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Home My WebLink About02-1594 BUILDING PERMIT Permit N! 1594 ~ LI 13 t '7, 7 BUILDING ~tJ'rO ELECTRICAL /57' PLUMBING p-t.' Date /O-.:lt;- O~ , , {1 ~4t. Property Owner: . ~4 ~. Job Address; 7' G I:. v, · Parcel I. D. , Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: DescriPtion of Work .~ e ,Radon Gas: Ex/:r/,-; - tt/J-~ ;4, 6e~ ~ ~-n..A. NO OCCUPANCY BEFORE C.O. FINAL C.O. ~- .J.- -03 .3 Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Inspector DATE l- J- I/:fo City License Registration # State Certified License# ~- Ir() Permit Fee 0 . .->II;...'"'. -~ - - ~ -~ Comp~_ Address Y'elephone# 1" if 1- 3"7 7.-~-B60 Valuation or Contract Price ~ ~ ;;I., f" (/, ~/. .;> 6?~S - ~I'~~ ELECTRICAL 1:1 ::L4-t1,/ PLUMBING*' J.p l./ MECHANICAL ~~(JS /.; lJi'lCU-Y r-:;t../n4' Ftr. Tp. Servo """11-1'1 -01 #-3 f) SLB ,/. II-,f"-~ L R(~.#'.70Breakers//I-K-p~ I(L~ /,.47P Pre SLB J'i: 11- , l..f ~ O~ H:S- b Rough In Tub Set Ducts Insl. ./ I J- 1'-1- 02 /lYD Lintel i j -;) 0-0 9'-' Meter Can Water Compressor FRM. ,/ I 1- I '-I /'01- l-#:fa Const. Pole Sewer Final ;:/,2 --7- 0 .3 Insul. CL Pool Final ./ ~.::7- c J Wl r/ Ii: l, -QZ- /.tJc Pre-Meter f"~W1I'''''Y-t2--'l7~~~c; I~U1 Final 7J--7Z, QFt1Art. ?lvVV\-lo. l;!-lq-(Jf)... Rl"'~ilro Driveway /' - /I,. 0 ~ life F P ;;-~ -(J 3 Ihoc a - (J . c~~ fJ--cl~ /1-7- 0:1 Rt'7) 1100 II bo 1/ e- (j.;.t.;v:' j}J)h ft1 ~ ch#' 1!.:L/.- / tJ -.2&/ - P L IZL'1, po REINSPECTION~ES: When extra inspection trips are necessary due to anyone of the following reasons, a charge f twenty-fivJJan,d }>0/1 0,0 ~lIar9.($~.~0) shall .9P made for each trip for~ach trade: I /~;.(.,..,.., ..... V'~C&...{ ~_ //- t; - t:J,:l /t-.c-~ //J2? a. rong Address ___ _ _ ,.1- b. Condemned work resulting from faulty construction. r ~ f n Tr ^""'~ - (( - /5- C12 R U:;;;, C. Repairs or corrections not made when inspection called. / d. Work not ready for inspection when called. '/ e. Permit not posted on job site. _ ,C.A {~(/ c(C ~ _ 11-21-(/ 2 i2 L f. Plans not at job site. r (Jd t <l--r r"'" ~ g. Work not accessible. TO ~.d~L %fJ/4 J 1~1'" BUILDING (JUl, ~nd: .?1'b~ c /e (' . "Tff~~. Sy(. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. /,?-3-r;W.1U;"'6 L~ ~ tb~ /:1J(- poc! u/-dfJ r:- 5 c~ ;/:J8 cr ,fLC( /;?~5 !9.?- /2 ~ 12- IJ ~/0 I j ~;2o I;; c;20 - / -7~o? 1- If(- OJ / -.3(-03 ,;2 -- 5~O '3 I;) - ~-o3 ') d,7-o, :5 L-h / ;&(/1" A (' I 5 LAb ~/)1 cflc0~tp--;&r p c,cl -~IS-(//~-I(tJt1 12L i r !/TO ( h'(IC!td!/ d- ~4~J ~ po; ,~LY 8()/1& &U-rI - kL:~ ~/.70 r ~!f ,I(L r ~ !I;TD 1~/lClI111/~ ~,I--uW;( c~~ -- ~ /Jlocve (!~/ I, Ylj' - ~L 't c/ /1 u 0 ;gh~ve ('<'flf) -_ IIJo /M-~ 4T dec, ,- /fLY ~.. !J~~~ ~i ~JAI/'0 r ~ - 57 r ( I'tvcf ,- I~ C '1 r Il'JCJ 117 -; --, If \e1vz5//€C (-(PLI/i%- ;fL~ /lJo llMEClOCKS/ NEW METER FOR CONTACTORS HOUSE SERVICE ~~~~~~~SE ~ {NEW HOUSE PANEL EXISTING BEAlLS NEW NON-FUSED~ ELECTRICAL 100A. 3-POLE, NEMA 3R DISCONNECT Cl 8 M --- ,R. 8~ SERVICE EP LG LH LD LD1HCR2 HB HA2 HA1 HeR1 c=r=J MSWB NOTE: INSTALL llMECLOCK (7-DAY, 24-HOUR W/ 16 HR. SPRING CARRYOVER) CONTROLLING A 4-POLE CONTACTOR. PROVIDE SEPARATE llMECLOCK/CONTACTOR FOR CONTROLLING PARKING LOT LIGHTING CIRCUITS SERVING BEALLS AND TRACTOR SUPPLY PARKING AREAS INDEPENDANTl Y. ROUTE CIRCUITS THROUGH THE CONTACTORS. DEVICES SHALL BE INSTAlLED IN NEMA 3R, LOCAKABLE ENCLOSURES. MOUNT DEVICES ADJACENT TO HOUSE PANEL. NEW SPLICE BOX AT REAR WALL EXIST. SPLICE BOX AT FRONT WAll 1 1/2" CONDUIT WITH 8-#10. 1- #10 G. 1 1/2" CONDUIT WITH 8-110, 1- #10 G. 1 1/4" CONDUIT WITH 3-#3. 1- 13 N. 100A, 3-P NON-FUSED DISCONNECT NEMA 3R o NE\v' HOUSE PANEL 100A MCB 480/277V 3-P, 4-\v' 20 SPACE TIMECLOCK & CONTACTOR FOR BEALLS PARKING AREA METER 1 1/4" CONDUIT WITH 3-#3. 1- #3 N. C, wi G. TIMECLOCK & CONTACTOR FOR TRACTOR SUPPLY PARKING AREA ROUTE PARKING lOT CIRCUITS THROUGH RESPECTIVE CONTACTOR 1 1/4" CONDUIT WITH 3-13, 1- 13 N. FROM UTILITY TRANSFORMER COORDINATE WITH ELECTRIC UTILITY FOR REQUIREMENTS 3/4' X 10'-0' DRIVEN GROUND ROD BOND TO BUILDING -==- GROUNDING SYSTEM - EXISTING CIRCUITS 1 1/2" CONDUIT WITH 8-110. 1- 110 G. TO PARKING LOT LIGHTING NEW HOUSE PANEL 100A MCB, 480/277V 3-PHA~E. 4-WlRE. 20 SPACE, NEMA 3R INSTALL (4) 20A. 2-POLE CIRCUIT BREAKERS FOR PARKING LOT LIGHTING CIRCUITS. ~ INSTALL (1) 20A, 1-POLE CIRCUIT BREAKER FOR SPARE INSTAU- 10'-0" X 3/4" DRIVEN GROUND ROD WITH /4" C. W/ , ~ G. TO HOUSE PANEL (.,l.Jto.J f,. - ""~ I '/s} 0 PROJECT, BEALLS ZEPHYRHILLS SK H1 A I PARKING LOT LIGHTING HOUSE PANEL FORNEY ENGINEERING. INC, Mechanical & Electrical Consulting Engineers 602 3rd St. E.. Bradenton, FL: 34208 Phone (941) 748-5884 Fax (941) 747-6240 TlMEClOCKS/ NEW METER FOR ~~g~T~g3~~S HOUSE SERVlCE~ LIGHTING {NEW HOUSE PANEL EXIS TlNG BEALlS NEW NON-FUSED~ ELECTRICAL 100A, 3-POLE, ---- NEMA 3R DISCONNECT 0 f1,..., -- ,I, 8~ SERVICE LD1HCR2 HB HA2 HA1 c==r=J HCR1 MSWB NOTE: INSTALL TlMECLOCK (7-DAY, 24-HOUR W/ 16 HR. SPRING CARRYOVER) CONTROWNG A 4-POLE CONTACTOR. PROVIDE SEPARATE TlMECLOCK/CONTACTOR FOR CONTROLLING PARKING LOT LIGHTING CIRCUITS SERVING BEALLS AND TRACTOR SUPPLY PARKING AREAS INDEPENDANlt Y. ROUTE CIRCUITS THROUGH THE CONTACTORS. DEVICES SHALL BE INSTALLED IN NEMA 3R, LOCAKABLE ENCLOSURES. MOUNT DEVICES ADJACENT TO HOUSE PANEL. NEW SPLICE BOX AT REAR WALL EXIST. SPLICE BOX AT FRONT WALL 1 1/2" CONDUIT WITH 8-#10, 1- 110 G. 1 1/2" CONDUIT WITH 8-110, 1- 110 G. 1 1/4" CONDUIT WITH 3-13. 1- 13 N. 100A, 3-P NON-FUSED DISCONNECT NEMA 3R o NE'w' HOUSE PANEL 100A MCB 480/277V 3-P, 4-'w' 20 SPACE TlMECLOCK &: CONTACTOR FOR BEALLS PARKING AREA METER 1 1/4" CONDUIT WITH 3-13. 1- 13 N. wi TlMECLOCK &: CONTACTOR FOR TRACTOR SUPPLY PARKING AREA ROUTE PARKING LOT CIRCUITS THROUGH RESPECTIVE CONTACTOR 1 1/4" CONDUIT WITH 3-13, 1- #3 N. FROM UTILITY TRANSFORMER COORDINA TE WITH ELECTRIC UTILITY FOR REQUIREMENTS 3/4' X 10'-0' DRIVEN GROUND ROD BOND TO BUILDING -==- GROUNDING SYSTEM - EXISTING CIRCUITS 1 1/2" CONDUIT WITH 8-110, 1- 110 G. TO PARKING LOT LIGHTING NEW HOUSE PANEL 100A MCB. 480/277V 3-PHASE. ,I.-WIRE. 20 SPACE, NEMA 3R INSTALL (4) 20A. 2-POLE CIRCUIT BREAKERS FOR PARKING LOT LIGHTING C!RCUITS. INS' ALL ('I) 20A, 1.-PC'LE CIRCUIT BREAKER FOR SPARE INSTALL 10'-0" X 3/4" DRIVEN GROUND ROD WITH ~~ G. TO HOUSE PANEl I ~ PROJECT. BEALLS ZEPHYRHILLS N A I SK H1 PARKING LOT LIGHTING HOUSE PANEL FORNEY ENGINEERING, INC. Mechanical &: Electrical Consulting Engineers 602 3rd St. E., Bradenton. Fl 34208 Phone (941) 748-5884 Fax (941) 747-6240 NOTE: INSTALL TIMECLOCK (7-DAY, 24-HOUR W/ 16 HR. SPRING CARRYOVER) CONTROLLING A 4-POLE CONTACTOR. PROVIDE SEP ARA TE TIMEClOCK/CONT ACTOR FOR CONTROWNG PARKING lOT UGHTING CIRCUITS SERVING BEALLS AND TRACTOR SUPPLY PARKING AREAS INDEPENDANTl Y. ROUTE CIRCUITS THROUGH THE CONTACTORS. DEVICES SHALL BE INSTALLED IN NEMA 3R, LOCAKABLE ENCLOSURES. MOUNT DEVICES ADJACENT TO HOUSE PANEL. ;/ !~-/o/-02- ( ~~ - ) . , - jJ ;e w~aLV~ q~ 6 rJuIA1X-. - I) j j '. dllar!