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200 Tech Dr - BC00-001145 (NEW WAREHOUSE) (A)PHONE #�`r���i -2 FEE $� PLUMBING CONTRACTOR I `•CJ��. -` r " ADDRESS PHONE # ELECTRICAL CONTRACTOR FEE $ ADDRESS PHONE # (El��MECHANICAL CONTRACTOR-�'4. FEE ADDRESS PHONE # MISCELLANEOUS CONTRACTOR FEE $ ' ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. — SOIL TEST REQUIREMENTS (_�) FINISHED FLOOR ELEVATION REQUIREMENTS CERTIFICATE OF OCCUPANCY (.) ISSUED # ) DATE: _ ARCH ITECTURAL APPROVAL DATE: - _ FINAL DATE (j) N((- im �4y�� SUBDIVISION: ZONE DATE �.,� CONTRACTOR C0,0iei-1 PERMIT # f Jam, LOT No. BLOCK: ADDRESS JOB PHONE # 6/ COST SECTION: SQUARE FEET: LOCATION A110 --C' FEE $ .. MODEL: OWNER ems- STATE NO. 10 0 OCCUPANCY CLASS: ADDRESS 2 PHONE #�`r���i -2 FEE $� PLUMBING CONTRACTOR I `•CJ��. -` r " ADDRESS PHONE # ELECTRICAL CONTRACTOR FEE $ ADDRESS PHONE # (El��MECHANICAL CONTRACTOR-�'4. FEE ADDRESS PHONE # MISCELLANEOUS CONTRACTOR FEE $ ' ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. — SOIL TEST REQUIREMENTS (_�) FINISHED FLOOR ELEVATION REQUIREMENTS CERTIFICATE OF OCCUPANCY (.) ISSUED # ) DATE: _ ARCH ITECTURAL APPROVAL DATE: - _ FINAL DATE (j) N((- im V 12. PROVIDE, FILLED CELL$ WITR ONI- CONTINUM5 NO, 5 VERT. or 3,z)w Fv Air 2O PAYS A 5LUMP OF 4" PLUe) 01,;�; MINU$ i", FkBAR FROM: THE FOOTINCx 5TE 1_ TO F.�ONP BEAM A50\/1-7, AND HAVE 2-4% AIR ENTR41NM>:_NT, AND A MAXIMUM WATER TO MAX. OPACING AT 8'-0" O.C. AND ON BOTH 511DE'S GF oPENINc�3. R 2J" LAP 5PL1GE (5Ef : FLOOR. FLAN5 FOR LOCATION:i). 2. FOUNDATION DE831C"xN, 13 5A51 -EP ON AN ALLOWAE+LE BOIL. FRE55URE 13. ALI- WORK TO BE PONE IN 3TRIC;.T ACG; 0PPANGr Ofi 2 00 i;'6R NOTE 6 r .-,•,,....�.--..,..+�,....�...�.....�...�..._.,,.r.......srr,..._.....-----_..•.p.....�.....o...,..,..�..�._-.__-...n.....n,..�....r.w.�..®o..vaw....�rrw.-----.�......,.,«».�e.,s,..�...«...---•--�,. .,�n.....o..,..,-----_-.. -..-__-r.:r....++a-_......:-,..:»,;...+r...« -• .-: �..-.....,:-�.:d.:.z�ce.v:,,:as;mcU.::�.�..u::w:;.:2...r ,.:. ,,: is '_,c,�a::sar.. -.•...�.�ra.:u� - _ .:..,a:;fair..,ma.w'uk'�.+;u,....�:_�.�t.ctiau.:. f- i____ ___ _---- ------------ --j - L ------.•-_--- I \ \ \ BCALF;: Dail i. AL.L CONCIRETE 3H'IALL HAVE. A MINIMUM C:OMPRiE581V1H I3TRf:T1GTH 12. PROVIDE, FILLED CELL$ WITR ONI- CONTINUM5 NO, 5 VERT. or 3,z)w Fv Air 2O PAYS A 5LUMP OF 4" PLUe) 01,;�; MINU$ i", FkBAR FROM: THE FOOTINCx 5TE 1_ TO F.�ONP BEAM A50\/1-7, AND HAVE 2-4% AIR ENTR41NM>:_NT, AND A MAXIMUM WATER TO MAX. OPACING AT 8'-0" O.C. AND ON BOTH 511DE'S GF oPENINc�3. C:IrI'11»i11 RATIO 'OF O.ra8. cMINIMUM 2J" LAP 5PL1GE (5Ef : FLOOR. FLAN5 FOR LOCATION:i). 2. FOUNDATION DE831C"xN, 13 5A51 -EP ON AN ALLOWAE+LE BOIL. FRE55URE 13. ALI- WORK TO BE PONE IN 3TRIC;.T ACG; 0PPANGr Ofi 2 00 i;'6R WITH ACI 530,'Vj ANP ACI 3, ALL FOOTING -5 SHALL 51= PL.ACEP ON WELL. COMPACTE:P 501L. 1`'fINIM"UM 1��)% OF MOP1f=IED PROCTOR- -6011-GOMPA(.:TiG>N'S1-IAI� I4• THE CONTRACTOR 15 TO VERIFY ALJ". FXI5Tlt-4 CONGITION5 EAE VEF?.fi=1EP BY A L.ICEN5EP EOTFICHNICAL M,61 1E1 -R. 11.1 THE FIELD PRIOR TO THE 13TAi1zr Gx-- F15I.-D CON51'FzUcT1oN AC:TIVITII.=S. THE CONTK4CT0R 15 TO PROTr C:T ANP MAINTAiN 4. ,�ONCF2ETE MIX 13WALL f )E IN ACCORDANCE WITH TI -IE I-ATEST TNF P'ROJFC'r, LIMiT6 OF CON3TIRUCTION 1:7UAING CONSTRUCTION FPITION cam' .Acl 301 CHAPTER 3, METI-0P i Cott 2. 5UP-4-11T ,a,GT11�IT1>✓5. BACKUPDATA A6 REQUIRED BY CHAPTER 5 °,IwC:TION 5 3 1!5. 1VrFtICTUi;;AL 5TI:-:)wL SHALL ccpNFOf�f TO TI -1k: AII>C "0I=FCIF- THE THE I-ATEST EP1'fION OF ACI 318, - 1C ATION5 FOR PESIGxN, FA13RIIG,� f IOf�I, ANS E') GTIOh1 OF ALL RCi'NFOiRCING STFEI_ SHOAL L BE: NEW POMEt3TIC PE1:0�"1EP r STf�?LICTUC�;L ��T�;EL FOR BUII_DINC>"�", LA' EJB EDITION. i131L1..1=T ;3TEEL CONFOfzfINa TO ,45TM CrfRADE FSO.fes. WELDED ccrlNEt�TIO1J5 13I HALL cc�f�ll~Of�l Ta TOE. +E: l.An-:5T 6. IU(wLC:)EP WIRE FABRIC, £3HALL C:ONr<*41 TO MTM -155. l.