Loading...
HomeMy WebLinkAboutREVISION 5-19-09QFFICE USE ONLY: DATE FILED: REVISION FEE i 2. PERMIT NUMBER- - 0 :z RECEIPT NO.:�''� ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEV BUILDNG & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-56: •462-1553 . APPLICATION FOR BUILDING PERMIT PROJECT INFORNI-ATION LOCATION!SITE DETAILED DESCRIPTION'S OF PROJECT 3. CONTRACTOR INFORMATION.: ST.OFFL REGICERTV_j , C 22 6 ST. LUCIE COUNTY CERT.� IIL'SI\ESS \ t�tE: Cb"SMtA " Qualifiers Name: SE Q• - ADDRESS: �3?L? WEST- �Li9 7 Fr,G- STRF7 - CITY: Mitifm t STATE: PL ZtP: PHONE,(DAYTI}IE): -0C- 72 0-C2SS7 FAX#-- 4. ARIZHIT NAME:/y+3 e7ES.Ca.i GifLnclr� AA 2�Gfi/282 ADDRESS: 6A 3s 02e E 1 onl CITY: M i AM i STATE:. FL ZY:L-3:g-j- PHONE (DAYTIME): :�Z" 7-9ti -t-AkO FAX# �g66 -- 74 IA& ppoz-rD T r7oc,/.?4L -7—, IP15 158(20 !�oG0 C012-41- UTAy C9OO7 MIrL- 33i4� L n.N.R I\ /I STEEL FRAME BRIDGE, TOWERS AND \ /I I \ �_------ = STAIRS BY OTHER. FOR REFERENCE X ONLY I ir=47111E--f,11 II II 11�--- / 11111 -- a---� _n— ----��--� -�--� --- » — — — \ — /--------� —— — — — -\\--------/\\---------- \\-------�/ \\ // \\ // I \/ \\// I \\// x /\ /X\ /\>< /X\ /X\ \ \D __II _--❑ �� - _---al -- � -—— — — -- — --—I---- 1 _— --------------- — \ - — -- - - - - - - i— �—/---- \ � ------ � ' — IF-- - - — 1r-- I II =________------------------------ _------ IL -__ 6 I I I I II I II____ I � I I I I II III Ir-_-_-------------------- IrIt III I�h �I o--- n - - -�I II Ir i I II I II I-D--Q--, I I✓ STEEL FRAME BRID E, TONERS AND \ STAIRS BY OTHER. FOR REFERENCE ONLY I 11 I I I II II � __-- I II I V q i`\II b L JI— —11 T-I T TZ ,1 I rr _______----------_____________ I II II lj II II II II II II II II II II II II II II II II II �FT Fr.,-----____-___---_---__________ __ ___________ _ _-__________11 ----------- IIII II II I II I II II II II II II II L---------------_-_—_ _ _----------------- FT111 ------------- ------------------------------- _- ii- -TT T `=1=1=7Tfi�=FTT-T=TF II I111 I I I 1 I O iLLfI "� 11 , 6'-61" , Er-- 1 III _ - I' 1 �- 21 8' 2 2 4'-9' 6'-6" 6 6" B' 6" -3 I�mo,, ,�J II II i_L_, n n II II II U U I IIII I I; � I I I I I I I I __ III I I I I I I1 II -I I I I STEEL IIII COLUMN II I I 1 I I COu n �{ n I I 11 ODI I OVER jl6 JOISTS II d II C-1 II N II tnto II II II II II N� II =--T- ® 4"x4"x1 41'1 S EEL p q -fi-illy-+-y; i i r i li (n i li i i i i ( i i o m COLUM $I CONN. ®� 0 Q p DTL.)) FR0 1 FT'G TO 11 F_L- ul6 fi- .r~ IIJJI o N .JII N p CONC. BERM o � it t-9I C-1 �M r1 N w I`1 f I'It I I i i - m Lo w _ \O 11 V1 H N- N Q !n F-- I II 3� II wN IIr II I� II II - II wo 1_JII II p II II II o II II <m p O_ 1 0 I 8 I 2 N Z IL 1�II 3",_3" 4" CONC. SLAB w/# 4 @ 12" o.c. EACH WAY BOTTOM (TYP) 2 3Y412 B/4" M POSED WORM NS AND ALLY ORRECIIONS 1HAND SUB3ECj 10 if ECIORS THAt Y FIE►.D ORDER 10 REMA"I BE NECEI L XP I.ICABLE CODE COMPUV Will" P.ta A NOTE: 4" DEEP CONCRETE SLAB. PROVIDE COMPLETE SET OF CALCULATIONS AND SHOP DRAWINGS FOR REVIEW AND APPROVAL