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HomeMy WebLinkAbout1700 OLD ENGLAND LOOP 01-000117 FIRE PROTECTION SITE PLANAdjustable valve Box By site Contractor 2" CPUC PIPE TO SPRINKLER SYSTEM TYPICAL BUILDING SPRINKLER SYSTEM POINT OF SERVICE IS THE 2" GATE VALVE, WAFS TO START AT GATE VALVE, 2" CPVC FEMALE ADAPTER 2" AWWA Gate Valve By site Contractor Illilill III UND�R� aR���UNC� � �FNEI'i,al_ N��>TE TP Site Main x2 SADDLE Hes- i ie-in-CneCK.dwg �►�L_L F'IF'E I�NC� FITTINt�,S T�� =� INSPE��T=4C� /•\LL STE�U PIPIN�a WI I I I I I IF'�L�LULLU I I I I INGS T��� �� I ai��V/�NIZ�L�� SCHEDDUEE 4© T� MEET /\NSI'i\STM 12© ST��\ND/�RC�� ALL CPV: PIPIN�a WILL •E <;�NTF��\L=Ll\Z�M�\ST�F� SPRINKLER PIPE_ IN l��C:C;���P[�>�,NCE W11 E i ASTM F 4�2_ PIPS T<�> =E FLUSHED=EFI��F�E C:c��NNECTIN�_� Tc�� �_->PE�INILEE'j�-� SPF'31NKLFR SYSTEM I''���iNT ��F SFPVIC:E IS �,T THF >ITF Mf��IN I�a�TF V1 V TYPIC ;���1 i12=�L��►�W FR�a�ST �IN�). ���LL SP'RINKL�P UNC�EPC_aF����UNC� EF'�C��M THS P���INT ��►�F SEF'3VIC�� ���N T��� �E INST,AININ INCLUDED IN THE CALCS Site Piqn t 4 F\ C\� A/ ! + 1.1teUtU111J Ua titl(iQ Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PH: (407) 877-5589 FAX: (407) 656-8026 Certificate of Authorization Number 7523 ALL DOCUMENTS, INCLUDING NCL DINGINRL DRAWINGS, AMS PURSUANS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE RAID WILL REMRIN THE PROPERTY OF WAVNE AUTOMATIC FIRE SPRINKLERS.INC. (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO- RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL- ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. CUDING IMPORTANT OWNER INFORMATION THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NEPA M25 AS THE APPLICABLE STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THISPAMPHLET AND/OR IS NOT FRMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. DATE REVISIONS BY P3NO. 4 WATER SUPPLY INFORMATION STATIC PRESSURE 74 PSI FIRE PUMP ^— N/A RESIDUAL PRESSURE 48 PS SIZE GPM 0 PSI N/A PITOT READING TYPE OF DRIVER N/A FLOW IN G.P.M. 1275 GPM ELECTRICAL REQS N/A DATE OF TEST 10/01/00 TIME OF TEST N. AVAIL TEST TAKEN BY SANFORD FIRE DEPARTMENT HYDRANT LOCATION ON STATE ROAD 46 NEAR POINT OF CONNECTION' DESIGN CRITERIA SYSTEM # DESIGN AREA DENSITY DESIGN AREA S.F. PSI REQ'D 0 BASR GPM REO'D a BASR! SEE BUILDING PLANS PSI REQ'D ® TEST REQ'D 0 TEST GGPM SPRINKLER IN DESIGN AREA ELEVATION M HIGHEST SPIKE Site Plan a Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 P1+ (407) 877-5589 FAX (407) 656-8026 Certificate d Auti ain fim Number 7523 T ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, E.TIMATES AND DATA INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL. REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC• WAFS> AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED 70 BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO- RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS VILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO VACS, AND WILL ENTITLE WAFS TO FURT14ER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT. THE CLIENT $HALL ALSO INDEMNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL- UDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IMPORTANT OWNER INFORMATION THIS DRAWING IS BASED ON THE OWNERS ACCEPTANCE OF THE LATEST EDITION OF NFPA 025 AS THE APPLICABLE STANDARD FOR THE 1NSPECTIDNTESTING,AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. NO. DATE REVISIONS BY 1 3 4 WATER SUPPLY INFORMATION STATIC PRESSURE 74 IS FIRE PUMP N/A RESIDUAL PRESSURE 46 PSI SIZE GPM 0 PSI N/A PITOT READING TYPE OF DRIVER N/A FLOW IN G,P,M, 1275 GPM ELECTRICAL REQS N/A DATE OF TEST 10/01/00 TIME OF TEST N, AVAt TEST TAKEN BY SANFORD FIRE DEPARTMENT HYDRANT LOCATION ON STATE ROAD 46 NEAR POINT OF CONNECIION DESIGN CRITERIA SYSTEM I DESIGN AREA DENSITY DESIGN AREA S.F. PSI REQ'D 0 BASR GPM REO'D 0 BASR SEE BUILDING PLANS PSI REQ'D 0 TEST GPM REQ'D 0 TEST A SPRINKLER IN DESIGN AREA HIGHEST ON DOMESTIC DEMAND SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS SEE BUILDING PLANS QUANTITY SPRINKLERS SYMB. IST 2ND 3RD SIZE K TEMP MODEL SEE BUILDING PLANS TOTAL THIS SHEET V\AV'wW�A�YN�EE Automatic Fire Sprinklers, Inch ORLANDO - JACKSOWL LE - FORT MYERS POMPANO - CHARLOTTE, NC CORPORATE OFFICE - ORLANDO, FLORA 222 CAPITOL COURT OCOEE, FL 34761 PHONE (407) 656-3030 FAX (407) 656-8026 PMCT,. 0O1Bo 4s CDNTMI "TR ]FROMM DEMMOPUBM 100191POI1iA M019 21. 7302WOK711 DIRU73 �I)d�1°L�I tI®in�l�Pl� 0IFIBUB3 01 HM 89714B SYSTEM SITE PLAN DRAWN BY: STEVE TREECE CHECKED BY: L.J. SMITH P.E. TOTAL A^ 4,140 DATE: 01-03-01 SCALE: AS NOTED AH,I: CITY OF SANFORD CONTRACT / 00380 0 3 8 0 lJ SHEET ,FF'T�2 OF'7 301 201 DESIGN AREA #1-2 THIS UNIT 3RD FL. NEPA 13R 1996 ed. SECTION 2-5.1.2.1 1 HEAD DESIGN le18' x 18' �-r TYPICAL HYDRAULIC REFERENCE NODE IIIIII ym I � I NVIAIw/A\wIIIW1I�IIVVIAIII= t—�lI Ike F=_�I�L1VIW41. .I 't('IL�~ DESIGN AREA #1-1 THIS UNIT 3RD FL. NEPA 13R 1996 ed. SECTION 2-5.1.2.1 4 HEAD DESIGN I -I 18' x 18' I-2 18• x 18• -3 18' x 18' I-4 18' x 18' Z' CPUC TO SITE MAIN, SEE SITE PLAN FOR CONTINUATION TYPE 13'D FLOOOR FIF'RE PROTECTION PIAN SCALE:TYPICAL FOR BUILDINGS 1,3,9,10,12,13 & 14 9,125 Sq Ft per fk)or O MAX SPACING OF RESIDENTIAL PENDENTS IN ALL UNITS IS 18'x18' UNO or 9'-0' U U U LL- U U �` J U LS U v I:� U U U u �.