- J{L-- D./<. ~ () 6 ~ . b.i~l" "-~ J;.LAJ..jL- r IL "..J)y,L p~c I ;JJ:.yr,: op;;h vIP f9~ ~. 1 1/4- CONDUIT WITH 3-/13. 1- #3 N. 100A, 3-P NON-FUSED DISCONNECT NEMA 3R METER fiJ 1/5q ~ TIMEClOCKS/ METER FO CONTACTORS E SERVlCER ~FOR HOUSE LIGHTING ~ (NEW HOUSE PANEL EXISTING BEALLS )N-FUSED~ ELECTRICAL 5-POLE, 5R DISCONNECT D 8 M --- ~ 8~ SERVICE LH LD LD1HCR2 HB HA2 HAl cr=J HeR1 MSWB NEW SPLICE BOX AT REAR WALL EXIST. SPLICE BOX AT FRONT WALL 1 1/2- CONDUIT WITH 8-#10. 1- 110 G. 1 1/2- CONDUIT WITH 8-110. 1- 110 G. o NE\v' HOUSE PANEL lOOA MCB 480/277V 3-P, 4-\v' 20 SPACE TIMECLOCK &: CONTACTOR FOR BEALLS PARKING AREA 1 1/4- CONDUIT WITH 3-/13. 1- #3 N. C. wi G. TIMECLOCK &: CONTACTOR FOR TRACTOR SUPPLY PARKING AREA ROUTE PARKING lOT CIRCUITS THROUGH RESPECTIVE CONTACTOR 1 1/4- CONDUIT WITH 3-#3, 1- /13 N. FROM UTILITY TRANSFORMER COORDINATE WITH ELECTRIC UTILITY FOR REQUIREMENTS 3/4' X 10'-0' DRIVEN GROUND ROD BOND TO BUILDING -== GROUNDING SYSTEM - EXISTING CIRCUITS 1 1/2- CONDUIT WITH 8-#10, 1- 110 G. TO PARKING LOT LIGHTING ~-"~ I rz,ll~ 1;';;- ~ NEW HOUSE PANEL 100A MCB. 480/277V 3-PHASE. 4-WlRE. 20 SPACE. NEMA 3R INSTALL (4) 20A. 2-POLE CIRCUIT BREAKERS FOR PARKING LOT LIGHTING CIRCUITS. INSTALL (1) 20A, 1-POLE CIRCUIT BREAKER FOR SPARE INSTALL 10'-0- X 3/4- DRIVEN GROUND ROD WITH 3/4- c. W/ I 6 G. TO HOUSE PANEL A I 1 - - I PARKING LOT LIGHTING HOUSE PANEL F'[]RNEY ENGINEERING, INC. Mechanical &: Electrical Consulting Engineers 602 3rd St. E., Bradenton, FL 34208 Phone (941) 748-5864 Fax (941) 747-6240 T1MECLOCKS/ NEW METER FOR ~g~T~~~~S HOUSE SERVlCE~ ~UGHT1NG {NEW HOUSE PANEL EXIST1NG BEALLS NEW NON-FUSED~ ELECTRICAL 100A. 3-POLE, ------- NEMA 3R DISCONNECT CJ 8,.., -- ... 8~ SERVICE LD1 HCR2 HB HA2 HA 1 eel HCR1 MSWB NOTE: INSTALL T1MECLOCK (7-DAY, 24-HOUR W/ 16 HR. SPRING CARRYOVER) CONTROlliNG A 4-POLE CONTACTOR. PROVIDE SEP ARA TE T1MECLOCK/CONT ACTOR FOR CONTROLUNG PARKING LOT UGHT1NG CIRCUITS SERVING BEALLS AND TRACTOR SUPPLY PARKING AREAS INDEPENDANTL Y. ROUTE CIRCUITS THROUGH THE CONTACTORS. DEVICES SHALL BE INSTALLED IN NEMA 3R, LOCAKABLE ENCLOSURES. MOUNT DEVICES ADJACENT TO HOUSE PANEL. NEW SPUCE BOX AT REAR WALL EXIST. SPUCE BOX AT FRONT WALL 1 1/2- CONDUIT WITH 8-110. 1- 110 G. 1 1/2- CONDUIT WITH 8-#10. 1- #10 G. 1 1/4- CONDUIT WITH 3-/13. 1- #3 N. 100A, 3-P NON-FUSED DISCONNECT NEMA 3R o NEW' HOUSE PANEL 100A MCB 480/277V 3-P, 4-W' 20 SPACE T1MECLOCK &: CONTACTOR FOR BEAllS PARKING AREA METER 1 1/4- CONDUIT WITH 3-/13, 1- /13 N. C, wi G. T1MECLOCK &: CONTACTOR FOR TRACTOR SUPPLY PARKING AREA ROUTE PARKING LOT CIRCUITS THROUGH RESPECT1VE CONTACTOR 1 1/4- CONDUIT WITH 3-#3, 1- /13 N. FROM UT1UTY TRANSFORMER COORDINA TE WITH ELECTRIC UT1UTY FOR REQUIREMENTS 3/4' X 10'-0' DRIVEN GROUND ROD BOND TO BUILDING -==- GROUNDING SYSTEM - EXIST1NG CIRCUITS 1 1/2- CONDUIT WITH 8-#10. 1- #10 G. TO PARKING LO} UGHT1NG 1Yh~ P/I&/i)l,/ NEW HOUSE PANEL 100A MCB, 480/277V 3-PHASE. 4-WlRE. 20 SPACE. NEMA 3R INSTALL (4) 20A. 2-POLE CIRCUIT BREAKERS FOR PARKING LOT LIGHT1NG CIRCUITS. INSTALL (1) 20A. l-POLE CIRCUIT BREAKER FOR SPARE INSTALL 10'-0- X 3/4- DRIVEN GROUND ROD WITH 3/4- C. W/ , 6 G. TO HOUSE PANEL PROJECT. BEALLS ZEPHYRHILLS SK H1 A I PARKING LOT UGHT1NG HOUSE PANEL FORNEY ENGINEERING, INC. Mechanical &: Electrical. Consulting Engineers 602 3rd St. E., Braden ton. FL 34208 Phone (941) 748-5884 Fax (941) 747-6240 TlMECLOCKS/ CONTACTORS NEW METER FOR ~FOR HOUSE HOUSE SERVICE LIGHTING ~ {NEW HOUSE PANEL EXISTING BEALLS NEW NON-FUSED~ ELECTRICAL 100A. 3-POLE. NEMA 3R DISCONNECT D 8 n -- ,'l, 8~ SERVICE EP LG LH LD LD1HCR2 HB HA2 HA1 HCR1 CLJ MSWB NOTE: INSTALL TlMECLOCK (7-DAY, 24-HOUR W/ 16 HR. SPRING CARRYOVER) CONTROWNG A 4-POLE CONTACTOR. PROVIDE SEPARATE TlMECLOCK/CONTACTOR FOR CONTROLLING PARKING LOT LIGHTING CIRCUITS SERVING BEALLS AND TRACTOR SUPPLY PARKING AREAS INDEPENDANTL Y. ROUTE CIRCUITS THROUGH THE CONTACTORS. DEVICES SHALL BE INSTALLED IN NEt.1A 3R, LOCAKABLE ENCLOSURES. MOUNT DEVICES ADJACENT TO HOUSE PANEL. NEW SPUCE BOX AT REAR WALL EXIST. SPLICE BOX AT FRONT WALL 1 1/2" CONDUIT WITH 8-110, 1- 110 G. 1 1/2" CONDUIT WITH 8-110, 1- #10 G. 1 1/4" CONDUIT WITH 3-13. 1- #3 N. 100A, 3-P NON-FUSED DISCONNECT NEt.1A 3R o NEIJ HOUSE PANEL 100A MCB 480/277V 3-P, 4-1J 20 SPACE TlMEClOCK & CONTACTOR FOR BEALLS PARKING AREA METER 1 1/4" CONDUIT WITH 3-#3. 1- #3 N. C. wi G. TlMECLOCK & CONTACTOR FOR TRACTOR SUPPLY PARKING AREA ROUTE PARKING LOT CIRCUITS THROUGH RESPECTIVE CONTACTOR 1 1/4" CONDUIT WITH 3-13, 1- 13 N. FROM UTILITY TRANSFORMER COORDINA TE WITH ELECTRIC UTILITY FOR REQUIREMENTS 3/4' x 10'-0' DRIVEN GROUND ROD BOND TO BUILDING -==- GROUNDING SYSTEM - EXISTING CIRCUITS 1 1/2" CONDUIT WITH 8-#10, 1- #10 G. TO PARKING LOT LIGHTING ~ '-z1II.{DV' NEW HOUSE PANEL 100A MCB, 480/277V 3-PHASE. 4-WlRE. 20 SPACE. NEMA 3R INSTALL (4) 20A, 2-POLE CIRCUIT BREAKERS FOR PARKING LOT LIGHTING CIRCUITS. INSTALL (1) 20A, 1-POLE CIRCUIT BREAKER FOR SPARE INSTALL 10'-0" X 3/4" DRIVEN GROUND ROD WITH 3/4" C. W/ , 6 G. TO HOUSE PANEL PROJECT, BEALLS ZEPHYRHILLS SK H1 A I PARKING LOT LIGHTING HOUSE PANEL F'DRNEY ENGINEERING, INC. Mechanical & Electrical Consulting Engineers 602 3rd St. E., Braden ton. F[ 34208 Phone (941) 748-5884 Fax (941) 747-6240 TlMECLOCKS/ CONTACTORS NEW METER FOR ~FOR HOUSE HOUSE SERVICE LIGHTING ~ (NEW HOUSE PANEL EXISTING BEALLS NEW NON-FUSED~ ELECTRICAL 100A. 3-POLE. NEMA 3R DISCONNECT D 8 n --- .!, 8~ SERVICE EP LG LH LD LD1HCR2 HB HA2 HAl HCRl CD MSWB NOTE: INSTALL TlMECLOCK (7-DAY. 24-HOUR W/ 16 HR. SPRING CARRYOVER) CONTROWNG A 4-POLE CONTACTOR. PROVIDE SEPARATE TlMECLOCK/CONTACTOR FOR CONTROWNG PARKING LOT UGHTlNG CIRCUITS SERVING BEALLS AND TRACTOR SUPPLY PARKING AREAS INDEPENDANTl Y. ROUTE CIRCUITS THROUGH THE CONTACTORS. DEVICES SHALL BE INSTALLED IN NEMA 3R, LOCAKABLE ENCLOSURES. MOUNT DEVICES ADJACENT TO HOUSE PANEL. NEW SPLICE BOX AT REAR WALL EXIST. SPLICE BOX AT FRONT WALL 1 1/2" CONDUIT WITH 8-110, 1- 110 G. 1 1/2" CONDUIT WITH 8-110, 1- #10 G. 1 1/4" CONDUIT WITH 3-13, 1- 13 N. 100A, 3-P NON-FUSED DISCONNECT NEMA 3R o NE'w' HOUSE PANEL 100A MCB 480/277V 3-P, 4-'w' 20 SPACE TlMECLOCK & CONTACTOR FOR BEALLS PARKING AREA METER 1 1/4" CONDUIT WITH 3-13. 1- 13 N. C. wi G. TlMECLOCK & CONTACTOR FOR TRACTOR SUPPLY PARKING AREA ROUTE PARKING LOT CIRCUITS THROUGH RESPECTIVE CONTACTOR 1 1/4" CONDUIT WITH 3-13, 1- 13 N. FROM UTILITY TRANSFORMER COORDINATE WITH ELECTRIC UTILITY FOR REQUIREMENTS 3/4' x 10'-0' DRIVEN GROUND ROD BOND TO BUILDING -:=- GROUNDING SYSTEM - EXISTING CIRCUITS 1 1/2" CONDUIT WITH 8-#10, 1- #10 G. TO PARKING LOT UGH~NG ~~ f1.J J,{ / 07-- -- NEW HOUSE PANEL 100A MCB. 480/277V 3-PHASE. 