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HomeMy WebLinkAbout3290 W SR 46 Plans Sprinkler Hudsons furniture1 M [if ��. PER NFPA 25, 2002 EDITION SECTION 4.1.2 THE a ESPONSIBIMYY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OTNIER OF THE PROPERTY U AAA n ,J q Fire €'r llaction Engineering, Inc. L92 CAPITOL COURT OCOEE, FL 34761 Pal- (407) 377-55D. FAX' (407) 656-8026 Cerfficate of Authorization Number 7523 $�J�y Flow test performed by Sanford Fire dept. Results indicate static pressure of 67, j North Addition Design Concept Criteria highlights residual pressure of 52, flow in GPM of 2105. Test was performed on the two northern most hydrants along west side of existing building. Static and residual ev Ll All layout, design, installation, and maintenance and testing to be per NFPA-13 pressures taken at middle hydrant flow from northern most hydrant. Test effective 1999 edition, and NFPA-25 as applicable. at middle hydrant. (Aprox 450' from new addition at riser location) Water supply to the new sprinkler systems For the addition is via a10" DR-14 0 Storage throughout the addition is consistent with existing storage areas in PVC extension of the existing fire line serving the existing north portion of the previous phases. All types of furniture, generally upholstered, both encapsulated ' facility. New connection and work to begin at the north end of the existing fire and Lin generally class IV type Commodities, all well within the line feeding the existing northern most riser. (See civil drawings for detail, listing For the K-25 ESFR sprinklers. Storage shall be on open pallet type racking schematic on this sheet for hydraulic reference) The existing north hydrant is to and/or matching shelving with small platforms maintaining 6" longitudinal and be relocated to the new edge of pavement to the south. The existing northern most transverse flues as approved on previous phases. FDC connection will be relocated to the same island, and configured to supply Storage height to top of product shall not be closer than 36" to any sprinkler, and two new systems in the new addition and the existing Systems currently being shall not exceed 30' roof deck shall not exceed 35' see K-25 ESFR listing for served. more specifics. S Fire hose stations shall be located throughout the interior of the storage addition in such a manner to bring the nozzle to bear within 30' of all storage (hoses are anticipated at 100' of hose lay; with 30' of spray per nfpa-13) Final hose statiorl" locations to be arranged based on final racking and floor plan. Hoses to be oo suDDlied from adiacent systems. V ALL DOCUMENTS, INCLU➢ING ❑RIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, •ESTIMATES AND DATA, 3NCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRiNKLERS,INC. (WAFS> AS INSTRUMENTS OF SERVTCE. THEY AlE NOT INTENDED, NOR REPRESENTED T❑ 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 VAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO VAFS, 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 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 #25 AS THE APPLICABLE STANDARD FOR THE INSPECT ION•T£STING,AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR 1S NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. 