FROM ENGINEER OF RECORD. PRE-FAB. JOISTS - CONC. SLAB (TYP)1 SCALE: 3/4"=11-011 1 081 12"/16" PRE-FAB. CONC W/4" COMPOSITE SLAB I� 1 09 11 M pU rr O II II II + II O- U II II p II II J O II II II y II II W H II N,* II � � it _ili ii ii 3 II Z SECOND FLOOR PLAN SCALE:1/8"=F-0" JOISTS STEEL COLUMN BY OTHERS 0 Z SECOND FLOOR PLAN 1/811=1 r-0" DEL. +19'-3" A.F.F. rr====iiriiii3 u I I I I I I I 'III IIII I II Ir------- I III I IIII IIII c- C-1 C-1 _ -- __---- C O --�---------------------- -- . EL.+19`-3" C-1 T.O.C� ONC.SI fO C-1 _______________________ 12" PRESTRESSED JOISTS c-1 W 4 COMPOSITE C-1 - o _-WC-1 N 4" CONC. SLAB EACH WAY BOTTOM (TYP) --------------------------- -- C-, _® c-i �i 0) 4< 1 C 1 O .IIII Li111 Il•IJJ I�+III MITI IIII II II I II II II C-1 5'-3" !j 6'k 6" ,! -6i ! 3'-9"! 6'-6,. 6, 6„ 3, C, 4" CONC. SLAB w/# 4 ® 16" o.c. EACH WAY BOTTOM (TYP) 12" PRE-FAB. ONC. JOIST W/4" COMPOSI E SLAB 77 II I n ii ii ii � N® L I I I I I I m Q I I w C-, J nCie ~ V) O a a - 0 II , DB N 3 I I I I III I� II II 1�1 TiTI1T1�TG ITRIfWfIRr= d=-_-_-u� JI �t C-1 C-1 C-1C-1 ST LUCIELUCIE COUNTY •---_ BUILDING DIVISION REVIE REVIEWED R P DATE MUSTANS A PER KEPT ON NO INSP IT C ECTIDN WILL BE OR MgDE 8"x24" CONC. BEAM --/ tal� AND( (2)#�7BTTOPOAND2#3#6 INT. TIES ® 5o.c. SECTION SCALE: 1r-101rr=1/2" 8"x8"x16" CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORC. EVERY OTHER COURSE ##5 32" o.c. STARTER BARS ALL SPLICES SHILL BE A MIN. 48 BAR DIAMETERS NOTE: THESE FOUNDATION IS BASED ON LOADS PROVIDED BY ALLIED STEEL BLDG. SHOP DRAWINGS - THE ENG. OF RECORD REVISE AND APPROVE THESE SHOP DRAWINGS THEY ARE ACCORDING TO F.B.C. 2004 AND ASCE 7-02. AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel.786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "MAIN BUILDING" Fr. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 115th AVE DORAL, FL 33178 305.888.2623 DNB PROJECT NUMBER 07-120a OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 12.03.07 AS SHOWN CONSULTANTS: Adolfo J. Gonzalez, P.E. STATE OF FLORIDA STRUCTURAL ENGINEER No. 58820 2050 COW Way. SAb 400 Man, Fbnde 33145 Phase: (30.5)8564M I'm (305)85 4M SEALISIGNATURE This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. 00PYRIGNT02DD6 SHEEP TITLE SHEET NUMBER 51081a W W IF--__ JI III --� II ------ --------- --------- - _ --------- --y - a ---a--- -- L - --------- --- ---El— — ---------�4V - —E]o— — 9 9 --o --------- --- - �� � \-- � \ i� �>< ���� �>< >< j \�x I �>< � \ � � �\ /----------\ - - - - --- -\--- - - - - - - - - -� - - - n — F= --------- — — >� - --------- j Ir - -- r---11 --------- — — D — — Q — — o ----- ;____________________________________________________________________________________ -___ II II IF ---III I O — I Ir===ill p 4 1 Imo- -Ji \ ;I I II I II II 1 I \ill �I II LTIT TT-1-7-71 ^ / 19 G-, c-, I I/ \ I 1—rTT1—rTTl— p y1T� I I I I I I I I—�T7=-7--rT71-I TTTTTTI II __i1 Crll I I I I I I O I I C-1 I I I I I I I I I I 11 _I_LL C-1 11 9 r=_- ---------------------------------------------------------------a u 11 II II 771 II 11I I to II II I II II II II II T----,-I 111111'll IIIIIIII II ------------------------ V EL.