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HomeMy WebLinkAbout751 Cornwall Rd 01-152, 01-937 New construction R & E foodsFACTORY APPLIED SEALANT 24" COVERAGE 610mm COVERAGE 2 3/8" 2 3/8" SMOOTH 60mm 60min EXTERIOR SURFACE 1 1/8" 29mm 3" 76rnrn 1 7/8" 48mm � v STANDING SEAM ROOF PANELS (SSR) 2 1/8" 2 1/2" 54mm 64mm I 50 LTP 6 1/2" 165mm 2 1/8" 2 1/2" 54mm 64mm 6 1/2" (165mm) GIRTS / PURLINS 2 1/2" 2 1/2" r64m r64mm 0 8 1/2" 50 216mm LIP I I I I 2 1/2" 2 1/2" 64mm 64mm 8 1/2" (216mm) GIRTS / PURLINS 3 1/2" 89mm 11 1/2 292mm 3 1/2" -------------- 8 9mm 11 1/2" (292mm) PURLINS 36" COVERAGE 914m. COVERAGE 12" TYP. J., TYP SMOOTH 305mm EXTERIOR 1 3/16" 25mm SURFACE 30mm ,4-ROOF PNL 2 31/32" —� �"� BEARING EDGE 74mm (ROOF PNLS ONLY) TYP. PANEL RIB ROOF & WALL PANELS (PR) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 72" TYP. 305mm TYP 36" COVERAGE 914mm COVERAGE 2 5/161, 59mm TYP. `v- 1" TYP.—+ 25mm EMBOSSED EXTERIOR 1 3/16" SURFACE 301nm VEE RIB WALL PANELS (VR) Building Code: 97SBC 16" COVERAGE 406mm COVERAGE EMBOSSED EXTERIOR SURFACE 127mm 152mm 127mm 1 1/4" 3 32mm � 1 �3/76mm 44mm SPAN LOC WALL PANELS (SL) Live Load: (Reducible) 20.00 psf Coll. Load:Gravity 3.00, Uplift 0.00 psf Wind Speed: 100.00 mph Ground Snow: 0.00 psf Snow Exposure Category: 1 Seismic Hazard Group: Group 1 Building Use:Standard Occupancy Structures VP BUILDINGS, INC. RISC CATG. MB CERTIFIED VP Rni 1 di ncrs. Tnr.. 3200 P1 avers C1 nh Ci rr.l P MPmnhi s TN :' fR1 25 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS GENERAL NOTES ASTM DESIGNATION A529 OR A572 OR A570 OR A607 A570 OR A607 A572 A36 OR A572 A653 OR A792 A307 AND A325 GRADE 50 GRADE 55 GRADE 65, UNLESS NOTED FY= 36 KSI OR GRADE 50 GRADE 50 A325, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTED CONNECTIONS EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS AND DETAILS ARE SUBJECT TO AXIAL TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY PRE -TENSIONED AND INSPECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE RISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AND THE APPLICABLE BUILDING CODE. WASHERS ARE NOT REQUIRED WHEN THE "TURN -OF -NUT" TIGHTENING PROCEDURE IS USED. IF OTHER BOLT TIGHTENING PROCEDURES ARE USED, LONGER BOLTS AND WASHERS AS REQUIRED BY THE SPECIFICATION WILL BE REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS. 4. BUILDER / CONTRACTOR RESPONSIBILITIES VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) IN CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VP BUILDINGS PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED TF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VP BUILDINGS DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VP BUILDINGS, IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBO FA-240 ISO 9001 CERTIFIED CITY OF LOS ANGELES TYPE 1 FABRICATOR CITY OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION Seismic Hazard Group: Group 1, Seismic Performance Category: B Av= 0.0500, Aa= 0.0500, Moment -Resisting Frame System, Ordinary Steel Frames (R=4.5 Cd= 4.0) Building Frame System, Concentrically Braced Frames (R =5.0 Cd= 4.5) Analysis Procedure 1607.4 used THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 9/26/2000 10:57:53 COVER SHEET BUILDER The Haskell Company CUSTOMER LOCATION Sanford, Florida PROJECT R & E Foods REFERENCE NCO012276-01 FILENAME NC0012276-010E1.DWG.vpc VPC VERSION 2 .0 01 DATE 9/26/2000 TIME 11:01:54 DRAWN / CHECK VPC DMB PAGE 1 -,-`OR CONSTRUCTION Vt 1?UL L lALIIU0i 111t . --vv I -- vim. .ice - - - - - - - - - - ii�i«v�=�.� ..• FOR CONSTRUCTION ----- - -----^.Y..-- ..iL. tc a-acutei-L.Lo iav Jvtc.J :II Lts/zvuu 8:J7:qu _ _.... Kt; .UP'L FOR CONSTRUCTION Frame Member Schedule Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth 1 CX_001 5" .1345 .1345 1'-1" 1'-1" 26'-10 1/8" 2-4 BGX001 5" .0650 2@.0650 8 1/2" 8 1/2" 17'-6 5/16" 5-7 BGX002 5" .0730 2@.0730 8 1/2" 8 1/2" 20'-0 13/16" 8-10 BGX003 5" .0730 2@.0730 8 1/2" 8 1/2" 27'-7 5/16" 11-13 BGX004 5" .0730 2@.0730 8 1/2" 8 1/2" 27'-7 5/16" 14-16 BGX005 5" .0730 2@.0730 8 1/2" 8 1/2" 20'-0 13/16" 17-19 BGX006 5" .0650 2@.0650 8 1/2" 8 1/2" 17'-6 5/16" 20 CX002 5" .1345 .1345 "1'-1" 1'-1" 26'-10 1/8" 21 EPX001 6" .1875 .1345 1'-2" 1'-2" 27'-11 3/16" 22 EPX002 5" .1345 .1345 9" 9" 29'-7 1/8" 23 EPX003 5" .1345 .1345 9" 9" 31'-3 1/8" 24 EPX004 5" .1345 .1345 9" 9" 31'-3 1/8" 25 EPX005 5" .1345 .1345 9" 9" 29'-7 1/8" 26 EPX006 6" .1875 .1345 11" 11" 27'-11 3/16" Denoted with circle Dimension KeV [11 8 1/2„ [21 2 @ 5'-0" [31 4'-3 1.5/16" [4] [51 l'-6 11/16" [61 2'-6" [71 2'-1 11/16„ (8] 2'-0 5/8" [9] 2 @ 2'-1 3/16" [101 3 3/8" [111 32'-9" Denoted with rectangle - FB2070 J FB2070 FB2070 ," A325 Bolt Connection & Plate Schedule Id Qty Bolt Bolt Plate Rows Rows Tension Washer Dia. Length Thick. Out In Bolt A 4 1/2" 1 1/2" 3/8" 1 1 B 4 3/4" 2" 3/8" 1 1 Denoted with hexagon Frame Clearances Horiz. Clearance between members 1 and 20: 126'-5" Vert. Clearance at member 1: 26'-0 3/4" Vert. Clearance at member 20: 26'-0 3/4" Vert. Clearance at member 21: 27'-0 7/16" Vert. Clearance at member 22: 28'-8 7/16" Vert. Clearance at member 23: 30'-4 7/16" Vert. Clearance at member 24: 30'-4 7/16" Vert. Clearance at member 25: 28'-8 7/16" Vert. Clearance at member 2 6 : 27'-0 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 5 5 65'-2 11/16" 1.000:12 65'-2 11 5_0„ o o /16 1.000:12 10 @ o ` O o 10 @ 5'-0" 0 fl 7 o In w r V (1I m FB2070 0 I FB2070 io FB2070 r+ O _ I Q 1 99'-1 1/2" 99'-1 1/2" 1 13'-6" 20'-0" 20'-0" 23'-0" 20'-0" 20'-0" 13'-6" 130'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 U VP REF., Shape Name = R & E Foods along Wall 4, Frame 1 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE, SEE JOB DETAILS FOR BOLT LENGTHS. THE VP ENGINEER'S SEAL APPLIES N To THE �r7D DESIGN ANDD NPRODUCT of VPP AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY To THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT Building Code: 97SBC Live Load: (Reducible) 20.00 pSf Coll. Load: Gravity 3 . 00, U lift 0 . 00 s f p p Wind Speed: 100.00 mph Ground Snow: 0.00 psf THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY P'OR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 1 REV DATE BY DESCRIPTION BUILDER The Haskell Company p y DATE 9/29/2000 OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS BY VP. Snow Exposure Category: 1 Seismic Hazard Group:Group1 Building Use : Standard Occupancy Structures THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER LOCATION Sanford, Florida PROJECT R & E Foods REFERENCE NCO012276-01 VP TBUILDINGS VARCO-PRUDEN TIME 12:43:26 DRAWN/CHECK VPC DMB NTS VPC VERSION: 2 PAGE 0� VP Buildinas, Inc. 3200 Plavers Club Circle Memphis TN 38125 .0 9/2R /2SS0 1 5 _ 57 56 FILENAME: NC C1O 1 2�7�_O1 nF1 _ nwr _�m� V L L.) U 11 lA 111- J . 111 V . - - v v i y u. v ... i v v - ...- -- - -- - - FOR CONSTRUCTION Vt 1JULL\.LL11 l.lJ a -I,-- ———— ---- --- --- --- FOR CONSTRUCTION FOR CONSTRUCTION VP Buildinas. Inc. 3200 Plavers Club Circle Memphis TN 38125 0/2R/2000 15--5R-22 FILFNA-ME:-01nF1 _nwc;_vmr, FOR CONSTRUCTION VP Buildinas, Inc. 3200 Plavers Club Circle Memphis TN 38125 9/2R/2non 15.5R-2R N('001 22-76-01nF,1 -F)w�-v-n(-, FOR CONSTRUCTION Vr t5UlIU1.i1U61 111c:. JGvv riaVclLD ",iUu \.1.L��c —1«ti.4— — - - - FOR CONSTRUCTION Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mein. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members 1 and 12: 123'-l" 1001 CBX003 5" .1345 .1345 9" 9" 4'-7" Dia. Length Thick. Out In Bolt Vert. Clearance at member 1: 24'-3 13/16" 1 CX014 5" .3125 .1644 1'-0" 2'-9" 27'-6 11/16" A 6 3/4" 2" 3/8" 2 1 Vert. Clearance at member 12: 24'-3 13/16" 2 RBX027 5" .2500 .1644 2'-7" l'-5" 16'-11 5/8" B 14 3/4" 2" 1/2" 3 4 Vert. Clearance at member 13: 29'-1 9/16" 3 5" .2500 .1345 1'-5" 1'-5" C 6 3/4" 2" 1/2" 1 2 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 4 RBX012 5" .2500 .1345 1'-5" 1'-5" 35'-0" D 12 3/4" 2" 1/2' 3 3 5 5" 2500 .1345 1'-5" 2'-1" E 4 3/4" 2" 1/2" 1 1 6 RBX013 5" .3750 .1875 2'-1" 2'-10 3/4" 20'-0 1/16" F 4 1/2" 1 3/4" 1/2" 1 1 7 5" .3750 .1875 2'-10 3/4" 2'-1" Denoted with hexagon 8 RBX014 5" .2500 .1345 2'-l" 1'-5" 35'-0" 9 5" .2500 .1345 1'-5" 1'-5" 10 RBX028 5" .2500 .1345 1'-5°' 1'-5" 20'-2 7/16" il 5" .2500 .1644 1'-5" 2'-7" 12 CX015 5" .2500 .1644 1'-0" 2'-9" 25'-2 5/16" 13 ICX003 9" .2500 .1644 10" 10" 30'-0 1/16" Denoted with circle Dimension Key [1] 3'-11" [21 12'-0" [3] 8 1/2" [41 2 @ 5'-0" [5] 4'-3 15/16" [61 1'-6 11/16" [71 2 @ 4'-2 5/16" [8] 3 3/8" [91 2'-1 1/8" [10] 32'-9" [11] 3'-11 3/16" 1.000:12 Denoted with rectangle E A K 6 6 IN I I I I --(2) FB4040� I I I I I !-V � o � O 0 N <n W -'- o � 20 w 99'-1 1/2" 2 11/16" 1.00012- @ 5'-0 �r O 5'-0 0 0 65'-2 11/16" 1.000:12 CD ro 0 11 @ 5'-0" N [14 ..*a N O NO N N O -- 7 O O 61 Q. N - ----- -_ w______4 J ID D ® N cQ F Og - -- wa Nw - I -- _ 99'-1 1/2" 130'-0" FRAME CROSS SECTION AT FRAME LINE(S) 8 VP REF., Shape Name = R & E Foods along Wall 4, Frame 8 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. Building Code: 97SBC Live Load: (Reducible) 20.00 psf Coll. Load: Gravity 3 . 00, Uplift 0.00 psf Wind Speed: 100.00 mph Ground Snow: 0.00 psf Snow Exposure Category: 1 Seismic Hazard Group: Group 1 Building Use : Standard Occupancy Structures THIS DRAFTING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Memphis TN 38125 VP Buildinas, Inc. 3200 Plavers Club Circle REV DATE I BY 9/2R/20n0 5'-0 99'-1 1/2" 0 N 0 a U h I I 1 (2)FB4044 I I I I I jFB3054 I 11 I 6 .9 a I I I FB3020 I1001 N I I I JFB2110 I _ o I � � I � - 4 I I � I I FRAME CROSS SECTION AT FRAME LINE (S) 8 DESCRIPTION BUILDER The Haskell Company CUSTOMER LOCATION Sanford, Florida PROJECT R & E Foods NTS REFERENCE NCO01227 6-01 15,55,42 FILENAME: N(:001227C-010F1 _nWC;_Arnc� DATE 9/29/2000 TIME 12:43:26 VP BUILDINGS DRAWN/CHECK VA.RCO-PRUDEN V P C DMB O vPc VERSION: 2.0 PAGE ® FOR CONSTRUCTION VP Buiidinas, Inc. 5000 rlavers uiuD uircle Elie RLD11i5 ILv 101.GJ "- "' FOR CONSTRUCTION VP Buildinas, Inc. 3200 Plavers Club Circle Memphis TN 38125 q/2R/2000 1 5 - 5R - 57 FILENAME: NC001 2276-01 nFF1 _nWC_vnr,. FOR CONSTRUCTION VP Buildinas, Inc. 3200 Plavers Club Circle Memphis TN 38125 y/�H/�t)t)tt i �y �iti y- iv�.�,u ��,r�-u1ur I _I)VV _vmr. VP Build.inas, Inc. JZUU Plavers club c-ircle memonis 1'1V .5Z91Go �1/ """ FOR CONSTRUCTION FOR CONSTRUCTION VY buiiainas. inn. SGUU Yiaver'S I,iuD 1,j- uiu PiCiLLUillb ILv Vr 1)U111A1111.1J---- 1 5-59-- R MCnn1227h-01OF1 _nW(,_vnr. VP Buildinas, Inc. 3200 Plavers Club Circle Memphis TN 38125 9/28/2nnn FOR CONSTRUCTI Part Mark Key (1) SA2034 (2) SA4044 Denoted with hexagon (+) SSR Fixed Clip Location Dimension Key [I] Ito,, [2] 3'-11" Denoted with rectangle 0 0 N io I 0 I 0 Non-Std Secondary Part Schedule Part Thick. Depth Lap 001T35084110.1200 8 1/2" 0'-0" OIE2508417 0.0590 8 1/2" 0'-01, OIE2705417 0.0590 8 1/2" 01-01, 02E2608417 0.0590 8 1/2" 0'-011 02E2708417 0.0590 8 1/2" 01011 02E2805417 0.0590 8 1/2" 0'-01, 02P2708416 0.0650 8 1/2" 0'-01, 3OP2710017 0.0590 8 1/2" 1'-01, 30P2907017 0.0590 8 1/2" 11-01, 40P2711417 0.0590 8 1/2" 1'-0" 4OP2908417 0.0590 8 1/2" 1'-01, T 2 4 ' - g 11 I --0 U250841"--- r251141 �{ 5T2904 �J 7- 02T2511416 35T2904017- 02T2511415 35T2904013- 35T2904011 35T2904012 35T2904014(Typ.)- 001T3508411 36T2910014 (Typ. )- 6T291001 6T2910012 -36T2910013 2T2511415- -36T2910017 2T2511416- 36T291RE 7 P25114 25084 24'-9" I Sag Angle Schedule (32)SA2034 Typ, at 21-1 3/1611 spaces (192)SA4044 Typ. at 41-2 5/16" spaces (14)SA3022 Typ. at Ridge (304)SA5017 Typ. at 51-0t, spaces (4)SA2024 Typ, at 21-0 5/81, spaces at corners (4)SA2034 Typ. at 21-1. 11/16n spaces at corners (8)SA2077 Typ, at 21-61, spacer at corners (7)SA2030 Typ, at 21-1.1/811 spaces at Canopy See SED: BR09A5 for location See Part Mark Key for Sag Angle X-ing location 15 25'-91'___-25'-9"-5'-911 � 25'-9" �--25'-9" 25'-91,�' 25'-9" 27'-6" 27'-6" 27'-6" � -- 27'-6" 19'-0" 18'-01,� - - -02E2708417- ----02E2608417 -- ----01E2508417- -- ---- -- -----01E2705417---- ---------01E2/05417�-`-------�------ 02P2708416 O1E2508417 -- - - 02E2805417- - ---- - - O1U2508416 - - -L - --01U2508416- - -- --- - - -- - - 30P2710017 40P2711417 40P2908417-3OP2907017 01U2508412` - - - - - ---01U2508415- - - - __ 40P2711417 40P290841 7 Q O N N 01U2508415---- - ---01U2508415------ _ ----- 0 -01U2508416----- 01U2705414----- 01U2705413----- -- N O O --01U2705413--------------01U2705411----- 43T3011417 O N N O �J--01U1811414---, --0 1817 17--+ 43T3011417 `' 0 43T3011417' `' Q ' , 44T330II417 -45T3408417' N O �,- + 190 7 + 43T3011414 , N , 0 44T3308417 T330841N N N + 43T3011417 43T3011417 ' Q O 402202 302T109O2417 + i 43T3011417 Q 45T3"-_03417 44T3308417 43T3011414 43T3011415 43T3011413 41T2202411 + 31T2007017 43T3011414 44T3111416 44T3308417- 45T3408414 02T1902416 43T3011414 44T3308415 41T2202414 31T2007015 CD , N 43T3011415 43T3011415 43T3011414 43T3011416 43T3011415 44T3111416 45T3408414 44T3308415 44T3308414 41T2202415 I I O N 43T3011415 43T3011415 43T3011415 43T3011416 45T3408415 44T3308415 41T2202417 i 43T3011416 (Typ. 43T3011416(Typ.) 43T3011416(Typ.) 44T3308416(Typ.) 45T3408416(Typ.) 44T3308416(Typ.) T2202416(T -43T3011417(Typ.) 43T3011417 43T3011417(Typ.)` 43T3011417 yp ) - - - - - - - - - - - - - - - - - - 43T3011417(Typ.) 43T3011417 44T3111417(Typ.) 44T3308417 = - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - 43T3011417(Typ.) 43T3011417 ,43T3011417(T >- - - - - - - - - -- - _ 45T3408417 _ _ 4T330841 - Yp•) 43T3011417------_____ - 44T3308416(Typ.)-- 4 7 _ _ _ _ _ 41T2202417 1T2007014(Typ.) 0 43T3011417(Typ.) 43T3O11417 44T311141_7 45T340841"! 46T3508417 - - - - - - - - - 44T3308417 46T3508416(Typ.) 41T2202417(Typ.)31T2007014 P ro 43T3011416 (Typ. ) 43T3011416 (Typ • ) �' - " ��-., ' ( YP • ) N __43T3011416 (Ty 44T3111416(Typ.) 45T3408416(TYP•) 46T3508416(Typ•) 44T3308416(Typ.) -43T3011415 43T'3011415 43T3011415 43T3011416 45T3408417 46T3508415 46T3508415 0 i oN -43T3011415 43T3011415 43T3011414 43T3011416 43T3011415 46T3508414 44T3308415 46T3508415 41T2202415 0 I N -43T3011415 43T3011415 43T3011413 43T3011417 43T3011416 41`P22O2414, 43T3011414 45T3408417 46T3.508414 46T3508415 41T2202414 3IT2007015 43T3011417 43T3011417 N N 43T3011417 N N N 0 45T3408417 02T1902416 O �, � O 0 -" '-•� � N 44T3308417 - 41T2202414 + 31`1'2007017 43T3011417 43T3011417 02'i'1902417 IN O "43T3011417,, ✓ �" �, �, O n 3111 3 4 0 8 _ LJJ ON ON �J 44T' 417 45T 417 01U2508415- - - - - - - 01U2508415- - - - �� O 0 _3508 3308 3508 20 46T 417 -----01U2508414-- O 0 - 44T 417 46T 417 r> ----01U2508416-------_ O O O1U2508416---- '---01U2508414--- --- 01U2508416 --- ----01U2705414---- -- 4�T� 2�1e �090 �77 + --01U2705414----'----01U2705411--------01U2705411---- 31817---+ --01U1811414-- -- 25-911 25' -91, 25'-9" 25'-9" 25'-9" 25'-9", 25'-9" 27'-6" 27'-6" 27'-6" 27'-6" _8'-O'1111 354'-0" T�- ROOF SECONDARY PLAN 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR PURLIN LAP, VP REF., Shape Name = R & E Foods PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT Building Code: 97SBC THIS DRAWING, INCLUDING THE INFORMATION HEREON, PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. OF VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 pSf REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF REQUIREMENTS SPECIFIED BY VP. Coll. Load: Gravity 3 . 00, Uplift 0.00 . psf ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AID ROOF STRUCTURAL SYSTEM AND SHOULD BE THE PROPERLY INSTALLED PRIOR THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE Wind S 1 mph SHALL NOT BE MODIFIED, REPRODUCED OR USED FORpeed:00.00 ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 0.00 pSf APPROVAL OF VP BUILDINGS. ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- Snow Exposure Category: 1 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY FORMANCE REQUIREMENTS Seismic Hazard Grou Group P � 1 RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING BY VP. Building Use : Standard Occupancy Structures IN CONFORMANCE WITH THIS DWING,SPECIFIED IN THIS DRAWING, ALL RA AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Plavers Club Circle Memphis TN 38125 IREVI DATE BY NTS 9/2R/2nnn ROOF SECONDARY PLAN DESCRIPTION BUILDER The Haskell Company CUSTOMER LOCATION Sanford, Florida PROJECT R & E Foods REFERENCE NCO012276-01 �9 - 42 FILENAME: N('nn1 2276-01 OF,I DATE 9/29/2000 TIME 12:43:26 VP BUILDINGS DRAWN/CHECK VARCO-PRUDEN V P C DMB VPC VERSION: 2.0 y{ I PAGE a 1 FOR CONSTRUCTION Trim Schedule Covering Schedule Id Qty Start Panel Last Panel Increment #395 178 T39036244GTD #396 178 T26024241GTD #150 178 T39036244GTD #151 178 T26024241GTD #388 10 R04025261GTD #389 54 R04025261GTD Insulation Schedule (Install in same direction as Covering) Id Qty Start Run Last Run BLK1 118 iB0690036030WV IB0690036030WV BLK2 118 IB0670036030WV IB0670036030Tr7V Dimension Key [11 l'-0" (Cut Dim. = 1'-1") Denoted with rectangle (D- 0 0 m y Id Qty Parts Color Details T1 354'-0" RGCF06,RGCF10,RGCM06,RGCM10 Match Roof Color RC34A1,RC34A4,RC34A7 T2 3'-11 3/16"GAB1010,RFR10,RKF,STCl0A Classic Red RC30B4 T3 27'-9" EF,RFR"l0,TA11 Classic Red RC31B6 T4 1 EA,PRF1 Classic Red RC38A2 T'5 161'-9" EF,RFRIO,TA11 Classic Red RC31B6 T6 1 EA,PRFI Classic Red RC38A2 - -------------- - -- , �n 1F�aa T4 T3 `I'4 -E' -- -- -- -- -- - -- - H - --- --- — -- — --- --- --- --- ----- — --- — — --- — — - 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR ROOF' STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS F'OR SHEETING AND TRIM FASTENER SPECIFICATION. 4. FOR PR PANEL, PRE -DRILLING OF SIDELAP FASTENERS REQUIRED DUE TO THE ABSENCE OF' A PURLIN BEARING EDGE. SEE SED RC03B1. 178) #150 118)BLK2 178)#151 (178)#39 (I18)BLE (178)#39 354'-0" ROOF' COVERING PLAN VP REF., Shape Name = R & E F'oods THIS DRAWING, INCLUDING THE INFORMATION HEREON, THE VP ENGINEER'S SEAL APPLIES Building Code: 97SBC REMAINS THE PROPERTY OF VP BUILDINGS. ONLY TO THE WORK PRODUCT OF Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING VP AND DESIGN AND PERFORMANCE � Coll. Load:Gravity 3.00, Uplift 0.00 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER ARID SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES Wind Speed: 100.00 mph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN NOT APPLY TO THE PERFORMANCE Ground Snow: 0.00 psf APPRovAL of VP BUILDINGS. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL AND/OR ERECTOR IS SOLELY OR COMPONENT FURNISHED BY VP Snow Exposure Category:1 p RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKb1ANSHIP FOR ACCURATE, EXCEPT TO ANY DESIGN OR PER- Seismic Hazard Group: Group 1 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, Building Use : Standard Occupancy Structures ALL APPLICABLE VP ERECTION GUIDES, SPECIFIED BY VP. AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildinas, Inc. 3200 Plavers Club Circle Memphis TN 38125 REV I DATE I BY 9 / 2 R / 2 0 A 0 T6 IN ROOF COVERING PLAN y BUILDER DATE DESCRIPTION The Haskell Company 9/29/2000 CUSTOMER TIME 12:43:26 LOCATION Sanford, Florida VTP BUILDINGS DRAWN/CHECK PROJECT R & E F'Oods VARCO-PRUDEN VPC DMB REFERENCE i _ VPC VERSION: PAGE NTS NCO012270 01 2.0 9 FILENAME: NC001227h-01nF1 _DTn7C;_jmr FOR CONSTRUCTION FOR CONSTRUCTION VP Buildinas , Inc. 3200 Plavers Club Circle Memphis TN 38125 9 /2R /2000 1 5 -59 -59 FILENA14E: NC'001 227 h-01 OF FOR CONSTRUCT V1' 15U11U111U5 1111 JGVV 11QVC1J Lluu --1--- ii r«ti i+�� iv Part Mark Key (1) GFA106 (2) GCCO72084 Denoted with hexagon 0 cn Dion-Std Secondary Part Schedule Part Thick. Depth Lap 001G13104170.0590 8 1/2" 001G131041710.0590 8 1/2" i � T I SEUUNUTAKY n1jn Vn1 _LU" tni 1- VP REF., Shape Name Building Code: 97SBC = R & E Foods, Wall = 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUL,DINGS. ERECTING THE BUILDING THE VP ENGINEER'S SEAL APPLIES 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, ONLY TO THE WORK PRODUCT OF Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, VP AND DESIGN AND PERFORMANCE BY VP. Coll. Load:Gravity 3.00, Uplift 0.00 psf SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR PURPOSE WITHOUT PRIOR WRITTEN GIRT CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS . REQUIREMENTS SPECIFIED R THE VP ENGINEER'S SEAL DOES Wind Speed: 100.00 mph ANY OTHER APPROVAL OF VP BUILDINGS. JAMB AND HEADER 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL NOT APPLY TO THE PERFORMANCE Ground Snow: 0.00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OORDCOMPONENT ESIGN OF AFURNISHED NY OTHER PBYYDVPI Snow Exposure Category: 1 RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP CONFORMANCE WITH THIS SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT EXCEPT TO ANY DESIGN OR PER- Seismic Hazard Group: Group 1 IN ERECTING THIS BUILDING IN DRAWING, DETAILS REFERENCED IN THIS DRAWING, AND ROOF IS PROHIBITED. FORMANCE REQUIREMENTS BY VP. Building Use : Standard Occupancy Structures ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PRIOR AUTHORIZATION SPECIFIED ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildinas, Inc. 3200 Plavers Club Circle Memphis TN 38125 REV I DATE I BY NTS 9/2A/2000 SECONDARY ELEVATION AT 15 DESCRIPTION BUILDER The Haskell Company CUSTOMER LOCATION Sanford, Florida PROJECT R & E Foods REFERENCE NC 0 012 2 7 6 - 01 1 0:0.9 FILENAME: NC0012276-01OE1 _nWC;_vr�r. GFA 10(4 :DATE /V� 9/29/2000 TIME 12:43:26 VP BUILDINGS DRAWN/CHECK VARCO-PRUD NI VPC DMB FOR C ONSTRUCTION VP Buildinas , Inc. 32 UU Plavers Club circle lvlemonis '1'N jd 1Gn ti i i n / I, M i -- u— �.