'Preliminaryre Protection desip Criteria Concept for building Permit review only Ir"inal sprinkler layout shop drawinos to be d fire sprinkler submitted by license contractor for sprinkler installation.perin, I r o installation to proceed riol- to ap proved permitting- of final shop raWis pis r ki DATE REVISIONS BY - WATER SUPPLY INFORMATION _ DESIGN CRITERIA SPRINKLERS SPACING QUANTITY SPRINKLERS GENERAL INFO �°�" 1111UDI�I(DR TUnD Hff�JnD R STATIC PRESSURE FIRE PUMP ---- SYSTEM SYMBOL ?AAYJMUM MINIMUM COMMENTS SYMB. IST 2ND 3RD �N SIZE K TEMP MODEL -__--._. _,..___ _._ __ ____-_�ggg- CODES USED NFPA 13 NFPA 24 RESIDUAL PRESSURE SIZE GPM 0 PSI -- DESIGN AREA tam ��2s,� �- G TOTAL A S D d 3 PITOT READING i j TYPE OF DRIVER DENSITY %, I`a, �� L IN G.P.M. ELECTRICAL REOS -- DESIGN AREA S_F. ='j G� F SYSTEM jFlow 1 o j R.-YN" �-� DRAWN BY. TOOK - DATE OF TEST C1•0� PSI REQ'D @ BASR.��� tI�HI 1 GPM REO'D BASR rQ �. � ova Automatic Fire �'i1`l� Sprinklers, iris CHECKED BY: L.J. SMITH P.E. 00HI ACI w1fit ri TIME OF TEST �l_� PSI REO'D TEST l TOTAL A/S: 0198PAM MORIDMIRD t .� �# rtOPLANiDO - JACKS"Oi�I&LE - RT.1YERS TEST TAKEN BY PO PANO - CHAPI OT1'E, NC DATE: OCTOBER 10, 2003 � GPM RE4'D ®TEST �I b ,$%+ flhal.✓�' OO ��n`'�O�fD ���C��fl l�b©�B���s � I SPRINKLER TOTAL TYPE SYSTEM 5_ �i . � � CQRPORA;P OFFICE — O ,NDO ��A SCALE_ ' HYDRANT LOCATION IN DESIGN AREA 1 � t 1 _._ �s �" AS NOTED _ P_ �w ELEVATION ® 222 CAPITOL COURT OCOEE, R_ 34761 - ,a 4 A HIGHEST SPKR �� 3�-a TOTAL PER BUILDING AHJ �� ;?,X/ a� PFIONE: (4�07) 656-3030 FAX. (407) 656.8026 CITY OF SANFORD c _. j -� _ - - - -- HOSE INSIDE-OUT o I I ]---- - DOMESTIC DEMAND CONTRACT , 0 TOTAL THIS SHEET PER NFPA 25, 2002 EDITIOW SECTION 4.1.2 — THE RESPONSIBILITY FOR PROPERLY A1..11ITAINMG A WATER BASED Fl.RE PROTECTION SI(ST M BRAN., BE THAT OF THE O IER OF THE PROPERTY I i O a t� Fire Protection Engineering, Inc. 222 OAPFfOL COURT OCOEE, FL W61 PH: (407) 377-5569 FAX. (407) 656-8026 Cer iiealp, of AWhoriaal;on MUmbor 7523 .fit a ° la 1541 NO. DATE REVISIONS 1 2 ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. A (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED `t 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 `./ILL 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 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 R2 AS THE APPLICABLE STANDARD 5 E FOR THE INSPECT IONLTESTING,AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR 1S NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE.CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. d r A- , .- - v s North Addition Design Concept Criteria highlights All layout, design, installation, and maintenance and testing to be per NFPA-13 1999 edition, and NFPA-25 as applicable. ® Water supply to the new sprinkler systems For the addition is via a10" DR-14 PVC extension of the existing fire line serving the existing north portion of the facility. New connection and work to begin at the north end of the existing fire line feeding the existing northern most riser. (See civil drawings for detail, schematic on this sheet for hydraulic reference) The existing north hydrant is to be relocated to the new edge of pavement to the south. The existing northern most FDC connection will be relocated to the same island, and configured to supply two new systems in the new addition and the existing systems currently being served. 'f�T am 2 J�>uf;4 1-71 get oe--� tp V- BY WATER SUPPLY INFORMATION _ SYSTEM I DES_IG_N CR_I_TERIA TATIC, PRESSURE LIESIDUAL � FIRE PUMP PRESSURE PITOT READINU kS SIZE GPM 0 PSI - DESIGN AREA j'; TYPE OF DRIVER DENSITY �� / ?, FLOW IN G.P.M., DATE OF TEST TIME OF TEST ` p A..A ELECTRICAL REQS -- DESIGN AREA S.F. PSI REQ'D 0 BASR�,lq GPM REQ'D 0 BASR 14 54. 