� V o 12-� u I== u u u u H H .+ ---- - - -- -- - TYPICAL FOR BUILDINGS 1,3,9,10,92,93 & 14 9,796 Sq. Ft per fly TOTAL 10/01/00 CRIT TIME OF TEST FDCTURE LOAD PER ITEM NUMBER OF ITEMS ITEM 3RD FLR TEST TAKEN BY SANFORD FIRE DEPARTMENT BATH GROUPS W1 FLUSH TAW 2 1 6 112 1 HD KITCHEN SINKS 1 2 2 DISHWASHERS 1 1 1 WASHING MACHINES 1 2 1 2 TOTAL FEKTURE UNITS PER UNIT 140.97 17 4 TOTAL UNITS PER BLIL ELEVATION 0 HIGHEST SPKR 24 29_11• TOTALSE 125 GPM 6 TOTAL DEMAND 414 TOTAL MR BLDG N GPM DEMAND NO INTERPOLATION usED 125 NOTE: UNITS A,ARM Q B ARE: IDENTICAL WHERE DOMESTIC DEMAND IS CONCERNED 1f' Single FDC. See riser detail for more Detail Install 2'x0-4 Galy nipple W/ 2' Cpvc romnlo nrinntor Domestic demand added \ at this point system P0a Wayne Automatic to start at 2' Gate Valve T A A e ,I �n I' ,�L) Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PFk (407) 877-5589 FAX (407) 656-8026 Certificate of Authorization Number 7523 OCUMXTES N INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ETES. AND INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ND WILL REMAIN THE PROPERTY OF VAYNE AUTOMATIC FIRE SPRINKLERS,INC. > AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS CT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO - IN CONTAINEDHEREIK WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS BE AT THE CLIENTS SOLE R1 SK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED TW VAFS AND THE CLIENT. THE CLIENT SMALL ALSO INDEMNIFY AND HOLD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL- A7T13RNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. RTANT OWNER INFORMATION THIs DRAWING IS BASED ON THE OWNERS TANCE OF THE LATEST EDITION OF NFPA 1129 AS THE APPLICABLE STANDARD HE IMSPECTIOKTESTINGAND MAINTENANCE OF VATER BASED FIRE PROTECTION MS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET R IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM E CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. DATE I REVISIONS I BY STATIC PRESSURE 74 PSI FIRE PUMP N/A RESIDUAL PRESSURE 48 PSI SIZE GPM 0 PSI N/A PITOT READING TYPE OF DRIVER N/A FLOW IN G.P.M. 1275 CPN ELECTRICAL REOS N/A DATE OF TEST 10/01/00 CRIT TIME OF TEST N. AVAIL. 3RD FLR TEST TAKEN BY SANFORD FIRE DEPARTMENT HYDRANT LOCATION I ON STATE ROAD 46 NEAR POINT OF CONNECTION SPRINKLERS DESIGN CRIT SYSTEM l 3RD FLR 3RD FLR DESIGN AREA 01-1 #1-2 DENSITY 4 HDS 1 HD DESIGN AREA S.F_ 4 HIS 1 HD PSI REO'D 0 BASR 49.645 1 32.115 GPM REO'D 0 BASR 60.82 15.97 PSI REVD 0 TEST 65.255 44.887 GPM REVD 0 TEST 185.82 140.97 SPRINKLER DESIGN AREA 4 1 ELEVATION 0 HIGHEST SPKR 29'-11' 29_11• DOMESTIC DEMAND 125 GPM 125 GPM SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS O Q 18' X S' 8'-0' B/W MAX SPACING IS 9-O OFF WALL UND. DERECTOR 1'-4' BELOW CEILING FOLLOW ALL EXTENDED COVERAGE RULES PER NFPA 13 FOR OBSTRUCTIONS 80 80 68 7/16 4.3 155' TE W� u4SEEW-REG EESSCUUTCHHEENO�'UNO Q 9 $ $ 7/16 4.3 175 VK� M4 RESIDENTIAL PENDENT *HTE W/ *MT. SEM -REG ESCUTCHEONS UNO oummY SPRINKLERS SYMB. IST 2ND 3RD SIZE K TEMP MODEL 80 80 68 7/16 4.3 155' TE W� u4SEEW-REG EESSCUUTCHHEENO�'UNO Q 9 $ $ 7/16 4.3 175 VK� M4 RESIDENTIAL PENDENT *HTE W/ *MT. SEM -REG ESCUTCHEONS UNO 89 88 76 TOTAL PER FLOOR 253 TOTAL PER BUILDING 7 TOTAL TYPE I BUILDINGS 1771 TOTAL THIS SHEET iii \"Nf'W�AY�N�[E Automatic Fire Sprinklers, Inc., ORLANDO - JACKSONVII E - FORT MYEM POMPANO - CFIARLOTTE, NC CORPORATE OR9CE - O"DO, FLORIDA 222 CAPITOL COURT OCOEE, FL 34761 FFIONE- (407) 656-3030 FAX (407) 656-8026 101TRATF4R0 PdINT APTS VOLM SANIi,Oi IKD FLUO HIDA CDN7RACT MATH: N01%93 �ll$�It�I1DFI���' (�®IIit1�®�A1�1II®i� P147 Wo 73072K®1RM I�1atIIt91Ifi SYSTEM TYPE I DRAWN BY: STEVE TREECE CHECKED BY- L.J. SMITH P.E. TOTAL A/S: 4,14.0 DATE: 01-03-01 SCALE: 1/$" AHJ: CITY OF SANFORD CONTRACT / 00380 0380 SHEET # OF 7 DESIGN AREA 02-2 THIS UNIT 3RD FL. NFPA 13R 1996 ed. SECTION 2-5.1.2.1 1 HEAD DESIGN O18' x 18' HYDRAULIC NCE NODE , DESIGN AREA #2-1 THIS UNIT 3RD FL. NEPA 13R 1996 ed. SECTION 2-5.1.2.1 4 HEAD DESIGN O18' X 18' ( 18' x 18' 3 18' x 18' 4 18' x 18' YPE H MAN SO E R- HCC PLAN E "' 2' CPUC TO SITE MAIN, SEE SITE PLAN CONTINUATION FOR TYPE H 3[r�LDU�L�UUIn� l�Uln11� UJIn1U u � �, � �� , TYPICAL FOR BUILDINGS 7,11 & 15 SCALE: 1/8"=1'-0" )R BUILDINGS 7,11 & 4s1F-®1, MAX SPACING OFRESIDENTIAL PENDENTS IN ALL UNITS IS 18'x18' UNO or 9'-0" MAX OFF ANY WALL UNLESS TOTAL FACTURE LOAD PER rMM NUMBEA OF MEMS rMM BATH GROUPS W1 2 6 12 K SINKS 12 1 DISHWASHERS 1 2 2 WASHING MACHINES FIRE PUMP N/A TOTAL FACTURE UNFFS PER UNfT RESIDUAL PRESSURE TOT UNrFS PER BVL - 4 TOTAL