(P FE-V1,13EiD CODE C� THE AMERICAN IUIELPING SOcary', Aw5 PI.I. %TALL E5E I_Af -DEP AT LE -AZT 8" AND CONTAIN AT uHA,5*r oNE 11, ANCHOR 1501_T6 GHALL C:ONFGW TO Ae'rM-• zi, cW)55 Wlf;,'�: IUITPIN THf= 8", 13, 6TRI.IC:TLII�;41_ STEEL $HADES, PLATEEa, ETC. 31 +AI.I. CONFC7W TO I. ALL. CONCRETE, W:r-�; 10HAI_L. E4E IN AccofwDANCE WITH "THE 'rHE- R.EGiUIR:":MENT5 CSF ASTM A-36, UNLE56 NOTE -P OTHEF: )A',E. MIL.PIN'x COPE; RE=IREMENTS FOR f'�FIN1;C�s cl_P c:ON�.RETC" ACI 310 LATE5T EDITION, AND ",15PEC IFICATION5 FOR STFWCTU I_ 19, PIM!ENVON5 3HOLtN "N THE CON;3TRIcTION t.)RAWINGS SHALL. CC7NCf !Tl~ F OR 5Ull_DING6, ACI 301. ol 5. TI -11i FOLI-OU G MINIMUM COVER, iFRCaViD�P 1--oR REINFORCE1`15NT: 3" FOR CAST ,dr-iAINST THIS EARTH{, ANI:) 211 FOR ALL. OTHI R C,A5f-5 (UNI -E,11,5 N011EP aTHE: ,UIgE). `�, PROVIPF 4" TH ICK'CONCf c"•.:TE 13LA15 WI'iH 6, X ib 1011Co u1j. ON CLEAN COMPACTED FILL. TfEr-1- li i E Tf?EATED. BARRIER BENEATH I:Lom SHALL BE 6 -MIL, VISCZI-EN, Io. fz'RoVIC>E STEEL_ TROWEL FINISk FcfR 41.1- INTERIOR 51 -AD ARI-A0.-PROVIPE WOOD TiROu�L f=11115'1-1 FCR ALL EXTERIOR �; W.- ,d. 1t'f' cT��a5 8��yIJIi i:��"HtI�`F -• .— ,.- i •---/.,—, y -_, -, ,.._L) /7•, ^ /l1, 2 0 - —14 a w \ --------------------- f-----.-___ ----------------...--__-----'1 1 r_____..�«�,-.,-. -._.- _..__. .„--� ----------- ..,_�..=......._yam./ \ - -• I \ ; I \ , f- i____ ___ _---- ------------ --j - L ------.•-_--- I \ \ \ BCALF;: Dail i. AL.L CONCIRETE 3H'IALL HAVE. A MINIMUM C:OMPRiE581V1H I3TRf:T1GTH 12. PROVIDE, FILLED CELL$ WITR ONI- CONTINUM5 NO, 5 VERT. or 3,z)w Fv Air 2O PAYS A 5LUMP OF 4" PLUe) 01,;�; MINU$ i", FkBAR FROM: THE FOOTINCx 5TE 1_ TO F.�ONP BEAM A50\/1-7, AND HAVE 2-4% AIR ENTR41NM>:_NT, AND A MAXIMUM WATER TO MAX. OPACING AT 8'-0" O.C. AND ON BOTH 511DE'S GF oPENINc�3. C:IrI'11»i11 RATIO 'OF O.ra8. cMINIMUM 2J" LAP 5PL1GE (5Ef : FLOOR. FLAN5 FOR LOCATION:i). 2. FOUNDATION DE831C"xN, 13 5A51 -EP ON AN ALLOWAE+LE BOIL. FRE55URE 13. ALI- WORK TO BE PONE IN 3TRIC;.T ACG; 0PPANGr Ofi 2 00 i;'6R WITH ACI 530,'Vj ANP ACI 3, ALL FOOTING -5 SHALL 51= PL.ACEP ON WELL. COMPACTE:P 501L. 1`'fINIM"UM 1��)% OF MOP1f=IED PROCTOR- -6011-GOMPA(.:TiG>N'S1-IAI� I4• THE CONTRACTOR 15 TO VERIFY ALJ". FXI5Tlt-4 CONGITION5 EAE VEF?.fi=1EP BY A L.ICEN5EP EOTFICHNICAL M,61 1E1 -R. 11.1 THE FIELD PRIOR TO THE 13TAi1zr Gx-- F15I.-D CON51'FzUcT1oN AC:TIVITII.=S. THE CONTK4CT0R 15 TO PROTr C:T ANP MAINTAiN 4. ,�ONCF2ETE MIX 13WALL f )E IN ACCORDANCE WITH TI -IE I-ATEST TNF P'ROJFC'r, LIMiT6 OF CON3TIRUCTION 1:7UAING CONSTRUCTION FPITION cam' .Acl 301 CHAPTER 3, METI-0P i Cott 2. 5UP-4-11T ,a,GT11�IT1>✓5. BACKUPDATA A6 REQUIRED BY CHAPTER 5 °,IwC:TION 5 3 1!5. 1VrFtICTUi;;AL 5TI:-:)wL SHALL ccpNFOf�f TO TI -1k: AII>C "0I=FCIF- THE THE I-ATEST EP1'fION OF ACI 318, - 1C ATION5 FOR PESIGxN, FA13RIIG,� f IOf�I, ANS E') GTIOh1 OF ALL RCi'NFOiRCING STFEI_ SHOAL L BE: NEW POMEt3TIC PE1:0�"1EP r STf�?LICTUC�;L ��T�;EL FOR BUII_DINC>"�", LA' EJB EDITION. i131L1..1=T ;3TEEL CONFOfzfINa TO ,45TM CrfRADE FSO.fes. WELDED ccrlNEt�TIO1J5 13I HALL cc�f�ll~Of�l Ta TOE. +E: l.An-:5T 6. IU(wLC:)EP WIRE FABRIC, £3HALL C:ONr<*41 TO MTM -155. l.(P FE-V1,13EiD CODE C� THE AMERICAN IUIELPING SOcary', Aw5 PI.I. %TALL E5E I_Af -DEP AT LE -AZT 8" AND CONTAIN AT uHA,5*r oNE 11, ANCHOR 1501_T6 GHALL C:ONFGW TO Ae'rM-• zi, cW)55 Wlf;,'�: IUITPIN THf= 8", 13, 6TRI.IC:TLII�;41_ STEEL $HADES, PLATEEa, ETC. 31 +AI.I. CONFC7W TO I. ALL. CONCRETE, W:r-�; 10HAI_L. E4E IN AccofwDANCE WITH "THE 'rHE- R.EGiUIR:":MENT5 CSF ASTM A-36, UNLE56 NOTE -P OTHEF: )A',E. MIL.PIN'x COPE; RE=IREMENTS FOR f'�FIN1;C�s cl_P c:ON�.RETC" ACI 310 LATE5T EDITION, AND ",15PEC IFICATION5 FOR STFWCTU I_ 19, PIM!ENVON5 3HOLtN "N THE CON;3TRIcTION t.)RAWINGS SHALL. CC7NCf !Tl~ F OR 5Ull_DING6, ACI 301. I'AK E FD1;F-'CF-PENCE OVER ALL 10:�CALED PIMENalON:S. 5. TI -11i FOLI-OU G MINIMUM COVER, iFRCaViD�P 1--oR REINFORCE1`15NT: 3" FOR CAST ,dr-iAINST THIS EARTH{, ANI:) 211 FOR ALL. OTHI R C,A5f-5 (UNI -E,11,5 N011EP aTHE: ,UIgE). `�, PROVIPF 4" TH ICK'CONCf c"•.:TE 13LA15 WI'iH 6, X ib 1011Co u1j. ON CLEAN COMPACTED FILL. TfEr-1- li i E Tf?EATED. BARRIER BENEATH I:Lom SHALL BE 6 -MIL, VISCZI-EN, Io. fz'RoVIC>E STEEL_ TROWEL FINISk FcfR 41.1- INTERIOR 51 -AD ARI-A0.