9V 3"lya PSI REQ'D 0 TEST - TEST TAKEN BY GPM REQ'D 0 TEST f SPRINKLER IN DESIGN AREA (n�J . $( 1 f.ust„�1✓ 1 HYDRANT LOCATION , � 9 doe ELEVATION HIGHEST SPKR -3 3�p HOSE INSIDE -OUT 00 1So lcei/ISa DOMESTIC DEMAND * Flow test performed by Sari -ford Fire dept. ResnitS indicate static pressure of 67, residual pressure of 52, flow in GPM of 2105. Test was performed on the two northern most hydrants along west side of existing building. Static and residual pressures taken at middle hydrant flow from northern most hydrant. Test effective at middle hydrant. (Aprox 450' from new addition at riser location) * Storage throughout the addition is consistent with existing storage areas in previous phases. All types of furniture, generally upholstered, both encapsulated and un-encapsulated generally class IV type Commodities, all well within the listing for the K-25 ESFR sprinklers. Storage shall be on open pallet type racking and/or matching shelving with small platforms maintaining 6" longitudinal and transverse flues as approved on previous phases. 110 Storage height to top ofprodnct shall not be closer than 36" to any sprinkler, and shall not exceed 30' roof deck shall not exceed 35' see K-25 ESFR listing for more specifics. 9 Fire hose stations shall be located throughout the interior of the storage addition in such a manner to bring the nozzle to bear within 30' of all storage (hoses.are anticipated at 100' of nose lay; with 30' of spray per nfpa-13) Final hose statior�• locations to be arranged based on final racking and floor pl an. Hoses to be supplied from adjacent systems. SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS p-& I? o _ O a �n I 1_ - QUANTITY SPRINKLERS IST 2ND 3RD SIN SIZE K TEMP MODEL TOTAL TYPE SYSTEM TOTAL PER BUILDING '7� TOTAL THIS SHEET Preliminary ire Protection Assign Criteria Concept for building permit review only Final sprinkler layout shop drawinZD gs to be submitted licensed fire sprinkler contractor for sprinkler installation permit No installation to proceed prior to approved permitting of final shop drawings 1 x � Y u�y���:omaticp Ffi+�°e����Spi-in��1�eI rs, Inc' Pok-11P410-10WLOM, NC CORPORATIE DE FICF - OrllMDO, IFLORIDA 222 CAPITA... C(XRT DCOFE, FL 34761 PPIIONE: (407) 656-3030 FAX. (407) 656-8026 GENERAL INFO CODES USED NFPA 13, NFPA 24 TOTAL A/S SYSTEM I AID I `(`ice«,! DRAWN BY: TOOK CHECKED BY: L.J. SMITH P.E. TOTAL A/S: -12, 0 DATE: OCTOBER 10, 2003 SCALE_ AS NOTED AHJ: CITY OF SANFORD CONTRACT J PROICT: MU1@10H TUI-DW64 ffuml b)o I, o M MWFOIRD MRACT AIIIt 0199MATE ommomo MRACIMfl ITU'amna P n r �l F AP A Aw ee� A Y ? A v - 7 I 1P 0 Flow test performed by San -ford Fire dept. Results indicate static pressure of 67, riteria highlights North Addition ]Desi4yn COnCAAPt C residual pressure of 52, flow in GPM of 2105. Test was performed on the two northern most hydrants along west side of existiric, building. Static and residual I and maintenance, and testing to be per -T\�FPA- 130 pressures taken at middle hydrantflow from northern most hydrant. Test effective All layout, design, installation, 'D at middle hydrant. (Aprox 450' from now addition at riser location) 1999 edition, and NFPA-25 as applicable. -14 9 Storage throughout the addition is consistent