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HomeMy WebLinkAbout38641 COUNTY ROAD 54 r t F00042 F10006 F10008 F10040 F12009 F12014 F12035 _ T _T I I _ T RED LOADS #10 X 5/8" SDF #10 X 5/8" TORX HEAD SDF "GAMCO" #760404 #12 X 1" SDF W/ WASHER GYPSUM BOARD SCREW GYPSUM BOARD SCREW AYDIN MOLDED F14010 SHARP END DRILL END F10039 DEVICE #14 X 7/8" SDF W/ WASHER #10 X 1 1/4 SDF F14011 #14 X 7/8" SDF W/ WASHER F12017 NOTE COLOR REQUIRED i 1 #12 X 3/4 SDF F16010 #17 X 1" "FAT BOY" _ _ T _ T _ _ _ I , F13046 F14019 F19001 F19002 F38070 f F38071 - F38080 F38081 #14 X 1 1/4" TAP SCREW 3/16 X 3/4" 03/16" KEPNUT 03/8" X 3/4" BOLT 03/8" NUT 03/8 WASHER 03/8" STAR WASHER �B" POP REVIT NOTE COLOR REQUIRED CARRIAGE BOLT F25005 F50091 F50092 F50049 F25006 01/4" KEPNUT 01/2 X 1" BOLT 01/2" NUT 01/2 WASHER = I 1/4" X 3/4" L . CARRIAGE BOLT - RELE ASED FOR CONSTRUCTION! JUL3 019 99 1L I lL F38003 F50024 F50018 F88053 _ 03/8" X 2 3/4" 05/8" X 6" 01/2" X 4" 07/8" POWDER WEDGE ANCHOR WEDGE ANCHOR SLEEVE ANCHOR DRIVEN FASTENER TDJ J1'TIrrI F50001 F75032 SHEET nnE 01/2 X 4" 03/4" X 8- ®_ InS td Jd t l On Pd f t 5 LI5t WEDGE ANCHOR WEDGE ANCHOR BETCO INC. For Mini-Store BUI i ii l 5 ® , DRAWN BY: APPROVED BY: THE BUILDINC.ENCINEERINC AND TECHNOLOGY COMPANY sur wt IMRI-R• DAVIDSON ADDED #F16010 SCREW 3-8-99 FOX P.O. BOX 1650 SCALE: DAM ERC015X DATE BY STATESVILLE,NC 28677 NTS 8-4-97 REVISIONS - - - - '�,� � ��� � �� I�•• tt1 � t �.f , -�. �.�. - _.L-�i�.�+ ! t � tt r'i �t 1.6 � I'I f--J S-�•1�° •1 '� {� • LIk - _ _ � � t a1-1.1ii.- a_•- .`, ;�,�_i�.a _ _ + �.1sli-r Yica�ar�r.� L r' 3 ��- - ss-rs :-:•;�:�a.a. i�1 --- - -- - - - - - --- _- - - - - s - - - - - -- - - - - - - - - - - Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 2^ BRACE "ZEE" INSTALLATION THE (2) 3/8" BOLTS THRU THE BRACE "ZEE" INTO THE WALL COLUMN ° ROOF BEAM CAP ANGLE SHOULD ONLY BE "FINGER" TIGHT UNTIL ROOF o 17ge- x 2 1/2 x 2 1/2' NOTE: IS INSTALLED. AFTER ROOF IS INSTALLED FIELD CUT FROM ANGLE SA-2 REFER TO BUILDING CROSS SECTION DRAWING ------ ATTACH WrrH ( ) ,12 x3/ sDF FOR DIMENSION FROM FINISHED FLOOR ELEVATION TIGHTEN TO NORMAL TORQUE. � NOTE BRACE "ZEE" TO FIT IN SLOT WALL COLUMN TO TOP OF ROOF BEAM. NOTCH AND SET ROOF E= AT TOP OF WALL COLUMN AND SCREW TO BRACE 'ZEE' BEAM AT THE HEIGHT SHOWN ON CROSS SECTION BACKSIDE OF HEADER... OOF BEAM SO THAT THE ROOF BEAM IS LEVEL FOR THE NOTCH IN ROOF BEAM SEC O SILAR TO SHOWN) SEE CROSS SECTION FOR ENTIRE LENGTH OF BUILDING. GT- OF ROOF BEAM A.F.F.) [ ____ 2x3/4 SDF • �(2) REQUIRED ROOF BEAM STIFFENER CLE 17 ge. x 2 1/2 x 2 1/2 x 15 1/2" LONG FIELD CUT FROM ANGLE SA-2 ATTACH TO WALL COLUMN WITH (2) 112 x 3/4" SDF EACH END HEADER 1j�BE 5^ yg "� 1%y SECTION A— A• �� • �rrk�to l c' I; F - `y� _ DF lr)pRO� 2 L2 i - f B�`" (a)ANN - VV. 111 Ht:� o Z ; 3A4,2 ! p� • 4: o t10 pf ' - V I B5 l Ba` fE � INP ,,�� ) lE& e w f e k Ak A f '`f5Df OR,r::9 JGam!