� .� �.i c 1'1ci«t,�1ii 0 .L iV J V -L L. J yi�rsi�c,c,c, ih�nc,�c,H r1L�1� 1 :Nrn012276—n1nF1 _vncr FOR CONSTRU C-TION� - FOR CONSTRUCTION FALL GRACE ROD HILLSIDE WASHER I FLAT WASHER HEX NUT ROD BRACING AT COLUMN. BASE BR02A1 3-PLATE OR GAGE RR02MV2 R 07/01/95 COUPLM NUT ROCS THAT REQ. SHOP SPLICE 1 I OHE OF THE ilEl}iSM WS USHOWN. FULL PEN WELD SPLICE COUPLING NUT SPLICE "SHOP SPLICE DETAILS" HLLSIDE WASHER. FLAT WASi HEX HEAD. NUT RED D EACH R10 H�L510E WASHER, FLAT NUT ROO / REQ D. EACH EN %WASHER. HEX HEAD10RAI ROD LENGTH ROD LEN (AS SHOWN ON ERECTION DRWNGS) f/�s SHOWN oN ERECTI THREAD BOTH ENDS ROD PADS (1) END WITHOUT TURNBUCKLE HUSDE MASHER. FLAT MASHER. HEX HEAD. NUT ROD HARDWARE MAY BE SHOP ATTACHFA OR SMPPEO MATH WAREHOUSE MATERIAL. THESE Rf0'D. EACH END oPTIONs ARE DMSION CONTRULEM ROD TURN8MLE PAD TIRNOJOO.E PAD 4 a• e• e• a' a" e• 2'-0" 4• 2•-0' ROD LENGTH LROD LENGTH (AS SHOMN ON MCTIOM ORWNM) (As S40M ON ERECTION ORAMNCS) THREAD BOTH ENDS ROD PAD BOTH ENDS WITH TURNBUCKLE ROD BRACE ASSEMBLY DRAWING EN30A1 EN30AIV2 R 04/24/20W - RAKE FASCIA 3/16" x. 7/8" TAPE (RKF20 ) 1 1/4" MASTIC (80349) BOTTOM OF ROOF SHEET IF 6 _ o2 \ �Z FIE 3� s 1/4-14 x 1 1/8" S.S. ROOF STITCH FSNR 6" O.C. 1/4-14 x 7/8' WALL STITCH FSNR (565**) 1'-0* O.C. RAKE FASCIA RETAINER (RFR10) SSR RAKE TRIM PANEL RIB WALL RC30AZV4 R 07/15/98 PANEL RIB OUTSIDE CLOSURE (80140) NOT REQ'D OVER 2:12 RC30A1 11 1/2- PURI M REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. =CENTEROF ¢ FRAME END BAY INTERIOR BAY VARIES VARIES ROOF SECONDARY MEMBER MER o O� O FLANGE BRACE FLG• BRACE THIS SIDE WHEN (FB—) OR (SF8—) SINGLE BRACE IS REQUIRED WHEN (2) FLO. BROCES ARE REQUIRED a� CUP RWITH FLAN THICK FLrwces FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN MARK ISRULE#4- WHENEVERTPOSS POSSIBLE, A NIED PLACE ASINGLE BRABY CES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. TYPICAL FLANGE BRACE CONNECTIONS BR06BD CONTINUOUS PURUN LAP SHOWN, CONTINOUS GIRT AND SIMPLE PURUN AND GRT SIMILAR. BRMIN4 R 04/01/2000 F = FEET G = GAGE CXxxx = COLUMN (PLATE) I = INCHES O = OPERATION CGXxxx = COLUMN (GAGE) E = EIGHTS C = FIN/COLOR WCXxxx = COLUMN (HOTR❑LL) PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D RBXINxx = RAFTER < PLATE) x F F I I E G G O C C C BGXxxx = RAFTER <GAGE) LENGTH CODE WRXxxx = RAFTER (H❑TROLL) TRXxxx = TRUSS RAFTER INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V ICXxxx = INTERIOR COLUMN x x F F F I I I I I I E C C PCXxxx = PIPE COLUMN LENGTH WIDTH THK CODE TCXxxX = TUBE COLUMN SECONDARY (STANDARD) EPXxxx = ENDPOST (PLATE) 0 1 G 1 9 1 1 4 1 7 EGXxxx = ENDPOST (GAGE) x x x F F I I E G G LENGTH CODE CBX)K)Kx = CANOPY ( PLATE) DCCBXxxx = CANOPY (GAGE) SECONDARY (SPECIAL) PBCXxxx = PIGGYBACK CANOPY 0 0 1 G 1 9 1 1 4 1 7 XJKx*FF I I EGG LENGTH CODE ROD BRACING 0 3 R A 2 5 1 0 I E x It F F I I DIA LENGTH j MARK NUMBER KEY COMMON GENERATED MARK NUMBERS EN50AM R 12/95/99 RAKE FASCIA (RKF-) ROOF EXTENSION 1/4'-14 x 7/8" ROOF STITCH URUNS D" O.C. FROM B.L. AVOID PANEL RIB ROOF 3/16" x 1/4" TAPE MASTIC CONT. (80390) BOTTOM OF ROOF �► SHEET ------- --- ---- '0 0 12-14 x 1 1/4" �- STRUCT WALL FSNR I; (564**) 1'-0" O.C. 12-14 x 1 1/4' STRUCT WALL FSNR . " (564**) 1 -0 O.C. RAKE FASCIA RETAINER (RFR10) GAGE ANGLE (GAB1010) SOFFIT TRIM (ST-) PANEL RIB ROOF RAKE (STD PR ROOF) RC30BB 8 1 /2" OR 11 1 /2" ROOF EXT. W/O SOFFIT RC30BM R 02/29/% .1 __ _ I __j fryxrcl WV4 ANULL TAB INTO PURUN SLOTS NOTE: WHEN SAG ANGLE SLUTS IN ADJACENT AND BEND TAB FLAT. PURLINS DO NOT ALIGN, FIELD BEND THE SAG ANGLE TAB AND ATTACH TO PURUN WITH A 1/4-14 x 1 1/4' STRUCT FSNR (55307) RIDGE SAG ANGLE 8 1 /2" AT RIDGE ROOF PURLINS BEND TAB FLAT x �O w X-ING SAG ANGLES (SA_) MAY BE REQUIRED, SEE ROOF SECONDARY DRAWING FOR LOCATION AND PART MARK KEY FOR MARK NO'S. OPTIONAL ERECTION SAG ANGLE BRACING (SA-) (NOT REQUIRED IN PURLIN SPACE OCCUPIED BY X-ING SAG ANGLES) 8 1/2 $1PURLIN BRACING BR09A5 SAG ANGLE INSTALLATION BR09ASV4 R 04/01/2000 SSR PANEL CUP ---� (80019) AT BLANKET INS LESS THAN 4" (80049) AT 4" AND GRTR BLANKET ROOF PURUN --'''� * STD. NC II * UL90 * FM 1-6 (FM 1 Z41 SSR PANEL CLIP ATTACHMENT BLANKET INSULATION ON PURLINS MIAl" R 04/01/20W 1/4-14 x 1 1/4" STRUCT FSNR (55307) SUBSTRUrE 1/4-14 x 2" STRUCT FSNR (55309) WHEN BLANKET INSULATION IS 4" AND GREATER 3/16x 1/4" TAPE MASTIC 12-14 x 1 1/4" ROOF (80390) BOTH SIDES CANOPY STRUCT FSNR (574**) OF CLOSURE WIDTH SEE FSNR PATTERN DETAILS FOR SPACING PANEL RIB 5 3 4" INSIDE CLOSURE (80130) — �$�°� SOFFIT EAVE TRIM (SET-) ONLY WITH SOFFIT PANEL 1/4-14 x 7/8" ROOF STITCH N A TRIM ANGLE FSNR (576**) (TA-) 1'-0" O.C. i 1 HAVE 1 OPTIONAL b FASCIA (EF-) SOFFIT 1 1� PANEL 12-14 x 1 1/4" WALL STRUCT FSNR (564* V-0' O.C. 1/4-14 x 1 1/4' WALL i FASCIA I STRUCT FSNR (55307) L�� 1'-0" O.C. INSTALL RETAINER FSNRS TO ALIGN (RFR10) UNDER SOFFIT RIBS 1/4-14 x 7/8' WALL STITCH FSNR (565**) AT 1'-O" O.C. PANEL RIB ROOF W EAVE FASCIA RC31 B6 EAVE CANOPY RC318%5 R 06/14/98 SELF DRILLING FASTENER OR BOLT AT CENTERLINE OF PURUN OR HIGHER. FIELD DRILL HOLES. ROD HANGER OR UNISTRUT AS NEEDED. ANGLE CLIP BOLTS UNISTRUTS ROD HANGER AND CLAMPS NOT BY VARCO-PRUDEN. I PURUN FIRE SPRINKLER HANGER SYSTEM MUST BE CAPABLE OF RESISTING 250 LBS. PLUS WEIGHT OF WATER FILLED PIPE PER CODE 7 OTHER SUSPENDED LOADS EXCEEDING 100 LBS, MUST BE SUSPENDED SIMILAR TO THIS 1/2" OR LESS DETAIL DO NOT CLAMP TO BOTTOM FLANGES. CONTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPLIED TO VP MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS (PURUN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED UNIT OR AS REQUIRED BY CODE. WHICHEVER IS LESS. SUSPENDED LOADS EN1CIA 1 FROM PURLINS — 100 LB. LOADS OR GREATER EN10A1V2 R 10/25/95 SEE RCO2A2 FOR MASTIC AND FASTENER PATTERNS x t" FIELD CUT NOTCH 1" LOWER ROOF PANEL -a UPPER ROOF PANEL 0101 PANEL CUP PANEL STIFFENEF (PS6) MODULE 3/16" x 7/8" x 28"--j STRIP TAPE MASTIC �40915� 40910 (80345) a 4 1 OPTIONA 5/16" BEAD OF NON- 6 1 �2" T1C OF M� SKINNING TUBE �0 Epr SEALANT (80270) SSR ROOF PANEL ENDLAP RCO2) ON PURLINS FZM1V2 F. 03/01/90 ___L SSR CLOSURE FACE OF IRC38EI FOR GUTTER PLUG (0135) WALL PANEL SEE STRAP 2'-0" O.C. ATTACHMENT EAVE GUTTER STRAP (STR4) SEE EREC. DWG. W.P. FOR SP 1kCING ,, r 1/4--•14 x 1 1/8" S.S. ROOF STITCH FSNR (57650) (1)/-FRAP PANEL RIB OUTSIDE 3/16" x 7/8' CLOSURE (80140) TAPE MASTIC (80349) CONT. AND OVER PLUG 1/4-14 x 7/8" WALL STITCH FSNR (565**) V-0" O.C. EAVE GUTTER (EG-) PANEL CLOSURE ANGLE (PCA-) 1/4-14 x 1 1/8" S.S. ROOF STITCH FSNR. (57650) PANEL RIB 5 PER PANEL WALL PANEL SSR ROOF W EAVE GUTTER RC32A1 PANEL RIB WALL RC32A1V3 R 06/01/" _17� VP REF. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF Building Code: 97SBC THIS DRAWING, INCLUDING THE INFORMATION HEREON, VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf REMAINS THE PROPERTY OF VP BUILDINGS. REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAT, Coll. Load :Gravity 3 . 0 0 , Uplift 0 0 0 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND DOES NOT APPLY TO THE PERFORMANCE Wind Speed: 100.00 mph . SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 0.00 psf APPROVAL OF VP BUILDINGS. OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- Snow Exposure Category: P g ry ^ 1 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY FORMANCE REQUIREMENTS Seismic Hazard Grou Grou P ' P RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORM-MNSHIP IN SPECIFIED BY VP. Building Use:Standard Occupancy Structures ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 VP FRAMES OR SUPPORT BEA 3" MAX. GAGE (MIN. 1/2" AX 0 4' MIN. PITC j CUPS, PLATES OR BOLTS ARE NOT BY VARCO-PRUDEN CONTRACTOR'S NOTE: FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION = 2.8 KIPS PER INCH OF WELD WITH INSPECTION ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED CONCENTRATED LOAD. LOADS LESS THAN 500 LBS MAY BE SUSPENDED USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE). CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. SUSPENDED LOADS EN10A2 FROM STRUCTURAL BEAMS ENIOUVI 05/01/95 SEE RCO2A1 OR RCO2D1 FOR PANEL LOCATION AT ENDLAP INSTALL (7) 1 /4 14 x 1 1 /8" S.S. ROOF STITCH FSNR (57650) IN DIMPLES ON PANEL UPPER 1/8" x 1" PANEL _V FIELD NOTCH 4 3/8" 5/16" BEAD OF NON SKINNING TUBE 1 SEALANT (80270) .i -1 t 1, 5/16" BEAD OF NON SKINNING TUBE SEALANT (80270) 3" " LOWER 7' LAP 6 PANEL CLEAN ALL MATING SURFACES TO BE WEATHER 3/16' x 7/8' x 28" TAPE SEALED. REMOVE FABRICATING OILS, RAIN, SNOW, MASTIC (80345) ICE. DEW. DUST AND DIRT PRIOR TO APPLICATION OF MASTICS AND SEALANTS. SSR PANEL ENDLAP RCO2A2 FASTENER AND MASTIC PATTERN RCO2A2V2 R 03/01/90 IM AS BOLTING FACADE IOPY :TIONS MAY BE STRAIGHT -� OR TAPERED MEMBER lo FLAT SHIM AS REQUIRED BETWEEN BOLTS NOTE FIELD CUT SHIMS TO SHIM2 DESIRED DIMENSIONS TO ACHIEVE DESIRED RESULTS SHIMS ARE MADE FROM .059" MATERIAL. STANDARD SHIM PROCEDURE EN20A1 TYPICAL AT ANY BOLTED CONNECTION EN20AIV2 R 06/31/98 ENDWALL OR RAKE EXTENSION FIELD BEND 1" LIP � RAKE SUPPORT START PANEL DIM ON SSR PANEL CAP (RSC-) SSR ROOF CUP W.P. FASTEN PANEL TO (RSCIl 1/4-14 x 1 1/4" WITH 1/4-14 x 1 1/8` STRUCT FSNR 0 S.S. STITCH FSNR (55307) 4'-0* O.C. 2'-0" O.C. 0 RAKE In SUPPORT BRACKET (RSB-) NOTE: SEE ERECTION DRAWINGS FOR FIELD CUT STARTER PANEL DIMENSION SSR STARTING RAKE BLANKET INSULATION RC10A1 PANEL RIB OR VEE RIB WALL RC1VA1V3 R 07/15/96 BUILDING SED I S DATE BY DESCRIPTION LDE The Haskell Company CUSTOMER LOCATION Sanford, Florida PROJECT R & E Foods NT S REFERENCE NC 0 012 2 7 6- 01 9/29/2000 13:06:56 FILENAME: NC0012276-010BI.DWG _vi�c 11 t DATE 9/29/2000 Tz> 12 : 4 3 : 26 VP BUILDINGS DRAWN/cHEcIC VARCO-PRUDEN VPC DMB VPC VERSION: 2.0 PAGE 121 yr j f FOR CONSTRUCTION 1/4-14 x 1 1/8" S.S. ROOF �OF RIDGE FEMALE RIDGE STITCH FSNR (57650) COVER (RGCF-) 10 PER PANEL 06A polclq7 MALE RIDGE COVER (RGCM-) SSR SSR I T " PANEL PANEL PANEL STIFFENER (PS5) 9" STRIP OF 3/16' x 7/8' TAPE MASTIC OVER RIB (80347) AND 28' STRIP SSR PANEL CLIP IN FLAT OF PANEL (80345) SEE MFOR FSNR AND MASTIC PATTERN SSR RIDGE COVER ATTACHMENT RC34A1 R034A1V2 R 03/01/M VP200 NOTE: VP200 RIVET LRIVET SHOULD BE INSTALLED AFTER INSTALLATION OF EAVE GUTTER SSR FIELD DRILL (1) RIB 3/16" DIA. HOLE '���� IN SSR PANEL AT EACH RIVET LOCATION. SECTION GUTTER STRAP (STR4) LINE VP20 g�t1NG ` RIVET VP200 RNET SEAL WITH TUBE SSR SEALANT 80507 PANEL SEE EAVE DETAIL RC32** RC37** FOR EAVE GUTTER ATTACHMENT GUTTER STRAP ATTACHMENT RC38E1 SSR ROOF RC36E1V3 R 01/06/97 ENDWALL RAKE CHANNEL �RKCJ--) AT 6 1/2* PURLINS RKC--) AT 8 1/2- PURLINS (RKCH_) AT 11 1/2' PURLINS FASTEN RAKE O CHANNEL LAPS _ z Z WITH (2) a °C 1/4-14 x 1 1/4" `- n STRUCT FSNR °0 (55307) 4 N o v- (1) 1/4-14 x 1 1/4" WALL STRUCT FSNR (55307) RAKE CHANNEL TO PURLIN SSR RS10G1 6 1/2". 8 1/2" OR 11 1/2" PURLIN (PR OR VR WALLS) RS10G1V1 02/29/96 SEE RC34Al FOR FLASHING SSR RIDGE COVER LOCATION (RGCF OR RGCM) CLEAN ALL MATING SURFACES TO BE 1 /4-14 x 1 1 /8" S.S. WEATHER SEALED. REMOVE ROOF STITCH FSNR FABRICATING OUS, RAIN, SNOW, (57650) 10 PER ICE. DEW. DUST AND DIRT PANEL PRIOR TO APPLICATION OF MASTICS AND SEALANTS. . C� 3/16" x 7/8" x 3" TAPE yi0 f MASTIC (80347) EACH � SIDE OF RIB t 1" SLOPE 3/16" x 7/8" x 3 TAPE MASTIC (80347) FOLDED %�-1 /2 AND TUCKED INTO RIB 3/16" x 7/8" x 28" TAPE MASTIC (80345) IN FLAT MARK FOR OF PANEL TRIM LOCATION DO NOT USE 3/16" x 7/8" x 9' TAPE PENCIL MASTIC (80347) OVER RIB SSR RIDGE FLASHING RC34A4 FASTENER AND MASTIC PATTERN RC34A4V1 03/01/90 NOTE: ALL BOLTS TO BE STANDARD LOW 1/2" X 1 1/2" A325 EAVE PURLIN BOLTS (49080) PURLIN CLIP (EPC2) WELDED (EPC1) BOLTED 352050 1 HAUNCH —✓ �_�,/ MEMBER WELDED LOW EAVE PURLIN INT. FRAME RS11A1 6 1/2" OR 8 1/2- PURLINS (O.S. GIRTS) RS11A1V4 R 11/19/99 ® 1/4-14 x 1 1/8" S.S. ROOF STITCH FSNR (58015) 50 PER JOINT Q FIELD BEND SLOT COVER FROM 3" x 14" ALUM STRIP 1: © 18" x 28" FLASHING MATERIAL (SEJ 1) XX / (3) 18" ALUM STRIP FIELD CUT TO 12" 3" FOLD IN q MATERIAL © S2EALANT" (80265) BEADS TUBE 0 SAW CUT WITH (2) 1/4 L114 x" 1RIDGE 1/8" S.S. ROOF FASTENR. SLOT FASTENERSCOVER T W/ RIDGE/8 CWWASHAT SLOT ERS (58015). Q BEND FLASHING MATERIAL TO CONFORM TO RIB CONFIGURATION. © LINE PERIMETER OF FLASHINC MATERIAL WITH (2) BEADS OF TUBE SEALANT (80265). © MAKE A 3" FOLD IN FLASHING hATERAL AND ATTACH TO RIDGE COVER WITH (58015) 1/4-14 x 1 1/8" S.S. ROOF STITCH FASTENERS WITH 7/8" WASHERS AT 2' O.C. ALONG ENDS. FIELD CUT AND ATTACH 18" ALUM STRIP EACH SIDE OF FLASHING MATERWL WITH FASTENERS ® AT 2' O.C. SSR RIDGE RC34A7 EXPANSION JOINT (© 160'-0" O.C. MAX.) R034A7V2 R 07/01/95 NOTE: ALL BOLTS TO BE 1/2' X 1 1 /2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE RISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS" 2 . O f ° I GC4 CLIP (BOLTED) I R ° GC1 CLIP (WELDED) REFER TO CROSS SECTION \Y/ FLANGE BRACE (FB-) OR (SFB-) PURLIN CONN. AT INTERIOR FRAME. RS01A1 6 1/2- OR 8 1/2" CONTINUOUS PURLINS W/CLIP RS01A1V7 R 04/01/2000 1/2" x 1 1/2" A325 BOLTS (49080) 2 PER CONNECTION UNLESS NOTED--\ STANDARD LOW EAVE PURLIN RAKE BEAM --J NOTE: CLIP CONNECTION ; .®f ��,. FRAME MAY BE REQUIRED. ,� A SEE ERECTION DWGS. WELDED LOW EAVE PURLIN RS11A2 P & B END FRAME (6 1/2" OR 8 1/2" PURLIN) RSIIAZV2 R 04/15/95 RAKE FASCIA (RKF-)--\.N PANEL RIB FILLER (PRF1) FASTEN IN BIRD STOP (BS1) FASTEN IN PLACE PLACE W/ 4 POP W/ 4 POP RNETS RIVETS (55265) (55265) / A GUTTER CLOSURE (GGC-) FASTEN IN PLACE W/ 10 POP / A RIVETS (55265) METAL CORNER CAP (MCC1) o PLASTIC CORNER SEAL INSIDE CAP (PCC1) t PERIMETER OF CLOSURE W/ CUT AWAY BRONZE TUBE SHADED AREA SEALANT (80507) 45' 1" EAVE GUTTER (EG-) NOTCH DETAIL A -A EAVE GUTTER CORNER ASSEMBLY RC38A1 ALL SYSTEMS RC38M1V3 R 06/04/" �<5 0p�< 7. • ti o � FLANGE BRACE (FB-) OR (SFB-) t PURLIN CONN. AT INTERIOR FRAME RS01A2 6 1/2" OR 8 1/2- CONTINUOUS PURLINS W/O CLIP RSOIA2V3 R 04/01/2000 NOTE: ALL BOLTS TO BE i1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOR 'STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS- VP REF. THE VP ENGINEER'S SEAL APPLIES Building Code: 97SBC THIS DRAWING, INCLUDING THE INFORMATION HEREON, ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING REQUIREMENTS SPECIFIED BY VP. Coll. Load : Gravi t 3 .0 0 Uplift 0 .0 0 psf y P DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND FOR THE VP ENGINEER'S SEAL DOES , Wind Speed: 100.00 mph SHALL NOT HE MODIFIED. REPRODUCED OR USED ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS . OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 0.00 psf OR COMPONENT FURNISHED BY VP Snow Exposure Category: I THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORXMANSSIP FORMANCE REQUIREMENTS seismic Hazard Group: Group 1 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS SPECIFIED BY VP. Building Use : Standard Occupancy Structures DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 RAKE FASCIA PANEL RIB (RKF-) FILLER (PRF-) ATTACH W/ 4 POP RIVETS (55265) l EAVE ASSEMBLY (EA-) ATTACH INN 6 POP RIVETS • (55265) o 0 CUT AWAY SHADED AREA A 45' 1" NOTCH DETAIL A -A RAKE FASCIA RC38A2 EAVE ASSEMBLY RC3&AW R 03/15/91 NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS" L- FLANGE BRACE (FB-) OR (SFB-) PURLINS AT INTERIOR FRAME RS01 B2 6 1/2" OR 8 1/2" SIMPLE PURLINS W/O CLIP RSO1B2V3 R 04/01/2000 I DATE 1 BY NTS 9/2912000 RAKE FASCIA APPLY 3/16" x 1/4" TAPE MASTIC (80390) (RKF-) UNDER RIB CAP RAKE RIB CAP (RRC_) APPLY 3/16 . X 1/4" TAPE MASTIC (0390) UNDER THIS EDGE OF PEAK CAP 1/4-14 X 7/8" ROOF STITCH FSNR (576**) (6) PER RAKE FASCIA PEAK CAP TO LAP UNDER > PEAK CAP MIN 3" ATTACH (SPC-) TO (RKF-) W/ 6 POP RIVETS (55265) METAL PEAK CAP (SPC-) RAKE FASCIA IRC38C4 METAL PEAK CAP ATTACHMENT (P-RIB ROOF) NOTE: ALL BOLTS TO BE 1/2- X 1 1/2- A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE JAISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS" ° _` CONTINUOUS ° 8 1/2" PURLINS PURLIN SUPPORT CLIP (PC27) REQ'D. AT ALL 8 1/2" PURLINS THAT ARE BRACED W/ PURLIN INTERIOR FRAME SUPPORT MEMBERS (PSM). RAFTER BEAM PC27 CLIPS ARE NOT REQ'D. AT END FRAMES, TRUSS FRAMES OR EAVE PURLINS W/ EPC1 CLIPS. REFER TO ERECTION DRWG FOR PC27 CLIP LOCATIONS. 8 1/2 if PURLIN SUPPORT CLIP RS03A1 AT 8 1/2" PURLINS SUPPORTED WITH PSM'S RS03A1VS R 04/01/2000 BUILDING SED I S ALDER The Haskell Company CUSTOMER LOCATION Sanford, Florida PROJECT R & E Foods REFERENCE NC 0 012 2 7 6 - 01 13:06:58 FILENAME'NC0012276-010E1.DWG.vDc 4��� DATE 9/29/2000 TIME 12 : 4 3 : 2 6 VP BUILDINGS DRAWN/CBECK VARCO-PRMEN VPC DMB VPC VERSION: 2.0 PAGE FOR CONSTRUCTION 1/4-14x7 FSNR (565*4 AND 1 PER 2 FSNRS RE EXCEEDS 6'- 12-14 x 1 WALL STRUC' FSNR (564*' 2 PER FOOT 12-14 x 1 WALL STRUC FSNR (564*' 2 PER F001 PAN EL RIB WALL FASTENER PATTERNS WC04A1V4 R 04/15/95 EAVE OR RAKE MEMBER INTERMEDIATE WALL GIRT 12-14 x 1 1 /44 WALL STRUCT FSNR (564**) 1 PER FOOT AT INS• GIRTS BASE MEMBER WC04A1 PANEL RIB INSIDE 12-14 x 1 1/4 WALL TO ROOF CLOSURE (80130) WALL STRUCT FLASHING (WRF-) SEAL W/ 3/16" x 1/4" FSNR (564**) MASTIC (80390) EA. 3 PER FOOT 1/4-14 x 7 /8 " SIDE OF CLOSURE ROOF STITCH 1/4-14 x 1 1/4" FSNR (57***) WALL STRUCT 1'-0 O.C. FSNR (55307) ty 1 PER FOOT r- 3/16" x 1/4" TAPE MASTIC (80390) EACH SIDE CEE GIRT OF CLOSURE I -, 12-14 x 1 1/4 WALL STRUCT PANEL RIB FSNR (564**) OUTSIDE S" 2 PER FOOT CLOSURE LINER TRi (LTA-) TRIM ANGLE CLOSURE (TA10) BLANKET PANEL RIB INSIDE CLOSURE (80130) INSULATION 1 /4-14 x 7/8" WALL STITCH FSNR (565**) 1 PER FOOT PANEL RIB ROOF TO WALL WC541311 PANEL RIB WALL ABOVE & BELOW (NON —ICE ' DAMMING) WC5401V3 R 02/28/2000 NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE RISC lorCr "CDrrinrA•nnu cnD STR 325 6 1 DO( EQS SECTION A —A HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB MS2009V4 R 04/01/2000 1/2" OR 8 1/2" AMB, SINGLE WS20D9 RAKE CHANNEL OR RAKE ANGLE WILL 1 1/4" VARY. SEE RS10** 0 12-14 x 1 1/4" WALL STRUCT FSNR (564**) 2/ FOOT ONE AT EACH SIDE OF RIB 0 `—PANEL RIB WALL PANEL (SEE ERECTION DRAWINGS) PANEL RIB ENDWALL AT RAKE WC10A1 W/ BLANKET INSULATION -T-1 WC.t0AM R 02/29/96 NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS -DEFINED BY THE FLANGE PFBEI-) -) ',C4) IP 1) � 1 OLTS 1 BOLTS GIRT CONN. AT SIDEWALL COLUMN WS01A2 16 1/2" & 8 1/2" OUTSET SIMPLE ZEE GIRTS ! WSDIAM R 04/01/2000 I NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS" 8 1/2- DOOR HEADER -� 8 1 2" 2" 3' 3 1 2" A I I 8 1/2" JAMB, I il-T A DOUBLE I I OPENING HEIGHT SECTION A —A HEADER TO JAMB WS20E9 8 1/2" HEADER, 8 1/2" DOUBLE JAMB WSZO£4V4 R 04/01/2000 FACE OF WALL PANEL 2" CLEARANC TWEEN ROOF D WALL PANE OUTSIDE FAC PANEL RIB 12-14 x 1 WALL STRUCT FSNR (564**' 2 PER FOOT WALL PANEL NEL RIB WALL AT EAVE 4DARD EAVE PURLIN V3 R 11/20/98 NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE NGE - I B-) OF ;HEET STANDARD EAVE I PURUN OLTS BOLTS RT CONN. AT SIDEWALL COLUMN WS01A3 /2" & 8 1/2- OUTSET CONTINUOUS ZEE GIRTS M R 04/01/20M oe 1 /4-14 x 7/8" WALL STITCH PANEL FSNR (565") RIB 1'-0" O.C. WALL 11 7 OUTSIDE CORNER FLASHING (CT-) OUTSIDE CORNER TRIM (NON DIAPHRAGM) WC20A1 PANEL RIB WALL WC20A1V3 R 02/29/96 NOTE: FIELD NOTCH 8 1/2" ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7' COLUMN-�_ NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS" vmi a+�ir SEE FRAME SECTION FOR CUP MARK #'S HOLES MAY BE CENTERD ON 6 1/2" OR 8 1/2" GIRT CUP T 1/2" OR 8 1/ 2" G RDWAL` SIDEWALL GIRT CORNER GIRT CLIP e/ (GCC-) 1/4-14 x 1 1/4" STRUCT FSNR �* (55307) 0 1 +.9 FRAME 2 PER ANGLE c�RT GIRT FILLER ANGLE (GFA-) GIRT CONN. AT CORNER COLUMN WS12D2 ANY OUTSET GIRT AT EW, ANY OUTSET GIRT AT SW W51202Y6 R 04/01/2000 VP REF. THE VP ENGINEER'S SEAL APPLIES Building Code: 97SBC THIS DRAWING, INCLUDING THE INFORMATION HEREON, ONLY TO THE WORK PRODUCT OF PM%INS THE PROPERTY OF VP BUILDINGS. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 3.00, Uplift 0 .00 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND THE VP ENGINEER'S SEAL DOES SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR NOT APPLY TO THE PERFORMANCE Wind Speed: 100.00 mph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN OR DESIGN OF ANY OTHER PRODUCT Ground Snow: 0.00 ps f APPROVAL OF VP BUILDINGS. OR COMPONENT FURNISHED BY VP Snow Exposure Category: 1 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP FORMANCE REQUIREMENTS Seismic Hazard Group: Group 1 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS SPECIFIED BY VP. Building Use:Standard Occupancy Structures ALL A PLICABLEL P ERECTION REFERENCED DRAWING, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DOOR FLASHING r�fl - PANEL RIB 12-14 x 1 1/4" WALL PANEL WALL STRUCT FSNR (564**) 1'-0" O.C. JAMB TRIM (JT-) JAMB TRIM AT OVERHEAD DOOR WC24A1 PANEL RIB WALL WC24MV3 R 07/15/98 A 6 1/2" OR 8 1/2" JAMB, SINGLE OR DOUBLE­�� y i M i M I FRAMED OPENING I a M ( 12-24 x 1 STRUCT I FSNR (56101) 2 PER JAMB (ALTERNATE: 'T'A'CK WELD) Q 1 I w o= 1 M N� I o, L 0E—o o f SECTION�A—A 11 JAMB BASE ATTACHMENT 6 1/2- OR 8 1/2- JAMB WS20180 R 00/20/95 REV-1 DATE I BY NITS 9/29/2000 A �JAMB BASE CLIP JBC1) O 8 1/2" JAMB JBC2)) 0 6 1/2" JAMB r1/2" ANCHOR BOLTS 6" CONCRETE FSNR AT 48" O.C. (NOT BY Y.P.) WE MEMBER WS20A8 PANEL RIB WALL PANEL 00 SECTION! A --A HEADER TRIM (HTS-) 12-14 x 1 1/4" WALL STRUCT FSNR (564**) V-0" O.C. 12-14 x 1 1/4" WALL STRUCT A FSNR (564**) 1'-Q" O.C. DOOR FLASHING A DOOR HEADER WALL TRIM AT DOOR HEAD WC24A2 OVERHEAD DOOR OPENING WC24AZY3 R 07/15/98 NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 (49080) TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE AISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS U� 325 OR A490 BOLTS" 3 4" 1 ID I 10 I SECTION A —A GIRT TO JAMB 8 1/2" ZEE GIRT, 8 1/2- JAMB W52002V5 R 04/01/20W BUILDING SED'S BUILDER The Haskell Company CUSTOMER LOCATION ,Sanford, Florida PROJECT R & E Foods REFERENCE NC 0 012 2 7 6- 0 2 13:07:00 FIE `NCO012276-010E1.DWG.vpc Of �- 8 1/2" JAMB, SINGLE OR DOUBLE ZEE'GIRT WS20D2 i i ]�iv 1V DATE 9/29/2000 TIME 12:43:26 gVP� BUILDINGS DRAwx/�cx O-PRUDEN VPC DMB VPC VERSION: rA 2.0 GE I 99 i FOR CONSTRUCTION v E a o i-= 0 0 mil L a� 0 Ez 0 o, z� cn SITE INFORMATION: EXISTING CONDITIONS: IMPERVIOUS AREA 0 SF (0.00 AC) 0% PERVIOUS AREA 1863240 SF (4.00 AC) 100% TOTAL AREA 186,240 SF (4.00 AC) 100% PROPOSED CONDITIONS: BUILDING AREAS 46,020 SF (1.06 AC) 26% PAVEMENT & SIDEWALK AREAS 53,602 SF (1.23 AC) 31% OPEN SPACE (INCLUDES RETENTION AREA) 62,389 SF (1.43 AC) 36% DETENTION BASIN (NWL) 123229 SF (0.28 AC) 7% TOTAL AREA 186,240 SF (4.00 AC) 100% GENERAL NOTES: 1. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR WILL PROVIDE CERTIFIED AS —BUILT DRAWINGS TO THE ENGINEER OF RECORD FOR APPROVAL AND SUB— SEQUENT CERTIFICATION TO THE CITY OF SANFORD ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY (C.O.). AS —BUILT DRAWINGS WILL BE PREPARED BY A FLORIDA LICENSED SURVEYOR AND WILL INCLUDE DETAILS OF SITE CONSTRUCTION SUFFICIENT TO CONFIRM SITE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH PERMIT DOCUMENTS. 2. WITH RESPECT TO THE IMPROVEMENTS SHOWN ON THE CONSTRUCTION DRAWINGS PRESENTED HEREIN, THE OWNER WILL MAINTAIN IN PERPETUITY ALL IMPROVEMENTS ASSOCIATED WITH THE STORMWATER MANAGEMENT SYSTEM (BY—PASS CHANNEL, BERMS, FENCING, VOLUME RECOVERY SYSTEM, AND DISCHARGE STRUCTURES) WHICH ARE LOCATED WITHIN THE CITY OWNED RAILROAD SPUR RIGHT—OF—WAY. CIVIL ENGINEERING LEGEND _ EXISTING PROPOSED DESCRIPTION — i s PROPERTY LINE RIGHT-OF-WAY LINE -- — - — — - - CENTERLINE - - - - - - SECTION,TOWNSHIP,RANGL LINE x x x— FENCE_ RETAINING WALL BUILDING PAVEMENT LINE , SIDEWALK LINE CURB , CURB AND GUTTER 25.50 SPOT ELEVATIONS 25 CONTOURS SA SANITARY SEWER /CLEAN OUT ST STORM SEWER W DOMESTIC WATER F FIRE MAIN G GAS MAIN FM FORCE MAIN UE UNDERGROUND ELECTRIC - OHE OVERHEAD ELECTRIC UT UNDERGROUND TELEPHONE OT OVERHEAD TELEPHONE UD UNDERDRAIN FIRE HYDRANT DOUBLE CHECK VALVE ASSEMBLY R P RED.PRESSURE BACKFLOW PREVENTER PIV F POST INDICATOR VALVE VALVE VALVE & BOX MANHOLE ............. ........................... :............ SPRINKLER RISER WATER METER PHONE POWER POLE -- INLET FLARED END MITERED END FLUME ENDWALLS -...-. CONTROL STRUCTURE O P.P. POWER POLE IIIIIIIIIIIIIIIIIIIN LIGHT STANDARD (LIGHT POLE) 0 TRANSFORMER VAULTS S-D DRAINAGE STRUCTURE S-1 SANITARY SEWER STRUCTURE SECTION CUT DETAIL REFERENCE CURVE NUMBER Cuj'�NSTRUCTION DRAWINGS __P R �,� N�I ��III�, ,II� �� � I �___LE ��)�� _&L Y R & E FOODS, INC. 0 _j ISOLATED i WETLAND / e. NOTE: IF THE CONTRACTOR FINDS A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THEN THE CONTRACTOR SHALL CONTACT THE ARCHITECT/ENGINEER FOR A CLARIFICATION. IF THE CONTRACTOR IS UNABLE TO CONTACT THE ARCHITECT/ENGINEER THEN THE MORE STRINGENT SITUATION SHALL APPLY. ZONING MI-2 SANFORD, FLORIDA . — — F — — FTS7 — F F — F j — I i w SI {{ U I -- — — 0 - ---UD - --� --UD----;, i Q f RETEgTION B_AS_IN I o ----DRY -- D— � i — — — — — — — — — — 00 — —U Z O 'I 0 N . I ' I Cat 'I co ZONING MI-2 I I *Pru0V ED ST ANNI G & ZOTNING C0':10TTSSi0NL r��Crt'tC� S I 4 �v1rl►'liLLt�✓I ) }f 30 GENERAL INFORMATION: SITE ADDRESS: 801 CORNWALL ROAD, SANFORD, FLORIDA 32773 OWNER ADDRESS: R & E FOODS, INC. 1750 LAKE MARY BOULEVARD SANFORD, FLORIDA 32773 Ph: (407)328-8771 ENGINEER ADDRESS: THE HASKELL COMPANY 111 RIVERSIDE AVE. JACKSONVILLE, FLORIDA 32216 Ph: (904)791-4500 SURVEYOR ADDRESS: ROBERTS SURVEYING AND MAPPING, INC. 105 N. COUNTRY CLUB ROAD LAKE MARY, FLORIDA Ph: (407)322-2213 EXISTING ZONING: TAX PARCEL NO.: BUILDING HEIGHT: PARKING: REQUIRED: PROVIDED: NORTH 0 60 120 SCALE IN FEET MI-2 07-20-31-300-017K-0000 (Seminole County Property Appraiser) COLD STORAGE WAREHOUSE AND DISTRIBUTION FACILITY. 30 FEET. 64 49 BENCHMARK: 1. ELEVATIONS ARE TRUE BASED ON SEMINOLE COUNTY BM #3031001, ELEV.=49.412 MSL, AS PUBLISHED. 2. ON —SITE BM#1—TOP OF MANHOLE IN PAVEMENT; ELEV.=55.01 MSL, AS SHOWN. WATER & SEWER SERVICE: CITY OF SANFORD SOLID WASTE SERVICE: CITY OF SANFORD RECLAIMED WATER IS NOT AVAILABLE AT THIS SITE. so'R/w TAX PARCEL NO.: 07-20-31-300-017K-0000 a S MA NN N Z w a. TALLAHASSE `t41 JACK NVILLE ANAMA PERRY iol ITY T AUGUSTINE HICOLA AINESVI OCALA YTONA BEACH SEMINOL LEESBURG COUNTY SANFORD ORLAND 14 KISSIMMEE AINES CITY LBOURNE P LAKELAN BRAD TON FT. PIERCE OKEECHOBE LAKE cHMrE HEST PALM BEACH FT. MYERS L❑CATI❑N OF PROJECT IAMI KEY WEST... LOCATION MAP �q a� Drf# r E .Akr ,ort Bh., Ud re iE A t � -d t :f` jqnora : E Wood land D r A- ��,-.. Ig t� rTl _ �`} , � I i r_ Imo. �, ��• -,, �__ � - �4^ r'" ID I ri Fern Dr i`. wall Fed— r , i li Sg k D Ir y�,� R. a , Ian ;- G�l ILA -..-� IF` E Lak-G lulaFv Blvd d g 'N II 418 A��A IT I I �Qi ria ! r ra x I 1 •d•a'.; r;1j3 I, U=,t.i i I nl Inc.: .: 0 19Q9 N•3- tM atM I n TMI_ h no I bI �_o =. VICINITY MAP CONSTRUCTION PLAN SHEET INDEX: 200 OVERALL SITE PLAN 201 SITE GEOMETRY PLAN 202 SITE UTILITY PLAN 203 SITE GRADING & DRAINAGE PLAN 204 POND VOLUME RECOVERY PIPELINE PROFILE 205 EROSION & SEDIMENT CONTROL PLAN 206 SITE PAVING & DRAINAGE DETAILS 207 SITE PAVING & DRAINAGE DETAILS DET001 CITY OF SANFORD UTILITY STANDARD DETAILS DET002 CITY OF SANFORD UTILITY STANDARD DETAILS DET003 CITY OF SANFORD UTILITU STANDARD DETAILS 210 STORMWATER POLLUTION PREVENTION PLAN 211 STORMWATER POLLUTION PREVENTION FORMS �1 212 EXISTING SITE CONDITIONS PLAN JUL 312800 250 LANDSCAPE PLAN 251 LANDSCAPE DETAILS _._________________.___._.... 301 FIRST FLOOR PLAN a lz In a U3 W Z `� Cn to ON Z s H 0 C U L. I� 0.' F U O O O � I Z` Qi H z W � N o U N � � O O �/ . d z O'0'l �.'' w O � W � WzLn W ti WA Cl)i V L �i zw E, U > d W W E- W A r x U a � d i� J U ^ C Z o 0 =) 00 o I>r N � V) z Old cc 7/27/00 CITY PERMrr ISS. 6/29/00 CITY PERMrr ISS. 6/23/00 WMD PERMrr ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PAQ JWS ASjjkk aj OVERALL SITE PLAN fell 00 SHEET NUMBER Q 1� E a o i-= Q) 0 + +-j 0 0 n 6- 0 N 0 N m U 0 Q� zN Q� nD E Ez z� L ?j Q r) ........... 1. / / ,. ,.... ,/ .. .,./ .,.,. ,/.. / / / ...//.... . , M z ............Ii. .............. ........ .... ./ /. 1, / /..�. , , ,,,,,/ ,. ,: ..� ,. .. / / ..� :. ,... ,,, / SRI r/ , F, r ... ... ..... ..... __ ...... ....................... 1 5' RODENT " r r DENT STRIP, (TYP.) £ . 476189' 206 r....... ..................... .... ..... ................... ...... ..... ,......_ N00°14'18"W N.... ............. . ...... ........ _........ _ _....... ......... ........ CD O / r £ 3 £ S A "K RE UIREMENTS PAVEMENT LEGEND DAQViw�r Q�ni 11P1=K 1=NTq SETB Q 30 PARKING SPACES ® CURRENT R&E FOODS FACILITY 40 PARKING SPACES REQUESTED BY R&E FOODS FOR NEW FACILITY BASED ON: 20 MAXIMUM OFFICE EMPLOYEES 20 MAXIMUM -WAREHOUSE EMPLOYEES/SHIFT CODE REQUIREMENTS: OFFICE: 1 SPACE PER 200 SF = 25 SPACES WAREHOUSE: 2 SPACES PER 4,000 SF PLUS 1 SPACE PER 1,000 SF OVER 4,000 SF = 2 + 37 = 39 SPACES TOTAL PARKING REQUIRED PER CODE: 64 SPACES PARKING PROVIDED: 49 SPACES (INCLUDING 2 HANDICAP SPACES) PROPERTY DESCRIPTION FRONT: 25 FT. SIDE: 15 FT. REAR: 20 FT. FROM THE CENTER OF SCTION 7, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, RUN WEST ALONG THE NORTH LINE OF THE SW 1 /4 OF SAID SECTION OF SAID SECTION 7, A DISTANCE OF 1464.35 FEET, THENCE RUN S. 0' 14-18" E., 25 FEET FOR A POINT OF BEGINNING, SAID POINT BEING SOUTH RIGHT-OF-WAY LINE OF CORNWALL ROAD, THENCE CONTINUE S. 0' 14'18" EAST 811.89 FEET, THENCE RUN SOUTH 89' 59'08" WEST, 269.53 FEET TO A POINT OF THE EAST LINE OF THE WEST 1123.74 FEET OF SAID SOUTHWEST 1 /4, THENCE RUN NORTH 0' 05'29" WEST, ALONG SAID EAST LINE OF THE WEST 1123.74 FEET, A DISTANCE OF 811.96 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CORNWALL ROAD, THENCE RUN EAST ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 267.47 FEET TO THE POINT OF BEGINNING, LESS THE NORTH 335 FEET OF THE EAST 130 FEET THEREOF. LIGHTING FIXTURE TYPES OA POLE MOUNTED HIGH PRESSURE SODIUM AREA LIGHT WITH RECTANGULAR HEAD. FIXTURE TO HAVE TYPE 3 DISTRIBUTION, (1) 400 WATT HIGH PRESSURE SODIUM LAMP, AND 30 FOOT POLE. OD HIGH PRESSURE SODIUM WALL PACK WITH (1) 400 WATT HIGH PRESSURE SODIUM LAMP MOUNTED AT 20'-0" ABOVE FINISHED GRADE. OE HIGH PRESSURE SODIUM WALL PACK WITH (1) 250 WATT HIGH PRESSURE SODIUM LAMP MOUNTED AT 20'-0" ABOVE FINISHED GRADE. NORTH ..: z r` O CAWC7 LZJ a Z Ld S a.. U o o H 0 � [ : U � C � ' °. H z O w O � o � o r a a w w a w z W; z o w E W U y W VL ,q € El U � C W W E W A W' x ' w a E-4' A i y ■ V Z LL Wk CO 0 0LL 0 m 0� LL O ® UU 7/27/00 CfTY PERMIT ISS. 6/29/00 MY PERMIT ISS. 6/23/00 WMD PERMIT ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PEEAQ AS £ SITE GEOMETRY PLAN 201 SHEET NUMBER °6 �6 a6 IC-5 E r ) [-- -0 -0 Q) Q) 4-1 -4- 4_j 4__., 0 0 0-) 3� _0 N 0 N 0 f1c) N M (-) 0 < n z N n ::) n 0,,- < - - n ::) Q) .. E Q) 0 E Z 0 O-) - ;7 , C_ �_ � Q) 0 (n k - D n 8" 90* BEND; 6 . FIRE HYDRANT ' _ ... ... _ ASSEMBLY, (TYP.) I.. (CITY OF SANFORD UTIL. STD DETAILS -FIGURE 402) NOTE: PER CITY OF SANFORD REQUIREMENTS, ALL FIRE HYDRANTS SHALL BE PAINTED RED. . . .., . ._ 1 � � , I .... : � EXISTING FIRE HYDRANT �� - --"-<_ . . I r; - f., = : . �I—1"'� , A 1I ..;, I. I....� � C WT W 1-11 1-1......­ ­................. ....- ss : Rw Z -; � . SANITARY SEWER PUMP STATION SIGNAGE: -.........__ -.1-1--........_............__.................. .................. . ... \ 80_j ISOLATED INSTALL REQUIRED SIGN IN ACCORDANCE WITH SECTION 22.5.2 OF CITY OF ;; Lo ;: I 3 WETLAND SANFORD UTILITIES STANDARDS AND SPECIFICATIONS MANUAL (2nd EDITION) THRUST BLOCKS, (TYP.) It � ; � . , ; . lt4_�­.�. . � ' . Z! 2 ATTACH SIGN TO BACK SIDE OF CONTROL PANEL FACING CORNWALL ROAD. 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OF SANFORD REQUIREMENTS) FOR THIS AREA (CITY OF SANFORD UTILITY i X X -" )W FIGURE 200 AN.> 0� 2"J q I . V:r"f� �..,0A ��..D... �. � .""":,. ; I . :. I ... ... I I f.. r . :5 r ," : i : I .. � , . I I . . . I � I I � . ..--. I ... : I � ,�...,. � � : . 1. .. I . I ; . - . . I � .. 1.­­ .� 'I, ­..�.� � I...*.,. ­'�', .­` (11,; I I .., - - � F - F I- - : . I � 11,11 ­ ­ .. ­ : � � . - . I a . o I . I : � . � : . ­ ; I ,­­ . 1 5 � ­--�"S,�:'r; . .. 1. '­$ - I - !/1 - . i� `-X/� 1/. ... /_...��: / ., RN ,, �.' *' ` , "' � ..,., .. �)1 / - _ �1 - - > / ... - �'. / _ .. " ._ .__ . .. - l< - , I - x. .. � '; >,;_�<_ I ..., ,.. .. _ .., . . .. .. , , I 1% > K /-�' ,. .. ,;;i;: xl,, " / ', / %./ "... ­ I I �_ /__. , .. W, I . ... � ­ �<� �*,. .. ..., . . .- /' .... ...... ....... ........ ­ ............ � .11 11 :�` ­�- ........... :.._ ....... - . . 4 I - 1 -- -,1I , ' (EXISTING UTILITIES INFORMATION . �. U\-% K EN IF ROM I. BRYNHAVEN DRAINAGE PLAN , BY CITYOF SANFORD ENGINEERING AND PLANNINGJ)Epl:l ­... 1/Y ....,,...RECEIVED 6/2/00) -­..1_ . , 1 , - . SAN. INV. = 51.8± I I ,. .1.,, :.:: / .., I �.II ► �, 'II.'llI. I I I ----F . --F , EXISTNG SANITARY_STUB,-- O���­ U5,, T;:� �w1i�I1l�I �i�.'. ESTMATED INV546. ,% 45-BEND, (TYP.) I I".... �I �I* , . TR.TOR TO ..,VERIFY'FIELD EXISTENCE I (- AI_� C��1,_..'�_.��1:.: AND INVERT ELEV. - NOTIFY ENGINEER OF - t,^_%-- _%_*v I ; _ ANY DISCREPANCIES). ..�; " �1. 1 I`O'�1--N-� / I C6 I� I $ z . _C �V -I tI EXISTING 8" WATER LINE " ------ M < ., f,10P"MINIMUM WEST & 20' MINIMUM EASTI ; : 07"PROPOSED NEW SANITARY SEWER MANHOLE - .,I .. .. 5 �/ �.'I,. ,'.I. �. , ------LD ------ - - I OC =., CO3 E %I ',I I, .�- ;EXISTNG FIBER OPTIC CABLE -i :.- - �HI :I� X I -/ -ACTUAL LOCATION ON UNDETERMINED ; CALL 1 ------- �-V / -; Z; " I I I� EXISTING 8WATER MAIN II; /,. 5 K�, 11� ACTUAL DEPTH UNDETERMINED � ' ­...1.1.. .............. ..-I— I'll.I..I.....................-1111-...''I'll... .....11 ­.­­­11 1 - - I , 1 ; POSSIBLE 4" GAS MAIN�_ 11 1�1 -,,/ '' i. ACTUAL LOCATION UNDETERMINED 111 * REF: WATER MAIN AS -BUILT DRAWING G .z., - , 5fl� -,-CITY I 1. ; ....... .....� ..v..I-�..�.".. �-.-.>..;. -.-..-. .-.....-.... 'I OF SANFORD ENGINEERING DEPT. %,,"­ � .-.... ­..-. DETAIL "Boy SCALE = 1"=30' . . I EL 54.00 I PAD EL 53.50 ...1. '. .1 I.. .1.: ...... � ................. :.. , I 4" INFLUENT ,on . . E LINE 0 I.E. 50.50 ­. EL 51.00 433 LF - 1 1/2* EL 51.550 - -------",..,.-"�����������.--,�,,,,,.,.��.,.', -==I - I SCHEDULE 40 PVC 11 HW ALARM EL 49.50 (o _ 0) LAG ON EL 48.50 - FIBERGLASS WETWELL GROUT BOTTOM -LEAD ON EL 47.50 0 1/4-/FT PUMPS OFF EL 46.66 ... I . ...": I ADDED� FOR ANTI -FLOTATION . I 1. 1. . I I I 1:. '..., a - . I "I .1 - C14 � . . � - , - . _ � I I . 0 � ., .:'� -�- ., ..�. : I ..:-, * ­7.,., -':. '':.1.,. 1 7.25' x 7.25' x 12" BASE PAD . w:.� . ..... � ...... "... . - ., - _; ................. ;�­ .......... �:_.. �� W/ NO. 4 BARS 0 12* O.C. I EACH WAY HYDROMA11C HPG200 GRINDER PUMP 2 HP W/ 3.75-A IMPELLER 230 VOLT - 3 PHASE I.E. 52.00 -j EX. 8" PVC' SAN. SEWER FORCEMAIN SANITARYSEWER OPERATING CONDITIONS: 19.4 gpm 0 18.5 ft HEAD LIFT -STATION DETAIL N.T.S. NORTH ; �� ; ; ; ; ; ; 0 ,30 60 ; ; : ; i : , : � SCALE IN FEET 5 5 � � � co f : : = : � 0 : a ! � � &" 0 ! : _) � r : '41 : 1 >_4 1ti � : . E" 0 , 0 �__ + la4 . 0 U IC111 : Cg 0 ; * v CD: ,O . � = - PQ .% - w : : : : : 2 1 i �-, � 1.4 : F I � 1.4 � s-- a � 0 0 W. : H PQ 1 z I U, : - ­ M �4 1 �M : t Cn + + � z � a : : � E, Z � � I . � : UC � = I� W W : ! P � : E- � 5i � 9 : � I - W; = � = U _4 I E­1� �4 � 1 -4 ; : -.4 : : % / �_-- - - , / ... �, "... I . I . . - _ - " - _--- _. ,---- 1". - . . - I I (3 � z L) L< , Cd A 0 I- a 0 0:z 0 1� =) M 0 Ix X V) U. 2 z a �V) < � z Od cc I- LO 14- 0 z 0 W X _j U_ (27/00 CITY PERMIT ISS. /29/00 CITY PERMIT iss. 123/00 WMD PERMIT ISS. = DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It Is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. 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",: z . , .. : . � ; %,� , . . , �_, BASIN I , � � , . ,0 _ - - I . � "I : : " . . ..10 ,� - �­ cl-11, � � ­_ .1. 1�, : : . � I ; /'.-f-, � -1 : _� '�,- �: .-fl . : I . .. . ��. . : ��; .� �. a : : I . ?, � ; I : � : , : . , :1 I .. a,- I I . I I � . '. . ", � i,_ . . - , I : E NORTH 0 CD r-, "� N (D 6� IN -4- _� - - r- 1-f-) 0 � (D 0 _F_j F 0 : r ) �- -0 -0 0 Q) 4- 4-1 4- 4_1 0 0 0) 3: _0 1`6 0 CN 0 n IN M I--, C) 1__� 0 < n �7 N - -0 D ro 0,,- < - n D Q) .. E Q) (D E Z . 0 U-) � z C: .- L_ 3�: Q) 0 Cn �._ - D r ) , `V1 TOP ELEV 53.50 0 7.35' 1. 8.00, / - 5.55' 1 I I ALUMINUM SKIMMER 18" (H) x 72" (W) x 1/4" (T) 8" WIDE WEIR TOP ELEV 52.90 CREST ELEV 51.60 BOTTOM ELEV 51.40 ELEV 51.50 ELEV 50.05 \ 3:1 - � . � I . 1� . .. "I � , I . 1 3:1 ELEV 50.65 ELEV 50.00 � - ­ . .. . I,- - I . j . . . I . I I I I . I I I . , . . . ." 3:1 �__ 3:1 1 - . . `. - . I . -.1 I 1� . . - 12" ­­, / ­ 12",,. - � .. '. ­ .. . . . � I . . . � � . . . I I I . . 1%1-...,. "I'l .. _.­ �_ 1. , _` ".. " . �� I , - I - � ...... 1­-1.1_�",__ ­ I , I - 8�1 " 18.1 1-1, """, 18 I 1� a . CONCRETE "FABRIFORM" "" 81, ELEV 50.93 ELEV 50.93 LINER PROFILE VIEW CONCRETE WEIR CREST ALUMINUM SKIMMER 11 � 81. ELEV, 51,61) _16- 72" TOP OF DETENTION BERM FINISHED GRADE v\_ ELEV 53.50 ELEV. 53.50 ---\ ,, / MWENEMMORNMEM � ,___ __ � @gffiffi���� 11-- . . I -.1.1.­�­_* I _ I .. ..'_­: �%.i � - ­ . - .: .. - ... iq:� . B" I- �. 11 I., ,.�,4 _,; - I - #3 BARS TYPICAL SECTION \ 16" O.0 E.W. EV VARIES ST-6 OUTFALL CONTROL STRUCTURES STORM DRAINAGE STRUCTURE TABLE (�� DESCRIPTION TOP EL. ' (GRATE EL) INVERTS DETAIL N S E I W ST-1 TYPE "C" CI3 52.60 48.60 12/ 206 ST- 2 TYPE "E" CB 51.70 48,37 48.30 6 / 207 ST-3 F- 3) TYPE "u- CB 52.40 47.93 47.68 6 / 207 ST-4 TYPE "E" CI3 52.40 47.39 46.89 6 / 207 ST-5 FES -_ 46.65 1 / 207 ST-6 WEIR SEE DET�11_ THIS SHEET / ST- 7 FES - - 46.65 1 / 207 ST-8 MANHOLE 53.50 46.95 47.12 3 / 208 ST-9 MANHOLE 53.00 48.52 48.52 3 / 208 53.00 51.50 1 1 / 206 ST-1 I TYPE "C" MOD. . 52.20 . . . 49.00 9 /207 ST-12 MANHOLE 51.50 48.00 47.501 1 3 / 208 ST-13 TYP E 1) C )) M OD. 50.50 45.50 11 - __ 1 7 / 207 NOTE: ALL PIPING SHALL BE HANCOR "SURE-LOK" F477 PIPE, SILT -TIGHT PERFORMANCE, OR APPROVED EQUAL. E - 46' R.R. SPUR R/W .. 1 108.0' 11 ­ 7. 5' . . � . EL 51.0 EL 53.50 N WL 49. 0 . � 3.1 EL 47.0 EL 42.0 ,z--7 F_ . 9 . 30' 9' VARIES I � I � . SIDEWALK EL 54.0 EL 53.0 -3-1 EL 51.0 !Y. � 4 4.5'3'4.5' 8' -10.50' - 8' 19.5' 10, - 45.0' - 10, - 19.5' - 11.5' __1111, BUILDING � I "' � WL 49. 0 � � � FF EL 57.50 EL 51.50 EL 53.5 1111��,__� EL 53.5 ... 3:1 EL 50.00 �y A 3.1 EL 47.0 EL 47.0 _�1,11__­_" I '' 5r .\ .?.. EL 42. 0 0...\ 4"UNDERDRAIN F_ - i B, - 17* , , � I , , EL 54.0 55.35± EL 51.0 VARIES 60 0 30 60 �m����� SCALE IN FEET riBERGLASS WETWELL " .-J.WV \ - - - - VALVE BOX W/ . 1 1/2- THROTTLING OPUMP-ON* EL 50.9 - 48* GATE VALVE TOP EL 51.70 1 . ......... --_­_­­ . ,- - ____�� I . . ...... . ............ �: ,-.*!::-::.,;��..-..".,..",-�":-..-, ... - - . � RETENTION BOTTOM EL 51.0 _._�,, _�­`� ., - ,-�, --x, �� W� -,��- x�,-,,v - - - .. - , , ��. . .". .. ,/, , e Ar� ­ 'PUMP-OFF0 EL 50.4 --- V ....... ­­­ ... . ... .. ... . ..... ­ ....... � ......... - ........... � .... ­­ ...-. ..... I I ..... � ... - ......... ,---% �� NSHwr EL 5o.4 I 1 /V SCH. 40 STORM .. 1"Z-11 P 120 STRUCTURE a STORM WATER VC F.M. 11 - I - ST-2 8 VOLUME RECOVERY PUMP STATION -, 11-1- . .. .... ......... ... I... ­­- ..-I-1 ....... - ADDED CONCRETE FOR ANTI -FLOTATION - I � ­­ - - - .. .- ­ .... ........ � _ .......... ... � ......... _ ... - __ , - - 1.,. 1- \ , - I,- , , '11.1'.... ,.:s, __ __ I , . ­ - : - ,__ - . � . , , . . - . ; . . . . . . . , , -, �. - /, �, 8* ; I ­:, I " :".,�." .", LL AQQ _­ . - - , . � , I : , . . 4 -.11--.1 1: ., 1, 11 '. � �! .::: ... 1- . . - !6 j". 'r.. . - � . ... .!, I , �­ - . - �.. .. , I \-STRUCTURE 11 . I... - . . .(.. ., . . �7. 1 1 . . . 1, . . . . . , ,. . . " �. -I.. - � I ­ . I BOTTOM EL 4&18 - . ` ­-, - �, `:�';, I .. I.. I , . ,��. -1- . .. ," - , - I - � �_�,�-,, ? I.. �� 1.11 ..... - , �� , , , . , z�.­ �:: �,'� , ........ . - - " , ,�:,:*.'� -�� : , - 11 . -.- --. -,� ". ,�', -, -, -1-1 . , . " . �. , �,. �,g;'. , ,. - , , , W, , . I /�: I /I . . " �A 7.25' x 7.2V x 12* BASE PAD 1 3*_ W/ NO. 4 BARS 0 1r O.C. GROUT BOTTOM 0 30* EACH WAY TO SLOPE TOWARDS skimp PUMP HYDROMATIC CSP33 SUMP/DnUENT PUMP (2 REQUIRED) 1/3 HP e UNDERDRAIN 230 VOLT - I PHASE HEADER PIPE I.E. 0.20 STORMWATER PUMP STATION - 8' 0 -9 1 - - - 12' - � -1 PROPOSED � � � PAVEMENT EL 54.5± SIDEWALK L 54. 0 EL 54. 