4-WlRE. 20 SPACE. NEMA 3R INSTALL (4) 20A. 2-POLE CIRCUIT BREAKERS FOR PARKING LOT LIGHTING CIRCUITS. INSTALL (1) 20A. l-POLE CIRCUIT BREAKER FOR SPARE INSTALL 10'-0. X 3/4. DRIVEN GROUND ROD WITH 3/4" C. W/ I 6 G. TO HOUSE PANEL PROJECT. BEALLS ZEPHYRHILLS A A I SK H1 PARKING LOT LIGHTING HOUSE PANEL FORNEY ENGINEERING, INC. Mechanical & Electrical Consulting Engineers 602 3rd St. E.. Bradenton, FL 34208 Phone (941) 748-5884 Fax (941) 747-6240 Tlt.1ECLOCKS/ NEW t.1ETER FOR CONTACTORS HOUSE SERVICE ~FOR HOUSE LIGHTING ~ {NEW HOUSE PANEL EXISTING BEALLS NEW NON-FUSED~ ELECTRICAL 100A, 3-POLE, NEt.1A 3R DISCONNECT CJ 8..., -- ~ 8~ SERVICE EP LG LH LD LD1HCR2 HB HA2 HAl HCRl CD MSWB NOTE: INSTALL Tlt.1ECLOCK (7-DAY, 24-HOUR W/ 16 HR. SPRING CARRYOVER) CONTROWNG A 4-POLE CONTACTOR. PROVIDE SEPARATE Tlt.1ECLOCK/CONTACTOR FOR CONTROWNG PARKING LOT UGHTlNG CIRCUITS SERVING BEALLS AND TRACTOR SUPPLY PARKING AREAS INDEPENDANTl Y. ROUTE CIRCUITS THROUGH THE CONTACTORS. DEVICES SHALL BE INSTALLED IN NEt.1A 3R. LOCAKABLE ENCLOSURES. MOUNT DEVICES ADJACENT TO HOUSE PANEL. NEW SPUCE BOX AT REAR WALL EXIST. SPUCE BOX AT FRONT WALL 1 1/2- CONDUIT WITH 8-#10. 1- #10 G. 1 1/2- CONDUIT WITH 8-#10, 1- 110 G. 1 1/4- CONDUIT WITH 3-#3. 1- 13 N. 100A. 3-P NON-FUSED DISCONNECT NEMA 3R o NEW' HOUSE PANEL 100A MCB 480/277V 3-P, 4-W' 20 SPACE TlMEClOCK &: CONTACTOR FOR BEALlS PARKING AREA METER 1 1/4- CONDUIT WITH 3-(13, 1- (13 N. C. wi G. TlMECLOCK &: CONTACTOR FOR TRACTOR SUPPLY PARKING AREA ROUTE PARKING LOT CIRCUITS THROUGH RESPECTIVE CONTACTOR 1 1/4- CONDUIT WITH 3-13, 1- (13 N. FROM UTILITY TRANSFORMER COORDINA TE WITH ELECTRIC UTlUTY FOR REQUIREMENTS 3/4' x 10'-0' DRIVEN GROUND ROD BOND TO BUILDING -==- GROUNDING SYSTEM - EXISTING CIRCUITS 1 1/2- CONDUIT WITH 8-110. 1- 110 G. TO PARKING LOT LIGHTING ~ ~ I z/16/ ()?.- . NEW HOUSE PANEL 100A MCB, 480/277V 3-PHASE. 4-W1RE. 20 SPACE. NEMA 3R INSTALL (4) 20A. 2-POLE CIRCUIT BREAKERS FOR PARKING LOT UGHTlNG CIRCUITS. INSTALL (1) 20A, 1-POLE CIRCUIT BREAKER FOR SPARE INSTALL 10'-0- X 3/4- DRIVEN GROUND ROD WITH 3/4- C. W/ * 6 G. TO HOUSE PANEL PROJECT. BEALLS ZEPHYRHILLS SK H1 A I PARKING LOT LIGHTING HOUSE PANEL F'DRNEY ENGINEERING, INC. Mechanical &: Electrical Consulting Engineers 602 3rd St. E.. Bradenton. FL 34208 Phone (941) 748-5884 Fax (941) 747-6240 Beall's 7425 Gall Blvd. SQ. FEET PRICE MAIN OR LIVING: $ 50.00 OTHER AREA UNDER ROOF: $ 25.00 OTHER: $ - VALUATION $ 1,250,000.00 FEE SHEET $ 3,182.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 4,773.00 CREDIT: $ - BUILDING LESS CREDIT: $ 4,773.00 ELECTRICAL: $ 200.00 PLUMBING: $ 157.00 MECHANICAL: $ 300.00 RADON: $ - TOTAL $ 5,430.00 SEWER: $ - WATER: $ - IRRIGATION: $ - TOTAL: $ - WATER METER:I $ IRRIGATION METER $ ~ I SUB-TOTAL $ 5,430.00 I - I - I SIPS:I $ 97.5% $ 2.5% $ TIF'S:I$ 99% $ 1% $ TOTAL: $ 5,430.00 I ,::0 -.~ %Si. 5r :80 C00c:-n-d3S , fJWH,l!JR' g liJ\~lS Beall r s, Ine. PIlONS (,IJN'I'^C'!~L4_Z::ill..~____ -_.....__.__.__..__........._~_.._-_._._-_._..__._- ,[flY 9 I'I'Pl I\DlJRR8S_7A25... .Ga.l.J_jUY.d..a___.~Jlh.Q!b.ills ~--.FL-__3354Q____________. _. ,.' ____ _ ._. C1T'l OH'. ZBlPUYRHlI.r,8 PERM!'!' APPIJIOA'rrON lun,laWJ UIIU,R'l'MIN'r 5JH 8~b 61TR!!!!'!, Zll'lIlrRRILLS, Fr, ]]540 Pbbihll 813 .'I811.0020 Fa", ,1l1:)-780-0021 c-- // _, () A D"TI UClBIVln Z_ LCt? ....-!- PI.INg nVI81f m --. -- n - --- [,E1GJ\L, rJIISCRIP'l'10rll 1.0'1'(S) ./ rAI\C1U. 1[J jl) . (OBTAIN P'ROtl PROP8RTY TAX W1Trr:II) }I C-.--- ..-- -;;;;, "'m .~~;;-.;,~T.";;.,~~;;:;;;:;-;---)(.~;;:;;;;:;;;;.-O;;;';;;;---;~~~1! ~~~ -z. I!- Jh OSIC]N L1 MOVIf ~ rJ8t10r.rSH / !:At t( .fJ\-/2~j /7--;? ~. PROPOSlllrl US~ I OBUr, P'J\MILY DIfIilLL We} CJMlll/l'I - FJH1L 1, l' tJfI OP' IIN I'CB I:J MOBIl, Hnl1m -~--_.-..._._._-... BLOCK .._----*-~ SUBIlIVISIOt! ----.--.-..,.--........---- Eit (~fJMMeJRC lJU, [] nWUS'l'RllU, [J SW 111M HlC1 POOJ, D (l'('IIKR rJIISCJUP'l'lOIl- lJ!' BlII r,rJtllO 8 HIli C1 R89'1'J\URAN'!' & HBAUl'II f.1BPAR'rMJU1'l' APPROVAl, NOn, C~~-~\~\N.<><'~~JlA!"bo ~y...!. M.rT.~ SQ{/A~II FCJ()TAQI! 7 ~ 000 IUIJBIIJIlU'rrAI,: 1:(Jt1~lElRU!AI'1 A'!"l'ACIf (J) PLOT PI,Ans & (J) SEll's OJ!' BIIIlI!JWG PI,AI<IS r. (1 J sa'r IINI!:ROY J!'OR~IS_ A'I"rAt!1l (3) BBTs OP' Burr.rJIN!3 PLAItS &, (J) seT .tlllllC]Y J!'ORMS. PI1.0PIIR'tY suil.Vgy RBQIJrRlln l"ClR ALJ, NI!lW ('ONSTRflr.:TIrm, 111111111'1' ..__._._.....,.~..- ------._ AMP S2RV tel!l . [J ~ '311 ~_~:~~_____ J!--/).. ~.-. -l-.-~r/, '!'(l'l'AI, Cllt!S'!'RUC'fIOll , " f) tZfu CI ...,,\~ ~ OF' MEClfAflC!IAf, WS'J'AJ,[,jI,TLOU V' ~ P'UJRIllA POWER ~UTr.flnJ(l j<( Jl1I.a:C'l'Iu.clIL, ~ I?l,lIMB HI() )If. t1BlCHII1I rCAr, 11 (~AS YROOFUlc] ~gmu1'-tLJmQQI!ITlllD oS - .0 ~ l+-~_~~A[,lJ~.TION OF $"'-"--_n___ VAJ,UJ\'fIoN [J SPS:C1AJ,'ry lJ O'I'IlIllR TYPS: OF c~jNS'l'Rllr:'r10N ';RL BJ.oCK 0 FRAME l' WCE>IIEP l"J,(,JOR SJ.P!VA'1'WNS ~~ \'7\'\ ~ ]i( STE!;;r. [j 0'1'111111. IS ~R()Ja:(-'T IN FLOor) 2:01111 AfllfAO Ylls 'j<( tlO .. .... J~ co. MPAm- VilCintyre ElwelI ~riDllller ~~!:~_ Contractors, Lv s'rA'rll C'I!RT OR llllflIS'l' /I ..g;c023~______.___ --- -- C!['ry PRO(7BSSING fI_~~___'""___",h__ Rlwe1l Vice residen~ ~....~..\...,.....................,.................... Inc. S J lllJ.lI'l'tJR I!I _ -------------- COMPANY______"'_~________.._._~_,_ STATU CElt'!' DR R8rHS1' II CITY PROCKBStNG " -------.........- ---.'--.. li't,lJ61aIR .................................................................. -._---...._.._--~_..._. ..- S 1 l311A'I'URII 1~' r.o r ,. . ... !- - . ---- ,----;> . ,-;). r:()~1PJ\NY~!lf2~__._r-:..i.1:IZ____o_u... __'. . S'1'1\T8 f1S:RT OR Ri(HS'l' 11_____________.~_.___,. CIl'Y PROCIIlSSINll " . . . .. . ... . . " . . . .. . . . . .. . . . .... . . . . . . . . . .~..... . . . ..... .. ,.. .. . . . '0' · . . _' NBUKANIC!AL c:OMPl\tIY-_:;-.aJ~_Ll:2E"i2.IL.:5.J!L...._ _ '____ S'I'IIT!!: (~IIR'r OR RI!ICH8'1' jl ,,"".."'.. .~' ~ < dtt-tU/! ~"'- ~ '" 1'Y ""0,,,,,,, '.),6 0 S:~1:JL-=:'-:_:~-=.: ------..-......-----.--....--.-..-.... UTlflll COMPANy --- .-----.--- STATE [~iRT-(iitl\iiJ'IiT'ii-.- -, -.--.. -'- --. -____ _ _..' _n .. ... S[()Nl\'J'llRIll '-----_____.__ (!ITY PRnCessum II --....-.---'---.-.----T--... ................................................................. ................................................................. ---...-.-.-.....-.