-PROVIPE WOOD TiROu�L f=11115'1-1 FCR ALL EXTERIOR �; W.- ,d. 1t'f' cT��a5 8��yIJIi i:��"HtI�`F �21YI£'ilr..h�l8�: 2 all -' '' Ed I I --I I\ ��.-•-.—�.�..+�, Via'. ;..�.� - =1 I I------�-:111=-�I,��T� I•_ �Yi `— •4 055 EACH WAY 4'- 6 "-- 3 , MIN. COVER \�•. �_ --cc?[-IpAC'rED 2500 P.SF. FII - L —1:P- C;AL MA4N F_ � c��'r►1Ic� TY�I I r•+ _ �. 1. I,t ArZ=_ I_I �,12" ���,.��- --f, • _-1 I 1-� -� I I���_I 1- �I I I:� 2)�0 ." �I-----I � i• ----.I I I �--III_-= -� �---� � lISG2UEEN 1i -1 I i��rl i__ 3-456 EACH WAY �\ OvER COMPACTED 25O(O FILL 511 (; F:7NTiRAI— PAR< EDFDl\/F (401) 330-323c3 a ���•�''� I� •I i (=1 I ISI I I=�.I 11= 4'� I"117 __..rF_._ IL—_a,! 3" NIN. GOYE:R \ COMPACTED 25C9�� F.6.F-. F-I1_I- F�lai�r:>�a1�It'��J ANY WITHIN AND CAUL (407) 3ric)-.5671 - ti A it (Y aC*L: FO dN;,3,PEC f'9ONS, CALL (407);30240,03 VI�X�UEEI�I (MLITY IMPACT FEES PLANS REV. IB EED CITY OF SANFORD TITLE f3LQCK, FOUNDATION P -.AN 5HEE:T NO,Y2 .�.<-���..t•... 2 NOTE3t l.. �-� ..�aWl. MFRe1rMi�n�t.��wrae!nr•n ,••11.�fl1iMK'FIM!!tl'l�Mf6�[YC[/C.. N^`.'.CnGk4Nrt','.i 11k3A, :.:'1'd'ANfC"t+^.. �tbp.•},:.: �:^.C•y ,.^ ..•.•^ -,:., -.^... .. . I NOVEMBER 12, nl?313 2 9,141 HORIZONTAL SLIDING EXTERIOR W2 4 EXTERIOR 5 Df:;.,� 5Y= 6rF-vI- C ` ES"V- RY 0NCEFTS, INC. 51f CENTRAL FAR< DRIVE SANFORD, FLOR11DA 321T C�07� 330-323 ��. TOP PLATE 4" MTI_-. STUDS 24" 0/(-- 1/2" /C1/2" DRYWALL EA. SIDE BOTT. PL,4TE 4" CONC. SL45 W/ (OX& 10-10 W.W.M. NTERIOR FAARTITION WINE)OW 6HEDULE TYPE �-OCATION TUI 9,141 HORIZONTAL SLIDING EXTERIOR W2 4141 "ORIZONTAL SLIDIW- EXTERIOR DOOR 6HEDULE 0 - TT'PE - - LOCATION - -- A 3068 HOLLOW GCARE UX-)oD INTERIOR 3068 I- ETAL INTERIOR C 3068 METAL � EXTERIOR? _ n 10'X 12' 0\/ERHEAD METAL- EXTERIOR E ;2'X 12' OVERHEAD METAL_ INTERIOR y F 12'X 14' OVERT-1EAD MI-TAL EXTERIOR 2o' x 14' OVERHEAD METAL 5XTERIOR H 306a METAL HALF-LIGHT EXTERIOR I 30(98 METAL FULL -LIGHT �- INTERIOR FLC"'�'F-zo.' "'LAN PIANS REVIRVED ppyy IfIY�i®�I1r�1 W Iwl-= •.••••••w Odf.iCYl+34tOs1G5DDi8�5S'��ilb••.._.._,.:... ,......r_._ .. .say.""r�:.. t u:l.uC.:Yt'i'd:Rli41Apf[AAilfaw//w -...- _._...".awm>tbvmiu;�.auuAa'atm+IDtu^emi4xetlYSSCtIllu]W;fJY:eaieYJtla:cxsnr�w.�:,miatlYgw.. SIILC'�XMY5d9T -... _ d•r�X11WI1Mll141tlIr�YtlIWI/Old�pf aixY.wa .aarau. h°'k�'w.tlA.;i�miorrmxmvl^.'!r:�::snua'+^'w:.: a9,'mtq�',.n: ucia.:,.f"e.pFau:'�aweW.'��sxaa:scwsr�aa:a.'.p:m+'curr:'nux:,.aus:�r:�.nuu.:: a:uar.+as.'a+u.a.+uw.�.,.,.....w...w�-A:,,.w.w„ =,w.m.:.�.. :.,w..�,.w... «.,,.. �.....�....«r�..............- EXIbTINS CLOCK U" LINI^ / --- ---° -- 10' X 12ONDOOR _------- _�L $3 = I `-- -`------------- -------------------------------------- L� I � � t I � I I _ I � I I r uc t I (C 4' 11 Fil SHOt E L E C T R I CA L 5 C N E D U L E DE5GRIFTION ITEM REMARKS FLOUh2F8CENT LIGHT Cr`--�—� 1' X 8' " FLOURIr°$CIENT LIGHT 2' X d DUST: TO DAWN LIGHT - 2' X 2' R7=CE55 (00 WATT INCANDEaCENT LIGHT r> y BLDG. I-IG14T A DUAL SPOT E71ER::�ENCY LIGHT EXIT LIGHT EXHAUST FAN (may TO EXT, BLDG, DUPLEX OUTLET 120 VOLTS SPECIAL OUTLET 120 VOLTS SINGLE OUTLET ® 240 VOLT.$ WALL SUNTCI-I (I-WAY) WALL SWITCH (3 -WAY) 3 S.PD.T. TELEPHONE EXISTING 5MVER / CONNFCT TO EXISTING 6EMR LEGT"l"_"`%0'lGAL PLAN PLANS !E.�'I E k"I";D CITY OF SANFORD NOTE8= SCALE: IREVISION8: DRAILN B?'g 8'f>=VE iITLE BlwG`CP'v FLOOR PLAN 8I4Ei7' NO. 5 1 NOVEMBER2 151 11398 -1 511 GENTRA�- PARK DRIVE � � `� � ��� GF 4 SANFORD, FLORIDA 3271 2010 TECH ORI (40 1) 330-3238 _ 6 J013 NO. 2096EFA1..ELE too* City of Sanford Model Codus in effect Standard Bullding Gode 1997 od, Standard 1:11urribling Code 1W ed, f 17q� Standard MachaPical Code 1997 ed. National 'Elactrical Cod,6 1996 ed. See City Cxoda AMENDMENTS FL. Acce%vjibility CAdes 1907 FL, Energy Code 1997 SANFORD BUILDING DEPT THESE PLANS LRE REVIEWED AND CONDITIONALLY ACCEPI-ED r(.)FR PERMIT. A PF-.F?mi-r ISSUED SHALL 6F CONSTRUT.