0 ----;-��JEL 51.0 EL 51.0 6:1 4.1 7/27/00 CffY PERMIT ISS. 6/27/00 CIT( PERMIT ISS. 6/23/00 WMD PERMIT ISS. DATE I ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PAQ JWS ASiJklal SITE GRADING AND DRAINAGE PLAN 0% 0 n 2 %3 SHEET NUMBER -V . ..... . ....... I LINER � E E z C- V) DATUM El 35.00 ...... ..... r 7 A Q + f. ....... :9 J z ECQVR Y, I- A Z 7 d, A A x X/ )',08LT (j Xl 40 A �t A fl-dIA, 13 X SCALE= 1 =20' (HORIZ.) 7 SCALE 1"=5' (VERT�.)/ �o LA4 CL. CL Ld LU a- % LLI Z— Cn 0 z Ld CL. LLI Cn C= LL- STA. 9+89.752 21.07'RT. PROPERTY LINE i 30'± EST )0 SHEET NUMBER co CD E- U E- z z E- :3 C6 z 0 0 M 0 LL V) LU z Od 0-4 M4 lQL 1-3/4" ORIFICE CENTER DRILLED IN 6" PVC CAP a El r) z 4 PERMIT ISS. PERMIT PERMIT 27/00 1 CITY 6/27/00 MY ISS. 40 [6/23/00 WMD ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied In any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PAQ JWS ASYJ N kJ81 2®4 Uj co CD E- U E- z z E- :3 C6 z 0 0 M 0 LL V) LU z Od 0-4 M4 lQL 1-3/4" ORIFICE CENTER DRILLED IN 6" PVC CAP a El r) z 4 PERMIT ISS. PERMIT PERMIT 27/00 1 CITY 6/27/00 MY ISS. 40 [6/23/00 WMD ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied In any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PAQ JWS ASYJ N kJ81 2®4 Uj 0 0- "-,Ln C-0 6 LO 0 1111111111521 Q) E E z 0 z C) Cn I I IWO I, (S9 1TAIL SHEET', 203) DUMPSTER PAD 01 Qs2 LOCATION MYRT X -Ze YCI I RAI RAM f I 7777T77'M .......................... .... 10 (SD-1)/HAYBA (TYP.) EROSION CONTROL LEGEND CODE PRACTICE SEDIMENT BARRIER Sd INLET SEDIMENT TRAP St OUTLET PROTECTION Co CONSTRUCTION EXIT DISTURBED AREA STABLIZATION WITH MULCHING ONLY ED g: DISTURBED AREA STABLIZATION (WITH TEMPORARY SEEDING) Ds3WITH DISTURBED AREA STABLIZATION PERMANENT VEGETATION) Du DUST CONTROL TREE PROTECTION NOTE: Ds3 = SOD. _j . ........... . ...... FD—s-2-1 am -IT 0 z C) -4 o z z CQ 0 CQ C; 0 z z 0 W E L) P4 E � E X/ .......... 4 --j ............. ............ ...... ............ . . ................... ............ ......... . ....... . ...... .. . . . . ...... 4 M; Al- 3 TKN < C6 QQ z 0 ................. ZZZVj��-,r 2.6 X 'J. ............. ............ ......................... ...... ................ ........... ............ M 0 co af .......... I.,, .. . ............. ... ............. .............. ........................................... ..............z . ... ......... ...................... .......- ---------- ---- — -- ........ V) ............. V Uj < V) ............ ................... ................. ............ ............ ------------ . . . ... . ............ -------- - . .... ....................... ............ ......................... ............ . .......................... ... z Od A A:,-D D; N N G J— N V. DRAWING LEGEND STRAW BALE BARRIER XX SILT FENCE INLET PROTECTION 11 M; H am I 0 30 60 L:%m=7= SCALE IN FEET 7/27/00 CITY PERMIT ISS. 6/29/00 CITY PERMIT ISS. 6/23/00 WMD PERMIT ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied In any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PAQ JWS EROSION AND SEDIMENT CONTROL PLAN 205 twom Q) E Lz z� CO GENERAL NOTES: TEST METHOD MOISTURE LOCATION MATERIAL DESCRIPTION LIFT THICKNESS FOR MAX. DRY COMPACTION CONTENT DENSITY % POINTS 1. TEST FREQUENCY IS IDENTIFIED IN PROJECT SPECIFICATION SECTION s - FILL AND BACKFILL. BUILDING AREArise)02316 SUBGRADE- (below Slab and base) Max. particle sizee 2 inches Max Plasticity Index (PI) = 15 Modified 95% 2. MATERIAL DESCRIPTION APPLY TO ON -SITE AND OFF -SITE BITUMINOUS WEARING COURSE III�III = " Note: Area of fill and compaction shall extend five feet Max. Liquid Limit (LL) = 35 Max. organic Content = 4% 6 inches Proctor (ASTM D 1557-91) +/- 2 MATERIALS. 3. CHANGES TO THE ABOVE CRITERIAL CAN ONLY BE MADE WITH F.D.O.T. SECTION 331 3 CONCRETE beyond building perimeter. USCS Classification: SM, SP or SC APPROVAL OF ENGINEER. 4. THE U.S.C.S. CLASSIFICATION INDENTIFIED IN THE MATERIAL PAVEMENT AREA SUBGRADE Max. particle size= 2 inches GRADE 6" 6" BITUMINOUS BINDER COURSE DESCRIPTION FOR EACH FILL AREA IS A SOIL TYPE IDENTIFIED WITHIN F.D.O.T. SECTION 331 (shallow fill volume — to five feet Max Plasticity Index (PI) = 15 Modified Proctor 95% +/_ 2 THE EXCAVATION LIMITS OF THE EXISTING SITE. THESE MATERIALS MAY �� 1-1/2" RODENT STRIP (@ BLDG. PERIMETER) 2 ' under pavement subgrade). Nate: Area of fill and compaction Max. Liquid Limit (LL) = 35 Max, Organic Content = 4% 12 inches (ASTM D 1557-91) BE MIXED DURING FILL AND BACKFILL OPERATIONS. . • '• ' '" , ; "' shall extend two feet beyond y'o USCS Classification: SM, SP, SC HEADER CURB FINISHED II pavement limits or ML. EXISTING GROUND " GRADE PAVEMENT AREA SUBGRADE Max. particle size= 2 inches Modified IT1-Tfi I - TIifT (deep fill volume - below five feet under pavement subgrade) Max Plasticity index (PI) = 20 Max. Liquid Limit (LL) = 35 12 inches Proctor 95% +/— 2 •'°. Note: Area of fill and compaction Max. Organic Content = 4% (ASTM D 1557-91) 12" SUITABLE NATURAL MATERIAL °.� 8" CONCRETE °d shall extend two feet beyond USCS Classification: SM, SP, SC / 95% MINIMUM DENSITY (*) LIMEROCK BASE 'a ' 3,500 P.S.I. °. ° DESIGN MIX) pavement limits. or ML. 8" MAXIMUM LIFTS F.D.O.T. SECTION 200 & 911 COMPACTED TO 98% DENSITY (*) ` '' ` ' •' ° ° ° ° ° ° o ° ° 3 AGGREGATE °°°°°°°°°°°°°°°°°° SLOPES AND RETAINING WALLS (subgrade and below) Max. particle size= 2 inches Max Plasticity Index (PI) = 15 Modified 95%; ~; LIMEROCK BASE BASE Max. Liquid Limit (LL) = 35 12 inches Proctor +/— 2 Max. Organic Content = 4% (ASTM D 1557-91) FILL AS 12" SUB —GRADE USCS Classification: SM, SP or SC OTHER AREAS Max. particle size= 2 inches DENSITY REQUIREMENTS ARE BASED ON THE MAXIMUM NEEDED DENSITY AS DETERMINED BY AASHTO T 180 (MODIFIED PROCTOR) Max Plasticity Index (PI) = 20 I Modified I Max. Liquid Limit (LL) = 35 12 inches Proctor 95% +/— 2 AA— rlr —l' r —+o + = d% / Ac-ru n 1 RC.7-r» \ PAVEMENT STRUCTURE THICKNESS TABLE IN PLACE SUITABLE NATURAL MATERIAL SUITABLE NATURAL MATERIAL PROOF ROLLED ( ) COMPACTED TO 95X MAXIMUM UNDISTURBED : DRY DENSITY STD. PROCTOR. �.,�� 'J'.- ��"'�' ' USCS vClassification: SM, SP, SC or ML. `"'"" COMPACTED SUB -GRADE NOTE: WHERE HEADER CURB IS TO BE INSTALLED LIMEROCK BASE SHALL BE FLUSH WITH FACE OF HEADER CURB OR TYPE BASE BINDER WEARING COURSE TOP SOIL Max. particle size= 2 inches Max Plasticity Index PI 20 ( ) - Max. Liquid Limit (LL) = 50 q 12 inches Modified Proctor faqTru n 1.ri57-411 92% + 2 /— HEAVY DUTY PAVING 10" 2.00" F.D.O.T. TYPE S-1 1.50" F.D.O.T. TYPE S-1 STANDARD DUTY PAVING 6" --- 1.50" F.D.O.T. TYPE S-1 Q%.nL_ max, Organic Content = cOx, (8 MAX. FILL LIFTS). USCS Classification: CL, ML or SM CITY STANDARD CURB & GUTTER () ASPHALT PAVEMENT SECTION Ci) CONCRETE PAVEMENT DETAIL 3 SUMMARY OF FILL PLACEMENT 4 VARIES SEE PLANS o 3/8" JOINT (SEALED) JOINT SEALER f .,.,�. 1/4" PER FT. d-I * ''%' „ •;,• ',' ',• '. :::::::::.: ::.::::: BACKER ROD SECTION "A —A' " " TYPE D 18 O.C.,(TYP.) I 15 PORTLAND 8" N 3 4' X 16' SMOOTH DOWEL CONCRETE CEMENT `o\ 18' O.C. GREASE BOTH ENDS I BUILDING f JOINT A " " I SECOND POUR^ FIRST POUR 95`' S " " TYPE D JOINT WHEN VARIES SEE VARIES SEE PLANS 15 G ° Mly PLAN EDGE IS TURNED DOWN PLANS FOR CURB 1/4 PER FT. TYPE C JOINT ATINNTER ETAIN CTION�ARATIO 15' MAX CONSTRUCTION JOINT NON FENS T17 YPE FJOINT JOINTILLR(A.M. DF / 8" UND RL NER „ -Y SECTION A —A„ ° iv W TURNED DOWN EDGE I— 15' MAX. c 3/8" SAWCUT JOINT (SEALED) NOTE: N.S.A. R-2 (1.5"-3.5") „ .. 1. CONTRACTOR SHALL USE PREFABRICATED DOWEL COARSE AGGREGATE /2" BASKETS TO PROPERLY SECURE DOWELS DURING 1 8" o - CONCRETE PLACEMENT 2° 80 . 2. D = 8" �7 1 4"R N 3/4' X 16" SMOOTH DOWEL s 18' O.C. GREASE ENTIRE NOTE: TYPE "D" JOINT MAY BE EITHER TOOLED IN WET CONCRETE 1/2" PREMOLENGTH OR SAWCUT WITHIN 18 HOURS OF PLACEMENT OF CONCRETE. EXPANSION JOINT MATERIAL TYPE C JOINT CONCRETE FOR SIDEWALK SHALL BE 3,000 PSI. rr?E "D""D" TYPE "E" CONTRACTION JOINT CONCRETE SIDEWALK DETAIL (5.-',' CONCRETE PAVEMENT JOINTS DETAIL 6 Co CONSTRUCTION ENTRANCE DETAIL 7 12" NOTE: HANDICAPPED SIGN HANDICAP SIGNS ARE TO BE ON STEEL POST RAMP MOUNTED AT A (TYP) GRADE STANDARD HEIGHT OF CURB TO BE METAL C.O. COVER 7FT. FROM PAVEMENT PAINTED BLUE WITH SCREWED PLUG TO BOTTOM OF SIGN 0; I 00 4" WHITE AT OQe' . 6' PARKING BY 2' O.C. 5�P'.. ..� DISABLED SLOT OPENINGS SHALL PERMIT CURB �� •.:: ;:: , .. • 2500# MIN. N NOT BE IN WALLS ONLY ���' CONC. PAD WITH GRATE SEAT �Q` ' 2'x2 x4 L; 4'-1" 3'-1" $250 FINE NOTE: CONC. DESIGN CO CITY ORD.3211 SLOPE 1" IN 12' STRENGTH 12' 5' 12' MAX TYPICAL 4000 P.S.I. NOTES: 6" 1. ALL LETTERS ARE 1" SERIES "C', PER MUTCD. 4.. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE WHITE HANDICAP (MIN.) BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. w w SYMBOL (PER k .'.'.'. � .... EYE BOLTS 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE: 3 B .... (SEE PLATE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. CITY OF m m .•,•••• D-210) 6" 2' 0" - -- 6" -- 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE WHITE SANFORD WYE BRANCH BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. REQUIREMENTS) 4" 4" 4" 4" — 2 1 4" 3 1 /2" 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 3 1 /2" 2 /4" I- ALL EXPOSED CORNERS 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF 2" 2" + �- AND EDGES TO BE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). T2' CHAMFERED 3/4" (FLA. D.O.T. APPROVED) 8 HANDICAP PARKING STRIPING DETAIL 9 HANDICAPPED RAMP DETAIL 10 STORM SEWER CLEAN —OUT (OUTSIDE) 11 HANDICAP PARKING SIGNAGE DETAIL 12°I 4'-4.. 2"x2"x1/4" ANGLE IRON I 8" GRATE SEAT 3 STRAND BARBED WIRE CONSISTING OF WIRE TIES a OSE TO POST EACH SIDE 2 STRANDS 12 GA. DOUBLE TWISTED WIRE (SPACE 2'-0' MAX BETWEEN POSTS). W/ 14 GA. 4 POINT BARBS SPACED 5' (� #4 ® 12 O.C. B.W. APART.z FIN. GRADE v `L COILED SPRING REINFORCING WiRE 70 1/4- 6 BRACE RAIL 0 00 �—THRU—BOLT SINGLE EXTENSION ARMS — N OR OTHER � A A i i MAX.ARIES 15' �r Asir ANGLE OF DEG.. NTWARD FASTENER APPROVED m GROUT, OR "RAM—NEK" EXTENSION ARMS TO BE FABRIC CU JOINTS WHEN REQUIRED 12 GAUGE PRESSEDSTEEL OR WROUGHT IRON. 10' I 4" WIDE WHITE :. (TYP) i a STRIPES, 15 MILS PLAN = II�II II�II PAVEMENT 3 I - MIN. THICKNESS, / TRUSS ROD AT I (TYP-) ,-112"MAX CORNER Posy ,•/FT. ROOF DRAIN o SET COMMON � #4 ® 12" O.C. B.W. I BRICK IN WET M CEMENT (TYP) PIPE MUST NOT BE IN 10'-0" MAX. SPACING (TYP.) I CONCREiE BASE 8" CONSTRUCTION JOINT I~ NOTE: WIRE MOUNTED ON A TOP GUARD. TOP GUARD TO BE ATTACHED AT A 46 DEGREE :.. ANGLE OUTWARD AS SHOWN ABOVE. TOP GUARD IS USED IN A VERTICAL POSITION AT d PIPES SHALL BE FLUSH GATES AND TO AVOID INTERFERENCE _ — — — — WITH INSIDE WALL NOTE: OMIT BARBED WIRE ON FENCE THAT FRONTS WESTPORT BOULEVARD. ' : , '. :' C O N C . CURB 8.1� SECTION "A —A" #4 ®6 O.C. B.W. MINIMUM BEARING CAPACITY 2000 PSF C CAT H BASIN DETAIL TYPE " C 12 AUTO PARKING STRIPING DETAIL FENCE DETAIL 14 SPLASH BLOCK 15 HEADER CURB SECTION 16 C O TABLE OF SIDEWALK JOINTS TYPE LOCATION TRANSVERSE JOINT AT INTERVALS EQUAL TO THE "D" SIDEWALK WIDTH AT THE P.C'S AND P.T.'S OF EACH 'E" OF CURVES, ABRUPT CHANGES IN DIRECTION, AND WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK OR OTHER EXIST. CONCRETE SURFACE STRUCTURES. Ln 0 o Z Z LLI h J Ld Of LLI C00%U I U- 0 U Z J z 0 0L. 0 m � L O Uj V) z Old 7/27/00 CITY PERMIT ISS. 6/29/00 CITY PERMIT ISS. 6/23/00 WMD PERMIT ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PAQ I AS ASjjkjUj SITE PAVING AND DRAINAGE D EfAI LS ®10 SHEET NUMBER a� a� +� E 0 0 4- 4_1 0 0 SPIGOT ON INLET SECTION BELL ON OUTLET SECTION (OUTLET SECTION SHOWN) FLAT_ a ALA I RZ I JA o I w N.� 1 _ B PLAN SECTION A -A FLARED END SECTION . •. . •.....•. 3 8" ROUND TRUSS BARS (SEE NOTE 1 TURNBUCKLE L DIA. T INMN F. SPIGOT A B C D E P R1 R2 FLAT LBS. ("W,� 12 2.00 0.07 1.50 4,00 24.0 48.875 72.875 24.0 19.938 10.125 &OD 3 50 530 12" 15 125 0.07 2.00 &OD 27.0 4a00 73.00 30.0 24.313 12.50 11.00 3.50 740 1Y 18 150 0.07 2.50 9.00 27.0 48.00 73.00 36.0 29.000 15.50 1100 4.00 990 Is* 21 12.75, 0.07 2.25 1 9.00 3a0 31LO0 1 73.00 44.0 1 31.825 ILI251 1&00 4.00 1280 15' 24 &OD 0.07 2.50 9.50 43.5 30.00 73.50 48.0 33.188 18.813 14,00 4.50 I= 18" 27 3.25 0.148 2.50 10.55 4a0 25.50 73.50 54.0 3ao00 18 583 14.50 4.30 1930 18' 30 3.50 0.148 3.Oo 12.00 54.0 19.75 73.75 60.0 37.000 18.500 15.00 a00 2190 21' 30 COO 0.148 3.50 15.00 no 34,75 97.75 72.0 47.813 24.313 20.00 L50 4100 21' 42 4.50 0.148 3.75 21.00 83.0 3a00 98.00 78.0 55875 27.50 2100 a60 5380 24" 48 aoo 1 0.148 4.25 24.00 710 2a00 OLO0 I SCO 56-5001 28.50 1 2100 a75 1 ONO 24" 54 a50 0.174 4.75 27.00 8a0 3a00 102.00 90.0 85.000 3&125 24.00 5M 8040 24" 60 a00 0.174 a00 30.00 80 0 39 00 101.00 KID 71500 3a888 24.00 6.75 8750 24" ae a50 0.174 abo 24.00 Tao 2t.00 101AID 1010 71000 3a125 24.00 7.25 10530 24' 72 7.00 0.174 8.00 24.00 7a0 21.00 101.00 10a00 77.813 3a938 24.00 7.25 12520 24" #9 TiE WIRES 12" O.C. LINE POST TENSION WIRE •0 3000 PSI CONCRETE MI -[ 8" ri8�12" FENCE DETAIL 3/8" ADJ. GATE POST 1 r GATE CORNER TRUSS RODS -1 r GATE FRAME r-GATE POST DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. .... CITY OF SANFORD 1999 FIG. 304 CHAINLINK FENCE DETAIL GENERAL NOTES: 1. END SECTIONS SHALL CONFORM TO STANDARD STRENGTH REINFORCED CONCRETE PIPE OF LIKE DIAMETER AS PER SPECIFICATIONS. 2. JOINT BETWEEN END SECTION AND PIPE CULVERT TO BE MADE BY REINFORCED COLLAR OR COLD ADHESIVE PREFCOLLAR ORMED PLASTIC GASKET. 3. TOE WALLS ARE TO BE CAST IN PLACE ALUM. PIPE BRACKET HDPE STREET ELBOW (90 CONC. BLOCKOUT FTG. TO RECEIVE 8" 0 DOWNSPOUT FOR STREET ELBOW P" -REQUIRED EXTENSION 6" GALVANIZED STEEL 114.9DE DKMK]6. PIPE BOLLARD AT 48" � TYP. 6" ABOVE GROUND, is ENCLOSURE TO BESOLID WASTE CONSTRUCTED OF LONG EXCAVATED TRENCH WIDTH o CONTAINER � LASTING, DURABLE LOW \ FINAL MAINTENANCE OPAQUE MATERIAL BACKFILL ig W 0 s ig- 4" MINIMUM GALVANIZED POST p MINIMUM 1p'aW GATE NIN-"i I APE -LOCKABLE DOUBLE HUNG COVER GATES WITH SCREENING s" To 12" -PIPE WIDTH -WIDTH MATERIAL AND FOOT BOLTS. 1 1Ox12 SINGLE ENCLOSURE DESIGN PAD: PIPE SPRINGLINE \ o ZONE PIPE 1Ox12 SINGLE ENCLOSURE ELEVATION: NOTES: 1. SOLID WASTE CONTAINERS SHOULD BE LOCATED A MINIMUM OF 8' FROM ANY STRUCTURE OR BELOW AND OBSTRUCTING MARES OR OTHER OBSTRUCTIONS. - 2. A MINIMUM OF 50' CLEAR BACKUP SPACE FROM FORNT OF ENCLOSURE IS REQUIRED FOR SERVICING. PARKING AND - LANDSCAPED AREAS MAY NOT BE - USED FOR THIS PURPOSE. lEdIT 3. PAD TO BE CONSTRUCTED OF EITHER 4000 P.S.I., 8" CONCRETE, W/ 8x8.10/10 W.W.M.. OR 4" CONCRETE, p'S Ar FO U N DATI 0 N 12"G.C.. APPROACH PAD TO BE OF SAME COMPOSITION. - 4. 8 FEET HIGH ENCLOSURE WiTH OPAQUE GATES OR DURABLE SCREENING OR 8' HIGHER THAN THE CONTAINER HEIGHT. (MAY NOT BE REQUIRED) (MA ICHEVER Is GREATER). �b•. BACKING INTO PoGIIT`S-OF-WAY ARE PROHIBITED. \ NOTE- IF RECYCLE SERVICE IS WARRANTED. THE DUAL ENCLOSURE DETAIL SHOULD BE USED. MINIMUM PRACTICAL DESIGN ELEMENTS FOR 'SOLID WATER ENCLOSURE : SEE N THE LOR OFR COMPLETE CONSTRU CRITERIA 1 SOLID WASTE ENCLOSURE DETAIL 2 PIPE BEDDING DETAIL GROUT PIPE FLUSH f' 852' WITH WALLs 2" I r-u-3/4"1 3/-J - jA A NOTE: 2 GRATES SHOWN EYE BOLTS L O�00oo0o T2" 0+ MCH GRATE SHALL HAVE A UUT.MIN. WEIGHT OF 240 LBS. 4' 3' . _ . . �0000000 0�0000001 3 3/4 -- B I- ..... 26=1 12; SECTION A -A SECTION B-B ETENTiON BASIN FILTER FABRIC ENVELOPE 4„ 4" PERFORATED PIPE, _ REFER TO SHEET 203 N FOR ADDITIONAL DETAIL .4 �„ ° ° ° #57 STONE GENERAL NOTES FOR UNDERDRAIN: 1. TYPE III UNDERDRAIN IS INTENDED FOR MAXIMUM WATER REMOVAL CONDITIONS. THE FILTER FABRIC SEPARATION IS REQUIRED BETWEEN THE COARSE AGGREGATE AND FINE AGGREGATE. 2. FINE AGGREGATE SHALL BE INDIGENOUS SOIL, PER REQUIREMENTS OF ST. JOHNS RIVER MANAGEMENT DISTRICT. 3. COARSE MATERIALS SHALL BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF SECTION 901-2 OR 901-3 RESPECTIVELY. THE GRADATION SHALL MEET SECTION 901-6. (F.D.O.T. STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, (1991 ED.). 3 STORM SEWER UNDERDRAIN DETAIL n 15' HOPE PIPE (HANCOR EQUAL) RE-LOK( F477 NON -TRAFFIC GRATE W/ SOLID COVER 3' - 4" s" z' - o" 6" GRATE EL.-50.40 I A EL, 53.00GRATE o 21/4" 3'-O" 21/4" 2" / 2• a-- T GROUTED OR "RAM -NECK" _ JOINTS WHERE REQUIRED 2,C SLOT WEIR SLOT EL. 4a90 MAX DEP VARIES a b-e" 4'-Ir 6" a • w. ( 3 3/4' 1 3 3/4 f #4 BARS O 8" O.C. r� D 1 - NOTE' 2 GRATES SHOWN '• { C OOOOOOOOO OOOOOOOOO C EACH GRATE SHALL HAVE A O 24' SLOT 16' HOPE �- - I I'. 1 MIN. WEIGHT OF 316 LBS. - r -/�� •' '` •.�-�.. . _ 000000000 OOOOOOOOO INV. ELEV. 4a9G ' C' a 2 Q #4 BARS O 12 O.C. ° � a OOOOOOOOO OOOOOOOOO 40 PLAN ;, \ \ �\ 7<� e" 100000000 100000000 s 1' '{> 000000000 100000000 T STRUCTURE- BOTTOM HDPE DRAIN PIPE MIN BEARING CAPACITY 2 000 P.S.F. PLAN -I- 1' 1 1/-2H-- --1 2" NOTE: CONIC. DESIGN .'r t. ELEv-44.40 CONC. FOOTING GTH IOU zsi?_D 4000 P.S.I. 26 ► 40� (SEE STRUCTURAL) SECTION NOTE: ®, 1. SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT SECTION C-C SECTION D-02� pp 2. CQNCTETE DESIGN STRENGTH TO BE 4,000 P.S.L. CA A�PSF SECTION 3. PIPES MUST NOT BE IN CONSTRUCTION JOINTS. TRAFFIC BEARING 4. PIPES SHALL BE FLUSH NTH INSIDE WALL. �LIOWNSPOUT CONNECTION DETAIL (5) TYPE "E" CATCHBASIN DETAIL 6 ST-13/MOL."IFIED TYPE "C" CATCHBASIN � 8' PVC PIPE (ASTII 11)3034r SDR 35) 90' BEND NOTE: CONC. DESIGN 40000 P S.L 6" FOOT TYPE 'C' INLET I� s` CRATE I FLOW NOT SHOWN FOR CLARITY 15' HOPE (HANCOR SURE-LOK F477 OR EQUAL) j To _............... ST-12 PLAN NON -TRAFFIC GRATE GRATE EL-5120 I GROUT BOTTOM 0 1/4•/IFT 90' BEND ELEv 47.34 I 15" HOPE 8' PVC PPE I INV. EL - 49.00 z !INERT 15' HOPE TG 1-3/4' ORFiCE. CENTER ST-12 DRILLED IN 8' CAP 8„ g�q� /.\ /.\ /.\ ,.\ STRUCTURE BOTTOM GWAg17Y 2000N SECTION EL»-47.00 ST-11 /FDOT TYPE "C" CATCHBASIN 1. FOR STAKES, USE 2X4 INCH WOOD (PREFERRED) OR EQUIVALENT REMOVE FENCING METAL WITH A MINIMUM LENGTH OF 3 FT. PRIOR TO PAVING 2. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET F.D.O.T. TYPE E-1 A MAXIMUM OF 3 FT. APART, AND SECURELY DRIVE THEM SILT FENCE FABRIC STAKES INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP. 3' MINIMUM LENGTH 2'X4' WOOD 3. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME FRAMING F.D.O.T. TYPE E-1 WITH 2X4 INCH WOOD STRIPS AROUND THE CREST OF THE SILT FENCE FABRIC OVERFLOW AREA AT A MAXIMUM OF 1.5 FT. ABOVE THE DROP RUNOFF WATER INLET CREST. WITH SEDIMENT 4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH p AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF „_ �'• CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. i n 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. r Ln ¢ e'•n JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. ` BURIED TYPE C s,e J- 44 FABRIC 6. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW DEPTH OF THE GROUND ELEVATION DOWNSLOPE FROM THE DROP INLET 1' MINIMUM TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE DOWN WRAP GRATE WITH F.D.O.T. SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. TYPE E-1 SILT FENCE FABRIC 7. GRATE TO REMAIN WRAPED WITH F.D.O.T. TYPE E-1 SILT FENCE FABRIC AFTER SURROUNDING AREA HAS BEEN PAVED. CATCHBASIN PROTECTION sd FILTERED WATER Staked and Entrenced Straw Bale Binding Wire I Compacted Soil to or Twine II III III Prevent Piping I ' Sedimant Laden I I I 1 Runoff Filtered Runoff I --= =_ I I I I , I I I -ITT-1 1-1 1: NOTE: Embed hay bales a minimum of 4 inches. CROSS-SECTION_ OF A PROPERLY INSTALLED STRAW BALE 9 HAY BALE BARRIERIS PERMANENT ........ Ds3 NOTE: ESTABLISHING PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON DISTURBED ' AREAS. TEMPORARY,,,��> 10 FABRIC z 00 Ito cV N FLU_ 4 i FLOW END OF 18" FABRIC FENCE FLOW 6' MAX BEGINING OF POST FABRIC FENCE OVERLAP AT FABRIC ENDS 1. FOR STAKES, USE 2"x4" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 2. PLACE THE BOTTOM 12" OF FABRIC IN A TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 4" OF CRUSHED STONE OR 12' OF COMPACTED SOIL 3. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. 6' O.C. MAX O.C. I z z 5 / FABRIC CO N cV D \\ in z - - - - - - -- 6" -- -- TENCH NOTE: 36" F.D.O.T. TYPE E-1 APPROVED FABRIC IN USE CONFORMANCE WITH SEC. 985 FOOT SPEC. USE STEEL OR 2"x4" WOOD POSTS. 