with existing storage areas in water supply to the new sprinkler systems for the addition is via alO" DR I PVC extension of the existing fire Iin sting north portion of the previous phases. All types of furniture, generally upholstered, both encapsulated line serving the existing rid of the existing fire and un-encapsulated generally class IV type Commodities, all well within the facility. New connection and work to begin at the north e -D 'D civil dra­"vinl_�' for detail, listing for the K-25 ESFR sprinklers. Storage shall be on open pallet type racking line feeding the existing northern most riser. (See schematic on this sheet for hydraulic reference) The existing north hydrant is to and/or matching shelving with small platforms maintaining 6" longitudinal and 11> ZZ 11 - 1=1 e I'D transverse flues as approved on previous phases. be relocated to the new edge of pavement to the South. The existing northern most FDC connection will be relocated to the Same island, and configured to supply 0 Storage height to top of product shall not be closer than 3 )6" to any sprinkler, and em utrently beiric, two new systems the new addition and the existinc, syst s c Z__1 Z' shall not exceed 30' roof deck shall not exceed 35' see K-'5 ESFR listing for servedmore specifics. M Q C, C J 141 y f 4 y d) C" y I I 4 d) Q J A Ct� C� PER NFPA 25, 2002 EDUION SECT -TON 4.1.2 — THE RESPONSIB111TY FOR PROPERLY 71I N MADLN IIER BASED ,� IT N G A W, N I FIRE PROU" CTION SYST'EM SH,&U BE THAT OF THE OWINTERI OF TRE? PROPERTY U1 7 i.e/ A Fire Protactioi-i Ertglpipzorfrig, Irl 222 CAA FIOL COURT OCOEE, FL �761 PH: (407) 8-77-55M FAX: (407) 656-8026 C,-r1jr1&,a of Au'uWizallaon Mumber 7523 T_ r DOCUMENTS, INCLUDING ORIGINAL 11AIINGS, SPECIF1CA7 IONS, FIELD NOTES IMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PRO. AND WILL REMAIN HE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS. AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESD rSTSUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, OcJ EXTENSION OF I �jECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE IN ,TtON CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM W .L BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE -S, AN D WILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES TO BE BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND 7S HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,11 NG ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS- PORTANT OWNER INFORMATION THIS DRAWING IS BASED ON THE I 'EPTANCE OF THE LATEST EDITION OF NFPA 425 AS THE APPLICABLE STA Z THE JWSPECT IONJ EST INGAND MAINTENANCE OF WATER BASED FIRE PROTE C 'TENS. IF THE �_UILDImG OVNFR HAS NOT RECEIVED A COPY OF THIS PAMF )/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS S( =ASE CONTACT THE NEAREST OFFICE OF VAY14E AUTOMATIC FIRE SPRINKLER! DATE REVISIDNS BY WATER SUPPLY INFORMATION DESIGN CRITERIA l PRESURI STATIC PRESSURE A' T FIRE PUMP SYSTEM A PRESSURE, RESIDUAL PRESSURE SIZE GPM -0 PSI DESIGN AREA ITOT READING P TOT EA 1�'� TYPE OF DRIVER DENSITY DESIGN AREA S.F. 91-71rf FLOW IN G.P.M. -0 - t;�N ELECTRICAL REDS PSI READBASR q DATE OF TEST ; 11 GPM REC'D BASR fig_ jug TIME OF TEST PSI Rom,. TEST TEST TAKEN BY GPM REQ'D @ TEST J SPRINKLER :IN DESIGN AREA L 1, HYDRANT LOCATION ELEVATION @ HIGHEST SPKR HOSE INSIDE -OUT A Tc� I DOMESTIC 'DEMAND Fire hose stations shall be located throughout the interior of