---...... l 'd 9l8l'ON SllIH~AHd3Z 30 All) fmr:L ZOOl 'il rJ3S FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 - Commercial Building Compliance Methods FORM 400D-01 Renovations & Systems Prescriptive Method ALL CLIMATE ZONES ZEPHYRHILLS Zone: 4 Building Classification: Building Permit No.: Permitting Office: Jurisdiction No_: Ze h rhills 611600 BUILDING INFORMATION WALLS ROOF/CEILING FLOORS DOORS GLASS TYPE U AREA TYPE IU AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete ICBS N A Under Attic T 1If I A Slab-on-orade KfT7S: Wood N I A S,nnle, wa!l NTi1 Wood frame Sinole Assemb;v I Raised Wood Metal Double. wall Metal frame Other: I Raised Concrete Insulated Sinnle. roof Insulation R-value InSulation R.vaJue I Insulation R-va]ue Other I Double_ roof SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUtH TYPE Unitary & Heat Pump Central & Heat Pump Electric <65.000 Btu/h _SEER li/-A <65,000 Btuth _ HSPF N/-A- Resistance ~ ~65.000 Btu/h _EER _IPLV - 2:65_000 Btu/h _COP - Dedicated Heat Pump 0 Water cooled _EER _IPLV - Water cooled _COP - Gas Evaporatively cooled _EER - Evaporatively cooled _COP - Natural 0 PTAC _EER - Electric Resistance _COP - LPG 0 Chiller _COP _IPLV - Gas/Oil (circle one) HRU 0 Gas heat pump _COP - <225_0001300_000 Btulh _ AFUE - Other: 0 Other: - - - ~225.0001300,000 Btu!h _E, - LIGHTING Total Lighting Wattage 116990 1.59 I SIZING CALCULATION I DUCTS R-value b = (II required) ~ Location Cond. S1 Total Conditioned Flocr Area 73467 Watts!sq.ft A !tach ed ace PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components Section I Requirements I Check Operations Manual 102_1 i Operations manual will be orovided to owner_ 1\: Windows 406.1 I MaXimum of _3 cfm per sq.ft of window area. V Doors 406.1 ! Maximum cf 1.2 cfm per sq.ft. of door area X JointsiCraCKs 406_1 ! To be caulked, gasketed. weatherstripped or otherwise sea!ed. V Reheat 407_1 I Electric resistance reheat prohibited X Ventilation I 409.1 I Supplied with read;jy accessibie switch for shut.off and/or volume reduction when ventilation is not required. v HVAC Efficiency 4071.408.1 I Minimum efficiencies - Heating: Tables 4-7.4-8_ 4-9. Cooling: Tables 4-3_ 4-4, 4-5, 4-6. X HVAC Controls 407.1 Separate readily acceSSible manual or automatic thermostat for each system_ v HVAC Ducts 410.1 I Air dCicts_ fittings. mechanical equipment and plenum chambers shall be mechanically attached, sea~ed. insulated I and installed in accordance with the critena of section 410.1 X Balancing 410.1 I HVAC distribution system(sl tested and balanced X i Piping InsuJaLon 411.1 I I n accordance w!th Table 4.11. r;:- \/Vater Heaters 412.1 I Automatic e!ectnc storage water heaters $120 gallons and gas & oil fired storage water heaters ,5;75.000 Btuih shall meet i performance requirements in Table 4-12 Elec1nc >120 ga!lons: standby loss <;_30+27N,. Gas >75.0CO. Oil >105.000: E. .78, X i Standby loss <; 1.30+114/V,. Gas. Oil > 155,000. E78_ Standby loss ~ 1.30+95N, Swimming Pools 4121 ! Spas & heated pools must have cevers. Non.commerc:al pools must have pump t;mer. Gas spa!!. pool heaters must N/A & Spas j have a minimum thermal efficiency of 78(}!o Hot Water Pipe 4121 i Plp,ng heat loss is limited to the leve's.n Table 4-11 for Circulating systems and the first 8- of pipe from a storage Insulation , tank X I,-Vater Fixtures 412.1 I Shower head water fiow restncted to maXimun1 of 25 gpm at 80 psi. Toilets meet 42CFR 6295(kl. PUbiic lavatory fixture I I rnax:num flow of .5 gprn; or !f self-eiasing v':iive. .25 gallon c:reu!~Hing, .5 gal!on non.c:rcu1ating X Ught. ng "1415.1 Bafi':'1sls ~,:)ajl have Power Factors no Jess than .90 I X -- If required by ~iorica ~3'N. I hereby certfy tr;;l tr,b S'istem design is in compii8>iCe w;tr, the F!orida Energy Code. Registration No ARCHITECT PET~.~__.J. Hl;SC;UTT u . 0014928LFL E LECTRI CA ,_ S'~S~~-M DES IG.~~~. ___BRyii{__~_~==iAr=~::=.E~=E=~==========================================.?!~=EtJlE~=================== L I G HTIN G SYSTEM DESIGN ER _____BRYAtLP_~__ZAE.F_..-J>-LE...-_______ -------------______________________4.6.1_4J_Lf1__________________ MEC HAN ICA,- SYSTEM DESIGNER. .. ... G ERARD ..._L~.ABRAMS. ... ..P..E.____ _ _ ...... .._ .__ _.___.. __________ m___.. 4.2 7.8_6.lF.L__._____ _ __.. ...__. PLurvlBINGSYSTEMDESIG~IERn___GERARD__L.~ ABRAMS. _P~E. __ _ _ _ _ _ _ _ 4_Z78f?}FL _ ___ _ _ OWNER AGENT: _..______...___._._..__.......... _............_______nn DATE' DATE: ~~~~l.)b~~~rti~:i that~:> thE; PIa." iJ.' rd sner:2.if.i.ca::..... s. ./"7.0 C'.:.'; /"O:;!.j b~.' :h~)..o.aICU!?!i~r~ are in c.cmp'i." !~ce W.itl~... th." r.c"cc"'lt::....rgJ Cod... ~ PREPARED BY: . DATE: '7- 6 - O-Z- I hl';r~)by certify th;t-'ih-;s t;~Ti~ji;g.-:~.i~-c~-~~i-;,T,~.~.~.; ~,":iih-(h'~" ~i;~ic~ ~E;~~gy-C~de .--..-. __...._.u. - -- --- FORM 4000-01 Building Component Efficiency Required Value Installed Fenestrations: Climate zones 1.2.3 U-0_87 Climate zones 4.5.6,7,8,9 0_61 SHGC >1'OH U=O.87 0.48 SHGC no OH Wall: Masonry Climate zones 1,2,3 R-7 EXISTING Climate zones 4,5.6,7,8,9 R-5 Wood frame - all zones R-11 TO Metal frame - all zones R-13 REMAIN Roof: EXISTING Built-up TO Climate zones 1.2,3 R-16 Climate zones 4,5,6 R-14 REMAIN Climate zones 7,8,9 R-12 Attic or Orop ceiling All zones R-19 Floor: Slab-on-Grade R-O EXISTING Raised Wood R-19 TO Raised Concrete R-7 REMAIN Infiltration Code minimums per EXISTING sec. 406.1 _ABCO.1 Cooling System Code minimums per EXISTING TO sec. 407.1 _ABCO_3 REMAIN Heating System Code minimums per EXISTING sec. 408_ 1.ABCO_3 TO RF.MATN Ducts Code minimums per sec_ 410_1_ABCD.2 R6 - MINIMA ~ Piping Code minimums per U=O.28 sec_ 411 _ 1 _ABCD.1 Domestic Hot Water Code minimums per EF=O.92 sec_ 412_ 1.ABCD Motors Code minimums per EXISTING sec_ 413_ 1 _ABCD TO REMAIN Lighting UPD: W/sJ_ per Table 4-16 1. 93 MORE Controls: 1 _ Two banks per space with THAN TWO separate manual controls; or BANKS PER 2. One occupancy SPACE sensor per space (or other automatic control) 1 _ Code minimums shall be met for components being retrofitted with new equipment. 2_ Repairs to equipment need not meet Code and should not be construed to require a replacement of equipment 3_ Where existing components, such as ducts or electrical wiring, are utilized with a replacement system, such existing components need not be replaced_ .2- ALL CLIMATE ZONES -' GLOBAL FIRE ENGINEERING Global Fire Engineering P.A. 8450 Linger Lodge Road Bradenton Florida 34202 941-758-2551 Job Name Building Location System Contract Data File BEALLS ZEPHYRHILLS ZEPHYRHILLS, FLORDA BEAZ-01 1560-02 BEAZ-01.WX1 ~1 Comnlltp.r Proarl'lms hv Hvdrl'lft:u: Inc:. ROlltp. 111 Windhl'lm N_H_ USA 030R7 Global Fire Engineering P.A. BEALLS ZEPHYRHILLS Page Date 1 08/23/02 Hydraulic Desiqn Information Sheet Name - BEALL'S ZEPHYRHILLS Location - ZEPHYRHILLS, FLORDA Building - Engineer - GLOBAL FIRE ENGINEERING Calculated By - NJH Construction: ( ) Combustible (X) Non-Combustible Occupancy - RETAIL SALES Total No. of Floors - 1 Area Per Floor - N/A Date - 08/26/02 System No. - BEAZ-01 GFE Job No. - 1560-02 Drawing No. - FP1.2 Ceiling Height - 14'-0 S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () Ex.Haz. NFPA 231C () Figure Curve Made By Date Area of Sprinkler Operation - 1500 Density - 0.2 Area Per Sprinkler - 121 Elevation at Highest Outlet - 14'-0 Hose Allowance - Inside - 0 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model A Size 3/4" K-Factor 8.0 Temp. Rat.-'aJcl D E S I G N Hose Allowance - Outside - 250 Note Calculation Surrunary Flow Required - 616.7 Safety Margin - 8.9 C-Factor Used: 120 Press Required - 46.7 At Test Overhead 140 Underground W A T E R Water Flow Test: Date of Test - 8/06/02 Time of Test - 8:45 AM Static Press - 58 Residual Press - 51 Flow - 1124 Elevation - 2-0 Pump Data: Elec. ( ) Deisel ( ) Rated Cap.- @ Press Elev. Tank or Reservoir: Cap. - Elev.- S U P P L Y Well Proof Flow Location - HYDRANT AT THE BACK OF THE EXISTING BEALL'S Source of Information - GLOBAL FIRE ENGINEERING, PA (NATHAN HATCHER) COmOlJtp.f Proar::lm!l bv Hvdr::ltp.c Inc_ ROlltp. 