UNITS FOR HOSE bTd* 19 TYPE OF DRIVER N/A TOTAL DOMESTIC DEMAND 25 1275 GPM ELECTRICAL REQS N/A I OR�Jf ��ION USED u4 �-nc NOTE: L" t 5 A t5 Q V W= R -C-1% 1 �P "' — --- DOMESTIC DEMAND 0 CONCERNED �- See riser detail for more Detail Domestic demand added-/ at this point SprWder System P.O.S. nstall 2'x0-4 Galy nipple w/ 2' Cpvc Female adapter Wayne Automatic to start at 2' Gate Valve e onD e .i b'4e ANIL) Fire Protection Engineering, Inc. 222 CAPITOL COURT OWM FL 34761 M (407) 877-5589 FAX: (407) 656-8026 Certificate of Autftorizatiw Num1w 7523 ® � -- Tz; TC Com- T T ']' 3 CUMEN7 S, INCLUDING ORIGINAL DRAWINGS. SPECIFICATIONS. FIELD NOTES, 1TES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT 70 71415 PROJECT ND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLEENTE . ' AS DE SUITABLE FOR RE -E BY THE CLIENT,RORNOTHERS, OT NON ExTENS10NROFE THIS CT, OR FOR ANY OTHER PROJECT ANY REUSE, OR ADAPTATION OF 714E INFO - CT CCONiAI CLIENTSSOLERISK? WITHOUT SPECIFIC L1 LIABILITY, ORRLEGAL�1ExPOSUREATO AND WILL ENTITLE VACS TO FURTHER COMPENSATION A7 RATES 70 BE AGREED TWEEN WAFS AND THE CLIENT. THEuCI SENT r.F SMALL nIALSO ANDEKNIFY E%PENSESINCLLD iN THIS DRAVING IS BASED ON THE OWNERS OF NFPA 423 AS THE APPLICABLE STANDARD 'FINANCE OF WATER BASED FIRE PROTECTION u YFF.EIWED A COPY OF THIS PAMPHLET NO. DATE ttwlalvrva L 1 1 3 4 WATER SUPPLY INFORMATION STATIC PRESSURE 74 PSI FIRE PUMP N/A RESIDUAL PRESSURE 48 PSI SIZE GPM 0 PSI N/A PITDT READING TYPE OF DRIVER N/A FLOW IN C.P.M. 1275 GPM ELECTRICAL REQS N/A DATE OF TEST 10/M/OD TIME OF TEST K AVAIL TEST TAKEN BY SANFORD FIRE DEPARTMENT HYDRANT LOCATION ON STATE ROAD 46 NEAR PONT OF CONNECTION DESIGN CRITERIA SYSTEM Ill 3RD FLR3RD FLR DESIGN AREA #'2-12-2 DENSITY 4 HDS 1 HD DESIGN AREA SF_ 4 HDS 1 HD PSI REO'D 0 BASR 49.398 32.7 GPM REO'D 0 BASF 56.68 15.97 PSI REQ'D 0 TEST 64,518 45.484 GPM REVD 0 TEST 181.68 140.97 p SPRINKLER 4 1 IN DESIGN AREA ELEVATION 0 29'-11" 27'-8" HIGHEST SPKR DOMESTIC DEMAND 125 GPM125 GPM SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS p MAX SPACING IS 9 -0 OFF WALL UNa O '-C BELOW CEUNG 18' X 18' 8'-0� B/w FOLLOW ALL DERECToR IEXTENDED COVERAGE RULES PER O NFPA 13 FOR OBSTRUCTIONS QUANTITY SPRINKLERS SYMB. 1ST 2ND 3RD SIZE I K TEMP MODEL 76 76 BO 17/161, t55' LAKING M4 RESIDENTIAL PENDENT WHITf IT. $EMI -REG Esato+EQNs uN0 QV1KNG 9 8 8 7/16 4.3 . RESIDENTIAL PENDENT WHITE 175' W/ WMT. SEMI-REC ESCUTCHEONS UNO 85 84 88 TOTAL PER FLOOR 257 TOTAL PER BUILDING 3 TOTAL TYPE II BUILDINGS 771 TOTAL THIS SHEET WAYNE Automatic Fire Sprinklers, Inc, ORLq= - JACKSONVLLE - FORT MYERS POMPANO - CHARLOTTE, NC CORPORATE OFFICE - ORI.APD01 FLOWA 222 CAPITOL COURT OCOEE, FL 34761 PHONE: (407) 656-3030 FAX (407) 656-8026 PRUCT: IN�n&�JOIDID DOE, 49 O&BgIpOMD TIMM& COMTRACI ■m i114`� Ft1a 730MOR1193 =1173 0]jDj&UBff Toa 71 SIi TIOB SYSTEM TYPE II DRAWN BY. STEVE TREECE CHECKED BY: L.J. SMITH P.E. TOTAL A/S: 4,140 DATE: 01-03-01 SCALE: 1/8" = 1'-0" AH,t CITY OF SANFORD 2 CONTRACT 1 00380 03S0 SHEET 1 C FP4 �I 7 NO SINGLE HEAD DESIGN AREA DONE WITH THIS 4 BASED ON THE RESULTS CALCS FOR TYPE I TYPICAL HYDRAULIC REFERENCE NODE ti , 301 •j" a �Ia 'A 13R 199E ;TION 2-5.1. iEAD DESIGr I- I 18' X 11 D18' X 11 1-3 18' X 1 £ 1j•� � 2' CPVC TO SITE TYPE M MAIN SOMMETHC PLAN MAIN, SEE SITE PLAN FOR BITS CONTINUATION TYPICAL HYDRAULIC REFERENCE NODE DESIGN AREA #3-2 THIS UNIT 3RD FL. NEPA 13R 1996 ed. SECTION 2-5.1.2.1 TYPE III 3R0 FLOOR FIRS F'PROTECTION PLAN SCALE: 1/8"-T-0' jfiW.J1&_b_16_1U_KW 10,136 Sq Ft per fk>j MAX SPACING OF RESIDENTIAL om #2 -- PENDENT$ IN ALL UNITS Bedroom UNIT _ �- 2 I IS 18'x18' UNO or 9'-0' I��•� MAX OFF ANY WALL UNLESS , NOTED NEXT TO SPRINKLER V ; 5-E1 — —_ UNIT CaunC Living I Stair I I II I no alss III I - - -- ---1ldlt ,� I I I; I BUILDING IS SYMMETRICAL "' I ( �� ABOUT BUILDING CENTERLINE Bedroom #3 Ib —s— i _ I; Bedroom #3 1 Bedroom #2 I I N =6 a10 2 li -1 I Living r - , (II I 2nd Flr 1st Flr 1 "ixAl 4's -.- -.--r R.II M. Bedroom 3. I 5-6 1r4 ! I / ' �� �� 5-6 3� } I � 4 .3 I M. IF oaj � .... i � - - -.:� �� I � � I . .:'.- �ta�• -I I `'` ,. I? X I I IOD I 12 anLs h a s �'_l�. -},! 9_' �,.. it i r• +9. Mech lI I -6- I _ C.L IBreeze ay mb d/ '"' no a%s �. a, I�- Bdtki.'.'. j Bath Xo a f m DO not Rl'n f' I l 1 . I.'.'.' I� I. J A2 9 S F. �-, Over Pa q l Et - Dining �;'1 = 4__ s2 I q ;x#3.0 S Et_ O Kit hn - KL'tclie d o ; Dining Mech201 471) am % '•i oI� i` a/3 —r - 101 cc]— — T1 - N ,- 1'.'....... y8- ly 11-9.` 5-0 i15-0 0 2-2 „ N 13=b•'•'• •'•'.'. 13-4 9'-0' j ew 1 uL 1 ! •+1• v E. _ ., ...... t -:t_. �. 9'-0 ' AI. �� Install On - _ I ` R Centerline Of FW �... \ 1. Win Wall I; r — C �'-3...-. 3{t / . • II,r g• P. -� 0 9' 9'-0' Ii TOTAL THIS UNIT - .... =.— . 