12A SILT FENCE - F.D.O.T. TYPE 111 sd, WOOD POST WITH STAPLE PLACEMENT I WOOD POST WITH NAIL PLACEMENT FASTENERS FOR TYPE A SILT FENCE 13 W a a w P W COX Z -� Z W 3 J 3 w U I Cwa n U_ 0 U F- Z vJ O Z O 1= 0 tY OJ m O �. L z LU N z 7/27/00 CITY PERMIT ISS. 6/29/00 WY PERMIT ISS. 6/23/00 WMD PERMIT ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it Is not to be reproduced, copled in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PA}Q JWS SITE PAVING AND DRAINAGE DETAILS 2"'A 0 7 SHEET NUMBER SQUARE CUT EDGE K PAYN "CM) FINISHED GRADE --- % R!n wivitIvAess __ SEE NOTE 10 W/ am or M L �r MIN. ASPHALTIC CONr_ WHEN FIUEXIBI PAVEMIENT Is cur. SEE NOTE I MAY VARY 3111 NWME 4 OIL IL (TV) SEELEWCT coMMON FILL BEDDN9 ROCK PIPE BEDDING (SEE NOTE 8 Ni 9) UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SEIJ= COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-IM * TRENCH LWOW COMMON FILL COMPACTED TO 95X Of THE MAXIIRIM DOWN AS PER AASHFO T-Ift FLOWABLE FILL. 100-125 P.3.1, IIHALL K USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32 6 OF UTILITY MANUAL FOR FIF1 ' MIX. * USE OF TYPE A BEDOW TO BE DETERMINED IN THE FIELD AS DIRECTED By THE CITY- 4. 15- MAX FOR PIPE DIAMETER! LESS THAN 24-, AND 24- MAX. FOR PIPE MACM 24- AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUIM DIAMETER OF TIE PPE. • WATER SHALL NOT K PERMITTED IN THE TRENCH DURING CONSTRUCTOL • ALL PIPE 70 BE INSTALLED WITH BELL FACING UPSTREAM TO THE D111EICTION OF THE FLOW- 7. RUM To SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. WALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT L (WIly SEWERS 3NALL UTLIZE TYPE" A HEEDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL MINIMUM FOR PIPE DIAMETER LESS THAN 18" AND r MINIMUM FOR PIPE DIAMETER ir AND LARGER. 9. DEPTH FOR REMOVAL OF UNMAKE MATERIAL $HALL GOVM DEPTH OF BEDDING ROCK Omm THE PIPE. THE CITY SHALL Dinuum IN THE FIELD IF REMOVAL Or UNMAKE MATERIAL IS REQUITED TO REACH A SUITABLE FMMTXK 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES 11. FINAL RESTORATION IN IMPROVED AREAS WALL K IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AQDICIEL SURFACE RESTORATION WITHIN CITY RIGHT--OF-WAY SMALL COMPLY WITH REQUIREMENTS OF RIGNT--OF-WAY UTILIZATION REWLATIONS4 A 0' ........ ........................... ...... CITY OF SANFORD I 1999 _FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). • PVC:C-900/905 PIPE SIZE 4' 6" Bm 10" 12" 14m 16' lam 20m 24m 90' BEND 43' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: PVC HDPE • WORKING PRESSURE: PS.I. P.S.I. • SOIL DESIGNATION: • LAYING CONDITIONS: - • TO BE COMPLETED BY THE ENGINEER PI-I'E * ................ .................................................. ........... . ................................................... . . CITY OF SANFORD 1 1999 1 FIG. 104A WATER MAIN: KUE TYPICAL PIPE r TO Ir PIPE r TAPE is MITERED ALONG TOP MY OF POTABLE WATER MAIN POTAKI WATER MAN IV TO 18" PIPE - r TAPE 15 PLACED ALONG BOTH OF TOP HALF OF PIPL--\�_, POW= Perm UM NO ZV AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP P" OF THE PIPE WITH A TOM STRIP CENTERED ALONG TOP HALF OF PIPL jLM �rnffied PON= � M Pm�ar; PAPER BACKED ADHESIVE TAPE (TYPICAL) Ir -1. . . 1. -1z MAX. 1 6 INCHES KM TAPE WITH BLACK PERMANENTLY WREGMATED LETTERING SHALL BE USED THE TAPE SHALL RUN FROM JONT TO JOINT ALONG THE PIPE. ...... ......... .... ... .... .......... CITY OF SANFORD 1999 FIG. 110 3 SEE NOTE 9 SELECT COMMON FILL UNDISTURBED EARTH (SEE: NOTE 3) 1. PEE BEDDING: SELECT COMMON FILL COMPACTED TO NX Of THE MAXIMUM DENSITY AS M AASHTO T-111M L TRENCH BACKFILL: COMMON FILL COMPACTED 70 95X Of THE MAXIM DENSITY AS PER AASHTO T­180. FLOWABLE ILL. 100-125 PJIJ., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32 8 Or UTILITIES MANUAI. FOR DESIGN MOL & PPE BEDDING UTILIZING SELECT COMMON FLL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHM STAR. MAY K REQUIRED AS DIRECTED BY THE CITY- 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN bl". AND 14* FOR PIPE DIAMETER 20 AND LARGER. THE MINKIM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. • WATER SHALL NOT BE PERMITTED IN THE TENCH DURING CONSTRUCTION. • ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DBECiION OF THE FLOW. 7. REM TO SECTION 3L5 OF THE MANUAL. FOR SHEETING AND BRACING IN EXCAVATOM SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT L FRIAR. RESTORATION IN IMPRO141ED AREAS SHALL K IN COMPLIANCE WITH ALL APPLICABUE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY NOW -OF -WAY WWI COMPLY WITH REQUIRM"M OF RIGHT--OF-WAY UTWATION REGULATIONS I. ALL UMPAVEI) DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. ld .. ...... . CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS MN. 0 x 'r x 1/2* (SEE SCHEDULE BELOW) • HOT GALVINIZED OR STAN MECHANICAL PL91ING PLATE EN STEEL C (r MN.) JONTS #4 BARS UNDISTURSED EARTH EWAN TIE AM IN 1-1/2- PVC usm NOTES: 1. ADDMO14AL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGIIEM L MINIMUM pomPREssivi STRENGTH FOR CONCRETE WALL K 3000 P.S.I. 3. BEDDIMS, BACJOLL, AM COMPACTION SHALL K AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINOIL, 4. ALL FORM BOARDS SMALL. BE REMOVED PRIOR To L49KFLL 5, NO ALLOWANCE SHALL BE MADE FOR FRECHON BETWEEN THE PIPE WALL AND THE THRUST COLLAIL L DESIGN PRESS UR1E:P&I-* D (4'-0* MIN.) SEE TRENCH DETAILS FOR Pw BEDDING - 310 cmu ........... .. . . ....................................................................................... CITY OF SANFORD 1 1999 FIG. 105_ GROUND LEVEL-\ a Ir VINYL CONTINUOUS X. WARNING TAPE GENERAL NOTES, A. ALL UTILITY PIPES MULL BE INSTALLED WITH 6 INCH WIDE VIM CONTINUOUS MON- METALLIC: TAPE. FOR IDENTIFICATION AND WARNING PURPOSES. BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH OEM OF I a BKM OR AS APPROVED BY THE CITY. IT SHALL BE COLOR COOED AND 00 SEM AS FOLLOWS: 1. POTABLE WATER & GRAVITY SEWER A. COLORt OWE WITH BLACK LIETTERING, A. COLOIRI GREEN WITH BLACK LETTERING. L WWr MMWATER LINE L LET� LM MELELOOl.LARWORDOL BARED S= WORDING 2. RECLAIMED MED WATER 4. SEWER FORCE MAN A. COLORtPURPLIE WITH BLACK UETTMM A. COLOR: BROWN WITH BLACK LETTERBIL L LETTERININ 'CAUnOth RECLAIMED WATER L LETTERIN93 "CAUTIOW SEWER FORCE LSE BURIED BELOWr OR SIMILM MAN BURLED BELOW OR SIMLAR WORDING. WORDING. L A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WOE SHALL BE INSTALLED AM ALL PRESSURIZED MANS. THE MARES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE M 400) ............................................ ............................................ ....................................................................................... ................. .................................. . CITY OF SANFORD 1999 F FIG. 111 UNDunvIWD [AM rw.r I SEE "M I (IV.) _3=5 CAN K 3M PJLL CONCRETE IARTH I am PSI CONCRETE . M-F HAMUIDISTRiED NOTES, 1. (wr MAX. FOR PPE DIAMETER Lcq THAN 24", 24" MAFOR PPE DIAMETER 24 AND OVER. FOR CONCRETE ARM THE MIL WIDTH SMALL BE EQUAL TO OUTSIDE DIANE= OF PPE. L 'DR WW TO THE DIAMETER OF THE PPE. L 'r REFERS TO THE THICIGNESS Of THE PPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR Fill EMCASEMSIT TO K DETERRED IN THE FELD AS DF&CTED BY THE CITY. L REFER TO SLUM 3L5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. L Din OF ENCASEMENT SHALL K FORMED AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINOL ........................ r .).E.T..4AId .................. ...................... ........... CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK OR BRICK AND E NOTE MORTAR WALL FILLING AT BOTH ENDS VEN RESTRAINED JOINT DUCTILE - IRON PIPE 4" MIN. 6" MIN. - STEEL CASING PIPE DUCTILE IRON PIPE-J MIN. CASCADE TYPE CASING SPACER NOTES: I. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACOOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR-4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS. WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE. AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES. MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. A, JA CITY OF SANFORD 1999 _FIG. 106 FINISHED GRADE r MAX. PREMOLDED PLASTIC JOINT FILLER 50 WALLS (MIN.)--b-' PIPE PLUG (TYP-)_ 20 NIPPLE • 2" GATE VALVE 20 NIPPLE-.._ FITTINGS AND PIPE FOR A.R.V. SHALL BE BRASS BEDDING ROCK 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4' . Mpa POST (TYP CONCRETE VAULT 36* SQ. CAST IRON FRAME AND COVER WITH .17-1/4" ACCESS LID. GROUT e. a - 2 VALVE (TYP.) POLY • 20 PORT WITH THREADED PLUG CUT OUT AND SEAL JOINT WITH MORTAR FOR FORCE MAIN OR WATER MAIN SEE NOTE 2 SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 80 x IGN REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION ANt/VACUUM RELEASE VALVE. CHANGE PIPE AM FITTINGS ACCORDINGLY FOR OTHER VALVE San AND TYPES. VALVE SIZES TO K DETER- MNED BY THE ENONEER AND APPROVED IN THE CITY PRIOR TO INSTALLATION. L THE MNMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. ................ . ::­ ................................ I ............................ 4 .... ... .... ........ CITY OF SANFORD 1999 FIG. 112 FOR UNDW SOILIfo EDGE OFj,/j TRENCH -I Eff r- --I EV I CROSS W/PLUG CROSS W/ TWO PLUGS AREA TEE WOOD BLOCKING (TYP-) AREA FOR PLUG IEJs TEE W PLUG AREA FOR AREA FOR 4W BEND TEE AREA PLUG FOR TEE W/ END PLUG i2. ST OFTA! -5 CITY OF SANFORD 1999 FIG. 103A 30m X 30" X6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2m 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 RESARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE 71 TYPE OF VALVE 0 /2 SERVICE 4, DIRECTION & NO. q T TURNS TO OPEN APPLICABLE VALVE i BOX AND COVER A" 44 (SEE FIG. 115)• 'p"AMOMM ANCHO. 3000 P.S.I. 2�K12 PIN. BE AP cPROVED CONC. MIN.ny) VALVES 16 INCHES AND LARGE On TK. CONIC. PAD 2,V LUSH WITH FLUSH GRADE) #4 REBARS ALL AROUND 20 APPLICABLE VALVE .4 BOX AND COVER • (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES M� ................. A ................................. CITY OF SANFORD 1999 FIG. 1::017 rW/ D.I. VENT M RM AW %xf CCONCRETEVVAULT&WW INKIM 3i SQ. CAST I" FRAME AM COVER WITH Exffn%q = 17-1/4" ACCESS LID. GRgIT = PAVEMENT 4" MAL x +A' -FINISHED GRAN OPERATOR HANDLE JOINTFILLIER PIPE MA cm.) -r WALL (MIL) r NIPPLE r PORT' WITH EXTENSION ROD AS r GATE THREADED PLUG REQUIRED VALVE SEE NOTE 3 r w BIEND r HIPPLE Ar W BEND r NIPPLE r UNION r BRASS PIPE r GATE VALVE r BEDDING ROCK On x Ir WNWr0RCED CONCRETE F007M WASTEWATER FORCE MAN OR WATER MAIN SM SADDLE M SPECIFICATION SECTION NOTES3 1. ABOVE DETAIL IS BASED ON 2 INCH COMMATION AIR/VACUU1M RELEASE VALVE. CHANCE PIPE AND F111 ACOORDOMY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO K DETERMINED BY THE SIMMER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATIOL L THE MINIMUM DIMENSION FROM ELBOW INVERT TO FLASHED GRADE SHALL K 4.0 FEET. & THE Alt RELEASE VALVE WALL BE ADEQUATELY SUPPORTED - CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) BEND WOOD FORM BOARDS BEHIND EDGE or CROSSCUT BELL SHALL tr INTERFERE LIN 9T D WITH JOINT P.) SOIL CLOCKONCREZWRUST B a/2 TRENCH WIDTH THRUST EDGE OF TRENCH FITTINa-'TAHPy7J=M (TYP-) NOTES: 1. THRUST BLOCK KARM AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERIE TRENCH WALL HAS SEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND TO UNDISTURBED MATERIAL L 1EMND THRUST BLM FULL LENGTH OF rwnmm JDNTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST 11`03� NJ= SHALL BE PROTECTED OF POLTIETIVILENE FILM 8 TO PLACING CONCRETE THRUST BLOCV_ S. ROUGH BLOCKING FORM SHALL K USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. MET BLOCKS !SHALL K USED IN COMBINATION, AS REQUITED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. L ALL WOW ILOCIM SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FOaa ARE 70 REMAIN IN PLACE. L ALL THRUST BLOCKS SHALL BE ALLOWED TO SET Mar BEFORE PRESSURE TESTING, UNLESS HIGH EARLY CONCRETE 13 USED AND CITY HAS APPROVED A SHORTER I'Mum .. ........ ........... ...................... CITY OF SANFORD 1 1999 FIG. 103B WAVITY RE r SOLID LIGHT OWN FORCE MM SOIJI) LIGHT GREIEN TYPICAI. WE 070 111- Pft- rTAPE1S CENTEREDALONGTOPHALFOIFML ;,:>vz r4 LINE Irl LINE u 7-1177,117,711171,717,71= , IV 70 IC PIPE - 6-TAPIE 0 PLACED ALONG BOTH SIM Of IMP HALF OF P`P&___111 2V AND LARGER PIPE - TAPE 13 PLACED ON BOTH SIM OF THE TOP HALF OF THE PIK WITH A THIRD STRIP CENTERED MOM TOP HALF OF PIPL offA PAPER BACKIED ADHESr OYPICAIJ .yE VIM TAPE FOR SEWER LINES - TAPE SHALL K GREEN WITH BLACK LETTE FOR SEWER W1 Envu FIr4ij%P1E SHALL BE BROWN WITH BLACK L MIL TAPE SHALL To JONT ALONG THE LIENOTH OF THIC PIPL .. ................. ............................. �J .......... ... . ...................... .................................................. CITY OF SANFORD ALL LETTERS r IN HEIGHT WITH 3/e SPACING BETWEEN ROWS Ir R I/e mm ..... ....... • ...... ...... ................. ................ ... I .......... ............ NOTEA 1. MINT OF SM VILL DOW ON UUTION NO LA WWM PLANT TYPES. IN ALL CASM THE IN SNAIL BE MIRE To in IIUIUC. L SAMBOUND SNAIL BE PANIM PIIIPLE I= LETTERS VML BE SM L DELEEIDIB GRMIE 110111CM MA70111ALS SM BE UHL 4. POST SHALL BE U CHMIND. 2 UL NOT ROLLED NON TENSILE RAL 01 BILLS SNEL. Wr DIP UWAN11111 PER ASTMI A-I2L S. MOUNTINI HAIUM SHALL BE STAKM STEEL. L SIINS OIALL K PLM Irf THE T=/&ACCOMMAIME VTH HE CITY AFFFAM 1011041131110 AS ARFROM IN THE UMM ........... .................. CITY OF SANFORD 1999 FIG. 11 A MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 60 8 10" 120 14" 16" IS" 20- 24". 90' BEND 45' BEND 2.2-1/r BEND 11-114' BEND PLUG OR BRANCH .OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIM WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: DIP • WORKING PRESSURE: S.I. • SOIL DESIGNATION: • LAYING CONDITIONS: • TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE By A FACTOR OF 1.5. ­AINE'D PIPE ......... . ... CITY OF SANFORD 1999 FIG. 104.:B] PART= PURPLE 522C TYPICAL r To S` PPE - e TAPE 15 CENTERED ALONG TOP HALF OF PIPIEN RECLAIMED WATER MAN SMUA= WATER MAN TO =" 1VTO Ir M - C TOM IS PLACED ALONG BOTH IDES of _1 THE TOP HALF or PIPE. _1777M 00000mumn! MONS mummumew 20' AND LARGER! PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED "NO TOP HALF Of PAPER ADHESIVE VNTL TAPE no -] Diem TO IMPREGNATED LETTERING IIHALL BE USED THE TAM SHAM FROM JOKr TO JOINT ALONG THE LENGTH OF THE PPE. wm Y, ..................... ................. ................... .............. .............. CITY OF SANFORD 1999 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD - DETAILS I D`TE1999 APPROVED M. CRUMPTON PE DET001, ooOO;0;;6066 0000013no00oo DOOODOODOODO 000000000000 Dog WATER 000 no Ono 0 000000000 '30 � 000000002313130 ,0- odob 13 13 0 0 N 00 coo 093 a a 0 1309 ------- 000 000000000000 0000000000 50 a a 031313 03 0 I D3 1313 4M RECLAIMED WATER SEWER 4 coo a Son a a a a a 0 013 1300 00130... 00 000000000000 DOD coo Dual WATER DoO aca 00000- 000 000000000000 0131300130131313 00000000 000000 D POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT. PURPLE RECLAIMED WATER GREEN SEWER BLUE POTABLE WATER v CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) AT FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED OWE I (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CENTERED ON CONTINUOUS COLOR n OPERATING NUT CODED 14 GAUGE INSULATED WIRE jHmt (NON—METALUC PIPES ONLY) _90 I WASTEWATER J Sm BEDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. L 'QE Ae --- -- -- -------- CITY OF SANFORD 1999 FIG. 203 IrALUM. CUPS LON MAX. SPACING —, POST CAP POST CORNER TOP RAIL STRETCHER BARS !� FABRIC 3 8" ROU RUSS BARSND (SEE NOTE I 2-LI TURNBUCKLE 3000 PSI CONCRETE 12 FENCE DETAIL 3/8 a ADJ. GATE POST -i rGATE CORNER TRUSS RODS —1 rGATE FRAME '7') #9 TIE WIRES 12" D.C. LINE POST TENSION WIRE POST I �PW STOP T7121G2' 1212rm " 20' MAX. DOUBLE SWING GATE DETAIL NOTES: i. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. AiL CITY OF SANFORD 1999 FIG. 304 ,-6* BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) FINISHED GRADE 4 r r , 24' DIA. MIN. 3000 PSI CONC. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. �"0`1_ M­- CITY OF SANFORD 1999 FIG. 116 wr wm WITH w- m r up" Lm MEN Mw m VARIES 4W W M" e 4W .1� WN WITH NEW simm CLlAN_w mm ITPI SO WI CL TE cm CC L`*"wj :0 NO LOT m nw,& Lmmm Of Lmm DIMCL PLAN *-amff COULM"i Ott NOTE 2) _LL SLm TO Fmc TUMAN" Mm AT 199TATE pvc in" LINE TERMWAL DEPTH AS IKQUM FOR =wElt As SIDOUMED Fa MAIN , I W WO 0".) sm" DOIIILE PROFI NOTM 1. INVERT Of LATERAL SHALL NOT ENTER SEWER MAIN OELOW SPRIq Lim * VTS SBE INSTALLED AT TIME OF BUILDING CONSTRUCTION CLEAN-OHALL SERVICTHE CONTRACE BY TOL * Crty APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE DID Or EACH SERVICE STU9­OUT- 4. RESIDENTIAL SERVICES SMALL K 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIM. L ELECTRONIC LOCATOR DEVICES IIHALL K PLACED =M=3TU8OUT FOR EACH SERVICE. (SEE SECTION 43.4 Or THE CITY OF SANFORD T 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER UNE LOCKABLE NON SLr PROPERTY ACXLSS HATCH WFM FM RE SWITCH tV B11 5 OR 2- CAP (mm) BROWS SHUT OF1 - V MaBICUAVALVE VALVES AND FIT 163 v MIN TEE I I /-CAST IRON OL-fLLED— VALVE BOX GAUGE 2. 9 BRASS DRAIN VALVE r MIN INA PIPs__ BALL a*xx, fA LvE ouLL now) l"'4, _r BRASS HORIZONTAL V PE FLANGED TEE GATE VALVE INFLOW OUTFLOW To CITY FROM PRIVATE FORM MAN PULP STATION U STA *im FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH r SQUARE ACTUATING NUT NOTES 1.THIS DETAIL 15 DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS To ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL sEMNO To CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. M. MI CONSTRUCT AM INSTALL SIGN IN ACCORDANCE WITH r SECTION 22JU OF THE omwo wma— U7lJM MANUAL Q� WAMM 711�, I I ............ ........... ........... .. ........ CITY OF SANFORD 7— 1999 T—FIG. 305 NET COMM FLUSH IN PAVED AREAS & AT ELEVATIONS SHOWN IN UNPAVED ANAL mom -FINISHED DONCREIE BENCHING SEE MANHOLE wNNECnON DETAILS -MANHOLE FRAME & COVER (SEE FIGURE M) -FRAM BMW IN MORTAR 4 -2 COURSES `BIN) (WO pan OUTSIDE WALL 09 whl�_ PER SPECIFICATIONS -iu—mm (SEE NOTE 3) KPT WRAPPER VICIONG PER SPECIFICATIONS—-., 0 owm 70 BE REMOVO) R OCTAL 70 BE MIN. EINIFORCEMIEN'r AND JOINT mv TUMNKE EENOINNNOlt r MN. APPROVED BY THE CITY. 71-A' .......... LIDDING r I.N. PRECAST CONCRETE LAW LAW CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS. A. En PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PPE CONFORMING TO AN D1754 AND D178L L FITTINGS FITTINGS SHALL BE Of THE DRAM WASTE AND VENT TYPE WITH SO4- VENT WELD CONNECTIONS. FITTINGS WALL CONFORM TO ASTMI F348, AND D303L C. PVC CLEANER. PRIMER AND GLUE A SEPARATE CLEANER, pRIMEN AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D25" INSTALLATION DETAILS: ILLUSTRATEDBELOW AM SPECIFIC DETAILS FOR THE INSTALLATION Or THE NEW SANITARY SEwiR LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. ls, A ' 7- L VHWEA& VNrt, -Mr* @am INS 8-0 VACUM TYPICAL SERVICE CROSS-SECTION 4- DIA C UM SPOOL PIECE WITH Ilir STAINLESS STM MESH TRASH GUARD 2w SEND 90, BEND r PVC INSER! - 4" PVC C.O. THREADED CAP I E W 4r BEND STRUCTUR TEE D.W.V.WYE 4" SCH 40 PVC CAA. TYPICAL SO= VENT AND OEM -OUT -DETAIL CITY OF SANFORD 1999 FIG. 205 FORCE MAIN MANHOLE LINO TW=M Lmm) HEIGHT Q= MATERIAL MANUFACTURER 3-4 1 7-12 13-2D 21-25 a&=& 48-W 36-40 $1-40 97-72 NOfESI 1. MANIHOLE MOM IS FOR SEWER SM 11' THRU ZIV. SEE SECTIOIN 2M4.3 OF THE ON" I= MANHOLE DIAMETER IN XWERS LARGER iW 20. L DROP CONNECTIONS An REQUIRED WHENEVER INVERT OF INFLUENT SEWER 0 24- OR MORE ADM THE INVERT Or THE MANHOLE. SEE MANHOLE CONNECTION DERAIL. & APPROVED CONCERM COME CIPS"IN MAY INE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM Of 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE !ENTER. L MANHOLES RECEIVING FORCE MAN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECEED IN SCOM 4LL2 OF THE UTIUMS MANUAL ......... . CITY OF SANFORD 1999 FIG. 200B 14-4/r "pe 6-1/r NIBCO 3' DWWV 90' STREET ELL .1; 0", A,4D TANK. CITY OF SANFORD 1999 FIG. 206 TEE INFLINDIT BE= (M NOTE 3) CONCRETE ENCASEMENT or VERTICAL. PPE INLET CONNECTION DROP PIPE (SEE NM 1) - A WALLANHOLE WMA IN IM — WFLUSALLH (SEE WITH NOTE MANHOLE 2) PVC ON DIP WALL STAINLESS STEEL PVC ON BAND Dip PIPE CLAMP RIMxxr CONNECTOR '-A NOTES, I. DROPu" PIK SE Irlo- AND FITTINGS SHALL, BE EQUAL SIZE AND MATERIAL AS THE If 2. THE CrTy MAy AppnW ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONIIACTION OF -, - F Z4 DIAMETER PIPES AND LARGER. AN OUTSIDE DROP IM SHALL BE REQUIRED FOR ALL INFLLWIT WHICH HAVE AN INVERI U AWfi THE OUTFLOW PIPE RtMff. . ........ . ....... . ......... ......... ... . . ...................... ... .. ..... 4 CITY OF SANFORD 1999 1 FIG. 201 j O +! + d z CITY OF SANFORD k 0 1999 FIG. 207 RAISED "/42PLEMRS FLUSH OF COVER 0SANITARY6 OR OWATER AIR RELEASE" 0 .