the storage addition in such a manner to bring the nozzle to bear within 30' of all storage (hoses are anticipated at 100' of hose fay, -with 30' of spray per lifpa-13) Final hose station- locations to be arranged based on final racking and floor plan. Hoses to be supplied from adjacent systems. -Preliminary 14-7ire Protedtion design Crite-ria Concept for building permit review on1V Fhtial sprinkler layout shop drawings to be submitted by 1-iteensed fire sprinkler contractor for sprin-KIer ins t-allation Per ft No installation to proceed prio-v to au-oroyed _F .1 X X f fanal shop drawings 'rier-r-fulta-Ung 01 1 44 I qt r A-D,0 1 _41 SPRINKLERS SPACING QUANTITY SPRINKLERS SYMBOL MAXIMUM MINIMUM COMMENTS 2ND 3RD Sill SIZE K TEMP MODEL r, YEW bfi �g M E Automatic- Fire Sprinklers, ORL 1NMDO - JAC10ONWILLE - DIRTi YERS POMPANO - CF NO TOTAL TYPE SYSTOM CORPORA11'FE OFFIOE - ORLA,\IM, IFLORIDA TOTAL PER BUILDING OL COLIPJ OCOEE, 19- 34761 0 222 CAPFf PPIONce- (407) 65W030 FAX. (407) 656-8026 TOTAL THIS SHEET GENERAL INFO CODES USED FPA 13, NFPA 24 TOTAL A/S SYSTEM I DRAWN BY: TOOK CHECKED By: L.J. SMIT-H P.E. TOTAL AJS- _-7 2- 0 DATE: OCTOBER 10, 2003 SCALE-- AS NOTED AH-1 [CITY OF SANFORD CONTRACT 1111UJDI�-�'(DH MUDD KffUMN 9 A MD CMT.;MT wft- OEU92,111- om'kimnam ImAcop 1Fm01RR1M'&' F P 1. OF I f n t 3a }y 4,g4:v'i '�' ✓ a o 7 L" PER NFPA 25, 2002 EDITION SECTION ION 4.1.2 '-- THE RE PONSIBIUTY FOR PROPERLY RT"EATUIG A WAI'ER BASED FIRE PROTIEC ON SYSTEM SHAUT BE THA1 OF THE 0�"TER OF 1H PROPERTY U ]D A A f1dim pp� �i rr 41 Fire Protection Engineering, Inc. 222 CAMOL COURT OCOEE, R_ W161 PH: (407) 37: - FAX: ( 7) 656-8026 Cortill Cato of Authorization Number 7523 DFQ_' :E-H: tL 4 ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF VAYNE AUTOMATIC FIRE SPRINKLERSINC. (VAFS) 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- F PERMISSION FROM VAFS FO- RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO RATES TO BE AGREED ' T V NTITLE VAFS O FURTHER COM PENSATION AT R VAFS AND ILL ENTITLE INDEMNIFY AND HOLD ON BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO I DE\IFY WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSESINCL- 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 425 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 THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF VAYNE AUTOMATIC FIRE SPRINKLERSINC. North Addition Desi-an Concept Criteria highlights ® All layout, design, installation, and maintenance and testing to be per NFPA-13 1999 edition, and NFPA-25 as applicable. 0 Water supply to the new sprinkler systems for the addition is via a10" DR-14 PVC extension of the existing fire line sewing the existing north portion of the facility. New comnection and work to begin at the north end of the existing fire line feeding the existing northern most riser. (See civil drawings for detail, ference) The existing north hydrant is to schematic on this sheet for hydraulic re be relocated to the new edge of pavement to the south. The existing northern most FDC connection will be relocated to the same island, and configured to supply two new systems in the new addition and the existing systems currently being served. f - y{ s !'., 'm 1p .r. NO. DATE REVISIONS - BY WAFTER SUPPLY INFORMATION SYSTEM I DESIGN CRITERIA 1 STATIC PRESSURE e '\ �v -�� �Ca a a> F FIRE PUMP SIZE GPM @ PSI TYPE OF DRIVER ELECTRICAL REOS --- — �- DESIGN AREA 2 \ RESIDUAL PRESSURE' I DENSITY4 DESIGN AREA S.F. A It �7 ^ 3 PITOT READING 4 FLOW IN G.P.M. PSI REQ'D @ B.'SR { 11 TE OF TEST rDA3 EQ GPM . R 'D @ 8A'SR .