91- 11" 71 V I 19-0',f r•��•1 BATH GROUPS W FLUSH TANK 2 6 12 KITCHEN SVCS 5-6 31 -If DISHWASHERS 1 1 1 9'-0, + II•'�••r nw T I I i I , TOTAL LINTS PER BUILDING 24 TOTAL UNITS FOR HOSE BIBS N/A TOTAL UNIT DEMAND PER BI 11 DING494 TOTAL DOMESTIC DEMAND PER BLDG N GPM NO INTERPOLATION USED - 0 0 9' 9'-0' Ii TOTAL THIS UNIT FD(TURE LOAD PER ITEM NUMBER OF ITEMS ITEM NFPA 13R BATH GROUPS W FLUSH TANK 2 6 12 KITCHEN SVCS 1 2 2 DISHWASHERS 1 1 1 WASHING MACHINES 1 2 1 2 TOTAL FD(TURE UNITS PER UNIT tr TOTAL LINTS PER BUILDING 24 TOTAL UNITS FOR HOSE BIBS N/A TOTAL UNIT DEMAND PER BI 11 DING494 TOTAL DOMESTIC DEMAND PER BLDG N GPM NO INTERPOLATION USED - 0 NOTE: UMTS ARM, B d C ARE IDENTICAL WHERE DOMESTIC DEMAND IS CONCERNED I NIT 6— _ UNIT ;I 1 I' I i Stairs •�Z no a s it _i >""I . , CJI I �• I I1( r......... r - _ lo 4It _. ,!s f 1... r :.'.........''I Breezeway l ti ( I 4� aw no a/s I � i �� o � - ai�`� ••r% -•• I I.I 4.'+1 . -�Ii ]!P �C��, �.-( �--q )• F�T 1 rill, I f 2-2 15=0 -0 11 9 8-5 13-4 �1 •� - �5 i ..'. cu 6 YI ol it i - I •�.• �_—� � I 1 •j f•. _ _ i l I I I I ' 8' •. -0' I - I a»} II I Lam✓ �- I 1 `,-. � J Stai/; I ��I t II Stan II(4-Ino as INDICATno a UNIT C I al , o ;9 L 1" ool � DROPPED CEILING UNITC UNIT 6 yl TYPE M IST -2ND TYM AL FL00n FRE PROTEC IT ON IPLQN TYPICAL FOR BUILDINGS 5,6,8 & 16 10,816 Sq. Ft per floor SCALE: 1/8"-1'-O" A 13R 199E TI❑N 2-5.1. EAD DESIGI hl 18' X 1 18'X1 3>18, X I NO SINGLE HEAD DESIGN AREA DONE WITH THIS AREA BASED ON THE RESULTS OF CALCS FOR TYPE 1 eii BSS (v V 2' CPVC TO SITE TYPE ff MAN SOMETRIC PLAN MAIN, SEE SITE PLAN FOR NTS CONTINUATION DESIGN AREA #4-2 THIS UNIT 2ND FL. NFPA 13R 1996 ed. SECTION 2-5.1.2.1 4 HEAD DESIGN O18' X 18' O2 18' X 18' 3 18' X 18' 4 18' X 18' 11 MAX SPACING OF RESIDENTIAL 11 TYPE IV 3RD FLOOR FIRS PROTECTION PIAN TYPICAL FOR BUILDINGS 2 .. 4 .. SCALE:,160 Sq. Ft per fk)or MAX SPACING OF RESIDENTIAL PENDENTS IN ALL UNITS IS 18'x18' UNO or 9'-0' 2' AWWA approved undg gate valve w/ roadway box Sprinkler riser. l I by site contractor See sheet Fp-7 IT 6 a il for deta � 1�' Single FDC. OP See riser detail Wayne Automatic to _-ffoor more Detail start at 2' Gate Valve Site Main See SheetsFPI-FP2 Install 2'x0-4 Galy P3 nipple w/ 2' Cpvc Domestic demand added Female adapter at this point Sprinkbr System P.OS. T NOT-_ '.Wi S A,ARM Q D ARE IDENTICAL WHERE DOISTIC DEMAND IS CONCERNED "E � `� S u —2ND TY�CAL FLOCO� �0�E "�O U EO U CON �L1�A V OP See moSinre Detail starle FDC. t at 2t Gate �to Valve TYPICAL FOR BUILDINGS 2 & 4 for more Detail _ 1®,%� Svc. F�, �!i' flQOP' Site Main SCALE: 1/8" 1'-®" See Sheets FPI-FP2 Install 2'x0-4 Galv �P4 nipple w/ 2' Cpvc Domestic demand added _/ Female adapter at this point 3prir ler I P.O.& e 3 i A A Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 Pit (407) 877-5589 FAX: (407) 656-8026 Certificate of A*orization Number 7523 DESE'CLORIGINAL U]RSPECIFICATIONS, DNTFIELD NOTES, MTADDATA, INCLUDING COMPUTER DRAWINGS, PURSUANT TO THIS PROJECT ND VILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. > AS INSTRUMENTS OF SERVICE- THEY ARE NOT INTENDED, NOR REPRESENTED SUITABLE FOR REUSE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS CT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO - ON CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM 'AFS DE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO AND WILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED TVEENVAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND WILD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL- ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIGNS. RTANT OWNER INFORMATION THIS DRA'ING IS BASED ON THE OWNERS TANCE OF THE LATEST EDITION OF NFPA KEZAS THE APPLICABLE STANDARD HE INSPECTION,TESTIMGAND MAINTENANCE OF WATER BASED FIRE PROTECTION MS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET R IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM E CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERSANC. DATE I REVISIONS BY WATER SUPPLY INFORMATION 1;4 MEN 74 PSI ��, ri'�•ul�� iIr�..��lltt�tiT� N/A ItI7©© 48 M SIZE GPM 0 PSI N/A PITOT READING 4 HDS TYPE OF DRIVER N/A FLOW IN G_P.M. 1275 CPM ELECTRICAL REDS N/A •I lop": 0 WA 4 PSI REQ'D 0 TEST NOT-_ '.Wi S A,ARM Q D ARE IDENTICAL WHERE DOISTIC DEMAND IS CONCERNED "E � `� S u —2ND TY�CAL FLOCO� �0�E "�O U EO U CON �L1�A V OP See moSinre Detail starle FDC. t at 2t Gate �to Valve TYPICAL FOR BUILDINGS 2 & 4 for more Detail _ 1®,%� Svc. F�, �!i' flQOP' Site Main SCALE: 1/8" 1'-®" See Sheets FPI-FP2 Install 2'x0-4 Galv �P4 nipple w/ 2' Cpvc Domestic demand added _/ Female adapter at this point 3prir ler I P.O.