-.'M TO W. A LICENSE TO PROCEED WITH '1J -,'E W01"7K. AND NOT AS AUTHORITY To VIOLATE, CANCEL, ALTER. OR BET ASIDE ANY OF THE PROVISIOI,r-� OrTHETcCHNICA1. CODES, f,10p SHALL ISSUANCE OF A PERMIT PRayEN,r rric. ouiwiNG DEPT FROM THERF:-AFTER REOUIRIN(3 A CORREC- nON (7.)F ERRORS 0111 THE PLANS, CONS-T-RUC'f'I0NJ OR OTHER VIOLATiON.5 OF THE CODES. "FINISHED FLOOR ELEVATIONS" Must meet city codes for finished floor / slab elevations or provide elevatjohs approved by city Ongineering dept , for subdivision y elevations to prevent flooding caop 0 " FINAL INSPECTION REQUIRED AC1=Qt181[ 1-ry co D Es Muir m TPLORIDA CODES FLOOR SIJ,\B ELEW]ON MUST BE 16 A1 JV M N OF ADJACE"N", I - ROAD UNLES3 OTHERWISE APPROVED A too* City of Sanford Model Codus in effect Standard Bullding Gode 1997 od, Standard 1:11urribling Code 1W ed, f 17q� Standard MachaPical Code 1997 ed. National 'Elactrical Cod,6 1996 ed. See City Cxoda AMENDMENTS FL. Acce%vjibility CAdes 1907 FL, Energy Code 1997 SANFORD BUILDING DEPT THESE PLANS LRE REVIEWED AND CONDITIONALLY ACCEPI-ED r(.)FR PERMIT. A PF-.F?mi-r ISSUED SHALL 6F CONSTRUT.-.'M TO W. A LICENSE TO PROCEED WITH '1J -,'E W01"7K. AND NOT AS AUTHORITY To VIOLATE, CANCEL, ALTER. OR BET ASIDE ANY OF THE PROVISIOI,r-� OrTHETcCHNICA1. CODES, f,10p SHALL ISSUANCE OF A PERMIT PRayEN,r rric. ouiwiNG DEPT FROM THERF:-AFTER REOUIRIN(3 A CORREC- nON (7.)F ERRORS 0111 THE PLANS, CONS-T-RUC'f'I0NJ OR OTHER VIOLATiON.5 OF THE CODES. "FINISHED FLOOR ELEVATIONS" Must meet city codes for finished floor / slab elevations or provide elevatjohs approved by city Ongineering dept , for subdivision y elevations to prevent flooding caop 0 " FINAL INSPECTION REQUIRED AC1=Qt181[ 1-ry co D Es Muir m TPLORIDA CODES FLOOR SIJ,\B ELEW]ON MUST BE 16 A1 JV M N OF ADJACE"N", I - ROAD UNLES3 OTHERWISE APPROVED ,h �Q Pati ��t•'Sr�' T-fW-C. A, ,o TOS Al be HANGER #2 ZINC ATR PLAN FOR LENGTH) ANGER RING BEAM OR PUR HANGER #1 'OP BEAM CLAMP ZINC ATR ;E PLAN FOR LENGTH) HANGER RING HANGER #13 (ONE -HOLE) FOR OFFICE AREA ONLY ONE -HOLE TOLCO FOR CPVC HANGER DETAILS HANGER #13 (Two- HOLE) FOR OFFICE AREA ONLY �- TWO -HOLE TOLCO FOR CPVC OVERHEAD FIRE SPRINKLER PIPING PLAN SCALE Ld 7-1 I 0 Sr:7 0 r r- oracro/� {�/-I/Ox Sox _floc✓ l / rc/4/ 0 V -1-L ivk L62LL E 1 IRE ALA_�M1. C+A-SY_S-TF__mS filll4d X Gocl�7710vy Ol- NOTE: VERTICAL SIDEWALL TO BE 4'-6' MAX OFF OF INSIDE WALL IN OFFICE. HANG 1-1/2' MAIN IN OFFICE TIGHT AS POSSIBLE TO SIDE OF WALL. TIE -DOWN OF MAIN FOR REFERENCE ONLY, TRANSITION FROM STEEL TO CPVC ON DROP-DOWN PC INTO OFFICE. NORTH YJ7 FLOW TEST DA'A DESIGN CRITERIA HYDRAULIC CALCULATIONS AUTOMATIC SPRINKLER LEGEND MATERIALS NO. DATE REVISION DESCRIPTION BY � STATIC 70 PSI SYSTEM NO. DA Ml DA K2 6'-0' 5v 6'-6- LOCATION DA M1 DA 112 2' 0'-24' -12 7'-0' SYMBOLS QUAN. SIZE TEMP. MAKE MODEL TYPE FINISH ESC. SIZE LOCATION TYPE 1 3-24 OVERHEAD PERMIT ISSUE SEAN HAZARD SPACING K FACTOR INSIDE HOSE ORD. GRP 2 130 8.1 100 LIGHT HAZARD 196 5.6 100 150 0 TYPE OF SYSTEM N0. OF SPRINKLERS DENSITY DESIGN AREA GPM FLOW 0 BASR RESIDUAL PSI a BASR WET 13 .20 1500 SQ. FT, 331.64 31.804 WET l5 .10 1500 SQ. FT. 244.39 32.571 0 � 78 15 3 17/32' 1/2' 1/2' 286' 155' 155' GLOBE GLOBE GLOBE JN JN JN UPR VSW SSP BRAST CHROME CHREK N/A SEMI-REC SEMI-REC 4' 4' 2' 1-1/2' 2'-1' RISER MAIN RISER NIPPLES LINES OFFICE PIPING DYNAFLOW DYNAFLOW SCH 40 DYNAFLOW CPVC 2 3-29 INSTALLATION -EXISTING AREA ��1STp•1-LATS�A1 - IV E W \n AREHousE SEAN Se�.