111 Windh::lm N_H_ URA 030El7 The maximum velocity is 20.68 and it occurs in the pipe between nodes 112 and 113 Comoutp.r Proaraml'l hv Hvdratp.c Inc. Routp. 111 Windham N.H. U~A 03087 . Final Calculations - Standard Global Fire Engineering P.A. BEALLS ZEPHYRHILLS Hyd. Ref. Point Qa Dia. "e" Pf/UL Page 3 Date 08/23/02 Fitting Pipe Pt Pt or Ftng's Pe Pv ******* Notes ****** Eqv. Ln. Total Pf Pn Qt 101 21.17 1.049 8.500 7.000 K Factor = 8.00 to 120 0.0 0.0 102 21.17 0.1446 8.500 1.229 Vel = 7.859 102 22.94 1.38 10.000 8.228 K Factor = 8.00 to 120 0.0 0.0 103 44.11 0.1479 10.000 1.4 79 Vel = 9.462 103 24.93 1.38 11.000 9.707 K Factor = 8.00 to 120 0.0 0.0 104 69.04 0.3386 11.000 3.725 Vel = 14.809 104 29.32 1.61 11.000 13.432 K Factor = 8.00 to 120 0.0 0.0 105 98.36 0.3077 11.000 3.385 Vel = 15.501 105 32.81 1.61 1T 8.000 8. 000 16.817 K Factor = 8.00 to 120 8.000 0.0 106 131.17 0.5241 16.000 8.385 Vel = 20.672 106 0.0 2.067 1T 10.000 0.667 25.202 to 120 10.000 0.072 107 131.17 0.1552 10.667 1.656 Vel = 12.541 0.0 131.17 26.930 K Factor = 25.28 108 21.18 1.049 8.500 7.008 K Factor = 8.00 to 120 0.0 0.0 109 21.18 0.1447 8.500 1.230 Vel = 7.863 109 22.96 1.38 10.000 8.238 K Factor = 8.00 to 120 0.0 0.0 110 44.14 0.1480 10.000 1.480 Vel = 9.468 110 24.94 1.38 11.000 9.718 K Factor = 8.00 to 120 0.0 0.0 111 69.08 0.3390 11.000 3.729 Vel = 14.818 111 29.34 1.61 11.000 13.448 K Factor = 8.00 to 120 0.0 0.0 112 98.42 0.3081 11.000 3.389 Vel = 15.510 112 32.82 1.61 1T 8.000 8. 000 16.836 K Factor = 8.00 to 120 8.000 0.0 113 131.24 0.5246 16.000 8.394 Vel = 20.683 113 0.0 2.067 1T 10.000 0.667 25.230 to 120 10.000 0.036 114 131.24 0.1553 10.667 1.657 Vel = 12.548 0.0 131.24 26.923 K Factor = 25.29 115 33.63 1.38 11.000 17.673 K Factor = 8.00 to 120 0.0 0.0 116 33.63 0.0895 11.000 0.985 Vel = 7.214 116 34.56 1.61 11.000 18.657 K Factor = 8.00 to 120 0.0 0.0 117 68.19 0.1563 11.000 1.719 Vel = 10.746 117 36.11 1.61 1T 8.000 8.000 20.376 K Factor = 8.00 to 120 8.000 0.0 118 104.3 0.3429 16.000 5.487 Vel = 16.437 ComnlJtp.r Proaraml'; hv Hvdratp.r. lor.. ROlJtp. 111 Windham NH USA 030R7 Fina' -Calculations - Standard Global Fire Engineering P.A. BEALLS ZEPHYRHILLS Hyd. Ref. Point Oa Dia. "Crt Pf/UL Page 4 Date 08/23/02 Fitting Pipe Pt Pt or Ftng's Pe Pv ******* Notes *.*.*. Eqv. Ln. Total Pf Pn Ot 118 0.0 2.067 1T 10.000 0.667 25.863 to 120 10.000 0.0 119 104.3 0.1015 10.667 1.083 Vel = 9.972 0.0 104.30 26.946 K Factor = 20.09 119 190.63 4.26 1E 13.167 19.250 26.946 to 120 13.167 0.0 120 190.63 0.0092 32.417 0.297 Vel = 4.291 120 0.0 4.26 1E 13.167 4.000 27.243 to 120 13.167 2.166 121 190.63 0.0091 17.167 0.157 Vel = 4.291 121 0.0 4.26 46.750 29.566 to 120 0.0 0.0 122 190.63 0.0092 46.750 0.428 Vel = 4.291 122 0.0 4.26 1E 13.167 14.583 29.994 to 120 13.167 0.0 123 190.63 0.0092 27.750 0.254 Vel = 4.291 123 0.0 4.26 1E 13.167 5.167 30.248 to 120 13.167 0.0 124 190.63 0.0092 18.334 0.168 Vel = 4.291 124 0.0 4.26 1E 13.167 10.500 30.416 to 120 13.167 0.0 125 190.63 0.0092 23.667 0.217 Vel = 4.291 125 0.0 4.26 1T 26.334 5.167 30.633 to 120 26.334 0.0 126 190.63 0.0091 31.501 0.288 Vel = 4.291 126 0.0 4.26 1E 13.167 75.083 30.921 to 120 13.167 0.0 127 190.63 0.0092 88.250 0.808 Vel = 4.291 127 0.0 4.26 3E 13.167 46.583 31.729 to 120 39.501 0.0 128 190.63 0.0092 86.084 0.788 Vel = 4.291 128 0.0 4.26 1E 13.167 37.583 32.518 to 120 13.167 0.0 129 190.63 0.0092 50.750 0.465 Vel = 4.291 129 0.0 4.26 1E 13.167 4.667 32.983 to 120 13.167 0.0 130 190.63 0.0091 17.834 0.163 Vel = 4.291 130 0.01 6.357 0.500 33.146 to 120 0.0 0.0 139 190.64 0.0020 0.500 0.001 Vel = 1.927 0.0 190.64 33.147 K Factor = 33.11 119 -86.34 4.26 11.000 26.946 to 120 0.0 0.0 114 -86.34 -0.0021 11.000 -0.023 Vel = 1.943 114 131.24 4.26 11.000 26.923 to 120 0.0 0.0 107 44.9 0.0006 11.000 0.007 Vel = 1.011 Comollter Proar;:Jms bv Hvdr;:Jtec Inc. ROllte 111 Windh;:Jm N.H. URA 03087 Final-Calculations - Standard Global Fire Engineering P.A. BEALLS ZEPHYRHILLS Page 5 Date 08/23/02 Hyd. Ref. Point Oa Dia. "C' Pf/UL Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn .'.***** Notes ****** Ot 107 131.17 4.26 21.667 26.930 to 120 0.0 0.0 131 176.07 0.0079 21.667 0.171 Vel = 3.963 131 0.0 4.26 1E 13.167 47.250 27.101 to 120 13.167 0.0 132 176.07 0.0079 60.417 0.478 Vel = 3.963 132 0.0 4.26 1E 13.167 4.833 27.579 to 120 13.167 2.166 133 176.07 0.0079 18.000 0.142 Vel = 3.963 133 0.0 4.26 1E 13.167 42.750 29.887 to 120 13.167 0.0 134 176.07 0.0079 55.917 0.442 Vel = 3.963 134 0.0 4.26 109.667 30.329 to 120 0.0 0.0 135 176.07 0.0079 109.667 0.867 Vel = 3.963 135 0.0 4.26 1E 13.167 101.583 31.196 to 120 13.167 0.0 136 176.07 0.0079 114.750 0.907 Vel = 3.963 136 0.0 4.26 1E 13.167 6.000 32.103 to 120 13.167 0.0 137 176.07 0.0079 19.167 0.152 Vel = 3.963 137 0.0 4.26 1E 13.167 40.167 32.254 to 120 13.167 0.0 138 176.07 0.0079 53.334 0.422 Vel = 3.963 138 0.0 4.26 1T 26.334 33.167 32.676 to 120 26.334 0.0 139 176.07 0.0079 59.501 0.470 Vel = 3.963 0.0 176.07 33.146 K Factor = 30.58 139 366.71 6.357 1E 17.603 5.500 33.146 to 120 17.603 0.0 TASR 366.71 0.0044 23.103 0.101 Vel = 3.707 TASR 0.0 6.357 1S 40.235 12.917 33.248 to 120 1G 3.772 79.213 5.630 MNF 366.71 0.0044 1E 17.603 92.130 0.403 Vel = 3.707 1Z 17.603 MNF 0.0 6.357 1T 37.720 7.000 39.281 to 120 37.720 0.433 1AFF 366.71 0.0044 44.720 0.196 Vel = 3.707 1AFF 0.0 8.27 1E 28.468 5.000 39.909 to 140 28.468 1.732 BASE 366.71 0.0009 33.468 0.031 Vel = 2.190 BASE 0.0 8.27 3E 28.468 12.000 41.672 to 140 85.404 -2.599 BKF1 366.71 0.0009 97.404 0.089 Vel = 2.190 BKF1 0.0 8.27 8.000 39.163 to 140 0.0 7.000 Fixed loss = 7 BKF2 366.71 0.0009 8.000 0.007 Vel = 2.190 ComolJtP.r Proaraml; bv HvdratP.c Inc. ROlJtP. 111 Windham N.H. USA 030R7 FinarCalculations - Standard Global Fire Engineering P.A. BEALLS ZEPHYRHILLS Page 6 Date 08/23/02 Hyd. Ref. Point Qa Dia. Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf pt Pv Pn *.***** Notes ****** "C" Qt Pf/UL BKF2 0.0 8.27 1G 6.326 160.000 46.170 to 140 1T 55.354 61.680 0.433 TEST 366.71 0.0009 221.680 0.202 Vel = 2.190 250.00 Qa = 250.00 616.71 46.805 K Factor = 90.14 C:omolltp.r ProarAml; hv HvdrAtp.~ In~_ ROlltp. 111 WindhAm N_H. USA O~OR7 Fitti,,:,gs Summary Global Fire Engineering P.A. BEALLS ZEPHYRHILLS Page 7 Date 08/23/02 Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch ComolJtp.r Proar~m~ hv Hvdr~tp.~ In~. ROlJtp. 111 Windh~m N.H. USA 030R7 Fitti!19S Summary Global Fire Engineering P.A. Page 8 BEALLS ZEPHYRHILLS Date 08/23/02 Unadjusted Fittings Table 1/2 3/4 1 1/4 1 1/2 2 21/2 3 31/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 a 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P a 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 r.omolJtp.r Prooraml'l hv Hvdratp.r.lnr.. ROlJtp. 111 Windham N.H. USA 03087 N Q M ~ 00 mo Q) Q) Cl..- <ll <ll n..O <C a.:oo Cl-l C-l .t: I ~a:: .5 >- Cl::r: cn.. Ww ~N iLoo - -l <ll-l ..0< ..Qw <9aJ ::E n.. --<9 OOOO~ n..n..N 00.......... 