& e 3 i A A Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 Pit (407) 877-5589 FAX: (407) 656-8026 Certificate of A*orization Number 7523 DESE'CLORIGINAL U]RSPECIFICATIONS, DNTFIELD NOTES, MTADDATA, INCLUDING COMPUTER DRAWINGS, PURSUANT TO THIS PROJECT ND VILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. > AS INSTRUMENTS OF SERVICE- THEY ARE NOT INTENDED, NOR REPRESENTED SUITABLE FOR REUSE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS CT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO - ON CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM 'AFS DE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO AND WILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED TVEENVAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND WILD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL- ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIGNS. RTANT OWNER INFORMATION THIS DRA'ING IS BASED ON THE OWNERS TANCE OF THE LATEST EDITION OF NFPA KEZAS THE APPLICABLE STANDARD HE INSPECTION,TESTIMGAND MAINTENANCE OF WATER BASED FIRE PROTECTION MS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET R IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM E CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERSANC. DATE I REVISIONS BY WATER SUPPLY INFORMATION STATIC PRESSURE 74 PSI FIRE PUMP N/A RESIDUAL PRESSURE 48 M SIZE GPM 0 PSI N/A PITOT READING 4 HDS TYPE OF DRIVER N/A FLOW IN G_P.M. 1275 CPM ELECTRICAL REDS N/A DATE OF TEST 10/01/00 57.01 PSI REQ'D 0 TEST TIME OF TEST K AVM: GPM REQ'D 0 TEST 186.13 TEST TAKEN BY SWORD FIRE DEPARTMENT 4 HYDRANT LOCATION ON STATE ROAD 46 NEAR POINT OF CONNECTION 27-8' QUANTITY SPRINKLERS rQ; IST 2ND 3RD SIZE K TEMP MODEL 66 88 76 7 16 4.3 155' 1111 M4 RESIDENTIAL PENDENT dUNO W/ WMT: SEW-REC ESCUTCHEONS 9 8 8 7/16 4.3 175' ""11 RESIDENTIAL PENDENT W W/ WHT, SEW-REC ESCUTCHEONS 97 1 96 1 84 TOTAL PER FLOOR 277 TOTAL PER BUILDING 4 TOTAL TYPE 3 BUILDINGS 1108 TOTAL THIS SHEET WAYNE Automatic Fire Sprinklers, Inc ORLANDO - JACKSONVILLE - FORT MYERS POMPANO CHARLOTTE, NC CORPORATE OFFKE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FL 34761 PHONE: (407)656-3030 FAX: (407) 656-8026 PRO.ECT: n SUV00190 ce L§J/sz�ZSV �OD sL 111J �s 1�O SZ 11JS� °s�z bNTRACT WITH: TIaII(31II; MIN DIN T111101l H3101?730UR909193 D19973 �STtiI1D0lI A111iIISi� iYSTEM A TYPE III DRAWN BY: STEVE TREECE DESIGN CRITERIA SYSTEM ♦ 3RD FLR 3RD FLR DESIGN AREA ;13-1 #3-2 DENSITY 4 HDS 4 HDS DESIGN AREA S.F. 4 HDS 4 HDS PSI REQ'D 0 BASR 46.754 48.08 GPM REQ'D 0 BASP 61.13 57.01 PSI REQ'D 0 TEST 61.856 62.877 GPM REQ'D 0 TEST 186.13 182.01 LSPRN KLER DESIGN AREA 4 4 HIGVATI HESTQSPKR 27-8' 18'-9" DOMESTIC DEMAND 125 GPM 125 GPM SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS O Q 18' x 18 8'-0- B/W MAX SPACING 6 9'-T OFF WALL UNCI DEFLECTOR 1•-4' BELOW CEILING FOL ALL EXTENDED COVERAGE RULES PER QUANTITY SPRINKLERS rQ; IST 2ND 3RD SIZE K TEMP MODEL 66 88 76 7 16 4.3 155' 1111 M4 RESIDENTIAL PENDENT dUNO W/ WMT: SEW-REC ESCUTCHEONS 9 8 8 7/16 4.3 175' ""11 RESIDENTIAL PENDENT W W/ WHT, SEW-REC ESCUTCHEONS 97 1 96 1 84 TOTAL PER FLOOR 277 TOTAL PER BUILDING 4 TOTAL TYPE 3 BUILDINGS 1108 TOTAL THIS SHEET WAYNE Automatic Fire Sprinklers, Inc ORLANDO - JACKSONVILLE - FORT MYERS POMPANO CHARLOTTE, NC CORPORATE OFFKE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FL 34761 PHONE: (407)656-3030 FAX: (407) 656-8026 PRO.ECT: n SUV00190 ce L§J/sz�ZSV �OD sL 111J �s 1�O SZ 11JS� °s�z bNTRACT WITH: TIaII(31II; MIN DIN T111101l H3101?730UR909193 D19973 �STtiI1D0lI A111iIISi� iYSTEM A TYPE III DRAWN BY: STEVE TREECE SUPPLY INFORMATION CHECKED BY: L.J. SMITH P.E. 74 PSI TOTAL A/S: 4,140 N/A DATE: 01-03-01 48 PS SCALE: 1/8" = 1' -0" N/A AHJ. CITY OF SANFORD 4 HDS CONTRACT / 1003-8-0 N/A SHEET I J'U' P 5 OF 1275 GPM Type 4, G" UA D !I LWB 1' , Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PH: (407) 877-5589 FAX (407) 656-8026 Certificate of Authorization Number 7523 ® 7P -tlfT 7C 7E -T , T ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND VILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC- (WAFS> AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO- RMATION CONTAINED HEREIN, WIT14DUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD 'AFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSESANCL- VDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IMPORTANT OWNER INFORMATION THIONE S DRAWING IS BASED ON THE WRS ACCEPTANCE OF THE LATEST EDITION OF NFPA Wes AS THE APPLICABLE STANDARD FOR THE INSPECTIOµTESTINGAND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. N0. I DATE I REVISIONS I BY WATER SUPPLY INFORMATION STATIC PRESSURE 74 PSI FIRE PUMP N/A RESIDUAL PRESSURE 48 PS SIZE GPM 0 PSI N/A PITOT READING 4 HDS TYPE OF DRIVER N/A FLOW IN G.P.M. 1275 GPM ELECTRICAL REOS N/A DATE OF TEST 10/01/0D 58.78 PSI REVD 0 TEST TIME OF TEST N. AVAIL GPM REO'D 0 TEST 185.85 TEST TAKEN BY SWORD FIRE DEPARTMENT 4 HYDRANT LOCATION ON STATE ROAD 46 NEAR POINT OF CONNECTION 2Y-8" SPRINKLERS DESIGN CRITERIA SYSTEM / 3RD FLR 2ND FLR DESIGN AREA #4-1 #4-2 DENSITY 4 HDS 4 HDS DESIGN AREA SF. 4 HDS 4 HDS PSI REQb 0 BASR 51.923 47.371 GPM REQ'D 0 BASR 60.85 58.78 PSI REVD 0 TEST 67.454 62.715 GPM REO'D 0 TEST 185.85 183.78 RINKLER IN DESIGNAREA 4 4 ELEVATION 0 HIGHEST SPKR 2Y-8" 18'-9" DOMESTIC DEMAND 125 GPM 125 GPM SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS © Q p 18' x 18' 8'-T B/W MAX SPAM 6 9-0 OFF WALL UNO. 111 1'-4- BELOW