�.l RESIDUAL 60 PSI FLOW � 1250 GPM DATE : 4-13-99 TIME : AM LOC. MARITIME DRIVE OUTSIDE HOSE RACK GPM 150 0 BY SANFORD FIRE DEPARTMENT GENERAL NOTES ALL PIPE, FITTINGS, SPRINKLER HEADS, VALVES, HANGERS, INSTALLATION, AND TESTING TO BE IN ACCORDANCE WITH NFPA #13 AND THE CITY OF SANFORD, THE ENTIRE FACILITY IS TO EQUIPPED WITH A WET PIPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NEPA #13 AND THE CITY OF SANFORD. DESIGN CRITERIA IS AS FOLLOWS: MANUFACTURING AND WAREHOUSE AREAS ARE HYDRAULICALLY DESIGNED TO PROVIDE A .20 GPM/SQ. FT. FOR ALL, INCLUDING THE REMOTE 1500 SQUARE FEET, UTILIZING 17/32 ORIFICE, 286 DEGREE FAHRENHEIT, BRASS UPRIGHT SPRINKLERS. DESIGN CRITERIA IS IN ACCORDANCE WITH NEPA #13 FOR ORDINARY HAZARD GROUP II OCCUPANCY. UTILIZING STEEL PIPE, OFFICE AREAS ARE HYDRAULICALLY DESIGNED TO PROVIDE A .10 GPM/ SQ. FT. FOR ALL, INCLUDING THE REMOTE 1500 SQ, FT. UTILIZING 1/2' SEMI -RECESSED VERTICAL SIDEWALL SPRINKLERS. DESIGN CRITERIA IS IN ACCORDANCE WITH NEPA #13 FOR A LIGHT HAZARD OCCUPANCY. UTILIZING CPVC PIPE. TABLE I MAXIMUM SUPPORT SPACING FROM END LINE HEAD TABLE 2 MAXIMUM SUPPORT SPACING fROI INLINE HEAD TABLE 3 MAXIMUM SUPPORT SPACING BETVEEN HANGERS PIPE LESS TWINX THAN SIZE 100 PSI 00 PSI LESS THAN MIRE THAN 100 PSI W PSI ANY PSI 3/4' 1 0'-9' 0'-6' 4'-0' -0' 5'-6' 1' 0'-12' -9 5'-0' '-0 6'-0' 1-1/4' 0'-16' OW 6'-0' 5v 6'-6- 1-112' 0'-24' fk 7'-0' 7 - 7'-0' 2' 0'-24' -12 7'-0' 8'-0' 21/2' 0'-24' 0'-12' 7'-0' Ai 9'-0' 3' 0'-24' 0'-12' 7'-0' t0'-0' ■ NOTE: CORK. DECK SHOWN HIIVEVER; THESE TABLES APPLY FOR ANY TYPE OF CONST. SEE TABLE 1-\ I SEE TABLE 3 1 SEE TABLE 2 SEE TABLE 3 1 SEE TABLE 2 \\-BRACE/HANGER \�BRACEMANGER \\BRACE/HANGER HANGER SPACING LEGEND N.T.S. 1-2 ,-5'IZ I=1_,,p\4 szaM 4yl GIS -4c raffASMUK" !PARE VRc"(�r MM; W 120 VOL7 ELIC TELL SPARE WAD IM VATERFLOW SWITCH 5 -Co EL'E\1. PRESSURE GAUGE — S -a A. -(o 1)jq MAIN DRAIN N Twp vc vpl.-,4 E N a @ � �II b07 \ry At L Z K BUTTERFLY VA V/ T.S. ICo��� l sin. 46 N— c> r- -4Ni.•,>_ FOIL FLR, RISER DETAIL DELTA FIRE SPRINKLERS INC. III TECH DRIVE SANFORD, PLORIDA 32771 DRAWN BY, SEAN/FRED DATEi 3-24-00 SPRKS. ON JOB, 96 SCALE AS NOTED UNDERWRITERS: LOCAL JURISDICTION CONTRACT N0. C1950 N. T. S. PROJECT NAME SEAL DISTRIBUTORS 200 TECH DRIVE SANFORD FWRIDA CANTERBURY CONCEPTS 511 CENTRAL PARK DRIVE SANFORD, FL 32771 CUSTOMER PROJECT NCI. I SHEET NO. _--2OF ,. .. , , .. �. � � � �. _ �. .,... ,.. ,: v, ..., ,, _ ,. � � � + �. .. '`�� _. � { ,. , _ .;: �- :: � �� r � �. - aC. i.. .. � -� <. .,,. � �.. ,,. ,. ,. ,,. � � - -. .. .. _ . , d q ,_ .. _ . „' .. � • .. .. ,, .:. ., t . . ,' ,, i � , �,: . �. .,. ,. � v - ,; ..: .. , , .. �. � � � �. _ �. .,... ,.. ,: v, .. . , _: - � - . ,. � ,. ., _ .. ._� � .. ,. �� ., � .. -„ �. i _ ,. ., .: _ �. ,.. i it�. .-..:.. -..� ;.�_ _ _. ..- .. .., — "'--._, _ ,� � _. .. � � � � �� OR -T i� N ``� UtiD� GROUIU�) f zRE; PRyT�C TzoPa P=Pzi a c� Pt CITY OF SANFORD ULIC CALCULATIONS AUTOMATIC SPRINKLER LEGEND MATERIALS NO. DATE REVISION DESCRIPTIL]N BY T FIRE SPRINKLERS INC. III TECH DRIVE SANFORD, FWRIDA 32771 PROJECT NAME ; SYMBOLS SIZE TEMP, MAKE MODEL. TYPE F - ESC. SIZE LOCATION TYPE ((-�8 PE'��SDLLTA ROBACH OFFICE AND WAREHOUSE 11,1 MARITIME DRIVE SANFORD FLORIDA GRouN UR\' (--yob z I`S 9 E G,1 ui �p MP,Su r�E�oGp.-«or�� sE D"Cao�e 3- EJz 10►, -�� �x� of s�v� o- �aNESZH P! RN S DRAWN BY: �e�.�� DArE CANTERBURY CONCEPTS 511 CENTRAL PARK DRIVE r SPRKS. ON JOB! 13 SCALE, �,,� Nd QED UNDERWRITERS- SANFORD, FL 32771 CONTRACT NO. G \ y 1 CUSTOMER PROJECT NO. SHEET NO. OF % _ 1 0 FLAW TEST DATA DESIGN CRITERIA O SYSTEM NO. RESIDUAL QSz� FLOW 25 PM DATE TIME LOC. n HAZARD SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE HANGER III HANGER 1:1=2 StEEL At TOP BEAM CLAMP STEEL PURL IN - IRON (2) NUTS ROD (SPECIFY LENGTH) R❑D (SPECIFY LENGTH) HANGER RING HANGER RING :T GENERAL NOTES ALL DESIGN, INSTALLATION AND MATERIALS, INCLUDING PIPE, FITTINGS, SPRINKLER HEADS, VALVES, AND HANGERS TO BE IN ACCORDANCE: WITH NFPA 013 AND THE CITY OF SANFORD, DESIGN CRITERIA: WAREHOUSE /OFF ICE BUILDING SHALL BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NEPA #13. WAREHOUSE AREA IS HYDRAULICALLY DESIGNED TO PROVIDE A. .20 GPM/SQ: FT, FOR ALL, INCLUDING THE REMOTE 1500 SQUARE FEET. MAXIMUM HEAD SPACING NOT TO EXCEED 130 SQUARE FEET. 2 ry -o 7c7P 1�1-11 P,vs oF�7G� -ro (31^ TO SYSTEM I _ fop rJ _ WATERFLOW SWITCH PRESSURE GAUGE Z'GLOBE VA 0 5 �o • BUTTERFLY VA. W/ T.S. 