1.01.0..... ..~.. :l Q)en ....en:: ~~..Q :gn..u. >'0: (ij (ij o.u-5-5 0.._ "_ "_ ~:s:g:g .... 00 a:: a:: CD I I I 1;;.....NN 3:UUU ~ (3 ::E -::ECi5n.. ::E_ oon.. <9 n..oo n..<9n.. :!:C>n.. OO~~ fu.....m <01"-00 1"-00 ~c.O . oc.O~ I"-<O~ 1.0.....00 M N<O .0.. .. .. .. .. .. ~ "C :l C en <ll ::en -E ..Q~-"CQ) cu.n..~cO C ~EE(3~E.a, <ll Q) Q)'~ Q).... >..-..-"CQ)..-<ll ~ ~~<O~:!: woo 00 --00 ~ ",:g:g,~ .....NNOOM<ll o OO::r:::r:O 00 ('II 0 0 ~ ..... . c'r---- .... 0 ............ C .......... ~ o o 00 ..... ,..... ex) 0 (\') 0 0 < 0 en <0 => ..... ::C Z E co .I::. 'C c: ~ ,.. 0 ,.. 0 ,.. ~ .sl ..... :l 0 a:: c..i .5 u 1.0 Q) ~ T!! 0..... ~ 0< :c ~Z >. - .0 3: Ul E 0 ~ -l ~ U. Cl. .... 0 .sl 0 :l 0 C. ..... E 0 (,) o o 00 o o <0 o o 'V o o N o 1.0 ..... o ~ ..... o M ..... o 0 N ..... ..... ..... o 00000 ..... m 00 I"- <0 W 00 00 :J a:: o 1.0 W o ~ o M Cl. a:: o N o ..... CENTRAL A 2-01 Model A 11 ~ & 8.Q K-factor Standard Response Standard Coverage Upright & Pendent Pendent Fusible Solder Type Automatic Sprinkler Tyco Fire Products --- www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA Customer Service/Sales: Tel: (215) 362-0700 I Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 1 Fax: (800) 791-5500 ~ General U Description -_/ The Central Model A Upright & Pendent Automatic Sprinklers are standard response - standard coverage, fusible solder type spray sprinklers designed for use in light, ordinary, or extra hazard, commercial occupancies such as banks, hotels, shopping malls, factories, refiner- ies, chemical plants, etc. These sprinklers are available with wax and lead coatings that may be utilized to extend the life of copper alloy sprinklers beyond that which would othenNise be obtained when exposed to corrosive atmospheres. Although wax and lead coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. Operation: A fusible alloy is sealed into a bronze actuating rod (center strut) by a stainless steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releasing the !\vo ejectors and operating the sprinkler. WARNING The Model A Upright & Pendent Sprin- klers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction Failure to do so may impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition The installing contractor or sprinkler manufacturer should be contacted relative to any questions. ~ Technical ilIII Data Sprinkler Identification Number SIN C1211 - A Pend (K=2.8) SIN C1111 - A UP (K=2.8) SIN C2211 - A Pend (K=4.2) SIN C2111 - A UP (K=4.2) SIN C3211 - A Pend (K=S.6)* SIN C3111 - A UP (K=S.6)* SIN C4211 - A Pend (K=8.0)* SIN C4111 - A UP (K=M)* SIN C4911 - A Pend (K=8.0, 1/2" NPT)* SIN C4811 - A UP (K=8.0, 1/2" NPT)* Approvals UL & ULC Listed. FM, LPC, VDS, NYC Approved (Refer to Table 1 - 4. The approvals apply only to the service conditions indicated in the Design Criteria Section) Maximum Working Pressure 175 psi (12,1 bar) 250 psi (17,3 bar) UL & ULC (K=S.6) Pipe Thread Connection 1/2 inch NPT -(K=2.7, 4.2, 5.6 & 8.0) 3/4 inch NPT - (K=8.0) Discharge Coefficient K = 2.8 GPM/psi'l2 (40,3 LPM/bar'l2) K = 42 GPM/psi'12 (60,5 LPM/bart12) K = 5.6 GPM/psi'J2 (80,6 LPM/barl12) K = 8.0 GPM/psi'l2 (116,8 LPM/bar'l2) Temperature Ratings 16S'FI740C, 2120F/100oC, 2860F/1410C Finishes Sprinkler: White Polyester, Chrome Plated, or Natural Brass Corrosion Resistant Coatings Sprinkler. Wax, Lead & Wax-over-Lead * Head Guard & Water Shield: G-2 (Guard) - (K=S.6 & K=8.0) Up & Pend. WSG-2 (Guard & Shield) - (K=8.0) Up WS-2 (Shield) - (K=S.6) Pendent Factory Assembled Model A Pendent and Model A MIL Shield. (K=S.6 & K=8.0) (See Data Sheet 3-12.0 for details) ~ [EI\ITRAL ..; ........ "....... I.' , '\.i~_:~" f:: ;~ s,_ v~~ ~~ . . ,~ ~J# -S=='c~ ~ III . -r;1' --._..".'...:~ , . .- _..c.:... ~~, .t, ~. '. . ..,.,:;:..... ..::~, ;'f';;'" !'" ;-:---:.. - .-. ~.- - . . ,'~.:o . ......... -,...";~._/'.\-. :..~.~:.. Standard Spray Upright & Pendent Sprinklers Physical Characteristics The Model A Upright & Pendent Sprin- klers utilize a dezincification resistant (DZR) bronze frame and a brass deflector. The waterway is sealed with copper seal disk, and the fusible assembly is con- structed of bronze and stainless steel components. No. 1-1.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 - Commercial Building Compliance Methods FORM 400D-01 Renovations & Systems Prescriptive Method ALL CLIMATE ZONES ZEPHYRHILL5 Zone: 4 Building Classification: Building Permit No.: Permitting Office: Jurisdiction No.: Ze h rhills 611600 BUILDING INFORMATION WALLS ROOF/CEILING FLOORS DOORS GLASS TYPE U AREA TYPE IU AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete CBS) N 'A Under AWc I N 'A Slab-on-made N 'A Wood N I A Slnale, wall N I A Wood frame Sinale Assemblv I Raised Wood Metal I Double. wall Metal frame Other: i Raised Concrete Insulated SInale. roof InsulatIOn R-value Insulation R-value i I Insuiatlon R-value Other I Double, roof SYSTEMS INFORMA nON AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heat Pump Central & Heat Pump Electric <65.000 Btu/h _ SEER li/-A <65.000 Btu/h _ HSPF N/-A.- Resistance ~ <:65,000 Btu/h _EER _IPLV - <:65.000 Btu/h _COP - Dedicated Heat Pump 0 Water cooled _EER _IPLV - Water cooled _COP - Gas Evaporatively cooled _EER - Evaporatlvely cooled _COP - Natural 0 PTAC _EER - Electric Resistance _COP - LPG 0 Chiller _COP _IPLV - Gas/O,I (circle one) HRU 0 Gas heat pump _COP - <225,000/300.000 Btu/h _AFUE - Other: 0 Other: - - - ~225.000/300,000 Btu!h _E. - LIGHTING Total Lighting Wattage 116990 1.59 I SIZING CALCULATION I DUCTS R-value b = (II required) ~ Location Cond. 51 Total Conditioned Floor Area 73467 Watts/sq.ft Attach ed ace PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components Section i Requirements I Check Operations Manual 102.1 , Operations manual will be provided to owner. A i Wrndows 406.1 I Maximum of .3 cfm per sq.!t of window area. X Doors 406.1 i Maximum of 1.2 cfm per sq.ft. of door area. ^ Joints/Cracks 406.1 I To be caulked, gasketed. weatherstripped or otherwise sealed. X Reheat 407.1 i Electnc resistance reheat prohibited. ^ Ventilation I 409.1 ! Supplied with readrly accessible switch for shut-off and/or volume reduction when ventilation is not required. V HVAC Efficiency 407 L 408.1 i Minimum effiCiencies - Heating: Tabies 4-7. 4-8, 4-9. Cooling: Tables 4-3. 4-4. 