CEILING FOLLOW ALL EXTENDED COVERAGE RULES PER NFPA 13 FOR DESTRUCTIONS Q 76 76 68 7/16 4.3 155' VKINC M4 RESIDENTIAL PENDENT WHTE W/ WHT. SEW-REC ESCUTCHEONS UNO Q 9 8 8 7/16 16 4.3 175' IM4 RESDENTIAL PENDENT WHITE W/ VINT. SEM -RFC ESCUTCHEONS UNO QUANTITY SPRINKLERS TYPE IV SYMB. 1ST 2ND 3RD SIZE K TEMP MODEL Q 76 76 68 7/16 4.3 155' VKINC M4 RESIDENTIAL PENDENT WHTE W/ WHT. SEW-REC ESCUTCHEONS UNO Q 9 8 8 7/16 16 4.3 175' IM4 RESDENTIAL PENDENT WHITE W/ VINT. SEM -RFC ESCUTCHEONS UNO 85 84 76 TOTAL PER FLOOR 245 TOTAL PER BUILDING 2 TOTAL TYPE 4 BUILDINGS 490 TOTAL THIS SHEET WAYNE Automatic Fire Sprinklers, Inch ORLANDO - JACKSON VUE - FORT MYERS POMPANO - CHARLOTTE, NO CORPORATE OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FL 34761 PHONE' (407) 656-3030 FAX (407) 656-8026 PMCT: 00RO a Z&B97oMD CONTRACT WITK I ncasffm I1TfIlfi®I�ST)aT Y7C �SIl3IP�SI�t®°II'II®F� 1y4I� k`3o 7309 90191911 SYSTEM A TYPE IV DRAWN BY: STEVE TREECE CHECKED BY: L.J. SMITH P.E. TOTAL A/S: 4,140 DATE: 01-03-01 SCALE: 1/8" = 1'-0" AHJ. CITY OF SANFORD CONTRACT / 00380 SHEET It F P OF U.L. SYSTEM NO. WL2128 PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY F RATING = 1 -HR, AND 2 -HR, T RATING = 0 -HR. FRONT VIEW — W A7 AJ SECTION A -A -- "v --- n 1. GYPSUM WALL ASSEMBLY (U.L. CLASSSIFIED U300 OR U400 SERIES) (1 -HR. OR 2 -HR, FIRE -RATING, 2 -HR. SHOWN) 2. MAXIMUM 2' NOM. DIAMETER PVC OR CPVC PLASTIC PIPE (CLOSED OR VENTED SYSTEM), 3. OPTIONAL; MAX. 3-1/2' DIAMETER SHEET METAL PIPE SLEEVE (28 GA, THICKNESS). 4. HILTI FS -ONE INTUMESCENT FIRESTOP SEALANT. A. MINIMUM 5/8' DEPTH OF SEALANT FOR A 1 -HR FIRE -RATING. B. MINIMUM 1-1/4' DEPTH OF SEALANT FOR A 2 -HR FIRE -RATING. NOTE : 1. ANNULAR SPACE = MINIMUM 1/4', MAXIMUM 11/16'. SEE HILTI FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS HILTI, INC, TULSA, OK 1-800-879-8000 U.L. SYSTEM NO. (FC -2072) PLASTIC PIPE THROUGH 1 -HR. WOOD FLOOR ASSEMBLY )K TOP VIEW --Ir- A X WOOD FLOOR ASSEMBLY 1 DESIGN NO. L500 SERIES IN THE U.L. FIRE RESISTANCE DIRECTORY 1. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE. MAXIMUM 2' DIAMETER PVC OR CPVC PLASTIC PIPE ) CLOSED OR VENTED PIPING SYSTEM) 3. 1 -HR. FIRE -RATED GYPSUM WALL ASSEMBLY. 4. TOP PLATE. 5. MINIMUM 3/4' DEPTH HILTI FS ONE FIRESTOP SEALANT. 6. HILTI FS -ONE HIGH PERFORMANCE SEALANT FULL DEPTH OF TOP PLATE NOTES : 1. MAXIMUM DIAMETER OF FLOOR OPENING IS 3'. 2. ANNULAR SPACE = MIN. 1/4' SEE HILTI FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS HILTI, INC. TULSA, OK 1-800-879-8000 F RATING = I -HR. T RATING = 1 -HR. SECTION A -A U.L. SYSTEM NO. FC2017 PLASTIC PIPE THROUGH 1 -HR. WOOD FLOOR ASSEMBLY )K TOP VIEW --e— A WOOD FLOOR ASSEMBLY : DESIGN NO. L500 SERIES IN THE U.L. FIRE RESISTANCE DIRECTORY 1, LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE. 2. 1' DIA. (OR SMALLER) CPVC OR POLYBUTYLENE (PB) PIPE (CLOSED PIPING SYSTEM ONLY), 3. 1 -HR. FIRE -RATED GYPSUM WALL ASSEMBLY, 4. TOP PLATE, 5. MINIMUM 3/4' DEPTH HILTI FS ONE FIRESTOP SEALANT, 6. PROVIDE A GENEROUS BEAD OF HILTI FS 611A AT THE TOP PLATE. NOTES : 1. MAXIMUM DIAMETER OF FLOOR OPENING IS 2', 2. ANNULAR SPACE = MIN. 1/8' TO MAX, 5/8'. 11 SEE HILTI FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS HILTI, INC. TULSA, OK 1-800-879-8000 F RATING = I -HR. T RATING = I -HR. SECTION A -A GENERAL NOTES SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NFPA 13R 1996 ED. AND ALL APPLICABLE LOCAL AND STATE CODES ALL PIPE AND FITTINGS TO BE UL LISTED SCH, 40 CPVC UNO. ALL CPVC PIPING WILL BE BLAZEMASTER SPRINKLER PIPE IN ACCORDANCE WITH ASTM F442 WITH BLAZEMASTER SPRINKLER FITTINGS CONFORMING TO ASTM F442 AND SOLVENT/CEMENT WHICH MEETS ASTM F493 ALL STEEL PIPING WITH THREADED FITTINGS TO BE SCHEDULE 40 GALVANIZED TO MEET ANSI/ASTM 120 STANDARDS. THREADED FITTINGS WILL BE MALLABLE GALVANIZED ANSI B16.4 CLASS 125, STEEL PIPING WITH GROOVED OR WELDED FITTINGS WILL BE GALV THIN WALL PIPE TO MEET ANSI/ASTM A795 STANDARDS. GROOVED FITTINGS WILL BE DUCTILE IRON ASTM A536 ALL HANGERS TO BE SPACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS & NFPA 13R. ALL PENETRATIONS TO BE SEALED WITH 'HILTI' FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED, ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO ABOVEGROUND PIPING, ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL AND COPIES OF APPROPRIATE TEST PAPERS FORWARDED TO PROPER RECEPIENTS MAX SPACING OF SPRINKLERS TO BE AS NOTED ON EACH SHEET. ALL SOFFITS ARE BY OTHERS ALL WIRING OF DEVICES BY OTHERS. ALL PAINTING OF PIPE TO BE BY OTHERS. SPARE SPRINKLERS AND APPROPRIATE WRENCHES SHALL BE PROVIDED IN ACCORDANCE W/ NFPA 13R CONNECTIONS TO BUILDING ALARM SYSTEM AND ANY MONITORING IS BY OTHERS SPRINKLERS MAY BE OMITTED FROM THE FOLLOWING: DBATHR00MS WHERE THE AREA DOES NOT EXCEED 55 SQ, FT. AND THE WALLS AND CEILINGS, INCLUDING BEHIND FIXTURES, ARE OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS PROVIDING A 15 MINUTE THERMAL BARRIER. 