'To!? m e MAIN DRAIN -0 T© 45" FIN, FLR. RISER. DETAIL 1/4" = 1'-0 0 C PLANS kf- 'VIEWED CITY OF SANFORD HYDRAULIC CALCULATIONS AUTOMATICSPRINKLER LEGEN D MATERIALS NO. DATE REVISION DESCRIPTION BYDELTA FIRE PRIJJ1 CT NAME LOCATION p,p,,Ir' SYMBOLS "N. SIZE TEMP. MAKE MODEL TYPE FINISH ESC. SIZE LOCATION TYPE � I-8 (��RM�T �ssvE Sia � RpEACH OFFICE AND WAREHOUSE • S r a f •Y 11 4_ TYPE OF SYSTEM \�-IE I C� �3 �Z ��5 G,LOS 1�1 S P C �� M -�i" 12E� <i �Ai1�15 aCH Id 2 -2F3 �h\ >TP+ T71�N ^1�t�C�J S Prl SPRINKLERS INC. NO. OF SPRINKLERS Vz 01 11132 �qLC E ,SIJ L) PR :LQE.S-oFFlC. �'-IIA E CH40 3'21 I<11 MARIM DRIVE ESS S Io i.t 'fU �- S T''(a I~ S �..N Fo1ZD � �,6.,� 111 'il?CIl 4tt1VB SANF4RD, FLORIDA 327`!1 SANFQRD FLORIDAFLQRIDA DENSITY Zp IZ�� �NE�- EN 1a DRAWN BY, INC. 5�.,-a DArE� i ^ �,- ©cam CANTERBURY CONCEPTS, DESIGN AREA -)-s. p- -,w N+c' SPRKS. ON JOB: 11- SCALE 511 CENTRAL PARK DRIVE Jrl` F:WA `' QAS 11 D. q UNDERWRITERS: SANB`4ftD, FL 32771 S� [�A`�R AZ•8� CONTRACT NO. CIgSI CUSTOMER PR13JECT NEI SHEET NO, _TZ_ pF 2-__ FLAW TEST DATA DESIGN CRITERIA STATIC ��� PAZ SYSTEM NO. RESIDUAL QSz� FLOW 25 PM DATE TIME LOC. HAZARD SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE I� 2 13C) +t $, l p 90 (1 BY ' IJI=D E. DC~ EaT RACK GPM p :T GENERAL NOTES ALL DESIGN, INSTALLATION AND MATERIALS, INCLUDING PIPE, FITTINGS, SPRINKLER HEADS, VALVES, AND HANGERS TO BE IN ACCORDANCE: WITH NFPA 013 AND THE CITY OF SANFORD, DESIGN CRITERIA: WAREHOUSE /OFF ICE BUILDING SHALL BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NEPA #13. WAREHOUSE AREA IS HYDRAULICALLY DESIGNED TO PROVIDE A. .20 GPM/SQ: FT, FOR ALL, INCLUDING THE REMOTE 1500 SQUARE FEET. MAXIMUM HEAD SPACING NOT TO EXCEED 130 SQUARE FEET. 2 ry -o 7c7P 1�1-11 P,vs oF�7G� -ro (31^ TO SYSTEM I _ fop rJ _ WATERFLOW SWITCH PRESSURE GAUGE Z'GLOBE VA 0 5 �o • BUTTERFLY VA. W/ T.S. 'To!? m e MAIN DRAIN -0 T© 45" FIN, FLR. RISER. DETAIL 1/4" = 1'-0 0 C PLANS kf- 'VIEWED CITY OF SANFORD HYDRAULIC CALCULATIONS AUTOMATICSPRINKLER LEGEN D MATERIALS NO. DATE REVISION DESCRIPTION BYDELTA FIRE PRIJJ1 CT NAME LOCATION p,p,,Ir' SYMBOLS "N. SIZE TEMP. MAKE MODEL TYPE FINISH ESC. SIZE LOCATION TYPE � I-8 (��RM�T �ssvE Sia � RpEACH OFFICE AND WAREHOUSE • S r a f •Y 11 4_ TYPE OF SYSTEM \�-IE I C� �3 �Z ��5 G,LOS 1�1 S P C �� M -�i" 12E� <i �Ai1�15 aCH Id 2 -2F3 �h\ >TP+ T71�N ^1�t�C�J S Prl SPRINKLERS INC. NO. OF SPRINKLERS Vz 01 11132 �qLC E ,SIJ L) PR :LQE.S-oFFlC. �'-IIA E CH40 3'21 I<11 MARIM DRIVE ESS S Io i.t 'fU �- S T''(a I~ S �..N Fo1ZD � �,6.,� 111 'il?CIl 4tt1VB SANF4RD, FLORIDA 327`!1 SANFQRD FLORIDAFLQRIDA DENSITY Zp IZ�� �NE�- EN 1a DRAWN BY, INC. 5�.,-a DArE� i ^ �,- ©cam CANTERBURY CONCEPTS, DESIGN AREA -)-s. p- -,w N+c' SPRKS. ON JOB: 11- SCALE 511 CENTRAL PARK DRIVE Jrl` F:WA `' QAS 11 D. q UNDERWRITERS: SANB`4ftD, FL 32771 S� [�A`�R AZ•8� CONTRACT NO. CIgSI CUSTOMER PR13JECT NEI SHEET NO, _TZ_ pF 2-__ 7 1 0""IcEg I LOPY 61 Im'sm, 4wmww""- GlY Or SAEVORD FINAL INSPECTION REQUIRED SANFOViO DEPT THESE PLANS A"E RETEWED AND CONDITIONALLY ACCEPTED r=uFt PER= A PRmar MSUMO SHAU. BE l'O PRUGV�D WITH .ONGTRUE'.) Tc) LIC THE WORK ANO Nor Ag AUaWRITY TO VOLME, CANCEL, ALTER, yr r AME ANY OF THE pROvlqj()j,j!�, OFTHETEC;FN()P �jl 1, -L OF A PERM! r rjijk.,0lNG 6EW FROM THMEAFTER REOARINO TEN Or ERMaS ON THE PMNA CCONSTWUMN OR 0 1 HER VWHlnplS OF THE CODES - N"fl- '���.��j� t� 19' WN. — 10` & SMALLER PNCE I AlAl l N LOT 30 SANFORD CENTRAL PARK PLAT BOOK 33, PAGES 64-66 SEMINOLE COUNTY, FLORIDA VACANT (ZONED R1--1) 20' DRAINAGE EASEMENT �2.5' N DE CONIC.38.50 LIME �' _ _',4�'QZ,�E, �9 1 1 Z 40 g (A 37 1/4 10" C.F. 1/9 KNDS C.F. COWC. 3.0 1/16 NDS RE C.F. A 0 COWL. A I t 0` A i' P CONC. TO BE IN MOTE. i' t i ' t0 ' J.2 LOT 30 SANFORD CENTRAL PARK PLAT BOOK 33, PAGES 64-66 SEMINOLE COUNTY, FLORIDA VACANT (ZONED R1--1) 20' DRAINAGE EASEMENT �2.5' N DE CONIC.38.50 LIME �' _ _',4�'QZ,�E, �9 1 1 Z 40 g (A 37 GENERAL NOTES: ALL MATERIALS. INSTALLATION, AND TESTING TO BE IN ACCORDANCE WITH NFPA #24 AND THE CITY OF SANFORD. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE W/ NEPA #24 AND THE CITY OF SANFORD, ALL PIPING TO HAVE A 36' MINIMUM DEPTH OF BURY FROM TOP � X. DRAINAGE SWALE OF PIPE. ALL PIPING TO BE HYDROSTATICALLY TESTED & FLUSHED IN ACCORDANCE W/ NEPA 1424 & THE CIT OF S SURFAc.Es To BE GA111tlE0 TO 6NOISTWR11lE0 SOIL • 3 WIDE p TEE C.F. 74.00 � NOTE: EXISTING SWALE TO Y ANFDRD. 12' 160 24� 1i.i N 37 ML. 2. THESE TAES SNOW M"MUM SIZE THRUST BLACKS FOR GOOD SAIL U-' THOU A -a. cLEA�I sA11W ANo C�AIwELs) 390�G � �O PSI►1AZARD TYPE OF SYSTEM200 BE IMPROVED TO PROVIDE POSITIVE ALL WORK PERFORMED BY DELTA FIRE SPRINKLERS w TO BE IN MOTE. � OUTFALL, PRIOR BRAWN BYy E.,,,, DATE- Z - f3 - oo W �Jco y 3. POOR SOIL. WILL REOULRE LARGER THRUST BLOCKS w7 o a EXISTING PARKING &DRIVE TO CONSTRUCTION OF PROP. W/ THE STANDARD SPECIFICATIONS MANUAL OF THE CITY OF SANFORD 1 Au "> �- DRY RETENTION AREA. INCLUDING THE BACKFLOW PREVENTER, WHICH WILL COMPLY WITH FIGURE 5006 GENERAL NOTES: ALL MATERIALS. INSTALLATION, AND TESTING TO BE IN ACCORDANCE WITH NFPA #24 AND THE CITY OF SANFORD. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE W/ NEPA #24 AND THE CITY OF SANFORD, ALL PIPING TO HAVE A 36' MINIMUM DEPTH OF BURY FROM TOP � X. DRAINAGE SWALE OF PIPE. ALL PIPING TO BE HYDROSTATICALLY TESTED & FLUSHED IN ACCORDANCE W/ NEPA 1424 & THE CIT OF S SURFAc.Es To BE GA111tlE0 TO 6NOISTWR11lE0 SOIL • 3 WIDE p TEE C.F. 74.00 � NOTE: EXISTING SWALE TO Y ANFDRD. 12' 160 24� 1i.i SE..r ML. 2. THESE TAES SNOW M"MUM SIZE THRUST BLACKS FOR GOOD SAIL U-' THOU A -a. cLEA�I sA11W ANo C�AIwELs) 390�G � �O PSI►1AZARD TYPE OF SYSTEM200 BE IMPROVED TO PROVIDE POSITIVE ALL WORK PERFORMED BY DELTA FIRE SPRINKLERS w TO BE IN v � OUTFALL, PRIOR BRAWN BYy E.,,,, DATE- Z - f3 - oo W �Jco ACCORDANCE 3. POOR SOIL. WILL REOULRE LARGER THRUST BLOCKS w7 o a EXISTING PARKING &DRIVE TO CONSTRUCTION OF PROP. W/ THE STANDARD SPECIFICATIONS MANUAL OF THE CITY OF SANFORD U-+ n+Ru A -a. SLLTY SOILS. curs, MI1CIt AND PEAT) "> �- DRY RETENTION AREA. INCLUDING THE BACKFLOW PREVENTER, WHICH WILL COMPLY WITH FIGURE 5006 • o FF ELEV 41.00 OF THE STANDARD SPECIFICATIONS MANUAL OF THE CITY OF SANFORD. D ADD171ONAL THRUST BLOCKING FOR BENDSINPROPOSNEWAR SANDING v Z $ c a 0 PES C -r-r p F s�►.►,.1 J:oRD A. LAUREL OAKS � :3 PROPOSED ADDITION ' * - t • / OCT. VIBURNAM HEDGE PER CODE. z -4 FF ELEV AI 00 - DATED 1/7/93 DELTA FIRE SPRINKLERS, INC. SCOPE OF WORK TO INCLUDE THE FOLLOWING: r-�a- 0 444 1/2` MAgow 4444 4 „ •vwvn�rwv�I 24- WHO. - 12' & LAAW PIPE Is' MPH. - to* a SYALL6R PIP[ k__ .. jj,4�6j_jllo MSM UNOI> YL0110 D SOP. SIZE TEE C.F. A I COLIC. INI-LIC7 WITH THE DUMPS IV< TIC Y SYSTEM LOCA SYMBOLS SIZE TEMP. MAKE MODEL TYPE F ESC. SIZE 12' 160 24� 1i.i NOTE: 1. ALL REAMING SW1iACU TO BE CAMKO TO I ll"TURK0 BOLI 2. THESE TABLES SNOW MINIMUM SIZE THMUST BLOC" FOR GOOD SOIL (A-1 TIMU A-3. CLEAM 6" A* 0"") 3. POOR Soil.."Ll REOUME LJIMGER THRUST BLOCKS (A-. TIIRu A -B. SILTY SOILt. CL WS. ML" ANO PUT) THRUST BLOCKING FOR BENDS M.T.S. EXTERIOR WALL ��oTC- yYG'CZL.- ZR.W I I - BUILDING - P l?1 L Tv %I.. J lLp Foo' _ UNI -FLANGE u GRADE FOOTING ,t$ = RDD 4 KJ. 90' ELL ROD BACK TO 90• LEAD—IN DETAIL RT.s. J� (2) 4' OSLY GATE VALVES WITH TAMPERS (WIRING BY OTHERS) 4' FLG 90' ELL C� o 0 0 4' FEBCO 4' CLASS 350 DUCTILE :BACKFLOW PREVENTER 4' CLASS 350 DUCTILE (BY DELTA) FINGRADE &2�QbF1' PfRCIT`(� & �z (4' M.J. 90' ELL) x 2 4' FROM SUPPLY 4' TO SYSTEM THRUST BLOCK l I -_ O0." MGv,►.1.