP—TYPE �� �z H HANGER RING d-cD - x x cV N 0 2 SIDEWINDER HANGER DETAIL NO SCALE GENERAL HANGER NOTE ALL HANGER MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET N0. #13 & N.F.P.A.#13R LATEST EDITIONS, WOOD SA SCREW GST-irA D JOIST ''Q"" All THREAD ROD THREAD ROD WIPE RING WOOD SAMMY HANGER NO SCALE '/CPVC PIPE STRAP CPVC PIPE HEX HEAD SELF W DOUBLE FASTENER CPVC PIPE STRAP HANGER APPLICATION STRAINER APPLICATION CPVC F HEX HEAD SELF TAPPING SCREW T SINGLE FASTENER CPVC PIPE STRAP 1 OR 2 HOUR WALLBOARD AS' V - sz" I I I 25'-0" 23'-0" 1 OR 2 HOUR GYPSUM f WALLBOARD ASSEMBLY. HILTI FS -ONE MAX FIRESTOP SEALANT HILTI FS -ONE MAX STEEL PIPE FIRESTOP SEALANT Li 4 °a CONCRETE BLOCK CONCRETE WALL CONCRETE FLOOR STEEL PIPEF RATING 3 HOURS OR CONDUIT Lff UL SYSTEM WL -1054 FI LTL UL SYSTEM CAJ-1184 GYPSUM WALLBOARD -- CONCRETE FLOOR OR WALL ASSEMB. SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS SLEEVELESS WALLS PENETRATION DETAILS N\`,J/ SLEEVES RL OU R CE D NO SCALE FS—ONE fOP SEALANT CPVC PIPE HILTI FS -ONE FIRESTOP SEALANT Gpo. •'b s4 r CONCRETE BLOCK CONCRETE WALL FLOO CPVC PIPElj F RATING 3 HOURS UL SYSTEM WL -2377 UL SYSTEM CAJ-2451 GYPSUM WALLBOARD Mu 11 CONCRETE FLOOR OR WALL SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS N0NM Tf'AUC SLEEVELESS WALL PENETRATION DETAILS m__ 21'-2" .-�. -- 25'-0".. - -- -- 25'-8" _ - 22'-9; MARINA 1 - A.L.F FACILITY_ 4th FLOOR FIRE PROTECTION - PIPING PLA (SCALE: 1/8"= 1'-O") * DESIGN NOTES * S OCCUPANCY: BUILDING OCCUPANCY CLASSIFIED UNDER NFPA #13R (2013 EDITION) USING RESIDENTIAL SPRINKLERS IN ACCORDANCE WITH THEIR MANUFACTUERER'S LISTING REQUIREMENTS. DESIGN CRITERIA: DESIGN BASED ON NFPA 13R - (2013 EDITION) HANGER MATERIALS & SPACING TO COMPLY WITH NFPA 13R & MANUFACTURER'S LISTING REQUIREMENTS. SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH NFPA 13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. LISTED RESIDENTIAL SPRINKLER HEADS SHALL BE SPACED AT A MAX. SPACING OF 16'x16' AS PER MANUFACT, LISTING REQ'M. ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH NFPA 13R & NFPA 13-(2013) INSTALLATION REQUIREMENTS. HEADS NOT REQ'D IN NOTED AREAS PER NFPA#13R-(2013); SECTION NO: 6-6, LOCATION OF SPRINKLERS. CPVC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. BLACK STEEL PIPE- (SCH*"EF"- MAI NS/SCI-I*"F:-1-"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD" CLASSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. BLACK STEEL PIPE- (SCH*"EF"-MAINS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED ON UPPER LEVELS 2" FLR CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. NFPA 13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDENTIAL AREA'S. NFPA 14 -(2013 EDITION) DESIGN CRITERIA REQUIREMENTS USED FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG'S STANDPIPE SYST BEING DESIGNED FOR A "WET MANUAL STANDPIPE". HANGER SPACING FOR DOUBLE STRAP HANGERS METAL NOMINAL. PIPE SIZE. K n ,. ,z 1 1 OR 2 HOUR WALLBOARD AS' V - sz" I I I 25'-0" 23'-0" 1 OR 2 HOUR GYPSUM f WALLBOARD ASSEMBLY. HILTI FS -ONE MAX FIRESTOP SEALANT HILTI FS -ONE MAX STEEL PIPE FIRESTOP SEALANT Li 4 °a CONCRETE BLOCK CONCRETE WALL CONCRETE FLOOR STEEL PIPEF RATING 3 HOURS OR CONDUIT Lff UL SYSTEM WL -1054 FI LTL UL SYSTEM CAJ-1184 GYPSUM WALLBOARD -- CONCRETE FLOOR OR WALL ASSEMB. SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS SLEEVELESS WALLS PENETRATION DETAILS N\`,J/ SLEEVES RL OU R CE D NO SCALE FS—ONE fOP SEALANT CPVC PIPE HILTI FS -ONE FIRESTOP SEALANT Gpo. •'b s4 r CONCRETE BLOCK CONCRETE WALL FLOO CPVC PIPElj F RATING 3 HOURS UL SYSTEM WL -2377 UL SYSTEM CAJ-2451 GYPSUM WALLBOARD Mu 11 CONCRETE FLOOR OR WALL SEE ATTACHED FIRE PROTECTION PRODUCT DATA SUBMITTALS FOR PRODUCT CUT SHEETS OR CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS N0NM Tf'AUC SLEEVELESS WALL PENETRATION DETAILS m__ 21'-2" .-�. -- 25'-0".. - -- -- 25'-8" _ - 22'-9; MARINA 1 - A.L.F FACILITY_ 4th FLOOR FIRE PROTECTION - PIPING PLA (SCALE: 1/8"= 1'-O") * DESIGN NOTES * S OCCUPANCY: BUILDING OCCUPANCY CLASSIFIED UNDER NFPA #13R (2013 EDITION) USING RESIDENTIAL SPRINKLERS IN ACCORDANCE WITH THEIR MANUFACTUERER'S LISTING REQUIREMENTS. DESIGN CRITERIA: DESIGN BASED ON NFPA 13R - (2013 EDITION) HANGER MATERIALS & SPACING TO COMPLY WITH NFPA 13R & MANUFACTURER'S LISTING REQUIREMENTS. SPACING OF SPRINKLERS ARE IN ACCORDANCE WITH NFPA 13R (2013) & MANUFACTURER'S LISTING REQUIREMENTS. LISTED RESIDENTIAL SPRINKLER HEADS SHALL BE SPACED AT A MAX. SPACING OF 16'x16' AS PER MANUFACT, LISTING REQ'M. ALL MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH NFPA 13R & NFPA 13-(2013) INSTALLATION REQUIREMENTS. HEADS NOT REQ'D IN NOTED AREAS PER NFPA#13R-(2013); SECTION NO: 6-6, LOCATION OF SPRINKLERS. CPVC PIPE & FITTINGS TO BE USED IN ALL 13-R RESIDENTIAL OCCUPANCY AND LIGHT HAZARD OCCUPANCY AREA'S. BLACK STEEL PIPE- (SCH*"EF"- MAI NS/SCI-I*"F:-1-"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED IN ALL "ORDINARY HAZARD" CLASSIFIED AREA'S AND FOR ANY PIPE SIZES 21/2" AND LARGER. BLACK STEEL PIPE- (SCH*"EF"-MAINS/SCH*"ET"-BR. LINES), GRVD