2)CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES WITHIN THE DWELLING UNITS WHERE THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ. FT. AND THE LEAST DIMENSION DOES NOT EXCEED 3 FT AND THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS AS DEFINED BY NFPA 220' 3)ANY PORCHES, BALCONIES, CORRIDORS, AND STAIRS THAT ARE OPEN AND ATTACHED. 4)ATTICS, PENTHOUSE EQUIPMENT ROOMS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE. MAINTENANCE OF THE SPRINKLER SYSTEM IS THE RESPONSIBILITY OF THE OWNER MAINTENANCE SHALL BE IN ACCORDANCE WITH NFPA 25 (LATEST RECOGNIZED EDITION) 0 INDICATES HYDRAULIC REFERENCE NODES ALL INSULATION OF PIPING AS REQUIRED IS TO BE BY OTHERS!! STATE CERTIFICATION TAG SHALL BE AFFIXED TO RISER ACCESS SHALL BE PROVIDED TO THE FIRE' DEPT. CCNNNECTIBN PVF TEE 1' J It CPVC TO SYSTEM j 1 It CPVC FEMALE ADAPTER INSTALL FDC SIGN PER It SWING CHECK VALVE } CITY OF SANFORD REQUIREMENTS It RESIDENTIAL SINGLE 1$ s F.D.C. V/ 1t' PLUG AND 0-4 j CHAIN V/ VALL PLATEo GDIv lli 0-6 BRACE TO WALL GDIv 1 ! FDC TO BE 18' MINIMUM i & 48' MAXIMUM ABOVE GRADE It GALV 90' I FDC DETAIL SCALE 3/4"=1'-0" FIRE SPRINKLER PIPING (3/4" — 2") #120-1/4" HARDI HEX HEAD SELF THREAC 2x4 ITOLCO #24 PIPE STRAP THIS HANGER MAY BE USED ON THE TOP,SIDE OR BOTTOM OF THE WOOD STRUCTURE TYPICAL HANGER N0.24 NOT TO SCALE #12x1-1/4" HARDENDED HEX HEAD SELF THREADING SCREW WOOD FLOOR TRUSS 71'f 1-1/4" HARDENDED SELF THREADING SCREW (2) TOLCO #22 PIPE STRAPS \\ THIS HANGER TO BE USED ON FLOOR TRUSSES FOR RESTRAINT FIRE SPRINKLER PIPING (3/4" — 2") TYPICAL HANGER N0.22C NOT TO SCALE See Table 'M' See Table 'N' -------Hanger/Brace Ceiling -ffSprinkler Head CPVC Hanger Spacing NOT TO SCALE Table L •Support Spacing 'L' (ft,) CPVC SDR 13.5 Temp 'F Nominal Pipe Size 3/4' V TO SPRINKLER SYSTEM 1-1/2' 2' SEE BLDG PLANS FOR CONTINUATION I� 3' 73' --6'x120 VAC BELL V/ 6 6-1/2 c WEATHERPROOF BACKING 8 9 BOXXVIRED BY OTHERS) K AVAIL TIE IN OF SPRINKLER SYSTEM SWORD FRE DEPARTMENT RANT LOCATION U MONITORING OF ALL VALVES TO ALARM SYSTEM BY OTHERS OF AND SWITCHES AND CONNECTION TO ALARM SYSTEM IS BY OTHERS (2) 12 HEAD SPARE HEAD BOX V/ 3 OF EACH TYPE OF SPRINKLER W/ APPROPRIATE HEAD WRENCHES SEE BUILDING PER NFPA 13R KEPT AT CLUBHOUSE Or TO FIX: SEE DETAILS CPVC THIS SHEET _ TS B HYDRAULIC DATA PLATE MOUNT AT RISER TOTAL THIS SHEET O e• 2' CENTRAL G -G RESIDENTIAL RISER MANIFOLD .r! > V/ r GAUGE, 2• FLOW SWITCH & 1' TEST & DRAIN i t 2'x0-3 T -G NIPPLES GALV 2' T -T SWING CHECK VALVE GRINNED COUPLING TYPICAL 0 2' MILWAUKEE GRVA BUTTERBALL V/ TAMPER(VIRED BY OTHERS) LABEL DOOR PER CITY OF SR CPVC GROOVED ADAPTER TYPICAL SANFORD REQUIREMENTS & LABEL ALL VALVES PER NFPA 13R -' OUT WALL V/ 1' CPVC 45' Z= V/ Ix!S ADPT V/ 3/8' ORIFICE SAWN SPRINKLER Al 0 I CONCRETE SLAB a SLEEVE PENETRATION FOOTER V/ 2tx2-0 DYNAFLO SLEEVE 2 'CENTRAL' CPVC PIPE BY VAFS TO BE BURIED AT A MINIMUM OF 12' BELOW FROST LINE IN ACCORDANCE WITH ITS UL LISTING Lr CPVC 90' 1;5 TO SUPPLY- SEE FIRE PROTECTION CPVC SITE PLAN FOR CONTINUATION PIPE ROTATED FOR CLARITY TYPICAL RISER DETAIL SCALE 3/4"=1'-0" GENERAL NOTES SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NFPA 13R 1996 ED. AND ALL APPLICABLE LOCAL AND STATE CODES ALL PIPE AND FITTINGS TO BE UL LISTED SCH, 40 CPVC UNO. ALL CPVC PIPING WILL BE BLAZEMASTER SPRINKLER PIPE IN ACCORDANCE WITH ASTM F442 WITH BLAZEMASTER SPRINKLER FITTINGS CONFORMING TO ASTM F442 AND SOLVENT/CEMENT WHICH MEETS ASTM F493 ALL STEEL PIPING WITH THREADED FITTINGS TO BE SCHEDULE 40 GALVANIZED TO MEET ANSI/ASTM 120 STANDARDS. THREADED FITTINGS WILL BE MALLABLE GALVANIZED ANSI B16.4 CLASS 125, STEEL PIPING WITH GROOVED OR WELDED FITTINGS WILL BE GALV THIN WALL PIPE TO MEET ANSI/ASTM A795 STANDARDS. GROOVED FITTINGS WILL BE DUCTILE IRON ASTM A536 ALL HANGERS TO BE SPACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS & NFPA 13R. ALL PENETRATIONS TO BE SEALED WITH 'HILTI' FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED, ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO ABOVEGROUND PIPING, ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL AND COPIES OF APPROPRIATE TEST PAPERS FORWARDED TO PROPER RECEPIENTS MAX SPACING OF SPRINKLERS TO BE AS NOTED ON EACH SHEET. ALL SOFFITS ARE BY OTHERS ALL WIRING OF DEVICES BY OTHERS. ALL PAINTING OF PIPE TO BE BY OTHERS. SPARE SPRINKLERS AND APPROPRIATE WRENCHES SHALL BE PROVIDED IN ACCORDANCE W/ NFPA 13R CONNECTIONS TO BUILDING ALARM SYSTEM AND ANY MONITORING IS BY OTHERS SPRINKLERS MAY BE OMITTED FROM THE FOLLOWING: DBATHR00MS WHERE THE AREA DOES NOT EXCEED 55 SQ, FT. AND THE WALLS AND CEILINGS, INCLUDING BEHIND FIXTURES, ARE OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS PROVIDING A 15 MINUTE THERMAL BARRIER. 2)CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES WITHIN THE DWELLING UNITS WHERE THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ. FT. AND THE LEAST DIMENSION DOES NOT EXCEED 3 FT AND THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS AS DEFINED BY NFPA 220' 3)ANY PORCHES, BALCONIES, CORRIDORS, AND STAIRS THAT ARE OPEN AND ATTACHED. 