­ 0— W—A Wk�ftW SEWER AIR R AS APPLICABLE — mAes ALL COVERS OR EQUAL "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON —PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. ..,,THOLE FRAME: USF 0227m I INLET FRAME: USF "1295" OR EQUAL. "LE ME AND 0"IER ....... .. ....................................... - "J ........... FRI" N ................. .................................... CITY OF SANFORD 1 1999 FIG. 202 LID IMITS OF TO BE 0 THTHICK3M PS DEWATED TOTRACT CITY Of SANFORD CONCRETE SLAB TO WITHIN 3* OF FENCE CHAIN LINK IF o - RTU ANTENNA PER SEEM L3.10 000 AND 4U OF IE MANUAL -t---IRRICATION SYSTEM (TYP) (SEE FIGURE .4) CONTROL PANEL (SEE FIGURE 301) 3/0 IMUTION 1" WATER SERVICE METER z ----HOSE BIBB i 2 i;�� 7 X 10' 1 WIDE W/13FP DEVICE CONCRETE R/W 3' 51 (YIN.) _L= 3' SIDEWALK ie 2 - 6' SVANQ GATE tit BACK OF CURB 3/4' POTABLE L I STREET WATER METER C/L - PUBLIC R/W RECLAIMED WATER MAIN • THIS DIMENSION SHALL BE w— EQUAL TO THE DO" OF THE WET WELL NOTESS QUAIL 1. DRIVEWAY AND APRON SMALL K SIX (6) INCH THICK. SOW P-%L CONCRETE. 2. POWIER To THE PULP STATION SHALL K THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN MIT OF WAY. 3. LANDSCAPING SMALL BE REQUIRED AROUND KRIME'TER OF FENCIL 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRWLER SYSTEM FOR LANDSCAPM RECLArEED WATER SHALL BE USED WFERE AVAILABLE D. ENGINEER SHALL PROVIDE A SCALED (1" m 20' MLR.) SITE SPECIFIC DETAL DRAWING ON IN= 30L L THE DEVELOPER SHALL K RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING COISIRUCiION UNM PROJECT 13 ACCEPTED BY THE CITY. ... ... ... . ..... .................................... CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON —CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS JDATE 1999 IAPPROED M. CRUMPTON PEA DET002 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE SEE NOTE 2 -- RESILIENT SEAT - M. J. GATE VALVE WATER MAIN CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) rM -ADJUSTABLE CAST IRON VALVE BOX ,r-13OX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL U .......... CITY OF SANFORD 1999 FIG. 400 BALL VALVE FOR 2 14CHES AND I El '' I (DOMEM AND IRRI- "TOM ONLY. 2 REQUIRED) TEST COOK (TYP.) NIPPLE C1J SLOPE I MAN fit � 111 FINAL GRACE DOUBLE REDUCEDCEDCHECK PRESSUORRE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY DIELECTRIC UNION (2 WAlociJ -W TEND (2 IJ MP lu 1 'N"CU NN_ ........................... . ........... NOTES: 1. ALL PIPE FITTINGS. HATER LABOR. AND APPURTENANCES SMALL K SUPPLED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SK41L BE THREADED SCHEDULE 40 GALVANM STEEL OR BRASS. (FIGURE 500A� 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON Pi ABOVE GRADE JOINTS; StALL K FACTORY -RANGED. (FIGURE 50M). 4. VALVES Milkil. BE aJAM CLOSE OIGURE 5OD11) 5. ALL FIRE UNIES SHALL K AS APPROVED By THE FIRE DEFT. (FIGURE 50011J 6. THE ENTIRE ASSEMBLY SMALL BE PAWED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL K INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) A, .......... ...... L ............................ K, ............ CITY OF SANFORD 1999 FIG. 5110, OA TEMPORARY JUMPER CONNECTION NOTES: I. A temporary :wmoftn: t 1oft bol so id rd cowcior=adprepea=R . L The dell above Is I* be used for fl** any now water main of any @I= from A N add wolo maim and for fkWft of now !noJ W to a INCHES IN DLAAWIJ (2.5 FP$n**mm velooll ) =W for any nw water mate of able. The jumpor nwk*Wwft after ggm sleaflon of the now moln has bow woosoch Florida Dogwimont of Endronmervid Prok ol- poilmool g id IJ ban scelo The jumper woneoft 1 btnwed 119 wh IJ a mk*mn prawn of 20 pd In the now moins afkr d1sh-J oncl uM *4 M.OIJ Istfor Is 01IJ odequat& Thrud I'm-*" =Wlw vol di shol be Pipe and MR used I I ; ", I pips dNi+fiaMd p=foiwaolonc In;o;;mdi_r�AWWA elsew "n aMIJ of ftw mdn to be topped W" be dish f -1 by mtft"v swobbb J eaaeon I of AWWA =I-OL 3. ��of 10 1 W In dio Wo oW kWt:g:,;wkoW #=#" 90-4n %Wy oonfrow .. Eft W 0== A. The f1w-In volo Wwd be op al ark! prawn isded In the p . of It" uffiny Oornpo y OW wKtw to vwffy ._.�nga IJ = Vahvo IdW am not 31 ro =Wvdz" ropicood vNh apnea VOIJ to the L The - Wiwil be no wd ­ffi a doloIJ TM . "_bW..XW1_.fr_M#w now volo main CncI JIJ bac- 64,.. arrigo of fin now mcdn co r*qL*W by the %IJ •= Wxd na be ciiennpGed during peak danced ­ IJ of ft eA N walor • AN downslrean vdwe In ft syMon mud be open prior to opsr I 2w Me -In vakv. • P ovide for and irmwilo the In the 59-4n point. The prawn In tim I N main must nW not drop o 97M • The No 0 vat" dxd be =nod a fm turns only, wwxft a prawn drop was the vakv Is groolo Ifoon 10 C. The No vat" gooll be WM domed by "is MIRY 001 We P ung J 1h 911w. D. The Be vd" WxM be o J; - ri - only for fW h of Itio now maku The procedure *W11 be AN opted by in wMy 000 pop and obw v by *A oglin w L AftwL;��"w " vat" dWI be clo"d WKI belled In #10 0100W PNIIJ by 1110 4.71*rprovide dowAnerftlon the doubts dock IJ prevsrrlon dwVh=ban1 0 and s M flood woeklnp enter dt #hwe f*kne of • IIr::,Wroqjkvd to of r IMan8 In dime" #10 NO 0 vd" J n 4oado01" be kwlled In #w 41cood pedHon by ft uMV ownparvy. The fle-In vd" @hog min ch looked @load unfli fJ now sIaI ha been doored for use by FOEP and al of1w po rdw I agencla. • Upon of for we from FDEP amll ON O#W ;Whm"nPfoQ,.v;nOk% ON omh= *1 ronown the oonnoction. dq. . fo be dond and plugged with 2 7. AN * wiJ and oftionwnoe of the 7M:Ln" awwaiohd steal on -101111 adIJ pievorm ckvfm 1J Val fhe oopoiwbMy of the owl ado INDI . ........... I .......... ........... ....................................... r ..................................... CITY OF SANFORD 1999 1 FIG. 504B COVER (SEE FIGURE 115) BACKFILIJ SPLICE BACK INTO MAIN LOCATE WIRE BUTTERFIJ I VALVE - VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE W ,14 GAUGE COLOR CODED INSULATED LOCATE WIRE -ADJUSTABLE CAST IRON VALVE BOX a � . I , R M717r1l. V& a ZI % 0 g % PIZ 1 UNDISTURBED BEDDING ROCK 1Z MA EARTH NOTES: I . PVC EXIENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECnON 52J OF THE UTILITIES MANUAL 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE unum MANUAL DETA's- CITY OF SANFORD HYDRANT OPERATING MIT HOSE NOZZLE AS RE 24' SQUARE AND PUMPER NOZZLE r THICK RENJ FACING STREET FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) VALVE PAD 107) 2 - 04 AT r (SEE FIGURE D.C. ALL COMPACTED 3tr LL M J HYDRANT SEE HM 3 ANCHOPM TEE Ir MIN. r BEDDING ROCK r PIPE MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRA14M VALVE AND BOX (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 0 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP Or SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-K KENNEDY IJ OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. wog, ,4, .. ......... . CITY OF SANFORD 1999 FIG. 4021 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) ON D.LP. RISER (TYP) FLANGED NJ W J 40 CONCRETE SLAB (2 REQ.) WITH NO. 6 x 6 W110 x W10 WIRE MESH SLOPE SLOPE JOINT RZPREFORMED BETWEEN 360 M1 AN PIPE AND CONCRETE A SLAB FROM MAIN 90' BEND (2 MO.) TO 813INICK THRUST COLLAR ROOM TO THRUST COLLAR RODDED TO 90r BEND OR AS REQUIRED 90' 600 OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) I-0- mill BALL VALVE • (2 REQUIRED) 1 5100 M CONCRETE SLAB MEN ....................... Q CITY OF SANFORD 1999 FIG. 500B TRAFFIC COVER WHERE RIJ FINISHED GRADE 2* GATE VALVE - 2" 90' BEND RESTRAINED WATER DUCTILE IRON JOINT 7 III 60 BEDDING MAIN Or umn MOM vrFM 00� MAII-1 non= OR pi =A trot MIL re MOL rr WL Ir WOOL I911CK MW ON= a WOU0119 nAN='IJ SrFASe MMUMD wr T F,� A�.tr a T. WNW sm VA"T�l me coma= so cs won" W IFIAM OW NOW W O.Lp. NTNa WAS Im f C Na 0 x 0. WMIG 0 infe wSIE notKOM vwivE ...... ...... W ma mo ck =ovn* W MO OR oc� AOAArAWS Het 70 VAIN As Nam VATOIN $TAM TMIM To N M Oily DOOLLM W Man I 1. ALL PIPE NO MT1JJ W19 jMWLAMN% AND Al"ETINANCES KIIII TH9 CITY NALL SK WJFKM IN M L ALL WE AND "TnING 7MMSM"V NO= IN N PIPL A1J 00011 �W FOWSMIJ L Iff AL=WffKj 11IJ AMR ELUL K ADM GROUND 4. VAIM SNALL BE CH AW GIOM • THIE A@= MOUND FMM M SIKL R 1101110 MR M 1J • ALL &jhM A MJJ Or 0*IT (1) INCIIIIIIII an M = our. ,21J 7. THE ffM ASSSIM s=z FOR rim 1111011COTIONOUM AM rjAMmw%g= L AT IM AN9MJ L wa DomMo-not nm MASTED METICIS INIALL HE THIt COMFOU110 TvR . 11L ao1 g WOER MAXFRR METERS SIALL WE EmJ COMPOUND an ILM TUIISINE T09 AN THIE ununis 100M 0 ACOOFAMNCE WmH APFnNaR GI nKr. AL3. . . ............... CITY OF SANFORD 1999 FIG. 501 ........................ ................. ................. ........................ ...................... .... ............... .... ............. y _ CITY OF SANFORD T_ 1999 FIG. 506 2n DOUBLE METER BOX (1111- x 24- MIN.) gza, �-%gg% 20 90' BEND so '*--TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NIJ JOINTS, USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. ............. ....... ........... CITY OF SANFORD 1999 FIG. 403 DOIN SINGLE Lam I (TYP.) samm (rtp.) SERVICE (TYP.) PLINEROPERTY I Cryp.) 'OF 4" WATER REDUCER MAIN (MINE) r FIRE FITTiiGS HYDRANT AS ASSEMBLY REQUIED cm.) _/_1 / (SEE NOTE ol RIGHT OF WAY LINE-� SEPARATE kKMR CURB BOXES WATER MAIN N 2' (TYP.) SIDEWALK (TYIJ RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90* BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. L xJ J", CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR RE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE IL REDUCED PRESSURE DEVICE (NOT REQUIRED WHERE RECLAIMED AND FITTINGS WATER IS UTILIZED) METER BOX AND UD UNION UNION F TO K FLUSH WITH 1 FINISHED GRADL\ - ­N SHUT OFF VALVE -17 12" TO 30" ADM CURB 0 To Go GRAN FINISHED - METER CURB STOP SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL K PARALLEL TO THE HOUK hff= AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTIES8 1. A POSITIVE DIELECTRIC CONNECTION K MADE BETWEEN ALL GALVANIZED AND BRASS COMPONIJ L METER SHALL K INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPUCA" OR AT PROPERTY Log AND IN NO CASE SHALL IT K INSTALLED IN SN"AIX OR OTHER PAVED AREAL & USE PRIMER SUITED TO RAW MATERIALS. EXTERIOR EMAhEL FDM WITH TWO COATS OF PURPLE 4. DEVICE SHALL K 12 DOW NN1MJ ABOVE HIGHEST OUTLET. ... . ...... CITY OF SANFORD 1999 FIG. 502 DISINFECTION Before IJ ploced In service, all now waffiv mains dwil be chlorirland In accordoonce with the sipplificallons h 'noo and the lxooedures outline In AWWA C-951 'standard P. re for Disinfecting Waller 1J AN providore of the Florida Department of Envi.ormew 6 1 Protection permit dwill be oompned with. WATER SYSTEM TESTING. Colo! festing Wwl be pPrforrned =Orr ,.pw4uon,Inch I=sure. unless approved by #w C for a tyro IJ2 M , olvoll be In co 00 )At&MSM=cow for duaMbNWPIP-ow Number M-2frMforktdP91IP4- The ta�►oi�i dwil Include the conflnued applilootion of the spedfied pressure "o"Iner to ft 1"rM I.amsaid A;gwtm �V* eaCry I �. "ST 0 he P -a MA wftin f1w ON IJ 90 ow a Ir"Tu'rcl to -� ;VOM M �Y. W A . . ................ ................ ..................... ............................................ .......... CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 PIPE AND FITTIMIFED DOUBLE CHECK OR SCHEDULE 80 PVC PI t REDUCED RE DEVICE AND FITTINGS METER BOX AND JUD UNION F UNION AN TO BE FLUSH WITH FINISHED ORINADM SHUT OFF VALVE BOVE 12" TO 30* A CURB 4- TO 6" op" FINISH L METER CURB STOP SERVICE JUNE CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES 1. A POSITIVE DELEC7110C CONNECTION SHALL K MADE BETWEEN ALL GALVANIZED AND ems. 2. METIER SHALL K INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED L USE PROEM SUM TO 11M MATERIAL& FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. 'T . ........ . 1............ is ...................................... ........ 11 1 ......... ......... E. . ....... CITY OF SANFORD 1999 FIG. 503 r7aIIII CONINWATION um WITH WOOD 0011111POIJ Y_1J MOP (v WL) PAINUD OgHn- I" (I* M*L) Fn7M CAL COLOR & 0. a 31r Wn LOT NUM- a 3/4") 111113 emsm CIAN sm 1 906 (Ist NOTE 3) OR "(,7 2 111= 43) gh, MAX SeHWi 7U1010 LWL INS L\ (1" MIL) (1* boo LIK Am 11101MVIOUAL M1[M WIM A um mum Up To r == MINN ww r On a" or UMM) Off aff OF OMP010) AIIIIII.L20M DQULL.IEMM CONTINUOUS; COLOR COM 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK a FnTm LOCATING WRE VALVE (NORMALLY a" A7W= MS ISWIRE WITH WATERPROOF CONNECTOR) W - 40' YM BAR METER cum STOP AWWA TYPE CC THREADII TYPE *r nmauE WATER MAIN COPPER OR CM POLYETHYLENE SADDLETUBM (v JJ NOTESs I. ALL wrom SHAM BE 9RAss WITH compRcssm/pAcK JOINT TYPE comEcTiJ L NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL K BUIBM 7n)NUMBER OFqn%30 TEL FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 1THE LOT(S) TO 8 STAKE WITH THE TOP P. AINTED BLUE AND MARKED WITH THE K SERVED 4. RECLAINIM WATER SERVICES SHALL K PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5, POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUNIJ ................................................. ...................... .... ....... CITY OF SANFORD 1999 FIG. 405 Anga&.K= 1. THE TAM REPNESENTS THE MENEM SEPARATION REQU1REMENTS AS DESCRIBED IN I&". RUM or THE FLORIDA ADMNSM" CODE APPLY BETWEEN PROPOSED UTILITY L1J 2. FOR THE PURPOSE Or THIS TAKE. RECLAIMED WATER SHALL. MEAN UNRESTRICTED KOM ACCESS REUSE WAM AS DEFINED ON F.A.C. 17-410. DIM TYPES Or RECLAIMED WATER AM CONSIDERED PAW SEWAGE AM SEPARATION LISTED FOR SANITARY SEWER SMALL APPLY. J. ALL SEPARATION DISTANCES AM FROM OUTSIDE Of PIPE TO OUTSIDE or PPE UNLESS OrTHEIRWISE IIPMED. Mo" PRODUCING GREATER CLEARANCE SHALL K USED. C/O -DENOTES CUM OF PIPE TO CENTER OF PPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE Or PIPE. 4. ACCEPTABLE VARIANCESS A. MM1ERE HORIZONTAL SEPARATION IS NOT ATTAINABLE. DUCTILE LION PIPE OR CONCRETE ENCASEMENT 1J K USED IN AT LEAST ONE OF THE PIPM DUCTILE IRON OR CONCRETE EK- MST K USED UNTIL MINIM CLEARANCE 15 VADWJMEL L WHOM 18 INCH VERTICAL SEPARATION 13 NOT ATTAMAU AT USE ONE FILL LENGTH OF DUCTILE WAN ON EN- CASED PIPE CENTERED AT THE POINT OF =11-19 SPECIAL. SUPPORT MAY K FAXKMM L NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART Of A SANITARY OR STOW W11= MANHOLE OR STRUCTURE. CITY OF SANFORD 1999 FIG. 508 —DOUBLE CHECK RACKFLOW rMETER PRIEVIENTER ASSEMBLY sm 40 G&VANCEED PIPE AND PROVIN TEMPOPOM IS AS SUPPOR Ir TOW r SCHO. so PM GRADE oALpE _r SCHID so PVC 410 DOUBLE STRAP SADDLE OLE 21 OP CORP. STOP TOP r CORP STOP NEW WATER LIEJ rT`ER LINE FM TIE -It VALVE MUST K CLOSED AND REMAIN LOCKED. CITY 70 PROVIDE LOCKING MECHANISM. VALVE WILL K OPERATED BY CITY PERSONNEL ONLY. NOTE:* THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICEL j uAKHAP . -ER _11111111111,11 ............... .............. - - - - - - - - -­­------ ­ ............ . ..... CITY OF SANFORD 1999 FIG. 504A CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS IDNIJ 1999 JAPPROVED M. CRUMPTON PE I DET003 I O O CO n O a'E t� � 4_j 0 0 • • SITE DESCRIPTION GENERAL I PROJECT NAME AND LOCATION: R & E FOODS, INC. 801 CORNWALL ROAD, SANFORD, FLORIDA 32773 OWNER NAME AND ADDRESS: SAME AS ABOVE DESCRIPTION: CONSTRUCTION OF A COLD STORAGE WAREHOUSE & DISTRIBUTION FACILITY WITH RELATED PAVED PARKING, DRIVES, AND STORMWATER MANAGEMENT SYSTEMS. RUNOFF CURVE NUMBERS: AREA } 1. PRE -CONSTRUCTION 74 2. DURING CONSTRUCTION 91 3. POST -CONSTRUCTION 96 SOILS: SEE SOIL BORING REPORT FOR SOILS DATA SITE MAPS: * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS. * SEE ATTACHED GRADING, DRAINAGE & EROSION CONTROL PLAN FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS * SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. SITE AREA: 1. TOTAL AREA OF SITE = 4 ACRES 2. TOTAL AREA TO BE DISTURBED = 3.92 ACRES NAME OF RECEIVING WATERS: NONE CONTROLS THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTiON: ) STORMWATER RETENTION & DETENTION AREAS AND RELATED ON -SITE IMPROVEMENTS FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 3.92 ACRES WILL HAVE BEEN REGRADED. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE ONSITE DRAINAGE SYSTEM. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY FEDERAL STATE AND LOCAL REGULATIONS. TIMING OF CONTROLS/MEASURES ` REFER TO " CONTRACTORS RESPONSIBILITY FOR THE TIMING OF CONTROL/MEASURES. CERTIFICATION OF COMPLIANCE WITH ' FEDERAL, STATE AND LOCAL REGULATIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. SJRWMD PERMIT # _________________ NPDES PERMIT # POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. THE CONTRACTOR SHALL AT.,A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STORMWATER POLLUTION PREVENTION PLAN 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT - ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON 7HE NATURE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL THE SYSTEM INTO OPERATION. UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO 5. RECONCENTRATE AFTER RELEASE. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF SEQUENCE OF MAJOR ACTIVITIES: THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: COLLECTION FACILITY. 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE CONSTRUCTION ENTRANCE &CURBS. SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR 2. INSTALL SILT FENCES, HAY BALES 10. APPLY BASE TO PROJECT EXCAVATION AND FILLING OPERATIONS SHALL BE MINIMIZED. & TREE PROTECTION, AS REQUIRED 11. COMPLETE GRADING AND 3. CONSTRUCT SEDIMENTATION INSTALL PERMANENT 7, INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE BASIN SEEDING/SOD AND PLANTING DIRECTLY OFF -SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM 4. CLEAR AND GRUB FOR DIVERSION 12. COMPLETE FINAL PAVING RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS SWALES/DIKES AND SEDIMENT 13. REMOVE ACCUMULATED THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. BASIN AT PERMANENT POND SEDIMENT FROM BASINS LOCATION 14. WHEN ALL CONSTRUCTION 8. DUST CONTROL: AREAS OPENED BY CONSTRUCTION OPERATIONS 5. CONTINUE CLEARING AND ACTIVITY IS COMPLETE AND THE AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND GRUBBING SITE IS STABILIZED, REMOVE ANY RECEIVE FINAL TREATMENT WITHIN 30 DAYS SHALL BE STABILIZED. 6. STOCK PILE TOP SOIL IF REQUIRED TEMPORARY DIVERSION 7. PERFORM PRELIMINARY GRADING SWALES/DIKES AND RESEED/SOD 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT ON SITE AS REQUIRED AS REQUIRED FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE 8. STABILIZE DENUDED AREAS AND SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES STOCKPILES AS SOON AS LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED PRACTICABLE AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING TIMING OF CONTROLS/MEASURES CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, TREE PROTECTION, TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED SILT FENCE & HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. BASIN WALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE VEGETATIVE COVER. WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO IN ACCORDANCE WITH THE EROSION &TURBIDITY CONTROL PLAN. 13. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. PERMANENT EROSION CONTROL- THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE ENDANGERED SPECIES AND CRITICAL HABITAT 1. ARE THERE ENDANGERED SPECIES ON SITE? NO.OFFSITE FACILITIES. 2. ARE THERE CRITICAL HABITAT ON SITE? NO. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY IF YES TO EITHER QUESTION, PLEASE EXPLAIN. CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED. STRUCTURAL PRACTICES CONTROLS 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE GRADING DRAINAGE & EROSION USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY. CONTROL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE GRADING, DRAINAGE & EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE GRADING, DRAINAGE & EROSION CONTROL PLAN AND AS REQUIRED TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY AGENCIES. EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. REFER TO EROSION CONTROL DETAILS FOR CONSTRUCTING THE HAY BALE BARRIER. ALSO REFER TO THE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR PROPER LOCATION 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. REFER TO THE EROSION CONTROL DETAILS FOR PROPER CONSTRUCTION OF THE FILTER FABRIC BARRIER. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN A DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. THE 67 CUBIC YARDS OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. OTHER CONTROLS WASTE DISPOSAL iIWIR IANNIJ;4 44 ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WiLL BE HAULED TO A STATE APPROVED LANDFILL ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. INVENTORY FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION: X❑ Concrete X❑ Fertilizers X❑ Wood X❑ Asphalt X❑ Petroleum Based Products X❑ Masonry Blocks X❑ Tar X❑ Cleaning Solvents X❑ Roofing Materials [XI Detergents ® Paints X❑ Metal Studs ❑ ❑ ❑ I SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE GOOD HOUSEKEEPING HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE ONSITE DURING THE CONSTRUCTION PROJECT. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED AREAS. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5X) AND WHERE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS, THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 67 CUBIC YARDS OF STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. THE VOLUME OF THE BASIN AT CLEAN OUT SHALL BE 22 CUBIC YARDS PER ACRE. * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL * SUBSTANCES WiLL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. * ORIGINAL LABELS AND MATERIAL SAFETY DATA WALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: PETROLEUM PRODUCTS ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB, WHICHEVER COMES FIRST. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. * TEMPORARY AND PERMANENT SEEDING AND PLANTING WALL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING NON -STORM WATER DISCHARGES TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES CONCRETE TRUCKS WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE * WATER FROM WATER LINE FLUSHING SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR SPILL CONTROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED). IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT *UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND BASIN PRIOR TO DISCHARGE. CLEANUP: MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CONTRACTOR'S CERTIFICATION CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND (',LEANUP I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND SUPPLIES. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF APPUCABLE, IN THE OFFICE TRAILER ONSITE. MAINTENANCEANSPECTiON PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TiME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. . * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. w F �- M o a. w o: f5 Z il R s R R WF zd� w ZQ U� wj Z U VI LL m0 w a: a u.i a at W C" �j \ a d Z 3 x emu o J U r I C3 Ld LL 3 a O E- 0 o W a �+ ? EH o W w o o 1 U Cq , 0 f ` � o a o w w w w a Ix w Ch z O . r * E_ U z � c W ran E-0_ J Q Z O H m W V) Z U Z 0 0 0 U. W 06 cc 7/27/00 CITY PERMIT ISS. 6/29/00 CITY PERMIT ISS. 6/23/00 WMD PERMIT ISS. DATE ISSUE/REVISION reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: PAQ x JWS STORMWATER POLLUTION PREVENTION PLAN 21� SHEET NUMBER LL! CL. En LLJ W z 92- LLI COO) C= Ld Of � In X z Tc PATH 2 CQ R&E FOODS CQo(Tc = 59 min.) L) I rA4 OCA—WEST EXISTING CONDITIONS - W � OFF —SITE CONTRIBUTING AREA 8.85 ACRES Z (Tc = 69 min.) Tc PATH 1 A E 0 I c bU min.) A 0/4 E_ P4 E-4: ....... .. . . ...... ...... ....... . ..... ...... --- AK� .......... v . . . ... .... J`if X, xx­ N f.... ...... 7 54 1A Fl. Fl. ,Jl 2 V, ry < LLJ 4*17 0 0 ESTIMATED STORAGE TO ELEVATION 50.30 1,890 CF 0 5 Q) E E z 0 0-) z C_ C) �o EXISTING RETENTION AREA x X DA-2 UNDEVELOPED OPEN FIELD & WOODED 2.65 ACRES ISOLATED WETLAND AREA = 4,297 SF (0.0988 Ac) N 1,011010141001 0 40 80 1 40 FEET UINULVLLUFLU OPEN: FIELD 0000 400i" DRAINAGE AREA DELINEATION LINE (TYP) . . ...... . . . .......... ........... ...... . . rINIbHLU rLUUK LLLVAIIUN 00.J1 A- -A > CIA NRCS SOIL SURVEY OF SEMINOLE COUNTY SOIL TYPE 13: EauGallie & Immokalee Fine Sand SOIL TYPE 20: Myakka and EauGallie Fine Sand L<1 z 0 P: 0 LL_ IM IM 0 U. z LLJ z od 7/27/00 CITY PERMIT ISS. 6/29/00 CITY PERMrr ISS. 6/23/00 WMD PERW W. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: I CHECKED BY: PAQ I KFD ASjjSfflj EXISTING SITE CONDITIONS PLAN 21I;e (ff J% SHEET NUMBER 0 O N \o N � 0� Q)Q E a o i= a; Q) 0 0 its 0 L0 N O N M v 0 Qrf) z N Q nD 0 L E z 0 U-) zC_ V • � o C n' n (-,% Tj _ ".......... .... .._ .- .,,.. ..... ..................... --- ._... _.. ......... ..... ...................... ..... ...... ...... ..... ".,,.................... ,"". ..".,". .".".".," ...... ......... ........ ." ",,. "....... ........ ......... ....,... ... ,,::.::.. .::::.::. ,.,." , . ......... ........ ......... .. ... :: I Br, r S / .,,.. .." ... -- .... -:"" . ..... ."... ............. ..... .... ..... ................ ..., .... .... ...................... ..... ..... ..... � rn 0 / v/ i Z s......... ..... .,.:...:. . ,,:. .""......-------- ......... ......... ......... ,. ------------------- ......... . . ......... ....:..,. ---. ----- ... ......... ... :: ::,:::::, .".".". ..,,.,.,. ....,.. ......... ......... ........: - -."". "„",. .",."""". ."""..... ......... .......:. ., :,:.. ...,..". ......... ......... ........, .. ,. .... .....",.. ... ......... .................. ......... .. ".. "... ......... ......... ...._. ....." .... ,.:. „"..,... ....,.... ......... ..... " r � i s i i s . - i ., -- r J i - . : i I s s m O � 1 L 0 Y.. LL Z s " s i rLUVI s : T Z ad LEGEND XEXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN. SEE TREELINE BARRICADE DETAIL. NEW TREELINE (LIMITS OF CLEARING). ri HEAVY—DUTY ORANGE OR OTHER BRIGHTLY 6' MAXIMUM I COLORED) BARRIER FENCE. 4' HIGH 2 X 4 WOOD STAKES OR EQUIVALENT PLAN VIEW METAL STAKE. 6' MAXIMUM I HEAVY—DUTY ORANGE OR OTHER BRIGHTLY COLORED) BARRIER FENCE. nr 4' NIC,N 9 X 4 Worn STAKFC nR FOI IIVAI FNT LT -- NOTES: :::o:e�:es:.:ee:e:e:C:e::;�::::e:�e:�0:o:�:e:0:e: IV0iL iVio.A.Ao.A.A.A.i.00AVAVA!FA 2W MArAVA•.•.•.•.•.•.•.•.•.•.•.•.•.•.:.,,•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•,ALT MAO VA VA VA VA VA VA��p��pVONV'dVALd Ap.OA.AVAVA A pVAVAVA LA 50 ikVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAYiVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAvA '5 .ArAWAV.•...................•.......,.............................•.•,,,. - - — 1 KLLL1 Nt tJ/-\KKItK 10 r ULLUVV KLJrL . I I Vt LINE IN THE TREE PROTECTION PLAN. SECTION VIEW TREELINE BARRIER METHODS MAY VARY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. TREELINE BARRIER DETAIL NOT TO SCALE CITY OF SAMFORD LANDSCAPE, BUFFER AND TREE REQUIREMENTS OFF-STREET PARKING AND VEHICULAR CIRCULATION AREAS REQUIRED LANDSCAPE AREA 10 S.F. OF LANDSCAPED AREA PER 1 PARKING SPACE 39 SPACES X 10 S.F. = 390 S.F. REQUIRED 1 S.F. LANDSCAPED AREA PER 50 S.F. OF CIRCULATION AREA 40,000 S.F/50 S.F. = 800 S.F. REQUIRED 1,190 S.F TOTAL (390+800) LANDSCAPED AREA REQUIRED 3005 S.F OF LANDSCAPED AREA PROVIDED 100 S.F MIN. LANDSCAPE AREA REQUIRED TREES 1 TREE PER LANDSCAPED AREA MAX. HT. 35-40 FT. REQUIRED SHRUBS 1 SHRUB PER 10 S.F. OF LANDSCAPED AREA 1,190 S.F OF REQUIRED LANDSCAPED AREA/10 S.F = 120 SHRUBS REQUIRED 135 SHRUBS PROVIDED LANDSCAPED AREAS ADJACENT TO STREET R.O.W. 5' WIDE MIN. STRIP 1 TREE PER 50 L.F. 30" HIGH HEDGE AT 30" O.C. (4' HIGH AFTER 1 YEAR) LANDSCAPED AREAS ADJACENT TO OTHER PARCEL 5' WIDE MIN. STRIP 1 TREE PER 50 L.F. 30" HIGH HEDGE AT 30" O.C. (4' HIGH AFTER 1 YEAR) TREE PROTECTION AND PRESERVATION 2 REPLACEMENT TREES FOR EACH EXISTING TREE REMOVED 15 TREES REMOVED 30 REQUIRED TO BE PLANTED. 30 PROVIDED 10' HT. MIN., 2" DBH 13 TREES PRESERVED HELP FULFILL LANDSCAPE REQUIREMENTS UNDERGROUND IRRIGATION TO BE PROVIDED PER CITY OF SAMFORD CODE REQUIREMENTS. PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME LJ 280 LIGUSTRUM JAPONICUM LIGUSTRUM LM 180 LIRIOPE MUSCARI LIRIOPE RI 135 RAPHIOLEPIS INDICA INDIAN HAWTHORN QS 16 QUERCUS SHUMARDII SHUMARD OAK SP 18 SABEL PALMETTO SABEL PALM TD 3 TAXODIUM DISTICHUM COMMON CYPRESS UP 5 ULMUS PARVIFLORA 'DRAKE' DRAKE ELM SIZE REMARKS 3 GAL. 30" O.C. 1 GAL. SYM. 3 GAL. SYM. 10' HT. 2" DBH AS SHOWN 10',14',18' VARIED HTS. 10' HT. 2" DBH AS SHOWN 10' HT. 2" DBH AS SHOWN RECLAIMED WATER USAGE STATEMENT: THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER SHALL BE INSTALLED BY THE DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT AND TRACT, THEREIN. "TAKEBACK" CALCULATIONS: TOTAL ACREAGE: XXX ACRES IRRIGATED ACREAGE: XXX ACRES POTABLE WATER USAGE: XXX GPD RECLAIMED WATER USAGE: XXX GPD WASTEWATER GENERATION: XXX GPD I0 30 60 7/27/00 MY PERMIT ISS. 6/29/00 CITY PEW ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: JFB EWL ASyjkk Bj LANDSCAPE PLAN 250 SHEET NUMBER a� a� +� E a r) 1- -0_U (> - 4- -+-j +-j 0 0 14100 0 E 0 E Z 0 0-) zC_ � a CO L DECIDUOUS TREE PLANTING NOTES. 1. PLACE THE ROOT BALL IN THE HOLE SO THE TOP -MOST ROOT IS EVEN WITH OR SLIGHTLY (2 INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE. 2. APPLY WATER AND TAMP SOIL WHILE BACKFILLING TO PREVENT AIR POCKETS AND VACUOLES FROM FORMING. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING WATER TO INSTALLED PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. Al 4. USE TWO STAKES FOR TREES LESS THAN 2" IN CALIPER. 5. STAKING METHOD MAY VARY UPON APPROVAL OF LANDSCAPE ARCHITECT. TWISTED 12 GAUGE WIRE. 2-PLY GARDEN HOSE. 2-PLY GARDEN HOSE (SEE DETAIL ABOVE). 12" LONG WHITE SURVEYOR'S TAPE(1/GUY). 12 GAUGE GUY WIRE. 3" ORGANIC MULCH LAYER (AVOID MULCHING NEAR TRUNK) 3" CONTINUOUS SOIL SAUCER 36" 2 X 2 STAKE. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP AND ALL NON -BIODEGRADABLE MATERIAL. SCARIFY SIDES OF HOLE WITH SHOVEL. NATIVE SOIL BACKFILL. WATER AND TAMP TO REMOVE AIR POCKETS. EXISTING SUBGRADE. LEAVE UNDISTURBED TO AVOID SETTLING. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 0 D = SPACING (OC) AS NOTED IN PLANT D LIST OR ON PLAN. ■ ALL GROUNDCOVERS WILL BE INSTALLED USING TRIANGULAR SPACING TO CREATE A MORE EVEN VISUAL APPEARANCE. PLAN VIEW -TRIANGULAR SPACING SECTION VIEW GROUND COVER DETAIL NOT TO SCALE DISHED GRADE MINIMUM ORGANIC MULCH LAYER. WING SOIL MIXTURE AS PER )TES AND SPECIFICATIONS. BGRADE LOOSENED TO 12" DEPTH. IDISTURBED SUBGRADE. 0 m LL_ 0 0- 0 0 0 W ry < W c� w J < 0- PALMTREE PLANTING DETAIL NOT TO SCALE MINIMUM OF NINE GOOD PALM FRONDS. TIE THE HEAD OF THE PALM WITH BURLAP STRIPS. LET STRIPS REMAIN FOR AT LEAST FIVE MONTHS. TRIM ONLY THOSE FRONDS WHICH HANG BELOW THE LEVEL OF TREE - - HEART. THERE SHALL BE NO EXTREME SUCCULENCE. TRUNK DIAMETER SHALL BE CONSISTENT WITHOUT ABRUPT CHANGES, LOOSE SHEATHS, HOLES, OR CAVITIES. STEEL BANDS (3/4", H.C.S.) 5 LAYERS OF BURLAP TO WRAP TRUNK. 5 (2 X 4 X 16") WOOD BATTENS. SECURE BATTENS W/ 2 (3/4") HIGH CARBON STEEL BANDDS TOO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM, HEIGHT OF BATTENS SHALL BE RELATED TO THE HEIGHT OF THE PLAM. MINIMUM 3 (2 X 4) WOOD BRACES TO REMAIN AT LEAST 12 MONTHS. NAIL TO 2 X 4 STAKES (3). 3" ORGANIC MULCH LAYER. 3" CONTINUOUS SOIL SAUCER. SOIL MIX AS PER PLANTING NOTES. FILL AREA AROUND ROOT BALL WITH BACKFILL MIX FLOOD AND CO PAT FILL IN 3" LISTS. r E-FLOOD AND COMPACT FILL 1 DAY AF�Jl&yER INSTALLATION ON SPECIMEN PALMS]. ADD FERTILIZER, MANGANESE, AND MAGNESIUM AS PER PLANTING NOTES. UNDISTURBED SUBGRADE. NEW TREELINE (LIMITS OF CLEARING). HEAVY-DUTY ORANGE (OR OTHER BRIGHTLY 6' MAXIMUM I COLORED) BARRIER FENCE. 4' HIGH 2 X 4 WOOD STAKES OR EQUIVALENT PLAN VIEW METAL STAKE. 6' MAXIMUM _I VV .•.Ia...•.•000.•0.•0.•a.VAVALAAAAAAATAN.000a.•00.•...•OO.•.•.•a.. ..,0.•.•.•...•.•ATAVAVAVAVA.•.•.•...•.•.•.•.•..• •.•.•.•.•A A AV.•...•.•.•.......I.. o...................................................................�. ......•.•.•.•...........•.•.•.•.•.o...•.....•.•.•.•.......•.•...•...,.,. .•.v..g.•..g.•....o.•.•oa.•.....•.....•a...•...•....o.•......... SECTION VIEW TREELINE BARRIER DETAIL NOT TO SCALE HEAVY-DUTY ORANGE (OR OTHER BRIGHTLY COLORED) BARRIER FENCE. 4' HIGH 2 X 4 WOOD STAKES OR EQUIVALENT METAL STAKE. NOTES: TREELINE BARRIER TO FOLLOW RESPECTIVE LINE IN THE TREE PROTECTION PLAN. TREELINE BARRIER METHODS MAY VARY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. ASPHALT CONCRETE CURB. 1" DIFFERENCE BETWEEN TOP OF CURB AND SOIL SURFACE. 4:1 SLOPE EXCEPT WHERE HAVE RETENTION IN THE PARKING ISLAND OR MEDIAN. CONTRACTOR SHALL REMOVE ALL SHELLROCK IN PARKING ISLANDS EXCEPT FOR 6" IN BACK OF CURB. PLANTING BACKFILL AS PER PLANTING SPECS. VARIES . 1, 6" GRADING DETAIL -PLANTED LANDSCAPE ISLANDS NOT TO SCALE SHRUB PLANTING DETAIL NOT TO SCALE TOP OF ROOT BALL TO BE EVEN WITH OR SLIGHTLY (2") ABOVE LANDSCAPE GRADE. 3" ORGANIC MULCH LAYER. 3" CONTINUOUS SOIL SAUCER ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP AND ALL NON -BIODEGRADABLE MATERIAL. SCARIFY SIDES OF HOLE WITH SHOVEL. NATIVE SOIL BACKFILL. WATER AND GENTLY COMPACT. EXISTING SUBGRADE. LEAVE UNDISTURBED TO AVOID SETTLING. LANDSCAPE NOTES: 1. FOR SITE GRADING AND EROSION CONTROL, SEE CIVIL PLANS. 2. ALL SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SHRUBS SHALL BE SPACED AS SHOWN ON PLANT LIST. TREES SHALL BE INSTALLED AS SHOWN ON DRAWINGS UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. WHERE FIELD ADJUSTMENTS SEEM NECESSARY, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED FOR REVIEW. 4. WITHIN A PLANTING BED, A MINIMUM OF ONE PLANT PER TYPE SHALL HAVE A DURABLE WATERPROOF LABEL WITH WATER RESISTANT INK LEGIBLE AT TIME OF FINAL INSPECTION. TAGS TO BE REMOVED BY SUBCONTRACTOR WITHIN TWO DAYS OF FINAL INSPECTION. 5. ALL BERMS AND EARTHWORK BY LANDSCAPE SUBCONTRACTOR SHALL HAVE POSITIVE DRAINAGE AFTER LANDSCAPE INSTALLATION. BERMS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. 6. ALL TREES WITH 5 CALIPER AND OVER SHALL BE TRIPLE STAKED OR GUYED. STAKING METHOD MAY. VARY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. 7. PLANTING HOLES SHALL BE TWICE THE DIAMETER OF THE ROOT BALL AND THE SAME DEPTH AS THE ROOT BALL. BACKFILL SHALL OCCUPY THE VOIDS SURROUNDING AND ENCOMPASSING THE ROOT BALL. SUCH BACKFILL SHALL BE COMPOSED OF EXISTING SOIL, AND COMPACTED THOROUGHLY AND FIRMLY TO REMOVE AIR POCKETS AND VACUOLES. 8. ALL PLANT BEDS SHALL BE 'V' EDGED TO DEFINE BEDS AND GRASSED AREAS, ONE FOOT WIDER THAN THE REACH OF THE MOST ADJACENT SHRUBS, AND MULCHED TO A UNIFORM DEPTH OF 3" WITH PINE STRAW, PINE BARK OR WOOD CHIPS. TYPE OF MULCH TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. A BERM SHALL BE CREATED AROUND THE ROOT BALL OF EACH SHRUB AND TREE TO FORM A SAUCER AREA FOR WATER RETENTION. 10. ALL DISTURBED AREAS ARE TO BE SODDED. SOD FIVE FEET FROM EDGE OF ALL NEW PAVEMENT AREAS. 11. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 12. ALL WORK IS SUBJECT TO INSPECTION BY THE OWNER AND/OR HIS REPRESENTATIVE AT ANY TIME DURING THE COURSE OF THE WORK. IMPROPERLY EXECUTED WORK AND/OR REJECTED WORK SHALL BE REPLACED IMMEDIATELY. THE OWNER SHALL NOT BE OBLIGATED TO MAKE PAYMENT FOR WORK AND/OR PLANTS OR OTHER MATERIALS WHICH FAIL TO MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. LANDSCAPE NOTES: 1. ALL TREES AND SHRUBS SHALL BE FLORIDA #1, IN FULL LEAF, FREE OF INSECT AND DISEASE, FREE OF NUTRITIONAL DEFICIENCY, EXHIBIT GOOD COLOR AND CHARACTER, AND SIZED AT NO LESS THAN NOTED IN THE PLANT LIST ON DRAWINGS. 2. TREES SHALL CONFORM TO STANDARDS AS SET FORTH IN THE INTERNATIONAL SOCIETY OF ARBORCULTURE PUBLICATION "Tree & Shrub Transplanting Manual" AND "American Standards for Nursery Stock" OR SIMILAR PUBLICATION. 3. SOD TO BE BAHIA SOLID SOD. WET GROUND SURFACE LIGHTLY BEFORE LAYING SOD . BUTT JOINTS TIGHT AND STAGGER ADJACENT JOINTS, ESPECIALLY ON SLOPES. 4. TOPSOIL SHALL BE INDIGENOUS TO THE AREA, NATURALLY FERTILE AND OF A LOAMY SAND NATURE WITH GOOD PERCOLATION PROPERTIES. 5. FERTILIZER TO BE A COMPLETE COMMERCIAL MIXTURE: 8-8-8. 50% ORGANIC MICRO -ELEMENTS. FERTILIZE AFTER INSTALLATION: 2 LBS./100 SF BED AREAS. 1 LB./CALIPER INCH OF TREES WITHIN THE TREE DRIPLINE. LANDSCAPE SUBCONTRACTOR'S RESPONSIBILITIES: 1. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INVESTIGATING SOIL AND SUB -SURFACE CONDITIONS. 2. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY PLANT QUANTITIES ON PLANT LIST. SUBCONTRACTOR IS RESPONSIBLE FOR SQUARE FOOT ESTIMATE OF ALL SEED AND SOD AREAS. 3. SITE UTILITIES ARE SHOWN ON THE CIVIL PLANS. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES WITHIN THE LIMITS OF WORK. ALL DAMAGES MADE TO EXISITING UTILITIES BY THE SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE SUBCONTRACTOR AND SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. 4. THE LANDSCAPE SUBCONTRACTOR SHALL ADHERE TO THE WRITTEN SPECIFICATIONS AND PLANS FOR ALL PHASES OF LANDSCAPE INSTALLATION. 5. LANDSCAPE SUBCONTRACTOR SHALL MAINTAIN NEW LANDSCAPE AND MONITOR ALL NECESSARY OPERATIONS UNTIL FINAL ACCEPTANCE BY THE OWNER. LANDSCAPE SUBCONTRACTOR TO REPLACE DEAD OR DISEASED PLANT MATERIALS. 6. LANDSCAPE SUBCONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF 90 DAYS; ALL TREES FOR ONE YEAR FROM THE DATE OF ACCEPTANCE. DECIDUOUS TREE IRRIGATION SCHEDULE SIZE OF NURSERY STOCK IRRIGATION SCHEDULE FOR VIGOR T'3 IRRIGATION SCHEDULE FOR SURVIVAL 2.3.4 < 2 INCH CALIPER DAILY FOR 2 WEEKS; EVERY OTHER TWICE WEEKLY FOR 2-3 DAY FOR 2 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED 2-4 INCH CALIPER DAILY FOR 1 MONTH; EVERY OTHER TWICE WEEKLY FOR 3-4 DAY FOR 3 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED > 4 INCH CALIPER DAILY FOR 6 WEEKS; EVERY OTHER TWICE WEEKLY FOR 4-5 DAY FOR 5 MONTHS; WEEKLY UNTIL MONTHS ESTABLISHED NOTES ON IRRIGATION: 1) DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (EX. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD -GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. ESTABLISHMENT TAKES 3 (HARDINESS ZONES 10-11) TO 4 (HARDINESS ZONES 8-9 MONTHS PER INCH TRUNK CALIPER. 2) IRRIGATION REQUENCY CAN BE REDUCED SLIGHTLY (EX. TO ONCE OR TWICE EACH WEEK) WHEN PLANTING HARDENED -OFF, FIELD -GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. 3) AT EACH IRRIGATION APPLY 2-3 GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL. APPLY WATER IN A MANNER SO ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL IS WET SATURATED ON THE IRRIGATION DAY. 4) TREES TAKE MUCH LONGER TO ESTABLISH THAN 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN DROUGHT THE FOLLOWING SUMMER. SOURCE: FLORIDA URBAN FORESTRY COUNCIL AND DR. EUV/ANO h. 81LMAN, UNIVMAIT ut MUMIUA, uruNwYlu . urVr l¢u wl.� aaa x 0 E� 0 o v j za o E+ z o 0 ' o w w �--1 w z w x a ` Wz 0 O w E �� F U w i W w 3 F x � U a U Z c Z O H O O U_ m O N U_ O w cn Z od 7/27/00 jCffY PERMIT ISS. 6/29/00 CITY PERMIT ISS. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: JFB EWL LANDSCAPE DETAILS 251 SHEET NUMBER a� E O 2 E cll n A B C D E F G H J I I I I I I I I I NORTH ELEVATION Ul SCALE: 1 / 16 =1 —0 J H G F E D C B A I I I I I I I I I I I I I I MFINISHED MTL. PMELS T•0. : ELEV, 127'-4- DOWNSPOUT BEYOND I • r /1 Y ►', ►1 :CIF �1 �y-��I 11/1 , �-O�TIHHL VATI2 S6 =1 —0 1 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 I I I I I I I I I I I I I I I I I I II I EA ELELEv; fir-,. T,0, CNU ELEV, 110. V nrmSH FLOOR ELEV, 100'-v Y AST ELEVATION 3 SCALE: 1 16 =1 —0 i� E.. 0 o U � E-+ o o 1� 0 0 � o 0 Q a a ao a W o W a W W Z w x E--F r-7 z W F W ' F+ti V1 � • W � E- z U W � W w El A w x U a � 6 it J Lai V z o h 0-L. M 0 m C cr_ W U. N_ o LL 0 UJ QZ VS W Z 06 15 14 13 12 T T T T i T T 4 T 2 1 3d -0' e2'-s' OFFICE AREA REn�"Tw � ,se-3' r7-3• rxtr srcwa WAREr10uSE TENUNT ROOF mND DOWNSPOUT w.__ / GUTTER i! 33 1 1 T. EAVE 6/29/00 CTY PERMIT ISS, I I / 1 ! 'e ' €'AECK MAUST " ( I III . . E ELEV. fir-4. Y I j ! • 1 S x-ewCmO I F Ilp l \\ /, I I j DATE ISSUE/REVISION RODS BEYOND i #� ; I I I ► i \ i i i� I II I METAL CANOPY I jj " I ; 1 We hereby expressly ROOS BEYOND w/ ARL, FASCIA P \ ,� I reserve the property I I DOW�sPovr`\,' NECH DOMUST FAN ( I rights it Is to t nrot drawing be i I ,\ l reproduced, copied In .t, T.ocw I I c�oPr y - - - - _D { I �I I anTER 80 c"T any format or manner ,'' ❑ `\ ELEv 112 whatsoever without first 10 ::..f..:_..••.• .. ..,ill obtaining our express T.D. c►a1 >, ... ;: �. • . :.. ,.... E urn \ C.�, 9 P CJ: C,3 i Obtai t• ❑ I i • ti ELEV. 106 IY 1 i •: written perm ission and .iAC� CMU CONC:.�OCK ,, • ;• ,• , :,.:: _ tPAMP .,. ig-D'W x - 'H 1iI , St�tl[ ❑ � 8' 6 ROLL-Uli` ❑ ', • \.. i I. consent. 1 I ACE Ckiu' i. !L00 I �. FIN ELEV, 1 _ _ _____ _ ,. rfitSH F 00'-0' - _ ___._, _ _ 100R DRAWN Y• CH 3W007 ACE CYU CONC. &.00K B CHECKED BY: EL . 1- •�•• r iV 00' 0 I r bAl00TH FACL Cswll COlvii _ 6LOCK Bow. APORl1 D K D S K ACCESSIBILITY ELEV. �5 " A 0 NUMQ R CONCRETE RAMP CONCRETE 1�30291 4 W E ST E LEVATI O N SCALE: 1 /16 =1 -0 EXTERIOR ELEVATIONS i f E 302 SHEET NUMBER O z C3 W X . . ijzjt ea. standard >•rlechAnical Code 997 . National Ala �d r '! I r �trfodf Coda 1990 See City Ctidd AMENOM8NT8 jj 1- L ` C4deg I 41i 1 �: 997 L, EngfoyCodyi>a�7 . ,.vffr- Sa#ate. �� ���i�J E '45 h T 't� �.�jIFt h t• CITY OF SANFORD law SYSTE i y .