4-5, 4.6. X HVAC Controls 407.1 , Separate readily accessible manual or automatic thermostat for each system. V HVAC Ducts 410.1 i Air ducts, fittings, mechanical equipment and p'enum chambers shall be mechanically attached. seated. insulated I and installed in accordance with the crltena of section 410.1 X Balancing 410.1 i HVAC distribution system(s) tested and balanced. X Piping Insulation 411.1 I In accordance w'th Table 4-11 "'- I Waler Heaters , 412.1 Automatic electrrc storage water heaters ,;120 gallons and gas & oil fired storage water healers 95,000 Btuth shall meet i ! performance requirements in Table 4-12. Electnc >120 gallons: standby loss ';.30+27Nr. Gas >75.000. Oil >105.000: E. .78, X i Standby loss,; 1.30+ 114N,. Gas, Oil> 155,000 E.78, Standby loss'; 1.30+95!V,. Swimming Pools 412.1 i Spas & heated poots must have covers. Non-commercial pools must have pump timer. Gas spa & pool heaters must I N/A & Spas i have a minimum thermal efficiency of 78"Y~. Hot Water Pipe 4121 Plp>ng heat loss!s limited to the le'/els in Table 4-11 for crrculating systems and the first 8' of pipe from a storage X Insulation tank. Water FiXtures I 4121 S.hower head water flow restricted to maximum of 2.5 gpm at 80 psi Toilets meet 42CFR 6295(k) Pub'ic lavatory fixture ITlu)',irnum flow of .5 gprn; or if Self~cjoSii1g valve, .25 gallon circulating, .5 gallon non-circulating X Lighting ~151 Ballasls shall have Pewer Factors no iess than .90 I X if required tly Fior!da law. J hereby ecrUy that tre s")"ster;; deSign is in compiiance with the Florida Energy Code. Registration No ~~~~~~~:~ S!S~~~~-~~S~G~~;~~~=~ii~~~==~=~==i~rJE===Je~=E=~==================================-____===~~=t1tl=z~i=~~========_______ L I GHTIN G SYSTEM DES I GN ER. -----BRYAJ:'LP_~__ZAE.E.._..P_LE.L__________h______________________________4.QJJLtLf1._____u___________ ~'~UCN~:I~I~~~~~~:lE~~~~~~~E_~_:_=~~=t:=~~~=:=1:t==~=======-======================~==-Jil~=~zft==~============_~ PREPARED BY nd speC".~'lc~.~':n a~::~'o~o~~';~v;;:.. I h(.;r~1b'l certify tHat this huddlng is in ccrnr;!;apce ..'vi!h the ~Icriaa Er!0rgy Code Revi.:!'.'.' Of pl<:lns <l!),j spcc:fi ;c~s CO'lcred by tr.is caio..d.,t:or\ indicates Gc~pliance with ::;~ :)~:~~:,~~:;~Y ~Z~~~~,_~-:~~~:~;~:Ii:~~~t;_":'"' ,.'"'~~' DATE Y ~ ~==L~ _ OWNER AGENT: _..________...____.._..__....._... ..._....._.____.._______ DATE: FORM 4000-01 Building Component Efficiency Required Value Installed Fenestrations: Climate zones 1,2,3 U-0.87 Climate zones 4,5.6,7,8.9 0_61 SHGC >1'OH U=O.87 0.48 SHGC no OH Wall: Masonry Climate zones 1.2.3 R-7 EXISTING Climate zones 4.5.6,7,8,9 R-5 Wood frame - all zones R-11 TO Metal frame - all zones R-13 REMAIN Roof: EXISTING Built-up TO Climate zones 1,2,3 R-16 Climate zones 4.5.6 R-14 REMAIN Climate zones 7,8,9 R-12 Attic or Orop ceiling All zones R-19 Floor: Slab-on-Grade R-O EXISTING Raised Wood R-19 TO Raised Concrete R-7 REMAIN Infiltration Code minimums per EXISTING sec_ 406.1.ABCO.1 Cooling System Code minimums per EXISTING TO sec_ 407. LABCO_3 REMAIN Heating System Code minimums per EXISTING sec. 408_ 1 _ABCO_3 TO lHi'MA TN Ducts Code minimums per sec. 410.1.ABCO.2 R6 - MINIMA w Piping Code minimums per U=O.28 sec_ 41U_ABCO_1 Domestic Hot Water Code minimums per EF=O.92 sec. 412.1.ABCO Motors Code minimums per EXISTING sec_ 413_ 1 _ABCO TO REMAIN Lighting UPD: W/s.f. per Table 4-16 1.93 MORE Controls: 1 _ Two banks per space with THAN TWO separate manual controls; or BANKS PER 2_ One occupancy SPACE sensor per space (or other automatic control) 1 _ Code minimums shall be met for components being retrofitted with new equipment. 2_ Repairs to equipment need not meet Code and should not be construed to require a replacement of equipment. 3. Where existing components, such as ducts or electrical wiring. are utilized with a replacement system, such existing components need not be replaced. .2. ALL CLIMATE ZONES FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 - Commercial Building Compliance Methods FORM 400D-01 Renovations & Systems Prescriptive Method ZEPHYRHILLS ALL CLIMATE ZONES Zone: 4 Building Classification: Building Permit No.: Permitting Office: Jurisdiction No_: Ze h rhills 611600 BUILDING INFORMATION WALLS ROOF/CEILING FLOORS DOORS GLASS TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete CBSl N/A Under Attic N I A Slab-on-arade NTl1 Wood N A Sinnle, wall NTil Wood frame SiMle Assemblv T Raised Wood Metal Double, wall Metal frame Other: I Raised Concrete Insulated Sinnle. roof Insulalion R-value Insulation R-value I Insu!atlon R-value Other I Double. roof SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heat Pump Central & Heat Pump Electric <65,000 Btu/h _ SEER li/-A <65.000 Btu/h _ HSPF N-/-A- Resistance ~ <:65.000 Btu/h _EER _'PLV - <:65.000 Btu/h _COP - Dedicated Heat Pump 0 Water cooled _EER _'PLV - Water cooled _COP - Gas Evaporativety cooled _EER - Evaporatively cooled _COP - Natural 0 PTAC _EER - Eiectric Resistance _COP - LPG 0 Chiller _COP _'PLV - Gas/Oil (circle one) HRU 0 Gas heat pump _COP - <225.000/300.000 Btu/h _ AFUE - Other: 0 Other: >225.000/300.000 Btuth E, LIGHTING Total Lighting Wattage 116990 1.59 l SIZING CALCULATION I DUCTS R-value b = = (If required) & Location Cond. Sr Total Conditioned Flocr Area 73467 WattsisqJt. Attached ace PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components Section i Requirements I Check Ooerations Manual 102.1 I Operations manual will be provided to owner_ A Windows 406.1 ! Maximum of _3 cfm per sqft. of window area_ y Doors 406.1 ! Maximum of 1_2 cfm per sq.ft. of door area. X Joints/Cracks 406.1 i To be caulked, oasketed. weatherstripped or otherwise sealed. y Reheat 407_1 I Electrlo resistance reheat prohibited X Ventilation 409_1 i Supplied With readdy accessible switch for shut'olf andior volume reduelion when ventilation is not required_ y HVAC Efficiency 4071. 4081 , Minimum effiCiencies - Heating: Tables 4-7. 4-8, 4-9. Coating: Tables 4,3. 4-4, 4-5, 4,6. -X HVAC Controls 407.1 I Separate readily accessible manual or automatic thermostat for each system_ v HVAC Ducts 410.1 ! Air ducts. fittngs, mechanical equipment and p!enum chambers shall be mechanically attached. sealed, insulated i X I and instailed in accordance with the criteria of section 410.1. Balancing 410.1 i HVAC distribution system{s) tested and balanced y Piping Insulation 411.1 i In accordance w,th Table 4-11. 1,. \Naler Heaters 412.1 i Automallc electnc storage waler heaters ,;120 gallons and gas & oil fired storage water heaters ,;75.000 Btu/h shali meet i performance reqJlremenls in Table 4-12 ElectriC >120 gallons: standby loss ';_30+27N,. Gas >75_000. Oil >105.000: E, .78. i X i Standby loss,; 1.30+114N,. Gas. Oil >155.000, E,78, Standby loss,; 130+95N,. S~"mming Poots 412.1 i Spas & heated pools must have covers. Non.commerclal pools must have pump limer. Gas spa & pool heaters must N/A & Spas have a minimum thermal efficiency of 78% Hot Water P'pe 412.1 Piping heat loss's limited to the levels In Table 4-11 for Circulating systems and the first 8' of p'pe from a storage X Insulation tank Water Fixtures 4'21 Shower .",eat! water flow restncted to maXimum of 25 gpm at 80 psi. Toilets meet 42CFR 6295(ki. Public 'avatory fixture I , maXimum f!aw 015 gpm; or if self-clOSing valve, .25 gallon circulating, .5 gallon non~cjrcu!ating X L,ghtng 415.1 . 8Ci::dtl~ <;ha!i ha\o'e Power Factors no less than .90 I X If required by Fiorida bw. I hereby certify that the system design!5 i!"1 compliaiice w'th'the Fiorida Energy Code. Registration No ARCH ITE CT XF;1'..g:JL~_._ _J::IISQSZI.I _ _ ._.._ _ _.