4)ATTICS, PENTHOUSE EQUIPMENT ROOMS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE. MAINTENANCE OF THE SPRINKLER SYSTEM IS THE RESPONSIBILITY OF THE OWNER MAINTENANCE SHALL BE IN ACCORDANCE WITH NFPA 25 (LATEST RECOGNIZED EDITION) 0 INDICATES HYDRAULIC REFERENCE NODES ALL INSULATION OF PIPING AS REQUIRED IS TO BE BY OTHERS!! STATE CERTIFICATION TAG SHALL BE AFFIXED TO RISER ACCESS SHALL BE PROVIDED TO THE FIRE' DEPT. CCNNNECTIBN PVF TEE 1' J It CPVC TO SYSTEM j 1 It CPVC FEMALE ADAPTER INSTALL FDC SIGN PER It SWING CHECK VALVE } CITY OF SANFORD REQUIREMENTS It RESIDENTIAL SINGLE 1$ s F.D.C. V/ 1t' PLUG AND 0-4 j CHAIN V/ VALL PLATEo GDIv lli 0-6 BRACE TO WALL GDIv 1 ! FDC TO BE 18' MINIMUM i & 48' MAXIMUM ABOVE GRADE It GALV 90' I FDC DETAIL SCALE 3/4"=1'-0" FIRE SPRINKLER PIPING (3/4" — 2") #120-1/4" HARDI HEX HEAD SELF THREAC 2x4 ITOLCO #24 PIPE STRAP THIS HANGER MAY BE USED ON THE TOP,SIDE OR BOTTOM OF THE WOOD STRUCTURE TYPICAL HANGER N0.24 NOT TO SCALE #12x1-1/4" HARDENDED HEX HEAD SELF THREADING SCREW WOOD FLOOR TRUSS 71'f 1-1/4" HARDENDED SELF THREADING SCREW (2) TOLCO #22 PIPE STRAPS \\ THIS HANGER TO BE USED ON FLOOR TRUSSES FOR RESTRAINT FIRE SPRINKLER PIPING (3/4" — 2") TYPICAL HANGER N0.22C NOT TO SCALE See Table 'M' See Table 'N' -------Hanger/Brace Ceiling -ffSprinkler Head CPVC Hanger Spacing NOT TO SCALE Table L •Support Spacing 'L' (ft,) CPVC SDR 13.5 Temp 'F Nominal Pipe Size 3/4' V 1-1/4' 1-1/2' 2' 2-1/2' 3' 73' 5-1/2 6 6-1/2 7 8 9 10 Table M •Support Spacing Distance with an In Line Head Drop Tee Nominal Pipe Size Lass than 100 psi Greater than 100 psi 3/4 inch 4' 3' 1 inch 5' 4' 1-1/4 inch 6' 5' CPVC HANG�F� R�CQUIR�M�NTS (2) TOLCO #22 PIP' #12x1-1/4" HARDENDED HEX HEAD SELF THREADING SC WOOD ROOF TRUSS THIS HANGER TO BE USED ON TOP FLOOR FOR HANGER AND RESTRAINT TYPICAL HANGER N0.22C NOT TO SCALE 2X4 \ FIRE SPRINKLER PIPING (3/4" — 2") #12x1-1/4" HARDENDED HEX HEAD SELF THREADING SCREW THIS HANGER MAY BE USED ON THE SIDE OF THE WOOD STRUCTURE AS SHOWN, THIS IS A HANGER. THIS HANGER CAN BE A RESTRAINER WHEN INVERTED TYPICAL HANGER N0.22 NOT TO SCALL TOLCO #22 PIPE STRAP / Riser - Details ) Pie U�AAQD A ,I mi, Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEF, FL 34761 M (407) 877-5589 FAX: (407) 656-8026 Certificate of Authorization NwJw 7523 J ® 37—> —1�11f— :E� T IOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ATES AND DATA. INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT IND VILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERSANC. :> AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED : SUITABLE FOR RE—USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS 'CT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION Or THE INFO_ 13N CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED :TVEEN VACS AND THE CLIENT. THE CLIENT SMALL ALSO INDEMNIFY AND MOLD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL— ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. RTANT OWNER INFORMATION THIS DRAVING IS BASED ON THE OWNERI STANCE OF THE LATEST EDITION OF NFPA "21 AS THE APPLICABLE STANDARD HE INSPECTIUKTESTINQAND MAINTENANCE OF WATER BASED FIRE PROTECTION :MS. IF THE BUILDING OWNER WAS NOT RECEIVED A COPY OF THIS PAMPHLET IR 1S NOT FAM]LIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM E CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERSANC. DATE I REVISIONS I BY WATER SUPPLY INFORMATION STATIC PRESSURE 74 P5 FIRE PUMP N/A RESIDUAL PRESSURE 48 P9 SIZE GPM 0 PSI N/A PITOT READING 4,140 TYPE OF DRIVER N/A FLOW IN G -P -M. 1275 CPM ELECTRICAL REOS N/A DATE OF TEST 10/01/00 TIME OF TEST K AVAIL TEST TAKEN BY SWORD FRE DEPARTMENT RANT LOCATION U IN STATE ROAD 46 NEAR PONT OF CONNECTION DESIGN CRITERIA SYSTEM # DESIGN AREA DENSITY DESIGN AREA S.F. PSI REO'D 0 BASR GPM REO'D 0 BASR SEE BUILDING PLANS PSI REO'D 0 TEST GPM REO'D 0 TEST II SPRINKLER IN DESIGN AREA ELEVATION 0 HIGHEST SPKR DOMESTIC DEMAND I SPRINKLERS SPACING I SYMBOL I MAXIMUM MINIMUM COMMENTS 11 SEE BUILDING PLANS 11 ., oummy SPRINKLERS 11 DRAWN BY: STEVE TREECE CHECKED BY: L.J. SMITH P.E. TOTAL A/S 4,140 DATE: 01-03-01 SCALE: AS NOTED AH.h CITY OF SANFORD CONTRACT / V 00380 0 3 8 0 SHEET I FP7 OF SEE BUILDING ■ ■ TOTAL THIS SHEET \"Nr*W�AY�NIE Automatic Fire Sprinklers, Inc,, ORLANDO - JACKSONW-LE - FORT MYERS POMPANO - CHARLOTTE, NC CORPORATE OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FL 34761 PHONES (407) 656-3030 FAX (407) 656-8026 PRUCT: lf M &ITTOn Ls &��� 00mo IS IrMOMMA CONTRACT WTIt IPIIOI�e�v M DI1 01P13IK`37t' �GTttIP0113A1�PII01�Y 947 tlV P 73091901993 DIRE3 &1IT&Rff01f1UZ Bl>a1s0.90VU00 nm evic SYSTEM # DETAILS DRAWN BY: STEVE TREECE CHECKED BY: L.J. SMITH P.E. TOTAL A/S 4,140 DATE: 01-03-01 SCALE: AS NOTED AH.h CITY OF SANFORD CONTRACT / V 00380 0 3 8 0 SHEET I FP7 OF