/ ` e- ROOF BEAM AT COLUMN ROOF BEAM AT HEADER SHEET TITLE: ®BETCO,INC. Roof Beam Assembly Details Y' j . c1. J _ _- 7 DRAWN BY: APPROVED BY: I DRAWING NUMBER: _ P0 BOX 1650 B.D. • I MODIFIED NOTCI-f IN ROOF BEAM 3-9-99 FOX STATESVILLE,NC 28677 SCALE: NTS 5/8/98 1 ERC115X DATE: REVISIONS DATE BY I _ t • 1 BRACE "ZEE" ...FASTEN TO WALL COLUMN w/(1) ROOF BEAM ROOF BEAM A 3/8"0 x 3/4" BOLT, NUT. STAR ROOF BEAM CLIP ROOF BEAM i WASHER & FLAT WASHER EACH BRACE "ZEE" ROOF BEAM I FLANGE...FASTEN TO HEADER w/(1) INTERIOR COLUMN ; ° VERTICAL CHANNEL SA-2 (16" LONG) SECURE TO COLUMN W 1 0 0 PARTITION PANEL �' #12 x 3/4" SDF AT EACH FLANGE FASTEN TO ROOF BEAM W/ (2) o o . fJflj x 5/8" S OPPOSITE VIEW ' 10 DF ! o o I - - 4) PER PANEL ® TOP CHANNEL ! I I WALL COLUMN I I I I I liii I I I THIS CORNER DOOR MOUNTING PLATE II 1111111111 II liii II I I I ...FASTEN TO WALL COLUMN w/(2) I o o ! PARTITION PANEL 3/80 x 3/4" BOLT, NUT, STAR _ WASHER & FLAT WASHER EACH FLANGE - = - - OPPOSITE VIEW VERTICAL "ZEE" VERTICAL CHANNEL ...FASTEN TO WALL COLUMN BASE THIS CORNER FASTEN TO INTERIOR AND TO DOOR MOUNTING BRACKET f COLUMN w/ (4) W/(1) 3/8"0 x 3/4" BOLT, NUT, STAR #10 x 5/8" SDF WASHER & FLAT WASHER EACH END... WALL COLUMN 11 I PARTITION PANEL Il WALL COLUMN (30" COVERAGE) INTERIOR COLUMN #10 x 5/8" SDF i (4) PER PANEL ® BASE ANGLEIF _ PARTITION PANEL (30" COVERAGE) INTERIOR COLUMN FASTEN TO ROOF BEAM AND BASE PARTITION PANEL BASE ANGLE BA-112 w/SCREW GUARD ANGLE w/(4) #10 x 5/8" SDF "SHOOT" TO FOUNDATION 9 EACH...(1) PER PAN SECTION AND w/(4) 7/8" POWDER (1) EACH TO VERTICAL FRAMING DRIVEN FASTENERS... w/(4) #10 x 5/8" SDF EACH... FLOOR ELEVATION ° • THRESHOLD ELEVATION E SECTION A -A ENDWALL COLUMN A J ° PARTITION PANEL ROOF BEAM CLIP SIDE VIEW S OPPOSITE VIEW VERTICAL "ZEE" RE« THI CO ER ROOF BEAM i PARTITION PANEL VERTICAL CHANNEL BASE ANGL COV BA-=1 (30" ERAGE) = INTERIOR C ) ã_ _ OPPOSITE VIEW CONSTRUCTION ---- - THIS CORNER-f------- --- ------------- - _ - _ SHEET TITLE: -ice - _ ®BETCO INC. Partition - End wall Column L.BASE ANGLE BA-112 t o Interior Column ADJUST POSITION TOWARDS INT. COLUMN GENERAL REVISIONS ' - � 5/6/99 c� _c e�o,NGo ,c µo ha.+ax+eo��. AS NECESSARY. GENERAL REVISIONS 6/23/98 CJG DRAWN BY: APPROVED BY. DRAWING NUMBER: 1 P.O. BOX 1650 WALL COLUMN PIPE PLAN VIEW REVISION 6/4/98 KLH STATESVILLE,NC 28677 SCALE: DATE: ERC20OX REVISIONS DATE BY NTS 6/17/94 — - --- - — - - -— I � a -�I _�firli..I _e.�1L-� _7. !i� �..i:.a—a�"ILuS�ci.lu� I`__� _ — _ _ —_ — _ — _ _ __ — — _— Page is too large to OCR. BRACE "ZEE" FASTEN TO WALL COLUMN w/(1) " "ZEE" 3/8"0 x 3/4" BOLT, NUT, STAR BRACE "ZEE BRACE WASHER & FLAT WASHER EACH FLANGE...FASTEN TO HEADER w/(1) RppF BEAM ! #12 x 3/4" SDF S TI - IN COLUMN TOP CHANNEL TC-119.5 I WALL COLUM SECURE TO TOP OF DOOR ° ° MOUNTING PLATE w/(1) MOUNTING p�,TE - TITION PANEL #10 x 5/8" SDF...FASTEN TO INT. DOOR CHANNEL " A NEAEATLY FIELD COLUMN w/(2) #10 x 5/8" SDF... —— —r— — I TOp VERTICAL "ZEEW - BUT AND FE AM OPP OSITE VIEW I OF B RO 4) PER PANEL ® TOP CHANNEL I c ° j ENLARGED VIE DOOR MOUNTING PLATE i � ...FASTEN TO WALL COLUMN w/(2) I ° ° I 5/ SDF 8 3/8"0 x 3/4" BOLT, NUT, STAR ) #10 x " EE WASHER & FLAT WASHER EACH FLANGE VERTICAL Z VERTICAL "ZEE" ...FASTEN TO WALL COLUMN BASE AND TO DOOR MOUNTING BRACKET BEAM \TOp W/(1) 3/8"0 x 3/4" BOLT, NUT, STAR ppF WRT WASHER EACH END--. J R WALL COLUMN " AVERAGE) cNANNEI PARTITION PANEL PANEL (30 BASE FRAMING (30" COVERAGE) PARTITION TO TOP & SDF EACH-.' �NTER'OR #10 x 5/8" SDF FASTEN 10 x 5�8 & (1) (4) PER PANEL ® BASE ANGLE w� PER#PANFSLAPI�PINT EE" OI�MN EACH SID T�VERTICAL BASE ANGLE BA-112 w/SCREW GUARD FASNTERIpR CO8U SDF EACH•-- "SHOOT" TO FOUNDATION AND 10 x 5/ w/(4) 7/8" POWDER W/(4) # L DRIVEN FASTENERS... , , OLUM N - ---�_.�_ ---- WALL C FLOOR ELEVATION T THRESHOLD ELEVATION WALL COLUMN WALL COLUMN SECTION AA PANEL PARTITION EXTEND PANEL TO FACE OF COLUMN. " Rr '� TRIM PANEL EDGE AS NEEDED. #10 x 5�8 SDFED FOR VERTICAL "ZEE PARTITION PANEL E VIEW �Oy(� J ,� (30" COVERAGE) POSIT v (J - OP ORNER gar JUL '� THIS C 112 3 0 1999 BASE REW G BARD I—I--- A 8 - SC F[ li -- TOP CHANNEL TC-119.5 = = ~ COLUMNECAVITY) WALL _ _ J _, SIDE VIEW ` INTERIOR COLUMN _ _ SHEET nrLE: BASE ANGLE BA-112 w/ SCREW GUARD 0� Partition — Sidewall ewall Column L ADJUST POSITION TOWARDS INTERIOR ®BETCOINC. to Interior Column - 10' span - F COLUMN AS NECESSARY - flIE BU0.D"GE70"EEW"C AND lEOW0.0G7 C9YPM1► DRAWN BY: APPROVED BY: DRAWING NUMBER: Pope 10 -0.. GENERAL REVISIONS 4/12/99 CWM P.0. BOX 1650 J Pope STATESVILLE,NC 28677 SCALE: NTS DATE- 6 20 94 ERC202X PLAN VIEW REVISIONS DATE BY / / . - - - - _ -- - .7' . i�' • � � 1:'. - �. 3. ::! -1 , . � I•l 7�.� -�:.1 p - - �t1��r.;adkiii. ;rs.rr..1:1•. •��•�i.1s. .�� u�:- - xl _ - _ ti.1'_:�a.ui y.-- - -- - - - - - - - - - — - I ROOF BEAM ROOF BEAM 0110 i o o INTERIOR COLUMN INTERIOR COLUMN C C ^ A PARTITION PANEL ROOF BEAM NEATLY FIELD TOP CHANNEL HfkCUT AND FIT ...SECURE TO INTERIOR COLUMNS AT ROOF BEAM w/(2) #10 x 5/8" SDF EACH END... OPPOSITE VIEW INTERIOR COLUMN AT ROOF BEAM I1 ;#10 x 5/8" SDF TOP CHANNEL (4) PER PANEL © TOP CHANNEL ROOF BEAM PARTITION PANEL (30" COVERAGE) PARTITION PANEL (30" COVERAGE) ...FASTEN TO TOP & BASE FRAMING E �10 x 5/8" SDF w/(4) #10 x 5/8" SDF EACH... t 4) PER PANEL @ BASE ANGLE EACH ESIDEAOFSLAPIOJOINT.(1) ...FASTEN TO INTERIOR COLUMNS w/ (4) #10 X 5/8" SDF EACH... BASE ANGLE w/SCREW GUARD ..."SHOOT" TO FOUNDATION WITH 7/8" POWDER DRIVEN FASTENERS I I (4) PER 10 ft. BASE (NOMIMAL) (3) PER 5 ft. BASE (NOMIMAL) INTERIOR COLUMN = L. FLOOR ELEVATION ^ SECTION A -A BASE ANGLE GUARD (L s >t BASE ANGLE TO BE CENTERED RELU BETWEEN INTERIOR COLUMNS IDE VIEW CONST ROOF BEAM 4 J _[ Ii / ' / ' jINTERIOR COLUMN SHEET TITLE: I - TOP cHANNEL ��- e�PARTITION PAN Partition — Interior Column EL BASE ANGLE (30" COVERAGE) w/SCREW GUARD ■BETCO, INC. to Interior Column - _ - - - Tw BULMMENONEERM'"°TECHWX0CY CWPu17 _ - r PLAN VIEW (all ea ve h ei h ts) DRAWN BY: APPROVED BY: DRAWING NUMBER: GENERAL REVISIONS 5/7/99 CJG P.O. BOX 1650 J POPE STATESVILLE,NC 