�c1 {� -TH-IS pAG1LFL0 4 SDo1�, OF 'THE S-TN,4DARt� Sp�Zt=ico•7 S MJ•,dul�L. BACKFLOW PREVENTER DETAIL D.1•.a • g g DELTA TO TIE-IN TO EXISTING 8' WATER LINE WITH A 8' X 4' TAPPING c - SLEEVE WITH 4' MJ GATE VALVE. DELTA TO RUN NEW C-900 PVC co UNDERGORUND PIPE TO A NEW 4' FEBCO REDUCED PRESSURE ZONE (RPZ) Q 12' ; C° Q BACKFLOW PREVENTER W/ A 4' STORZ FDC. PIPING TO CONTINUE AS ��. N n DR -14 PVC UNTIL LEADING UNDER THE FOOTER INTO THE BUILDING, WHERE Q o x NOTE: ALL UTILITY CONN (n Q PIPING WILL TRANSITION TO DUCTILE IRON. BEING RUN UNDER THE CONCRETE CL (n J EXTEND EXIS ING 2- O Q QLL_' IRRIGATION S TEM i•1= SHALL BE MADE INTERNALLY ,� pI W,� 0 cn -J FOOTER OF THE BUILDING, THE DUCTILE IRON PIPE WILL RISE UP THROUGH > �' d -j 10 L` THE SLAB OF THE BUILDING, STOPPING WITH A SPIGOT PIECE F-0' ABOVE D() rh a I EX eAdi 74.00' Q Q >= THE FINISHED FLOOR, WHERE DELTA WILL TIE-IN TO BEGIN THE OVERHEAD CN z Z = 14.00 60.00' 2: O � z PORTION OF THE SPRINKLER SYSTEM. W M D L'.1 24' o W p z r' :3T»� poz."Y of s�Rv�c -k O U r7 0 d C] � of W 0 U O Co>J �» c -r �C> LLJ Q p o� DELTA IS NOT UNDER CONTRACT FOR ANY WORK PRIOR TO THE 8' X 4' TAPPING SLEEVE J o 0 w Zp 10' x 12' DUM STER ENCLOSURE o Y U O p --1 fV N O ry 0 w AND IS THEREFORE NOT REPSONSIBLE FOR ANY CITY MAIN, HYDRANTS, ADDITIONAL FIRE � co 0 " X. ISLA REMOVE THE P TION OF LANDSCAPE ISLAND �-� N U O SINES, .ANI) ANYTHING..ELSE PRIUR TO .TIS 8' X 4' TAPPING SLEEVE. . . 7 (n Ui _ LL Ln O _ Z _ LL. W v WHICH IS IN Ut O INI-LIC7 WITH THE DUMPS IV< TIC Y SYSTEM LOCA SYMBOLS SIZE TEMP. MAKE MODEL TYPE F ESC. SIZE # }--- Z SE..r < Q w � �O PSI►1AZARD TYPE OF SYSTEM200 ENCLOSURE. MATCH � EXISTING PVMT. do GRADE. w Q Q I-- �� � BRAWN BYy E.,,,, DATE- Z - f3 - oo W �Jco INSIDE HOSE DESIGNAREA o a EXISTING PARKING &DRIVE EXIST. BLDG. .� E R, OUTSIDE Gh1 FLOW G D RE �'_ PAT b.lt G1�M PSI • "> �- -. a '+ 4" FEBCO RPZ BkC►�FL.ow o FF ELEV 41.00 0 %- �°° yEN-SER / 4" 5TO9r- FPc v Z $ c a 0 PES C -r-r p F s�►.►,.1 J:oRD � :3 I PER APPROVED SITE PLAN * - t • / z DATED 1/7/93 ' C-4� r � • ` S a 0 r + • W r 4i1 %4 �vE ' 60.00' - EXISTING LANDSCAPING- -79 f ' ' • • ♦ / do IRRIGATION • ' ' r ,��� zv EXISTING LANDSCAPING ° do IRRIGATION 1 ' a Mme - d41 129. Neb 6G 2 � =LHErl/ xe� E>o.8"WATER UNE Pdxo C>- U N� �R c.,Ro u �►� _Fz,E pl_pm► A ca. SCALA 1" : Zp'-o• t=Ec-r GRAPHIC SCALE 10 n 40 1 inch = 20 ft. LEGAL DESCRIPTION A PORTION OF LOT 29, SANFORD CENTRAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 33, PAGES 64 THROUGH 68, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS LOT 29, LESS THE AREA DESCRIBED BELOW: BEGINNING AT THE NORTHEAST CORNER OF LOT 29, RUN SOO14'58'E ALONG THE EAST UNE OF SAID LOT 29, A DISTANCE OF 181.74 FEET TO PC OF A CURVE CONCAVE - "THWESTERLY HAVING A RADIUS OF 14.13 FEET, THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 86. 14'23" AN ARC DISTANCE OF 66.42' TO THE PT OF SAID CURVE. THENCE RUN S85.59'25W ALONG THE SOUTH LINE OF SAID LOT 29, A DISTANCE OF 168.33 FEET, THENCE RUN NOO'14"58'W, ALONG A UNE BONG PARALLEL HATH THE EAST UNE OF SAID LOT 29, A DISTANCE OF 216.81 FEET TO A POINT ON THE NORTHERLY UNE OF SAID LOT 29, THENCE RUN N89.45.02`E ALONG SAID NORTH LINE A DISTANCE OF 209.20 FEET TO THE POINT OF BEGINNING. CONTAINING 1.00 ACRES MORE OR LESS. LEGEND PROPERTY UNE - - -- RIGHT-OF-WAY LINE -- - ROADWAY CENTERLINE — -- -- — — -- EASEMENT LINE • • SETBACK LINE �111111 DRAINAGE DIVIDE - 'v/v-- DRAINAGE FLOW ARROW YARD LIGHTING LUMINAIRE FROM BLDG. (SODIUM VAPOR) I/ . PSR __ MIT # PLANS RZ'"'E' ��� �.1.',s �f CITY OF SAI y/ e) COPY F1'1At l"snCT10N FLOW TEST DATA DESIGN CRITERIA HYDRAULIC CALCULATIONS / AUTOMATIC SPRINKLER LEGEND MATERIALS NO. DATE REVISION DESCRIPTION By DELTA FIRE SPRINKLERS INC.SF-NL, 111 TBt�I OBRR >ls11�066. 1IAiIDA 32771 PROJECT NATE TIC Y SYSTEM LOCA SYMBOLS SIZE TEMP. MAKE MODEL TYPE F ESC. SIZE LOCATION TYPE 3 ' ERM ZT SSU SE..r n�zRDLHAL E 5 F 1DP. � �O PSI►1AZARD TYPE OF SYSTEM200 uNo R ��N Q� W G� SPACDNG NO OF SPRINKLERS E !} - 13 - q K iACTat DENSITY [10 BRAWN BYy E.,,,, DATE- Z - f3 - oo N ccPT ►.I . INSIDE HOSE DESIGNAREA SPRKS. oN JOB. NT E R, OUTSIDE Gh1 FLOW G D RE �'_ PAT b.lt G1�M PSI • UNDERWRITERS Lr o c s J w; o z c zo ti CONTRACT NO. C I Go CUSTOMER PROJECT NO SHEET MO. _-�-- OF