AND/OR THREADED PIPE TO BE USED ON UPPER LEVELS 2" FLR CONTROL RISERS AND 2" SUPPLY MAINS CONNECTING TO RISERS. NFPA 13 -(2013 EDITION) DESIGN REQUIREMENTS USED WHERE APPLICABLE IN ALL ORDINARY HAZARD AND NON-RESIDENTIAL AREA'S. NFPA 14 -(2013 EDITION) DESIGN CRITERIA REQUIREMENTS USED FOR THE STANDPIPE SYSTEMS BASIS OF DESIGN WITH THIS BLDG'S STANDPIPE SYST BEING DESIGNED FOR A "WET MANUAL STANDPIPE". HANGER SPACING FOR DOUBLE STRAP HANGERS METAL NOMINAL. PIPE SIZE. K n ,. 3/4 1 11/4 11/2 2 21/2 RECESS PENDENT- 3 TEMP F DEG 51/2' 6' 61/2 7' 8' 9' O 10' 73DEGREES WHITE 155 5.60 1 /2" 1/2" RELIABLE F1 FR56—QR W/ 1/2" F1 RECESSED WHITE ESCUT. SUPPORT SPACING DISTANCE WITH AN IN SPRINKLER HEAD DROP TEE LINE PIPE SIZE LESS THAN 100 PSI GREATER TrWf 100 PSI 3/4 1/2" 4' F1 FR56—QR 3' 1 02 5' BRASS 4' 11/4 1/2" 6' RELIABLE 5& 11/2 7' 1 DRY PENDENT 71 > 11/2 5.60 7' 1 /2 7' SUPPORT SPACING TO AN END LINE SPRINKLER HEAD DROP ELBOW I W/ WHITE 1—PCE ADJUST. BARREL ESCUT. PIPE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4 9» T 6» 1 1 '— 0" 9" 11/4 V-4" 1,— 0' 11/2 2' O" .1 '- 0' > 11/2 2P -Opp 1 HANGER SPACING FOR CPVC PIPS ' *RES* DRY 25-1' OFFSET C.P.U. HANGER DETAIL NO SCALE SYM CNTI NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT ® 1491 RECESS PENDENT- WHITE 155 4.90 7/16" 1/2" RELIABLE F1 *RES*49 W/ 1/2" F1 RECESSED ADJUST ESCUT. O 02 1 RECESS PENDENT WHITE 155 5.60 1 /2" 1/2" RELIABLE F1 FR56—QR W/ 1/2" F1 RECESSED WHITE ESCUT. 08 1 RECESS PENDENT WHITE 200 5.60 1/2" 1/2" RELIABLE F1 FR56—QR W/ 1/2" F1 RECESSED WHITE ESCUT. 02 1 UPRIGHT BRASS 200 5.60 1/2" 1/2" RELIABLE F1 FR56—QR N/A N/A N/A 03 1 DRY PENDENT '&&ITE 200 5.60 1" 1 /2 RELIABLE F3 --QR DRY I W/ WHITE 1—PCE ADJUST. BARREL ESCUT. 164 =TOTAL HEADS REMD FOR 4TH FLR MARINA ISLE ALF 650— TOTAL HEADS REQ'D FOR ENTIRE BUILDING ! ! ! WOOD TRUSS 2x4 OR 2x6 WOOD TRUSS STUD SIDEWINDER SWC 25 N N O i O I 3/8" ALL THREAD ROD I I BOTTOM OF (LENGTHS VARY) Q r-) WOOD STUD � o STRAP -TYPE o HANGER RING -4- (r) - x x N N o a SIDEWINDER HANGER DETAIL NO SCALE GENERAL HANGER NOTE ALL HANGER MATERIALS & INSTALLATION TO BE IN ACCORDANCE WITH ALL HANGER REQUIREMENTS AS STATED IN N.F.P.A. PAMPHLET NO. #13 & N.F.P.A.#13R LATEST EDITIONS. WOOD SA SCREW GST-3�' D JOIST �u.. Al_1 1 HKLAU KUU THREAD ROD PIPE RING WOOD SAMMY HANGER NO SCALE // CPVC PIPE STRAP CPVC PIPE HEX HEAD SELF DOUBLE FASTENER CVC PIPE STRAP HANGER APPLICATION _STRAINER APPLICATION c�VC F HEX HEAD SELF TAPPING SCREW n) SINGLE FASTENER CPVC PPE STRAP