28677 SCALE: NTS DATE. 6/22/98 ERC203X REVISIONS DATE BY y II -- - - - - .. _,' _ •thy; {I-- F ` .?L - - - - - - _ - - _ - - - c • MULLION EXTENSION — — HEADER VERTICAL CHANNEL EXISTING TOP FASTEN TO TOP CHANNEL CHANNEL YVERTICAL "ZEE"- & BASE ANGLE w/(1) TOP CHANNEL TC-120 ...SECURE TO VERTICAL FRAMING P C 7 w/(2) #10 x 5/8" SDF EACH TO HANNEL END... PARTITION PANEL TOP CHANNEL p i PARTITION PANEL 4; #10 x 5/8" SDF ° c ° MULLION EXTENSION ni (4) PER PANEL CAA TOP CHANNEL A HEADER ENLARGED VIEW I III " MULLION EXTENSION VERTICAL ZEE" I OPPOSITE VIEW ...FASTEN TO MULLION BASE & HEADER MULLION CAP TOP CHANNEL TC-120 Li w/(1) #10 x 5/8" SDF EACH END... -TOP OF IC: 7'-3" A.F.F. - 8'-2" EAVE 7'-3" A.F.F. - 8'-6" EAVE 9'- !" A.F.F. - 10'-0" EAVE ._ H111 II IFTYJ. I1lUhIIIII 111111111 PARTITION PANEL (30" COVERAGE) #10 x 5/8" SDF rF-- MULLION MULLION #10 x 5/8" SDF #10 x 5/8" SDF (4) PER PANEL © RTI A BASE ANGLE V E C L ZEE" MULLION BASE IIIIIIIIIIllIIIIIIIIIIIIHIIIIIIlIIIHII [ PARTITION PANEL (30" COVERAGE) PARTITION PANEL ...FASTEN TO TOP & BASE FRAMING BASE ANGLE BA-120 w/SCREW GUARD w/(4) #10 x 5/8" SDF EACH... • SECURETO VERTICAL RAMIN NSECTION S CUR FRAMING PER E & (1) -y _ _ w/(1) #10 x 5/8" SDF EACH END... - --y i�-'-�--- EACH SIDE OF LAP JOINT... "SHOOT' TO FOUNDATION w/(4) 7/8" FLOOR ELEVATION ...FASTEN TO VERTICAL FRAMING POWDER DRIVEN FASTENERS... THRESHOLD ELEVATION w/(4) #10 x 5/8" SDF... BASE ANGLE BA-120 SECTION A -A w/SCREW GUARD VERTICAL CHANNEL VERTICAL & TOP CHANNELS 1 NOTCH TOP CHANNEL TO REL ALLOW FOR INSTALLATION OF uj Fc MULLION "ZEE" .,+ PARTITION PANEL p� 10 J�� �`, 1! STS } ER L V TICA PARTITION PANEL VERTICAL CHANNEL- BASE ANGLE BA-12 u� EXISANGLE A TING 3 U i F (30" COVERAGE) REW ARD BASE • =' _ _ OPPOSITE VIEW SIDE VIEW SHEET TITLE: TOP CHANNEL TC-120 = Partition - Mullion to - � r BASE ANGLE BA-12o _ _ -_ � _ ®BETCO INC. w/SCREW GUARD Interior Partition CORRECT VC 6/23/98 CJG DRAWN BY: I� APPROVED BY: DRAWING NUIBER: 6/4/98 KLH P.O. BOX 1650 J Pope PLAN VIEW YY REvIsION STATESVILLE,NC 28677 :TETNI: DATE. 6/22/94 ERC204X REVISIONS DATE BY - • _-- - - - --`- - - -- -- - 1i --- - - - ;iirSisL ' -  • - - - - ---- - - - - - - - - - EAVE TRIM EXTERIOR WALL PANEL ... 36" COVERAGE NOTE: STITCH PANEL LAPS w/ PREPAINTED #14 x 7/8" SDF ® 24" O.C. { EXTERIOR WALL PANEL ... FASTEN TO TOP & BASE SIDE CHANNEL SA-4 WALL COLUMN-. "SA-3" w "(3) PREPAINTED I I I I I SIDE CHANNEL SA-4 U I I I INSIDE CLOSURE WALL COLUMN BASE CHANNEL (18 GA)-8'-6" LG w/SCREW GUARD TURN FLAT EAR CONCRETE INTO UNIT AND SECURE TO THRESHOLD w/ (4) 7/8" THRESHOLD POWDER DRIVEN FASTENERS I TOP ANGLE`"SA-3" (P.P.) I I I W/SCREW GUARD I I I 1/2" MASTIC UNDER BASE SECTION # 1 • I I I CONCRETE THRESHOLD NOTE: INSTALL WALL PANEL SCREW CUT MAIN RIB AND 5/8" OF FLAT FROM GUARD OVER SIDE OF WALL PANEL, LEAVING 1" OF FLAT. EXPOSED STITCH SCREWS FINISH .WITH INSIDE TRIM ANGLE 1 CONCRETE THRESHOLD 1 SIDE CHANNEL (SA-4) (GL) BASE CHANNEL SECURE TO WALL COLUMN EXTERIOR WALL PANEL WALL PANEL w/ (4) #10 x 5/8" SDF INSTALLATION DETAILS DOW D A BEAD CORNING 791 SILICON - - - - SEALANT (BRONZE)(#M20055) ON BACK OF CHANNEL HEADER I I PREPAINTED #14 x 7/8" SDF PRIOR TO ATTACHING ® 24" O.C. \[ TOP ANGLE "SA-3A" (PREPAINTED) W SCREW GUARD a i WALL �?? 