+32 —0 T.0 CONC.SLAB I L ____ _ _________ ____ 1 12" PRESTRESSED JOISTS 0110M] llLLIL CLL1Y 11WL LLILLL µILL LLIL LIIL La WYLL LLLIL11 d.l ++�.+ II II II II 4._3..`I B,_B.. i1 6._6>. III 6._B�. I14'r$====--------------- 4" CONC. SLAB w/# 4 ® 16" o.clj q EACH WAY BOTTOM (TYP) II p II II Il II II 4 II II II IIE L II II II O II V �- ----- - ------------ I L-=r� T O�; ® �, t ------------ P1 1 +391 P_ dllk-IIII m I pOSEDWY".L� li�_+_III + li w En i i I I E 1 D L PRO Cj1ors I quest 11 �o li l b— — — n — — —d — THESE PLANS C�T p,I.IV CORRORS jt lii6 _ i 3 o i T SION - ---- ----- --- BJE pEC - a_.L- mo II W � III -- ---- ------------ i 2 3 4" CONC. SLAB w/# 4 @ 12" o.c. EACH WAY BOTTOM (TYP) 4" 1 / NOTE: 4" DEEP CONCRETE SLAB. PROVIDE COMPLETE SET OF CALCULATIONS AND SHOP DRAWINGS FOR REVIEW AND APPROVAL FROM ENGINEER OF RECORD. PRE—FAB. JOISTS — CONC. SLAB TYP 1 SCALE: 3/4"=1'-011 1 AND Su INS c-� Fli LD YIN ORDER T�1� ¢ m w 2 I „, C) REgU1RED 6y SSAR gLE ES' 11 v) r I I � 0 I I ,o CiOM1' I I a l l 4 U 11 + L MAV BE NEC 11 z3 11 N � 11 CO Nit WITH 0 Q I li II W II 3 II I II � II II I fll T1 III C-1 12" PRE-FAB. CI W/4" COMPOSITE JOISTS COPN Z ROOF PLAN SCALE:1/8"=V-0e C-1 C-1 o, �o W©� NOTE: THESE FOUNDATION IS BASED ON LOADS PROVIDED BY ALLIED STEEL BLDG. SHOP DRAWINGS - THE ENG, OF RECORD REVISE AND APPROVE THESE SHOP DRAWINGS THEY ARE ACCORDING TO F.B.C. 2004 AND ASCE 7-02. D*N*B Design Group, LLC AA26001282 5B35 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "MAIN BUILDING" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 115th AVE DORAL FL 33178 305.888.2623 DNB PROJECT NUMBER 07-120a OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 12.03.07 AS SHOWN CONSULTANTS: ' u..cf����1 F✓ • 1 rru �Q!!4 Adolfo J. Gonzalez, P.E. STATE OF FLORIDA STRUCTURAL ENGINEER No. 58= 20.50 Cad Wry. Suite 400111", Fbrlde 33145 PI(305)8564M Fax:(305)858-M mml1 1 SEAL/SIGNATURE This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGHT02006 SHEET TITLE SHEET NUMBER S1 082a R . REFER TO PRE—FAB SHOP DWGS AND CALCS FOR SHEAR AND BEARING CONNECTIONS 9 8"x12" CONC. TIE BEAM w/ 4 #5 CONT. AND #3 TIES ® 10" o.c 8"x16" CONC. TIE — BEAM w/ 4 #5 CONT. AND #3 TIES @ 10" o. REFER TO PRE—FAB SHOP D AND CALCS FOR SHEAR AP}E BEARING CONNECTIONS 8"x12" CONC. TIE BEAM w/ 4 #5 CONT. AND #3 TIES ® 10" o.c. R :It 4" CONC. SLAB w/# 4 @ 12" o EACH WAY BOTTOM (TYP) :1 8%12" CONC. TIE BEAM w/ 4 #5 CONT. 12" PRE—FAB. CONC. JOIST AND #3 TIES ® 10" o.c. W/4" COMPOSITE SLAB NEOPRENE BEARING PAD MAIN ELECTRICAL ROOM 8" HOLLOWCORE AND 2" TOPPING 4" COh1C. SL4 w/#i 16" PRE—FAB. CONC, JOIST W/4" COMPOSITE SLAB NEOPRENE BEARING PAD QUALITY CONTROL ROOM 6"thk. CONCRETE SLAB WITH DOUBLE LAYER 6"x6" — 1.4 1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN, WELL COMPACTED