____ _..._ _ _ _. _. ... __ _.. .._. _.. ....... _ _.n.... _.__ _ __._.. ___.,.. ----QQ-t~t9)7. ~L~L. ___.._ m___ ____ E LE CTRICAL SYSTE M DESIGN ER, ---B.RY_At'LJ~_,-__ZAPXJ..._R-,,_l;:_,-__________________________________________A9JALE~____________n__n_ L1GHTI N G SYSTEM DESiGN F.R_ _RR Y A }L-P_A__ZAEE~_-.P_LE..n___n___________n______________________AQ..t41L~1.__________________ MECHANICAL SYSTEM DESIGNER ., ...G ERARD .L.. ..AB RAMS.~P..E. . .u..... _.h...... .__. ._..._._... _ __n____.417.8.6lFL__. _____ _ __._. ...__. PLUMBINGSYSTEMDESIG~jER ___.GERARD _L.~ _AB~S.~__P.E. ____ _ _ __ 4]78~lF~_ _ ___ PREPARED BY .. ....~~ SP2~]'C~~~':n a~:~~CD~'~_~~~~t; I hf.':r~1bv cen.if', ,at this bwlriing is in comf/iance with the =iori::::a E"'lergy Ccd(~. Revie-.'..' of p'a~s an,j spcc:fiC.11!C!"lS co',c~ed by this ca!~wiat::::n indicates ':C!'l"p:1.:1I"\CC with the FJcrida Ec:ergy Code. Bef~re r:Cllstn..ctic!"! is cornpl~~ed. thiS building wil! be ;nspd~(ed for cmnpliar'ce in accordance w'ttl S~cticn 55J.908, F.S OWNER AGENT: DATE: BUILDING OFFICIAL: DATE. :-: Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants December 11, 2002 File No. 02-9678 TO: McIntyre Elwell & Strammer 1645 Barber Road Sarasota, Florida 34240 Attn: Mr. Rich Fredd SUBJECT: Structural Steel Inspection Report !i..1. Report Period: December 3-5, 2002 PROJECT: Bealls Store #30 7425 Gall Boulevard Zephyrhills, Pasco County, Florida Building Permit # 1594 Dear Mr. Fredd: Attached are the Daily Structural Steel Inspection Field Reports for the subject period consisting of three (3) pages, including this page. Based upon our observations as described therein, the structural load-bearing components of the subject building, unless otherwise noted, were constructed in accordance with the permitted plans and specifications. It is a continuing pleasure to be of service to you on this project. Please feel free to contact this office if you should have any questions concerning this report. Very truly yours, ARDAMAN AND ASSOCIATES, INe. Philip P. Schlossnagle, E.I. Staff Engineer ()~~ /"~s~ph A. Arnon, P .E. (/' ~enior Consultant . Floridn License No. 43576 Attachments: Daily Field Report (2) 3925 Coconut Palm Drive. Suite 115. Tampa. Florida 33619 Phone (813) 620-3389 FAX (813) 628.4008 Offices In: Bartow_ Cocoa, Fort Lauderdale. Fort Myers. Miami. Orlando. Port Charlotte. Port S1. LUCie, Sarasota, killahassee. Tampa, W. Palm Beach ioe< 15 02 OS:11a rn . d ~lCll ~l3/D3.d BAYONET 7278637237 p. 1 ..---.",u -".11 .'10;'0 1t_'."-7." .01l:U DA't. .~J"" .r.a. R~I_ "'::':::~~-'.''':::'_. 'JIofH_ .. MAat' _~!.;:~~nc. .__.....___~_...__ __ ___..__. PI.Utl" t.'(1N'rl\(~~"'Al:;l.l2::..U~.) . ")11 ., Tit NIDIt.... ..?""-s_S.!. ~J.!~ . -; ~p!>:O;J!:hla! L!'~_..l~~~!i!, ,__ "M._ '_~__ .._. '___... _ ____ r ."'A ,. 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"" '1.'("I'IUI~IIt. llW .t.IIt4allhJ ._ Ar~p U:1\VICI (J 'WIlIIlII NJWIIl 1:1 N.II...(!. 1UIlq1...:II^'~H!A'. . ..-..- Y^"lIA'f10N 0' fof.OllMtC!1II'. lIt'TIII.I.ilTlnll IJ "AI tilllllO I' 1M Cl"'ClAI/TY IJ r.mlIR 1'Y.. n, l!fitl8'JoIlIlC'."rlON. 19' IIOCIl: 1:1 'RI\HI - If..'! 8'1'111:\, rJ O'flllR , W 1111I111 ,r,qul It.VIITWN. !.x~.'t1nl -,"; .... , ,'. .. i ~.... I J;I PAC."'".'T IN "WUD IllU. .UkO ,.. ,,'10 . ! ~ ILlClTUtlZllM .1111I/1'"'. . (,.rJMP"....,_____~_..__.__ ____.. '_'" ..___ lI'rAl" co.It'l' "It 11I11 tn , Cl,.y .ftCl(!1l:8IlNtJ . ----____.NO.'.._... 'M'NI.. .'~'.4....I.......t...................._...................r...... ',' l!ClMP"IIVo___~__._..._._._..__.___... ._.,- ..rl\TI '!CI\T OJ( nllU.1' . ___.____0"_, ._.. CITY 'AOCI"J~I . ...-...--..-.-----... . .1111111'n'lII ..1l.!Hltll(.'AL .................................~;~t:..~~~!,~.". '-f1~I/I~ I;r.lHPIl"Y..~~l:::..J.~L(j_~!:::'~~ 1 . " r~11t1. OR RICHIT . -..cJtCNQ.S_7_ .'1.. 0 t f~J'I"t 'ROCIIUI<<J . c:- . "U -~ -/tf;r!. . - .............. ....................... ..... .........,,'" '-11.-~ /l), L7:J j COMPANY '- -------.~..---:- II'rA'I" l~iiT1iriiiiJ1Ti---.--.-.._.._._."_.. .::..- -__.._____ C:JT\' 1'1It'lC:'1l81HcJ . ...-.. ..-.-'"-...... __.___. _j...... -....----...---......... .... nTH.1I II<J1u\'n,". .__..._ ..........,.....................t................................ '~._...-....-.... ..-. -.-........... .. TOTAl. P. 03 .. ~ /" ~ I'reper1lcl ~y Lisbdh P. BNCe, &quire BIaJoek,landen, Walters '" Vogler, P.A. 802 11th Street West Brldenton, F1orid8 ]4205 (9041) 7"8~IOO - -' 111111111111 1111I11111 11111 11111111I1 11111111" 1111I"" 1111 2002162500 Retwn To: Virginia M. Koczynskl OelIII", Inc. P.O. Boll 25207 BnIdcnton, Florida 34206-5207 Rcpl: 626441 DS: 0. 00 10/18/02 Rec: 10.!50 IT: 0.00 Dpty Clerk NOTICE OF COMMENCEMENT JED PITTMANA PASCO COUNTY CLERK 10/18/02 0.: : 4Jpm 1 of 2 OR BK 510D PG 219 Permit No. Tall ID No. 30\-.21; .2.\ - (X'Xb- OO~. cotO Do nOl UK thi, lpee. The undersigned hereby gives notice that improvanent will be made to certain real property, and in accordance with Chapter 713.13 Florida Statutes, the following infonnation is provided in this Notice of Commencement. This Notice shall be void and of no force and effect if cooauuction is not commenced within ninety (90) days after the recording date hereof. 1. Description of property: Street Address: Beall's Department Stores ,Inc., 7425 Gall Boulevard, Zephyr-hills, FL 33541, conunonly known as Beall's Department Store #30-Zephyrhills. 2. General description of the improvement: exterior and interior renovation of the Beall's Department Store building containi ng approximately 75,000 square feet 3. Owner: Name: Beall's Department Stores, Inc., a Florida corporation Address: 1806 38d. Avenue East Bradenton, Florida 34208 Phone No.: 941n47-2355 FAX No.: 941n47-08S7 Interest in property: Leasehold 4. Name and address of fee simple title holder (if other than Owner): Name: Sam M. Walton Development Complex Address: 200 I S.E. IOlh Street Bentonville, AR 72712-6489 S. Contractor. Name: McIntyre Elwell & Strammer General Contractors, Inc. R Address: 1645 Barbel' Road Sarasota, FL 34240 Phone No.: 941/317-6800 FAX No.: 941/378-2296 Surety: Name: N/A Address: N/A Phone No.: N/A FAX No.: N/A }unountofBond:N/A A copy of the payment bond (if any) is attached hereto as Exhibit "NI A"). 7. Lender. Name: N/A Address: NI A Phone No.: N/A FAX No.: N/A 8. Name and address of person within the State ofFlonda designated by Owner as penon upon whom notices or other documents may be served as provided by FS Section 713.13(1)(a)7: Name: James C. Simpson Address: BeaU's Department Stores, Inc., a Florida corporation Addresa: 18063811I Avenue East, Bradenton, Florida 34208 Phone No.: 941n47-2355 ext. 4520 FAX No.: 941n47-9435 9. The owner has designated the following perIon, in addition to himself,lO receive a cop;' oCthe Lienor's notice as provided in Sectior. FS Secj\iii 713. i3(1)(b): Name: N/A Address:N/A Address: NI A Phone No.: N/A FAX No.: N/A