1 ri6� / rLl INSIDE TRIM ANGLE CORNER L11I1N3 (SOD INSIDE CLOSURE ¢ ...FIELD CLIP TRIM ANGLE AS NECESSARY TO CLEAR TOP ANGLE SECTION CONSTRUCjTIO j EXTERIOR WALL PANEL ►7 E C T I O 1 V 2 �qjE ... FASTEN TO TOP & BASE - 77` JULJUL 3 0 1999 "SA-3" w/ (3) PREPAINTED _ #14 x 7/8" SDF WALL COLUMN SIDE CHANNEL SA-4 u - e_ SHEET TITLE EXTERIOR WALL PANEL BETCO, INC. INSTALLATION @ 8'-3" WALL ne c ". COLUMN w 8 -8 LG. HEADER © GENERAL REVISIONS 3-24-9 FOX DRAWN BY: APPROVED BY: DRAWING NUMBER: P.O SE C 1BOX 1650 J Pope ►7-�I0 GENERAL REVISIONS 3-9-99 FOX . S O N # 3 STATESVILLE,NC 28677 SCALE: " DATE: ER C3Q2,X REVISIONS DATE BY 1/2" = 1 -0 6/27/94 - -�' - r.a:.r�aaa .="uiat—.:al �- �ai - j E STRUCTURE TABLE GRAPHIC SCALE ) SEC. 02, TWP. 26 S., RIG. 21E. DiLET INLET T;n TOP a- 1N✓. eL ------ m o ,e m w .o i I BASIN i-1 r Ts s! — 62 i-7 v 87PASCO COUNTY, FLO t 1-3 e7 j .41 ----J `---------- ------------ ------------ -----------------�/ 8 . STAGE #TORAGE RIBA t 1—a C 97 30 — ( W FE6e ) I ( # 1_S '. ;'T.T�J X91 ! 3 QY888f Il v. i n = 2O rc ! 1 DRA I -b 87.05 _34.41 ( ,� 90'-12"CARP 87.2 Elevation S.F. C.F. Told C.l Ac. Ft ELERGRLHI raLAa [ _ ss.s zosT 0 © 0109 SITE DITION I—. L I -1� V '; 1 87.59 I 85X0') 3845 3003 3.003 0.053 I—g C 87.15 5+.?T 1 I 85.00 4$70 }563 4785 0.1059 £ G4*LA pt 3 F - N 893134 E 95.38' T $�'3 241. 9' J� ` 86.00 6�3 ?523) 8288 0.190 88.0. . ' _L " 7.70 t 87.40 \ I I DRA 97,00 8462 7863 15948 0.36,6 4 87 / 87.70 87`64 ( 0 8995 9 5 3491 19440 0-446 # v r 86.0 m! I I 1 f i�vc'.ien 5 C F. Tat c.F. Ac. FL BOTTOM OF DRA 86.00 1 ==, = a-JJ 619 50 572 0.0w t ( .� 143 o e D.OOD EJUE carolrw.nom suTON 1 N 87.50 -- 70.00 &7.00 87.60! 1 I DRA # 2 !1 t^ 54040' Elevation SX, C.f. Tot01 CF. Ac: Ft. cR.64 EAST �, fin, i I 87.50 73e 0 0 0.055 4O ` �`---�• � !1I ' I �t"� EX. STORAGE w PRO OSED STORAGE PROPOSED STORAGE PROPOSED STORAGE � x a8.o t— ._t i BUILDING S o UILDING 8 BUILDING #11 BUILDING #15 ! I 87.50 2479 241_ 2413 0.0''45 NNii 5LT1on F.F. EL 88.00 XPANSION a F.F. EL. 87.80 F.F. EL 87.80 8 { EXISTING �ONC. BLOCK 84811101 P.0.141115 AS PERMITTED i i WALL 70P I EL. 87.60 p,;.J__ I F F. EL. 88.00 l— 50'-12'CMP SL''-I2'r_MP 1 C.L. FENCE. ABOVE W I` 7 4C /- 7_ � 87.40 ! E r4\ 11 17.70 S 1 11 --�+•— 0 1 19I© Ile ms ID i�t�I II�� I t t II 1 I II--��- 1 1 PARCEL 1 CATION MAP 40.00' 55 G0 0.00 80.00 ( ! E EXIST. FENCE ' i (5t .I I I A PORTION OF TRACT 53 & 60, ZEPHYRHILLS COLONY COMPANY LANDS, SECTION 2. TOWNSHIP 26 SOUTH, RANGE 21 EAST, LEGEND �' I ll v i 1 AS RECORDED IN PLAT BOOK 1, PAGE 55, PASCO COUNTY, FLORIDA COMMENCE AT THE SOUTHWEST CORNER OF SAID I EX. STORAGE PRO OWED STORAGE PROPOSED STORAGE PROPOSED STORAGE 1 I] i TRACT 60, RUN EAST 300.00 FEET ON AND ALONG THE