FILL. FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. SLAB SHALL BE Fc = 4,000 PSI. I x WALL CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) SECTION SCALE: V-0"=1/2" STEEL BEAM BY OTHERSI 8"x16" CONC. TIE BEAM w/ 4 #5 CONT. AND #3 TIES ® 10" o.c. EL. +33'— A.F.F. EL. +31'— OF CONC. BEAM 8"xB"x16" CONCRETE MASONRY UNIT WITH 9 GAUGE1 LADDER TYPE HORIZONTAL REINFORC. EVERY OTHER COURSE 1 IN 3000 PSI G OUT FILLED CELL. PROVIDED CLEANOU AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 0 SPAN. HOOK REINF. BAR 12" AT TOP AND BOTTOM FILLED CELLS AT ALL CORNERS AND AT SPECIFIED SPACING AS INDICATED ON PLANS AND ENGINEERING. THESE PLANS AND ALI, PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NOTE: CONTRACTOR SHALL COORDINATE EL. +19'-3" AND VERIFY ALL DIMENSIONS WITH A.F.F. ARCHITECTURAL DWGS. EL. +18'-5" A A.F.F. STEEL COLUMN BY OTHERS EL. +13 A. F. F. A EL. +11'-4" TOP OF CONC. TIE BEAM 8"x12" CONIC. TIE BEAM 4 #5 CONT. AND #33 TIES ®10" o.c.�� 8"x8"x16" CONCRET MASON UNIT WITH 9 GAUGE LADDER TYPE HOE RIZONTAL INFORC. EVERY OTHER COUR E 3" CLEAR SPACING FROM BOTTOM OF SLAB (TYP.) COMPACTED FILL — PROVIDE VAPOR — BARRIER 1 1 09C 1 #51N 3000 PSI G OUT FILLED CELL. PROVIDED CLEANOU AT BOTTOM TO ENSURE PROPER FI L. ADD WEEP HOLES AT 1/3 AND 2/3 0 SPAN. HOOK REINF. BAR 12" AT TOP A D BOTTOM FILLED CELLS AT ALL COR ERS AND AT SPECIFIED SPACING AS INDICATED ON PLANS AND ENGINE RING. SHALLABEEA BARS N S4 BAR DIAMETERS i�lT I' WALL CONCRETE FOOTING 3'-0 (REFER TO FOOTING SCHEDULE) 3'-0 4" CONC. SLAB w/# 4 @ 16" O.C. EACH WAY BOTTOM (TYP) 16" PRE—FAB. ONC. JOIST W/4' COMPOSIIEE SLAB 77 EL. +13'-0" A.F.F. 8"x24" CONIC. BEAM Py w/ (4) #7 BOTTOM, (2) #6 INT. AND (2) P7 TOP AND #3 TIES @ 5 ox. SECTION AL :-0"=1/211 1111 8"x8"x16" CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORC. EVERY OTHER COURSE ##5 ® 32" o.c. STARTER BARS ALL SPLICES SH HILL BE A MIN. 48 BAR DIAMETERS MIN. 5" El )SHOP iT5 WELD NT 2 1 090 NOTE: THESE FOUNDATION IS BASED ON LOADS PROVIDED BY ALLIED STEEL BLDG. SHOP DRAWINGS = THE ENG. OF RECORD REVISE AND APPROVE THESE SHOP DRAWINGS THEY ARE ACCORDING TO F.B.C. 2004 AND ASCE 7=02. DONOB Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www,dnbdesig ngroup.com ALLIED NEW TECHNOLOGIES PLANT "MAIN BUILDING" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 115th AVE CORAL FL33178 305.888.2623 DNB PROJECT NUMBER 07-120a OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS No. DATE tCORE BY /14/08AG /27/08 AG DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 12.03.07 AS SHOWN CONSULTANTS: Conve & AVS Inc. 10091 North Kor"I Dave, SWIG 303B MIMA. FInMs.331764M Adolfo J. Gonzalez, P.E. STATE OF FLDRIDASTRUCTURAL ENGINEER No.58820 2050 Coral Way. Suits 400 Miami, Floride 33145 Phone: (305) 8584 M Fez (305) 8664 9M -MAY-1 SEAL/SIGNATURE This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It Is not to be used on any other project and is to be returned on request. COFYMGWO2006 SHEET TITLE SHEEP NUMBER S1 09a