� ��' , i 4 F TEST TIME 0 PS EQ R D @ TEST c TEST TAKEN BY ., GPM REQ'D @ TEST ;{s� j SPRINKLER IN DESIGN AREA 1 HYDRANT LOCATION ELEVATION @ HIGHEST SPKR -3- - HOSE ;NSIDE-OUT g a,� fASr� € �,Av-, r DOMESTIC DEMAND - ® Flow test performed by Sanford Fire dept. Results indicate static pressure of 67, residual pressure of 52, flow in GPM of 2105. Test. was performed on the two northern most hydrants along west side of existing uilding. Static and residual pressures taken at middle hydrant flow from northern most hydrant. Test effective at middle hydrant. (Aprox 450' from new addition at riser location) ® Storage throughout the addition is consistent with existing storage areas in previous phases. All types of furniture, generally upholstered, both encapsulated and un-encapsulated generally class IV type Commodities, all well within the listing for the K-25 ESFR sprinklers. Storage shall be on open pallet type racking and/or matching shelving with small platfornns maintaining 6" longitudinal and transverse flues as approved on previous phases. * Storage height to top of product shall not be closer than 36" to any sprinkler, and shall not exceed 30' roof deck shall not exceed 35' see K-25 ESFR listing for more specifics. * Fire hose stations shall be located throughout the interior of the storage addition in such a manner to bring the nozzle to bear within 30' of all storage (hoses are anticipated at 100' of hose lay;with 30' of spray per nfpa-13) Final hose station locations to be arranged based on final racking and floor plan. Hoses to be supplied from adjacent systems. SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS ! e v QUANTITY SPRINKLERS 1ST 2ND 3RD�SIN SIZE K TEMP MODEL 1 ;3 .4 I TOTT AL TYPE SYSTEM': TOTAL PER BUILDING -714-0 TOTAL THIS SHEET c �q GENERAL, INFO CODES USED NFPA 13, NFPA 24 TOTAL A/S '7 SYSTEM j LAO,Tt�""l DRA1k'N BY- TOOK CHECKED By, +}j L.J. SMITH P.E. 1 TOTAL A/S: , DATE_ OCT'OBER 10, 2003 SCALE_ AS NOTED AH,t CITY OF SANFORD CONTRACT � ,o�tn,e.r sr- TO M&H, TOMB 2"boMBDO A& MmkCl _ WITIt p o n o . e. r OMB o T0D 190MUCT-E9 IFMOZRIJ& F-P I ✓ r OF A- I COVER. SHEET A- 2 SHEET INDEX A- 3 RENDERING A- 4 ARCHITECTURAL SITE PLAN A- 5 PLAZA PLAN - PLAZA DETAILS A- 6 GUA-RD STATIONS & FENCE DETAILS A- 7 1/8" OFFICE FLOOR PLAN - SECTION "A" A- 8 1/8" OFFICE FLOOR PLAN - SECTION "B" A- 9 1/4" PARTIAL FLOOR PLAN - EXECUTIVE AREA, OF OFFICE BUILDING A- 10 1/4" PARTIAL FLOOR PLAN - ENTRY, LOBSY AREA OF OFFICE BUILDING A- 11 1/8" MANUFACTURING FLOOR PLAN - SECTION "C" A- 12 1/8" MANUFACTURING FLOOR PLAN - SECTION "D" A- 13 1/8" MANUFACTURING FLOOR PLAN - SECTION "E" A- 14 1/8" MANUFACTURING FLOOR PLAN - SECT -ION "F" A- 15 LIFE SAFETY PLAN A- 16 ROOF PLAN A- 17 EXTERIOR ELEVATIONS - OFFICE BUILDING A- 18 EXTERIOR ELEVATIONS - OFFICE BUILDING A- 19 EXTERIOR ELEVATIONS - MANUFACTURING PLANT 4 A- 20 EXTERI.CR ELEVATIONS - MANUFACTURING PLANT A- 21 C;:OSS--` ECT IONS THRU MANUFACTURING PLANT A- 22 WALL SECTIONS - AT ENTRY TO OFFICE A- 23 WALL SECTIONS - AT ENTRY TO OFFICE A- 24 WALL SECTIONS - AT ENTRY TO OFFICE I Li m I^ � a STRUCTURAL ENGINEERING SITE PLAN A- 25 WALL SECTIONS AT ENTRY TOFFICE O. S- I FOUNDATION & GROUND FLOCK F-RAA^iN`C'' FLAN, ES- 1 ENGINEER SITE PLAN - - OFFICE BLDG, SECTION "A" ES- 2 