SOUTH LINE OF TRACT 60 FORA POINT OF BEGINNING. I ; I 26` BUILDING #5 v LNG #5 BUILDING #10 BUILDING #14 I Q I THENCE NORTH 352.65 FEET PARALLEL TO THE WEST LINE OF TRACT 60, CROSSING THE SOUTH LINE OF TRACT 53, DRAINAGE RETENTION AREA NUMBER I 1 ! { F.F. EL 88.00 EXPANSION C F.F. THENCE EAST 95.39 FEET PARALLEL TO THE NORTH LINE OF TRACT 53, THENCE SOUTH 216.77 FEETPAR I I F EL 87.80 F.F. EL 87.80 ! AND PARALLEL O i I 11 � $ _ TO THE WEST LINE OF TRACT 60 CROSSING THE SOUTH LINE OF TRACT 53, THENCE SOUTH 135.82 FEET PARALLEL TO 1 1 1 ! F F. EL 88.00 50'-T2"CARP 50'-T2CMP I C THE EAST LINE OF TRACT 60, THENCE WEST 95.67 FEET ON AND ALONG THE SOUTH LINE OF TRACT 60 TO � 87.3 EXISTING GRADE ELEVATION 1 i t L _ THE POINT OF BEGINNING. I LLj I I 1 ` 87.30 1 PROPOSED GRADE ELEVATION' ; 87.3 87. - 7.70 i ( PARCEL 2 O I.3 a ! A PORTION OF TRACT 56 & 60, ZEPHYRHILLS COLONY COMPANY LANDS, SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, T I ' ' I I AS RECORDED IN PLAT BOOK 1, PAGE 55, PASCO COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS. -► - PROPOSED FLOW DIRECTION JP_I Ij I I THE NORTH 200 FEET OF THE SOUTH 335.82 FEET OF THE EAST 257.05 FEET OF SAID TRACTS 56 & 60. EXCLUDING v I I . ! ( 40 00' 55 c)' 7ono so0o THE EAST 15 FEET FOR ROAD RIGHT-OF-WAY. PROPOSED TRAFFIC DIRECTION =I 1 I EX. STORAGE i PRO OSED STORAGE N PROPOSED STORAGE PROPOSED STORAGE t j H II BUILDING #4 B TILDI 'G #4 EXPANSION` BUILDING #9 9 BUILDING #13 1 87.00 1 T.O.B. EXISTING TOP OF BANK 1 1 a C. 8 g GE dERAL NOTES STOR11 VA MANAGEMENT SYSTm-j F I F.F. EL. 88.00 1 F -- EL 88.00 F.F. EL 87.80 F.F. EL 87.80 � T.O.S. EXISTING TOE OF SLOPE 1 t t 1 f� 40'-12•0 iP 40'-12'CMP 185.E ! I. ALL WORK SHALL CONFORM TO FLORDA DEPARTMENT OF TRANSPORTATION OP E RA a TIN �G BAND 1UAII TENANC', rL Ij �— I - SPECFICATI NS AND CITY OF ZEPNTRHILLS sins. - PROCEDUUES �_/, { SPECWICATJONS AND ZONING REGULATION&. 500. DENOTES ASBUILTS i t t 87.40 7 7 - I - - - I 2. EXISTING SANITARY SEWER.ELECTRIC.CABLE T.V.TELEPHONE.GAS. THE STORM WATER FACI.ITY MUST BE MAINTAINED PROPERLY F 11 1$TO ! I `M'— �" I ( STORM WATER AND WATER SERVICE UTUTES TO BE LOCATED. BY PERFORM THE SERVICE FOR W#CH IT WAS DESIGNED, THIS IS INTENDED TO DATED 2/11/97 I 1 1 (1 C1 I I CONTRACTOR,PRIOR TO ANY EXCAVATION. BE A GLIDE TO TE PROPER WAYS TO MANTAN THIS FACIJTY. TIS IS t II �8T_qcJ A CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO EXIs/1NG UTILITY r A GIBE AND sHOLAD M001FIED AS FEtp CONgT1pH1S R£3(ARE I OM OF DRA # 3 f t t I l . 7'78 CO UCT 5'WIDE I SERVICES ANY DAMAGE 1O EXISTING FACILITIES SHALL BE REPAIRED 1. MONTHLY,VISUALLY INSPECT STORM WATER FLOW PATHS TO INSURE EL 86.00 1 II 40.00' 45(),J �x7 ,G5. SLOT W/SKIMMER I AND OR REPLACED AT THE CONTRACTORS EXPENSE AND TO THE OWNERS THAT No CLOGGING OR EROSION HAS OCCURRED. 1 1 42'-1" 42'-*12'CMP CREST EL. 87.00 ( sATTSFacnON I 11 EX STORAGE o PRO OSED STORAGE P OPOSED STORAGE PROPOSED STORAGE o 1 1 4. ENGINEER SHALL BE NOTIFIED AS TO WHERE EXISTING UTILITIES 2 SYSTEM co THREE wo> NTS TO MONTHS, S'ASUAU.Y INSPECT E THAT EXCESSIVE ALL STORM HAS NOT I t It 11 _ BUILDING #3 .. UILDING #7 S BUILDING #B € - BUILDING £12 8 I 1 INTEFARFERE UTIUTES aOSE UTiliTY SERVICE TO�1H PROPERLY SILTATION HAS OCCURRED,NAVE AMU,AREAS 1 I I I F.F. EL "' , F. EL 88.00 F.F. EL 87.80 F.F. EL 87.80 PROPO5O)WORK. triI 6 I 87.4 87.4 87.5 1 1 $ CONTRACTOR REQUIRED TO UTBJZE AND MAINTAIN,DURING OF THE YEAR.MOW ANY GRASS WTHN THE CTON AREAS.GRASS lO +O t 011 - L, 88.06 - 3. WEEKLY GURHO SUMMER MONTHS AHD BI-WEEKLY DURING THE REMAINDER Q� . ' k'�C I 1`II 1 t• 87.0 , CONSTRUCTION,EXISTING DRAINAGE STRUCTURES AND UTILITY CLIPPINGS SHAH BE COLLECTED AND REMOVED FROM THE SRE FOR 87.50 .79 1 I'1 I I SERVICES PROPER DISPOSAL. 1 . 8140 I I L NJ.AREAS TO TRAFFIC DORGG E EXISTNG0N. CENT ROADWAYS SHALL BE OPEN - - --11 - EflOSION PREVENTION AND `�) 87.15 87.52 _ 78 r 1 ! y. ALL EXISTING DRft£WAY coNRECTDNs TO NEAT LINE CUT AND BASIN #2 _ I REPLACED TO MATCH HEW PAVEMENT LADE DI '�"A'PIO'Al CONTROL � y0.t�� M.E.S.. ® - M.E.S. ' - 1. Au WORK SHALL CONFORM TO THE FLORIDA DEPARTMENT OF .- Rd I 8. AREA DESIGNATED BY OWINER SHALL tJTI.IZED FOR F_OUIFLES TRANSPORTATION AND ary OF ZEPHYRHILLS ETANOMVOT, BASIN #1 EX. STORAG I I ATOROVE BY THE AND SUPPLE$sHltLL BE STORED IN AREAS n,•-..t.ra.n ne) c �.Cs7 APPROVER)BY THE OWVER. SPECIFlCAVNS AND REGU ATIONS. r� '— F.F. EL. > o t8 /— 86.90 ( A CONTRACTOR TO SUBMIT SCHEDLIE OF WORK WTHIN 10 DAYS OF NOTICE 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF MASONRY ! OF AWARD.DETAIED WOW.SCH DULE SHALL BE REQUIRED PRIOR to 7 L _ 88.06 �Qs/- - - - - - - - - - - - ---- -EXISTING CONC. BLOCK � 2 87.60 5 DAYS S H LL BWITTED TO THE REVIEW LISTING ANo 3 J/� START OF'CONSTRUCTIONEXISTING DRANAGE STRUCTURES AND UTLJTY SERVICES DUPoNG RD.SCIffp SHALL EE OF AWAIID TO THE OMHRER AMID ENGINEER WTHN - 86. - { 87.5 87.7. (CO ALL DISTURBED AREAS NOT INCLUDED N THE LA DSCAPE PLANS � 2,' 'QS ! 'J WALL TOP EL. 87.60 10. SUB-GRADE PREPARATION: ALL PAVING SUB-GRADES SHALL BE SHALL 1E SODDED, BENCHMARK 1 it I �/1/ cREA TE S A MYEERsfLY AFFECTED BY 7HE STORM WATER RUNOFF. 1 -+Vlr• C.L.C.L FENCE ABOVE PREPARED IN ACOORDMCE WTH 111E STE SUBSURFACE NYESTIGATION SQUARE CUT IN I t NI II , p -- -� r- REPORT GR THE DETALS PREPARED FOR ONE PROJECT. 4 TIE SITE SHALL BE RSELY A GRADED SUCK THAT M OFT SITE S.E, CORNER , i 11. ALL AREAS SHALL BE F1iOTECTED fROM EROSION CAllSF9 BY STORM RTJ WIF TO THE ADJACENT RIGHTS OF WAY SHALL BE MNAIZHD. CONC. EL. 88.52 s I tai EXIST. APARTMENT COMPLEX EXIST. RETAIL STORE WATER RUNOFF BY VEGETATION.STAKED HAY BALES.TEMPORARY >1E EXISTWG DRAINAGE FADIUTES'WTN1N THE RKHT DF WAY i �� 55.00' I ( Mr. LoBall Gas GRArn+G.ETG THE RIGHT OF WAY ROPE BE SODDED. SH BE PROTECTED AT ALL TIMES BY THE USE OF STAKED NAY H HALLMN- BALES ALONG THINE PROPERTY LIE ANY gSTUR6cD AREA W7NIN CONC WALK ! I ' t II S ALL AREAS SHALL BE PROTECTED FROM EROSION CAUSED BY STOHLW M MASONRY - WATER RUNOFF BY