PLUMBING ENGINEERING SITE PLAN A- 26 WALL SECTIONS - OFFICE EXECUTIVE. AREA = CS- 2 FOUNDATION & GROUND 'FLOOR FRAMING PLAN, A- 27 WALL SECTIONS - OF-FIC'E: RESEARCH' ti DEVELOPMENT OFFICE BLDG. SECTION "B" ES_ 3 ELECTRICAL ENGINEERING SITE PLAN - A- 28 WALL SECTIONS - OFFICE: AT CARPORT, AREA S- 3 FOUNDATION & GROUND FLOOR FRAMING PLAN,``"' ' MFRG, PLANT SECTION "C" VV-:-^ �I y.VACvPLAN AREA "A" A- 29 WALL SECTIONS - OF.F-ICE; M15C4I.ANEOUS SECTIONS S- 4 FOUNDATION & GROUND F-LOOR FRAMING PLAN, -M- 2 HVAC PLAN AREA "B" A- 30 WALL SECTIONS - MAI'tUFA'CTURING PLANT ,MFRG, PLANT SECTION "D" � M- 3 HVAC PLAN AREA "C" A- 31 WALL SECTIONS - MANUFACTURING PLANT �- 5 FOUNDATION 8 GROUND FLOOR FRAMING PLATi, -_ MFRG, PLANT SECTION "E° ':`;_ 4 HVAC PLAN. AREA "D' A- 32 WALL S TiONS - MANUFACT_U.RING PLANT: DOCK AREA S- 6 FOUNDATION & GROUND FLOOR FRAMING "PLAN, _ 5 HVAC PLAN AREA "E" A- 33 WALL SECTIONS - MAiNlJF-AGT'URING-"Pt.ANT: DOCK AREA MFRG. PLANT SECTION "F" M- 6 HVAC PLAN AREA "F" A- 34 WALL TYPES: OFFICE BUILDING S- ROOF FRAMING PLAN, OFFICE BLDG . SECTION "A„ M- ? MECHANICAL EQUIPMENT ROOM A- 35 WALL TYPES: MANUFACTURING PLANTx S- 8 ROOF FRAMING PLAN, OFFICE BLDG, SECTION "B't M- 8 LIQUID PROCESSING PLAN A- 36 COLUMN PLAN DETAILS - OFFICE BU,ILDiNG - SECTION "A" $_ 9 ROOF FRAMIN+,., PLAN, MFRG.. PLANT SECTION "C" . M- 9 SCHEDULE & DETAILS A- 37 COLUMN PLAN DETAILS - OFF I :E BUILDING - S€CTlON "B" S- 10 ROOF F#�A!—%,,ING PLAN, MFRG. PLANT SECTION "D" M- 10 SCHEDULE & DETAILS A- 38 INTERIOR ELEVATIONS: OFFICE BUILDING S- 11 ROOF FRAMING PLAN, MFRG. PLANT SECTION "E" M- II DETAILS A- 39 JNTERiOR ELEVATIONS: MANUFACTURING PLANT 5- 12 ROOF FRAMING PLAN, MFRG. PsANT SECTION „F" 12 CF1I'LLED WATER FLOW D1?.GRAM A- 40 INTERIOR ELEVATIONS: MANUFACTURING PLANT S- 13 MISCELLANEOUS STRUCTURAL DETAILS .LYI1 #3.titi#G A- 41 I/4" FLOOR PLAN DETAILS: MANUFACTURING PLANT 5- 14, OFFICE SECTIONS & PRE -CAST DETAILS P- 1 PLUMBING PLAN AREA "A" A- 42 REFLECTED CEILING PLAN - OFFICE BUILDING - SECTION "A" S- 15 iS (T r, OFFICE SI=CTiOi� ,,HRiJ=. CLEF€STvR.Y) _ A- 43 REFLECTED CEILING PLAN - OFFICE BUILDING - SECTION "8" S- 16 OFFICE & CARP'ORT SECTIONS .P- 2 PLUMBING PLAN AREA "B" P- "a. PLUMBING PLAN AREA "C" A- 44 WINDOW & GLASS DETAILS S- 17 MFG'. PLANT SECTION & DETAILS R P- 4 PLUMBING PLAN AREA "D" A- 45 DOOR SCHEDULES $-, 18 MFRG, PLANT SECTIONS, & LETA,LS F- 5 PLUMBING PLAN AREA "F." A- 46 DOOR ELEVATIONS - DOOR HEAD & JAMB DETAILS CED PANEL LOCATION PLAN P- 6 PLUMBING PLAN AREA "F" A-'47 ROOM FINISH SCHEDULE - SECTION "A" & "B" S 20 TILT -UP PANELS P- 7 DETAILS & RISERS A- 48 ROOM FINISH SCHEDULE - SECTION "C", "D", "E" & "F" S- 21 TILT - UP PANELS P- 8 DETAILS & SCHEDULE A- 49 MIL LWORK DETAILS - MISCELLANEOUS DETAILS S- 22 -UP PANELS _:)TILT.. + P- 9 PLANS & RISERS S- 23 COLUMN &.BEAM SCHEDULES S- 24 GENE-RAL NOTES P- 1.0 ROOF PLAN • � Z� _ � t t i • t( Y 25 p ft - 1. f _ ' EL.EC,TRICAIL E- I LIGHTING PLAN - EAST OFFICE AREA E- 2 LIGHTING PLAN - WEST OFFICE AREA E- 3 POWER PLAN - WEST OFFICE AREA E- 4 POWER PLAN - EAST OFFICE AREA E- 5 LIGHTING PLAN MANUFACTURING AREA "C" E- 6 LIGHTING PLAN MANUFACTURING AREA. "D", E- 7 LIGHTING; POWER - MANUFACTURING AREA "E" E- 8 LIGHTING/POWER - MANUFACTURING AREA "F" E- 9 POWER' PLAN - MANUFACTURING AREA "C" E- 10 POWER PLAN - MANUFACTURING AREA "D" E- 11 ELECTRICAL DETAILS E- 12 ELECTRICAL DETAILS E- 13 FIRE ALARM & TELEPHO'',�E RISER DIAGRAMS E- 14 ELECTRICAL RISER DIAGRAM E- 15 PANELBOARD SCHEDULES E- 16 P•ANELBOARD SCHEDULES ;FIRE PROTECTION . 