VEGETATION,STAKED NAY BALES, TEMPORARY I I I I 1: O SLOT WIDTH= 5' I - cRADNG,ETC. ! I OFFICE STORAGE G G, BUILDING CREST EL. ELEVATION = 87.00 12 I 32>t t �o �C 8' BUILDING #1 5 O1 ALUM. OR FIBERGLASS I, I t I F.F. EL SKIMMER PROP. P'` T• II FENCE PROP. F.F. I I 85.05 4 ' ' ' FENCE ! ?t��'• } , I m I 87.60 ! EL 87.s0 I I I I TOP OF C.B. WALL = 87.60 - / 87.60 ! _ EXIST. C.B. WALL I Lr._ II 1 ( , '� X° — BOTTOM OF SKIMMER I .. ExlsT. C.B. WALL - `. M.E.S. lt,\ PROP. BIT. EL 84.00 F J --M•— t I I � EXIST. GRADE GRADE 1�`x� EXIST e 1 1 I 87. i I I �I I � t (^� rn ~ I 1. SKIMMER TO BE CONSTRUCTED ON RETENTION SIDE OF CONTROL STRUCTURE SECTION gtyyT,-82.51 BOTTOM ELJ85.30 Ip r I, -$7 7 t 1 2. FABRICATED FROM SHEET ALUMINUM OR FIBERGLASS 1 SECTION ^o BERM I j I I LI ;. \ 87.30 8 .30 y1 510N '1 NOTES:' NTS - I TOP EL 7.39 ! 1 SLOT DETAIL ,1 , 1. DRAINAGE RETENTION AREAS PER SURVEYED DATA, SUPPLIED BY OWNER. 1 8.7 I I I TOP OF L 87.93 1 `- S5 i I I I 2. SITE IS ZONED COMMERCIAL. C� 3. REFUSE COLLECTION BY CURBSIDE PICKUP. a t 81 85.a 7 .! 863 6. 4 Ili ,I 86.7 - .-1 T/4•ACSC TYPE S-DI 4. FIRE PROTECTION BY CITY OF ZEPHYRHILLS FIRE DEPARTMENT. OWNER/DEVELOPER ED I d II. PO ER POL: 5. S.W.F.W.M.D. NOTICED GENERAL PERMIT SHALL BE OBTAINED PRIOR TO REV. DESCRIPTION I BY I DATE S 89'27 1 95.57 THE BEGINNING OF ANY CONSTRUCTION. JOHN J. BOLENDER J . . r'y a 6. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES, FOR APPROVAL: TO SHOP: TO FIELD: / y--J f _—�— ate__--__—_- BOLENDER WAREHOUSE REGULATIONS AND OF CITY POLICIES. R & R APPROVAL AS BUILT: - I iiiijI i i 7. CONTRACTOR SHALL HAVE THE APPROVED PLAN FROM THE CITY MINI STORAGE t oI --! TOP EL. 87.52 Wf A1N[�K-P7, ' t 9" susunD s IeGR OFZEPHYRHILLS ON—SITE AT ALL TIMES DURING CONSTRUCTION. 38447 OR. 54 EAST CREST 86.86 ganeerin , i ZEPHIRHILLS, FL 33540 CARNE.L aaL �A' OD T 6536 Stadium Dr. Suite A 2225 East Ed ewood Drive, Ste' S LAND - USE TABLE 813-788-5969 N � RIM EiEVATrQ�"'sa.17 � TYP. SECTION � $ t Zephyrhills, Florida 33540 Lakeland, Florida 33NS03 [ I COUNTY ROAD No. J4 t DESCRIPTION AREA UNITS ACRES 813 715-1961 Fax 813 715-4812 94! 666-3727 Fax 94! 668-5747 I I --_„„—J PAW$CMOTIFS - UD L---------------------- k EXCFOINIUOANI( ANDT.STANowO EOr 8EN BUILDING 27,970 S.F. 0.64 32.5 JOB NAME: BBOLENDER R DRAWN BY: LAZ CHECKED BY: / FCR RWD A/�om 0"SMUCT04.3PECbMATMINB MINI-STORAGE SCALE: 1" = 20' 2 AS"&=CONCRETE SURFACE TO BE F.o.O.T ROADS, PARKING, DRIVES 39,088 S.F. 0.90 45.5t RETENTION - 15,070 S.F. ■p■ Q DATE: 6-10-99 DI BARE NAVE AN LAP-AID ty ADDI IO �$ CL)U a IA4HIXX BASE TO NAVE AN L13R-,00 AND IS TO RE 0.44 22 DOW Imo TOA OF THE M4Uf111UM DENSITY A OPENSPACE 3,940- S.F. JOB NUMB_ ER SHEET L f1 4. STAMLITD 9LBGRADE TO HATE AN LAR-4D TOTAL; 86,068 S.F. 1.98 100 DESCRIPTION: SITE PLAN - o AND S TO HE Od4DACOED H lAS CF SE MMWAJIH M Q - DENSt7Y AOCORDRN TO AASNTO T-UH0. �M L-4 uL1Tt� E -d,'F SAa L Ls .,• 1+setii J�aA�-,.tu- -uyY. ��+'- ;Lti. 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