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"� s ..;.x • u.,•tw..`.tt,,',cs-c..+t:?..�. ��'• � •?'ir_,..:.c`i�' �`-fia�,-,�+ 'v"...z.' �'r.` "��':�^_ .-,�5?:.'._""'�1L.., R � u�'3,.'tw'�'•� "c ti'� str �- ti,�'j .sue 'ar:. ^s r . €', .r•aC3a, grew � �•h.'x=de.e' ..':;���+.S,-r`y i ..' r. ROOM -FINISH SCHEDULE ROOM NAME MARK FLOOR BASE WALLS CEILING CLG HT REMARKS RM NO A A A AAA A EXISTING EXISTING EXISTING EXISTING 9'-1" NONE B CARPET TILE VINYL PAINT ALL PAINT EXIST VARIES SEE NOTES CD E- cn C CARPET WALL COVERING 2X4 LAY -IN 11'-6' LOBBY FINISHES VARY - SEE DETS cr_ cn _ m -a D VCT EXPOSED EXPOSED 8'-0" ow_J _J Q cn -J '---' CD M JQQLIJJLu E 5/8 ° PTO GYP BD 9 ' —0 " F 10'-0" EXAMPLE G 13' -0" H NOTES: I. CARPET TILE IN B108, 8109, B110, & Bill TO BE CLEANED AND DAMAGED SECTIONS REPLACED W/ TILES FROM OTHER AREAS. AREAS WILL BE IDENTIFIED AS NEED ARISES. 2. COFFERED CL GS IN 8108, 8109, 8110, & Bill TO BE RESTORED WITH PARTS FROM OTHER CLG AREAS DESIGNATED FOR DEMOLITION. 3. BASE IN Bill TO BE REPAIRED AS REQUIRED AND NEW MATCHING BASE ADDED AT NEW PARTITIONS. 4. NEW PARTITIONS DESIGNATED WITH DIAGONAL CROSS HATCHING ARE 25 GA BY 3 5/8" METAL STUDS AT 16" O.C. W/ 5/8°.GYP BD BOTH SIDES AND TERMINATING AT THE CEILING. 5. DOORS SHOWN AT FULL 90 DEGREE SWING ARE NEW DOORS. EXISTING DOORS ARE SHOWN WITH 45 DEGREE SWING. •EXISTING DOORS MAY REQUIRE NEW COMPONENTS PARTICULARLY HARDWARE AND CHANGES TO DOOR AS A RESULT OF HARDWARE CHANGES. 6. NEW PARTITIONS AT ROOMS B12O & B121 AND NEW PERIMETER PARTITION AT OFFICE GROUP (8108,8109,8110) TO RECEIVE FULL THICK FIBERGLASS SOUND BATTS. 7. PATCH OPENINGS AND DAMAGED AREAS IN WALLS, CEILINGS, & FLOORS IN A MANNER THAT WILL MATCH EXISTING FINISHES OR PROVIDE A.SUITABLE SUBSTRATE FOR NEW FINISHES. 8. INSTALL In CHICKEN WIRE MESH BEHIND GYP BO WALLS & CEILING OF ROOM 8122. E.8 E.9 G { ' CON�EREWE ' Ii 100 � I { A) { L �a w Z H .J Z -] Q INE MATCH L - - - - - - - - - - - x - - - - - - - '- - I t 15 t 14' O . LOW MODULAR PARTITIONS (TYPICAL) TEMPORARY HALL 20-6 19-9 ' OWNER FURNISHED CONTRACTOR INSTALLED Bi07 ' ' ;' HALL ' I ( oil Bii9 B117 t ABBAAB B 106� O t I1 , I I, B121 B12o =_ ________________ _____ __-____- -------- TEMPORARY-a AABAAA S CK RM > > >� - f � , I ' Bi25 ' B119 e PARTITION I A I I AAAAAA t VAX P.C. LAB 00 00 _ . ,, �; IB121 ( B120 B1A1e BA' BBBCAB BBBCAB • , BREAK R OM I I I 011 ;; -, t t t I Bi23 I ' AABAC.A�,--� ' B1 8 B125 t {o n n n w�f it - - - - - - - - - - - - - - - - - - - - - - VEST i BA4 WOMEN MEN _ I t t t B123 AAAAAA 8118 B117 ' \/ I AAAAAA AAAAAA VAULT r h 1 r 1C� 1 REPRODUCTION B 124 B 128 DBBBBA JANITOR BBBCAB e122 B 113 i 11 i t_ I I tl_�4 AAAAAA�����{ Bl13 � tl i 4(B: j _ - - _ - t I t ,�K II Bl15 ' t I i I I B122 t ' I ABBDBB CONFERENCE B114 I ; ABBAAB HALL t I ENGR PARTS _ I B 115 B114 ABBBAB ' B13O B115 I ABBABA I B128O , B116 ' ELECTRICAL 5/80 FURRED GYP GYM BD CONFERENCE I B 129 I AT ALL WALLS THIS ROOM E EXTENDING FROM FLOOR TO UNDERSIDE B 1 1 6 ' AAAAAA OF ROOF & PLACED OVER A LAYER ABBAAB I NEST I OF CHICKEN WIRE 130 { A� BBAA B 8 5 - - q�3O 8129 - - - - - - - - - - - - - - - - - - - -_ - _ _�_B12A t `,\- i HR GYP BD ' t PARTITION IN ( EXISTING OPENING I 5/80 TYPE °X' EA SIDE 1 OF 3 5/B' MET STUDS t , B C ('2) E F AREA AREA . ! 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