< . 1701 (lrnoc.uan Way, Longxood,: FL 32750 " � � :• F ` � FINAL INSPECTION 0 N RE ��,! CrriQll: Cn IFI$@(ln WS tam$1nc:GOPn . � ` . . �. j• , +, : n: ,' ' vQ _ PHONE: 4 7 3 1— 0 } 3 3551.. FAX.' 407 331-1534 . � �... Florida FF tJC. �, .EF 0000043 ;. n : R , & E FOODS, INC, , : y M DISTRIBUTION I❑ FACILITY I� I Y t _ . • , �- p� / S Af�1F :RD � ,FLU IAA : A {� FIRE ALARM S ST -� h1 , REV No. i f I ,. . .., .. .. : � - - - - _ : :.:.. .. ., 1 1 •.. ...�.., ._ •. S pis -x - - - ... .' - � 2001090 COVER PAGE f2)�ir ATE ,. -.:. .. . . ,.: r 1 T:S 1 rIE E : ti F v. r n, t : r �i r : , i j j ;. -. — i, L �( I i f I ,: I a I i i _ i i i � , �, �. i �. t.. _ e '� I�I I �, i i ;" �. _ � G+ . f • � � r ;. 1 ' j I � i _ _ � r _ i. -: . ,. � t - � .. !. _. - i J�a CIVIL 200 — OVERALL SITE PLAN 201 — SITE GEOMETRY PLAN 202 — SITE UTILITIES PLAN 203 — SITE GRADING, AND DRAINAGE PLAN 204 — POND VOLUME RECOVERY PIPELINE PROFILE 205 — EROSION AND SEDIMENT CONTROL PLAN 206 — SITE PAVING AND DRAINAGE DETAILS 207 — SITE PAVING AND DRAINAGE DETAILS 208 — SITE UTILITY DETAILS 209 — SITE UTILITY DETAILS 210 — STORMWATER POLLUTION & PREVENTION PLAN 211 — STORMWATER POLLUTION & PREVENTION FORMS 212 — EXISTING SITE CONDITIONS PLAN 213 — POST DEVELOPMENT SITE PLAN 250 — LANDSCAPE PLAN 251 — LANDSCAPE DETAILS 1 �Al 300 — LIFE SAFETY PLAN -- FIRST FLOOR PLAN '_'02 — ENLARGED OFFICE & TOILET PLANS — REFLECTED CEILING PLANS •.14 — ROOF PLAN AND DETAILS 305 — EXTERIOR ELEVATIONS 3 06 — BUILDING SECTIONS 307 — WALL SECTIONS AND DETAILS 308 — STAIR, RAMP MISCELLANEOUS DETAILS 3°09' — PLAN AND WALL DETAILS 310 — MISCELLANEOUS DETAILS 31 i — DOOR AND WINDOW DETAILS 312 — DOOR AND FINISH SCHEDULES a , s� f. . 3 ' STRUCTURAL MECHANICAL 400 — FOUNDATION PLAN �NQ 401 — SECTIONS AND DETAILS 402 — SECTIONS AND DETAILS 600 — PLUMBING SCHEDULES, LEGENDS & DETAILS 601 — OVERALL PLUMBING PLAN 602 — ENLARGED PLUMBING PLANS & SANITARY RISER DIAGRAMS FIFE PROTECTION CTION DRAWING`: PREPARED BY `_')ENTINAL FIRE PPOTECTION, INC. 640 — X 641 — X 650 — HVAC SPECIFICATIONS AND NOTES 651 — HVAC FLOOR PLAN 652 — ENLARGED HVAC FLOOR PLANS AND SCHEDULES � f 4.1w 9 y �s " d ? L i- ELECTRICAL 701 — ELECTRICAL LEGEND AND SCHEDULES 702 — ELECTRICAL SITE PLAN 703 — ELECTRICAL RISER DIAGRAMS 704 — ELECTRICAL PANEL SCHEDULES 705 — ELECTRICAL OVERALL LIGHTING PLAN 706 — ELECTRICAL —POWER FLOOR PLAN 707 — ELECTRICAL OFFICE PLANS —LIGHTING, PWR.& SYSTEMS * T R A C T 0 R S R,EEI,I E AT10N DRAWINGS PREPARED BY LANCASTER EQUIPMENT CO., INC. 801 - OVERALL REFRIGERATION E OUIPMENT PLAN & SCHEDULES Agvy �A 3 APPROVED AS NIOTED PATHROOM INIU,T MELT HANDICAP QUiRI=.M Z TS A B C D E F G H J K i 7 I k" 0 3 2 klscALE: 3 32"=1'-0" QENE CONSTRUCTION CHAPTER 6 MEANS OF EGRESS: CHAPTER 10 OWNER: R & E FOODS, INC TYPE IV (UNPROTECTED & FULLY SPRINKLERED) (601.2.1) TRAVEL DISTANCE: 250 ft (MAX T 1004 FOOD STORAGE AND DISTRIBUTION ft AX �0 EAD ENDFIRE DOMMON T 1004 LOCATION: RESISTANCE RATINGS: (T 600) PATORRIDOR: ft MAX T 1004 SECO, PARTY AND FIRE WALLS: 4 hr (N/A) OCCUPANCY LOADS: LIFE SAFETY LEGEND SANFORDFORD, FLORIDA INTERIOR BEARING WALLS: ACTUAL OCCUPANCY = 20 PERSONS SUPPORTING MORE THAN ONE FLOOR: 0 hr (NON—COMBUSTABLE) BUSINESS— 4,760 sf @ 100 sf PER PERSON = 48 OCCUPANTS T 1003.1 SCOPE_ OF WORK, SUPPORTING ONE FLOOR ONLY: 0 hr (NON—COMBUSTABLE) CONFERENCE— 240 sf @ 15 net s.f. PER PERSON = 16 OCCUPANTS T 1003.1 IN GENERAL THIS PROJECT CONSISTS OF A 1 STORY DRY STORAGE AND REFRIGERATED STORAGE FACILITY WITH SUPPORTING ROOFS ONLY: 0 hr (NON—COMBUSTABLE) STORAGE— 41,020 sf @ 300 sf PER PERSON = 140 OCCUPANTS (T 1003.1) 25o FEET PgTH QF EGVER- LA QWISN�?I A[ES DIRECTION OF TRHHVEL UU 00 SUPPORT OFFICE SPACE. INTERIOR NON —BEARING PARTITIONS: TOTAL 188 OCCUPANTS TRAVEL DISTANCE FOR INDICATED PATH OF EGRESS. THE BUILDING WILL CONSIST OF A SLAB ON GRADE CONCRETE FLOOR SYSTEM COLUMNS: SOLID CIRCLE INDICATES STARTING POINT. WITH SPECIFIED REFRIGERATED AREAS HAVING INSULATION UNDER SLAB. SUPPORTING MORE THAN ONE FLOOR: 0 hr (NON—COMBUSTABLE) EXIT CORRIDOR WIDTH: 44 in (MIN) (T 1004) " THE EXTERIOR WALLS WILL CONSIST OF A METAL PANEL WALL WITH GIRTS, ABOVE AN 8 CMU .`SUPPORTING ONE FLOOR ONLY: 0 hr (NON—COMBUSTABLE) EXIT CAPACITY f (OCCUPANT NUMBER) BLOCK WALL 8'-0" AFF. SUPPORTING ROOFS ONLY: 0 hr — NONCOMBUSTABLE ( ) REQUIRED: EXIT WIDTH INCHES THE INTERIOR WALLS WILL CONSIST OF GYPSUM WALLBOARD ON A METAL STUD FRAMING BEAMS, GIRDERS, TRUSSES & ARCHES: SUPPORTING MORE THAN ONE FLOOR: 0 hr N—COMBUSTABLE) LEVEL: 188 OCCUPANTS @ 0.20 EGRESS WIDTH PER PERSON = 37.6" (T 1004) SYSTEM. SUPPORTING ONE FLOOR ONLY: 0 hr ZN—COMBUSTABLE) PROPOSED: THE BUILDING WILL BE OF NON—COMBUSTIBLE CONSTRUCTION AND FULLY SPRINKLERED. SUPPORTING ROOFS ONLY: 0 hr (NON—COMBUSTABLE) LEVEL: 7 ea 32" WIDE EXIT DOORS = 224" PROPOSED QFEC FIRE EXTINGUISHER CABINET (OFFICE ONLY) OFFICE/ BUSINESS: 5,000 s.f. FLOORS & FLOOR/CEILING ASSEMBLIES: 0 hr (NON—COMBUSTABLE) TYPICAL DOOR: DRY STORAGE: 23,020 s.f. ROOF & ROOF/CEILLING ASSEMBLY: 0 hr (NON—COMBUSTABLE) FREEZER/COOLER: 8,000 s.f. EXTERIOR BEARING WALLS: 32" CLEAR/ .2 PER OCCUPANTS = 160 OCCUPANTS PER DOOR TENANT WHAREHOUSE: 10.000 s.f. OVER 10' TO 20' TO PROPERTY LINE: OVER 30' TO PROPERTY LINE: N/C N/C 20% 20% NOTE: MAN DOORS FOR COOLER ROOM 103 AND FREEZER ROOM 104 "DO (1012.1.2) HANDICAP ACCESSIBLE ENTRY / EXIT TOTAL AREA: 46,020 s.f. NOTE: OPENINGS NOT REQUIRED TO BE PROTECTED (705.1.1.2) NOT" NEED TO SWING IN THE DIRECTION OF TRAVEL (FOR AN OCCUPANT LOAD LESS THEN 50 PEOPLE.) CODE• WORK WILL BE PERFORMED IN ACCORDANCE TO: EXTERIOR NON —BEARING WALLS: OVER 10' TO 20' TO PROPERTY LINE: N/C 20% (20%) EXTERIOR STAIRS: EMERGENGY WALL PACK 1997 EDITION OF THE STANDARD BUILDING CODE OVER 30' TO PROPERTY LINE: N/C MAX. OCCUPANT LOAD = 160 PERSONS EMERGENCY LIGHT 1994 EDITION OF THE STANDARD PLUMBING CODE .30" PER PERSON ( MAX. 7" RISER, MIN. 11" TREAD) 1997 EDITION OF THE STANDARD MECHANICAL CODE NORTH ELEVATION: 44"/ .30" = 146 PERSONS w 1 HR RATED WALL 1994 EDITION OF THE STANDARD FIRE PREVENTION CODE WALL AREA 3,000 s.f. OPENING AREA 158 s.f. NOTE: STAIRS LIMIT OCCUPANT LOAD PER EXIT TO 146 PERSONS 1996 EDITION OF THE NATIONAL ELECTRICAL CODE PERCENTAGE OF OPENINGS = 5% 1994 EDITION OF THE LIFE SAFETY CODE (NFPA 101) PLUM ING FIXTURE SUM4P,RY 1997 EDITION OF THE FLORIDA ACCESSIBILITY CODE SPC (T 407) 1995 EDITION OF THE AIB CONSOLIDATED STANDARDS FIRE RESISTANCM CHAPTER 7 OCCUPIES: CHAPTER 3 TENANT SEPERATION REQUIREMENTS: 1 hr (T 704.3) PRINCIPAL INTENDED USE GROUP TO BE STORAGE OCCUPANCY: (704.1.2.1) FIRE SEPARATION REQUIREMENTS: REFRIGERANT SYSTEM MACHINERY ROOMS (704.1.3.3.4) STORAGE OCCUPANCY: GROUP "S2" (LOW HAZARD STORAGE) LEVEL II: 1 hr (N/A) ACCESSORY BUSINESS OCCUPANCY: GROUP "B" (OFFICE BUILDING) EXIT ACCESS CORRIDORS: 0 hr (FULLY SPRINKLERED) (T 704.2.4) GENERAL BUILDING LIM AT IM CHAPTER 5 NOTE: B & S OCCUPANCIES WITH OCCUPANT LOAD MORE THAN 30 PEOPLE HEIGHT: STORAGE OCCUPANCY• (PRINCIPAL INTENDED USE GROUP (OVERNS) (T 500) REQUIRED PROVIDED MEN WOMEN MEN WOMEN URINALS — — 2 — WATER CLOSETS 1 2 4 3 LAVATORIES 1 2 5 4 DRINKING FOUNTAIN 1 2 SERVICE SINK 1 2 F RE PROTECTION SYSTEMS: CHAPTER 9 � PERMITTED: MAX. 55'-0", 4 STORIES PROPOSED: 1 STORY (32'-9" BUILDING HIGH POINT) STAND PIPES NOT REQUIRED (904.2.1)MANUAL FIRE ALARM SYSTEM NOT REQUIRED (905.1.1) ALLOWABLE AREA: STORAGE: MANUAL EXTINGUISHER EQUIPMENT NOT REQUIRED @ STORAGE OCC. PER NFPA 101 (7-7.4.1) PERMITTED: 48,000 SF (T 500) MANUAL EXTINGUISHER EQUIPMENT ARE REQUIRED @ BUSINESS OCC. PER NFPA 101 (26-3.5) AREA MODIFICATION: 51 % OF UNSPRINKLERED AREA 8,160 SF NOTE: FIRE EXTINGUISHERS LOCATED PER NFPA 10 1998 EDITION. TOTAL ALLOWABLE AREA: 56,160 SF NOTE: ALL INTERIOR FINISHES FOR EXITS, EXIT ACCESS & OTHER (T 803.3) PROPOSED: 46,020 SF SPACES SHALL BE OF CLASS "C" MATERIAL A B C D E F G H J K L�J H � CL G!j Cn O O E-. O U � I d � E-� o o� z • o � 0 U C O O C A O UU O .a W x Cn 7 � W z x z z w o � � Cn E" U � d :a W G�7 W A E­ cn ..� 14 W t1' U d U LL a z O o Uj M 0 F LL OLL. z ® LU V) z 06 cc 9-22-00 ERMIT ISSUE 4-13-00 WNER REVIEW DATE ISSUE/REVISION We hereby expressly reservo the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: DSK DSK AE JOB NUMBER 32230201 -''�.PLAN 3 A ®r` U SHEET NUMBER 0 5 0 11 2 1 A I _B I C i D E F A J 2 i 7 X0 5 W 3 2 o� x 0 0 E, o U d' w x � o z o � 0 � o ® o Cn A x o w a � rT.- 7 w x w z d E z c� 0 _ i� `_' Cn a E, z 6 w � � � w d W W A E., r" � r � rx U a d 6 w c♦ ® 0 O FLILO ® W 0 z eld 9 22-m00 PERMIT ISSUE 4-13-00 DWNER REVIEW DATE ISSUE/REVISION 3 We hereby expressly --�FIRS_`TFL PLAN reserve the property UUM rights to this drawing SCALE: 3/32and it is not to be 1'®0" NOTE: reproduced, copied in any format or manner whatsoever without first 1. ALL DIMENSIONS SHOWN ARE FROM FACE OF obtaining our express MTL. STUD TO FACE OF MTL. STUD OR FACE OF CMU (U.O.N.) written permission and consent. 2. ALL WALLS ARE TYPE 1 UNLESS OTHERWISE NOTED ("SEE SHEET 302 FOR WALL TYPES") DRAWN BY: CHECKED BY: DSK DSK 3. ALL WINDOWS ARE TYPE A U.O.N. ("SEE SHEET 312 FOR WINDOW TYPES") 4. ALL BLOCKING SHALL BE PRESSURE TREATED AE JOB NUMBER 3223®2©1 5. VERIFY EQUIPMENT FOR ROUGH -IN & CONNECTIONS PRIOR TO CONSTRUCTION TO ASSURE PROPER BLOCKING & UTILITY CONN. 6. ROOF INSULATION TO BE 6" SAG FIBERGLASS AND BAG W/ VINYL COVERING (R-19) FIREW TO BE PROVIDED BY PRE-ENGINEERED METAL BUILDING MANUFACTURE. FLODR FLAN 7. WALL INSULATION ABOVE 8'-0" TO BE 4" SAG AND BAG W/ VINYL COVERING (R-1 1) TO BE PROVIDED BY PRE—ENGINEERED METAL BUILDING MANUFACTURE. LEGEND -� TO BE PROVIDED AND INSTALLED BY OWNER 3 01 SHEET NUMBER E F G H J K 0 5 F. ■ 3 2 1 0 I 5 0 3 2 A B C I D i E i F i G I H i J I _ a ...', .. z.+^.^.ic:'Z�`F S�i�^F-•. . - ., BRA.: > g m�.+s•'-e . ._ ... ,. 3Txn':s+vlrwR. "-'Fe F.: a+.'+`T- . ,. .... ,. �. s-r.•x ian - s : .TrA" .. _. _ ... cam. r�TT.F .. .�.'^i"!'_^'9'n' � -. ,. . .. ........ .... . � '9;T.` . .. X3"1. . _ ... .. � _ T R' .. L"'e' _. c'4/.R"..^'_ e- .. .-.i- "£ .. �"•.,^'P'w'"�'Pr'4. . 'C.'v..•"1.Y rr- . _... ... ... ;r, a' a^-r•%1's'v^'.e,^i,'r 2Ti.. n. .r'+a F . - .. . _ .. �fro'^,sw'S'� Ta . .. PPS'F .... _ R _. '^�F.^ ... .... ...F•'•^ - rrr .. I. .a-'rF-..'s1� aT•.['®. x. .., �m 3S<•R�P� .'^.L.'-a'.` - i'Sn"^.-Ku' .-• �r'F� 4 5 6 n13 n14 n15 2'- 11 n JAN . W/H I ABOVE SCALE: 1 /4""=1'-0" 10 Lnio0 6 I •�HIMJ WAREHOUSE `=h� O MANAGER ---a 101 9A N,� 1A ;4'-) 0 4'-3b' CD 6'-0" 4'-4" Bill I M.O. 18" g I �I WAREHOUSE MANAGER OFFICE PLAN SCALE: 1 /4""=1'-0" WALL TYPE SCHEDULE CEILING RATING TYPE DESCRIPTION HEIGHT INSULATION (HRS/UL DES) NOTES 1 3 5�8" METAL STUDS 0 24" OC 9'-0" NO MTL. STUDS TO BE A MIN. 6" 5/8 GWB EACH SIDE ABOVE FINISHED CEILING HT. 2 3 5/8" METAL STUDS 0 24" OC 9._0" MTL. STUDS TO BE A MIN. 6" 5/8" GWB ONE SIDE ONLY NO ABOVE FINISHED CEILING HT. 3 3 5/8" METAL STUDS 0 24" OC 9•_0" SOUND OFFICE RESTROOMS, EXECUTIVE OFICE AREA, 5/8 GWB EACH SIDE 3 1/2" AND CONFERENCE ROOM 4 3 5�8" METAL STUD CHASE WALL 0 24" OC 9'-0" NO RESTROOMS 5/8 MOISTURE RESISTIVE GYP. ONE SIDE ONLY 4A 3 5/8" METAL STUD 0 24" O.C. W 1/2" 8._0" NO WAREHOUSE RESTROOMS "ONLY" DUROCK CEMENT BD. ONE SIDE ONLY. 5 2 1/2" MTL STUD W/ GWB ON ONE SIDE ONLY 9._0" NO MTL. STUDS TO BE A MIN. 6" ABOVE FINISHED CEILING HT. 6 8" SPLIT FACE CMU BLOCK WALL 8'-0" AFF. 8'-0" WAREHOUSE AREAS W/ GIRTS AND MTL. SIDING ABOVE. NO 7 8" SPLIT FACE CMU 10'-0" AFF. W/ 2" RIGID 9._0" 2" RIGID OFFICE AREAS POLY. INSUL. BOARD W/ 2 1/2- MTL. STUD POLYSTYRENE 0 24" O.C. W/ GWB ONE SIDE ONLY. (R-10) 8" CMU BLOCK WALL 8'-0" WAREHOUSE OFFICE AREAS 8 NO 9 4" INSULATED METAL PANEL 22'_0" __ REFRIGERATED AREAS 9A " 4" INSULATED METAL PANEL W/ 2 1/2 MTL IMP WALL TO 22 —O AFF. W/ MTL. STUDS TO BE MIN. 6" STUD W/ 5/8" GYP. ON ONE SIDE ONLY ABOVE FINISHED CEILING HT. 10 6" METAL STUD 0 24" O.C. UNDERSIDE NO 1 HR. UL DESIGN NO. U419 (WALL) W/ 5/8" GWB. EACH SIDE STRUCTURE UL DESIGN NO. X521 (COLUMN) UL DESIGN NO. N502 (BEAM) TOILET ACCESSORY LEGEND NOTES: �J PAPER TOWEL DISPENSER & WASTE RECEPTACLE 1. ALL DIMENSIONS SHOWN ARE FROM FACE OF L1 B TOILET PAPER HOLDER MTL. STUD TO FACE OF MTL. STUD OR FACE OF CMU (U.O.N.) ® COUNTERTOP SOAP DISPENSER 2. ALL WALLS ARE TYPE 1 UNLESS ® SURFACE MTD. SOAP DISPENSER OTHERWISE NOTED 3. ALL WINDOWS ARE TYPE A U.O.N. 0 FEMININE NAPKIN DISPOSAL 4. ALL BLOCKING SHALL BE PRESSURE TREATED I MIRROR 5. VERIFY EQUIPMENT FOR ROUGH -IN & a TILT MIRROR CONNECTIONS PRIOR TO CONSTRUCTION TO ASSURE PROPER BLOCKING & UTILITY CONN. 6. ROOF INSULATION TO BE 6" SAG AND BAG W/ VINYL COVERING (R-19) ,ffIIIIIIIIIII�� HANDICAPPED GRAB BAR TO BE PROVIDED BY PRE-ENGINEERED METAL BUILDING MANUFACTURE. 7. WALL INSULATION ABOVE 8'-0" TO BE 4" SAG AND BAG W/ VINYL COVERING (R-1 1) BROOM & MOP HOLDER TO BE PROVIDED BY PRE-ENGINEERED METAL BUILDING MANUFACTURE. MOUNTING LOCATIONS OF TOILET ACCESSORIES TO BE IN ACCORDANCE WITH FLORIDA ACCESSIBILITY CODE. 8. ALL REST ROOM WET WALLS TO RECEIVE MOISTURE RESISTIVE GYP. BOARD. LEGEND REFRIGERATOR CONDENSATE CHASE 1'-44" 201 A 203B TRUCKERS - `ih I-------� 7 r-- O -- �, � �`'� ROOM I I �--�,3 WAITING T= � I RECEPTION; ROOM M r } --9A-JI - TOIL 18"W x 24" LOCKE h 204 BY OWNER N 1\1\ 20203A 204A VEST. EWC 06 102D 206A 3 NOFFICE 205A ELECTRICAL 9A ROOM } 212A 103B1 .. - --- - �1� D POST I� 0 Ell WOMENS CORKCORR. T -. OFFICE I SIDES 210FET 8 0 209 212 213 4 >7 2100� 3 3 213A I �- CL. r El 2W H ABOVE214A 08A / SHEL 1 -" OFFICE o' MEN 212B 3 214 �, 211 111 O� 211A 3 - I -I _ II 112 „ 3 1 IN I'----1.4�-04 3 5 —358 5,-0, 2' C/ CD PI EL. ; T11:1- I II I ; � I I I o CD nI 2 P° 09 = ` —1 i -T — - — _ a7111 II I I ( OPEN r-�L___-J- I d OFFICE 3 I ' II1V 309 ' - L=-�---_ _ - f--T----�—_ 9A II 1 I ll l� — L � I I II /L..-- �� II � -- I I- �� --� J\ r_= Imo` I I 1 II I I I iii_.E. II I I I II ! I I I I I I 1 I! = IF- - - - 7- ----- I-� 11 I-L I -- I II I I I I i II 000 o r =, 1l = L —L — T-_a J L .a _s T-_-T- REF. W/ OFFICE ICE MAKER 217 0 BREAK ROOM FILES COPY 1 .� 217A �00 /_ _ 9A 3 219A - OFFICE CONFERENCE" 218 �I I�� F2191 218A r"- `rr-rr- -- Tr- rr- — -rr -rr U-1r._' '— j ?� ' 20 —4— 12'-41„ 8 0 4 o N = I - I i .Q :CD ..• .- 1 10 I II II V =o - - ' I I OFFICE �� 223 N 9A 223A � OFFICE F2211 1-WAY MIRROR VIEW WINDOW ' 222B TIME CLOCK CONTROLLED ACCESS CORRIDOR 222 I I :309 I I 122A CD 6 222A 4 TMIIIIIIII Q I I I 11111111111111111111 NI Ing _I I 4 I 309 ^I OFFICE FLOOR PLAN B C D E F G H J K A EMPLOYEE ENTRANCE OI 0 0 �o � z o � 0 o Cn o W w w w w Cf) .a F, z W � U d W W W A E, a~ W x a d "I C, w C IQ o 0 0 FZ ® I-LL�O ® W (¢ z 06 cc 9-22-00 ERMIT ISSUE 4-13-00 WNER REVIEW In 'DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY:' DSK DSK AE JOB NUMBER 32230201 ENLARGED OFFICE T®I' S 3 0% 61% U ;ffe SHEET NUMBER 7 0 5 0 3 2 D I E F 5 13 14 15 R WC N N I 21is �W ®o a Pei Cn a� 0 0 U � I d � d� E-+ o rn Z � O CQ 0 U CQ � 0 to q 0 a a w w x 7 w z � H c� zCn z 0 F _ E- U W > d W W W A E— ." Cn W x c-) d ■ 6 5 F J w C Z 0 O ® LL ® Q m I O Z Z 06 I 11 3 9-22-00 Ithes IT ISSUE 4-13-00 R REVIEW DATE /REVISION We herepressly reserve roperty 2 rights todrawing and it ito bereproducopied inany formmannerwhatsoevehout firstobtainingexpresswritten psion andct. DRAWN BY: CHECKED BY: DSK DSK AE JOB NUMBER EMPLOYEE 32230201 ENTRANCE REFLECTED CEILING A PLAN 1 A B 3 0" 3 SHEET NUMBER C. r c r. L i 7 5 51 3 0 ELEV. 127'-4' COLOR #1 COLOR #1 COLOR #2 TO CMU Y ELEY' 110-0* COLOR #3 SPLIT FACE CMU CONC olb FINISH —FLOOR `r ELEV. 100 -0* COLOR # 4 Q Q Q Q Q Q Q Q Q r � T. Y �.• ;,+ors �'-' G H J H G F E D C B A 3 I I I I 306 I I I I I X- T.O. EAVE -BRACING RODS BEYOND ( I I I \� £ TT` I ++ - ELEV. 127'-4" Y / 1J DOWNSPO UT BEYOND I// \� COLOR #1 / COLOR #1 WALL PACK UNIT / I PREFINISHED MTL. PANELS I I I CANOPY ::::,•._, BEYOND T.O. CMU STAIR :... = `' •:. " / :.. .:- :'.. :: ;' : • CJ:: ., .: ::.::: , I C.J. C.J.: /. ..: :.` .,.::. ELEV. 108'-O" 'r BEYOND :..., /...•. ....:. / �. OOTH FA E CMU (INC. BLOCK I { . �• . I . ::: COLOR #3 i FINISH FL OOR L00R 7 iv SMOOTH FACE], M - - ELEV. 100' 0" `P .,.._, ..,. r .._.,....., a-,_w•.;:.. ,, � .,...a,-: <: .ter-:-_�_: C U C BLOCK 'ram';?<: - :•_�-:-§ s - Yr . Irv• _ COLOR #4 STEEL STAIR uTH IQ` N 2 7f ff "•t3 , SCALE: 3/32 = 1 —0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A•.. 6 diuit ' (DWEVIST ELEVATIUN SCALE: 3 32"=1s-0'�� R EMPLOYEE ENTRY BEYOND F ,:- :; ..., �,w;.r.-^ , ,'c•rz r..., ,. .^ : s '^" .:.: =.5;, f.:.-':§+A. ,.i^ k� a 1°,:.SS'FIS -s . r� BUILDING COLOR LEGEND. COLOR 1 GENERAL BUILDING COLOR: VARCO—PRUDEN KXL PREFINISHED "ASH GRAY" COLOR #2: ACCENT TRIM CANOPY COLOR: VARCO—PRUDEN KXL PREFINISHED "CLASSIC RED" COLOR 3 SPLIT FACE CMU BLOCK: AAA —SPEC —BLOCK COLOR #C1300N SMOOTH FACE CMU BLOCK: AAA —SPEC —BLOCK COLOR #C1300N COLOR 4 SMOOTH FACE CMU BLOCK: AAA —SPEC —BLOCK COLOR #G1500 SPLIT FACE CMU BLOCK: AAA —SPEC —BLOCK COLOR #G1500 VE E 12 EV. 127'-4" )LOR # 1 )LOR # 1 6 5 J 11.. f.L A ® 0 O ch AWL, FLJLU— V)W Z ® L ' ^ z 06 4 N )LOR #1 9-22-00 IP€RMIT ISSUE 0. CANOPY EV. 112'-0' 4-13-00 OWNER REVIEW ). CMU --4 DATE ISSUE/REVISION EV. 110'-0' We hereby expressly )LOR # 3 reserve the property 2 rights to this drawing and it is not to be VISH FLOOR reproduced, copied in EV. 100,-0" any format or manner whatsoever without first INC. APRON obtaining our express EV. 96'-00" written permission and consent. DRAWN BY: CHECKED BY: DISK DSK AE JOB NUMBER 32230201 EMRIOR ELEVAM111.8 1 A B C D E F G H J K SHEET NUMBER A 8 7 6 5 A B 3 3O7 1'-0' VINYL FACED INSULATION (R TT 19 MTL. GUTTER BY BY MTL. BLDG. MFR.-J1 6'x8' DOWNSPOUT B I C D I I E I F I G I H i � I K C BY MTL. BLDG. MrK. 4' INSULATED METAL PANEL WALL SYSTt ! I VI FACED BATTS PRE—ENGINEERED BUILDING INSULATION (R-11) SIDING,pp��GIRTS CLIPS MTLD. CE31 DGM MFR Y ! ( ( I I ! I ! 6" x6'W CONC. CURB. �' 6 MM V VOK BARRIER W/ _ JONTE LAPPED 6 W MAX. PERM RA D E F H J T 4 5 307 1'-0" 307 SLOPE: SLOPE:�— ( I T.O. EAVE ELEV. 12 7*- ! 4' INSULATED METAL PANEL WALL SYSTEM ! t ! I I I I ! ( I ! CANOPY BEYOND tFREEZER-1� o = B.O. CANOPY 0 N ! t ELEV. 112 0—' `'' � � ! I 1 ! T.O. CMU ELEV. 108'-0" I ( FINISH FLOOR � ' ELEV. 100'-0� CONC. APRON 6" VENT TUBE 6'-0' x 8'-0" HOR. ! ELEV. 96'-0" "SEE MECH." COOLER SLIDER DOOR W/ PLASTIC STRIP CURTAIN BUILDING' SECT101114 LOU"KINEG"' S 0% Ul T haf! A B C MTL. GUTTER BY BY MTL. BLDG. MFR. VIN FACED BATT$ INS TION R 11) 6'x8" DOWNSPOUT BY MTL. BLDG. MFR. I l I e PRE-ENGINEERED BUILDING I AND COLGUMNS I ) BY ' MTL. BLDG. MFR. E--_ SLOPE. D 5/8" E) (F slop-------� � I 2111 5 I 214 n �lJlLD"IN SECT10"N"m LOCKING OU T Ho SCALE:"=1 `-0' 4 1 2 3 4 5 6 7 8 9 10 11 12 5 I I I I 309 I I I I I I 309 I I / I I X—BRACING RODS PRE—ENGINEERED BUILDING ANDNCOLUMNS` CLIPS FM MTL. BLDG. MFR. I I I I MECH. LOUVER 3 8' SPLIT FACE CMU D�LTQRAgrr TENTAI_J1� _WAR Hi)i � LOCK BEYOND t00 � r.O_ CMU WALL I I I I tos _ I ELEV. 108'-0` :.. r - — .., . - 6' DIA. -,' - GUARD :POST TYP.) EWWC n- - 8' CMU BLOCK WALL 2 PRE-ENGINEERED METAL PANEL BUILDING SYSTEM MTL. BUILDING MANUFACTURER W/ VINYL FACED TTS TO PROVIDE SUPPORT BRACKET INNSULATION (R-11�A FOR DOOR SPRING I - — - - - I - — - 12 309 mmvimE 11011 6" VENT TUBE J FOR FUTURE FREEZER EXPANSION "SEE MECH." BU6lPd� S 'L[AFCD`7YpPd LOQILIe�SUO"I WHSi° I G H VINYL FACE GATT INSULATION (R-19 r.o. EAVE I ELEV. 127'-4 Y ELECMUO-0" t B.O. CANOP t ! ELEV. 109'-0" mmHg 213 205 I 203 t FINISH F r�r ELEV. 1 A 6 MM VAPOR BARFj,IER / =i JOINTED LAPPED 6 S ED I ! W/ MAX. PERM RATING 0.5 ACCESSIBILITY CONCRETE RAMP "SEE STRUCTURAL" 13 14 15 6 1 2 309 I 307 I 307 X-BRACING 3 5/8" MTL, STUD T� RODS ��` W/ GYP. ONE SID �1 I 4' IMP / 4' IMP — I I ! FREER I = t04 "U" GUARD POST t03 v � I 1 1 gg —► I I c-- � 210 ' I ! 1 1 ! ! I 1 O O O 0 O O O O 6' VENT TUBE "SEE MECH." ! T.O. EAVE ! ! ELEV. 127'-4" Y I ! ( T.O. CMU ELEV. 110'-0' "I ScsQM! 212 213 FINISH FLOGRR—� " ELEV. 100'-0"' Y A Ti W ® U � � Q � a U t U-1 — oe X a rn x 0 0 Ey o U rn E-+ o z o � CQ � o 0 � a � x c w w w � W W z � F on V1 � • � E, z W 9 W d W W A E- r. � a a d ■ U ■` Q Z � ® 0 O ® � m 0 o � F- �O Z ®Uj (Q Z 06 cr 9-22-00 PERMIT ISSUE 4-13-00 WNER REVID1 DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: DSK DSK AE 1OB N77 UMBER ~F 32230201 BUILDING-. SEMO S 3 f% ^ UU, SHEET NUMBER A B C D E F G H J K A B C 1 D E F G H J K W C-' N Q D -tzs- 7 I 5 4 3 IN n T15 1T. 0. CMU 1ELEV. 1 10' - T. 0. CM ELEV. 10 J I \/IPIVI rn nrr% nnrrC1 j a I 4F RE DC F T =1 I I� � 1 11 I 1`11 I, III I I IIII I_ 6 MM VAPOR BARF JOINTED LAPPED 6 W/ MAX. PERM RA DOWN � CONNEC STORM 1 SECTION SECTION 3 SECTION 4 SECTION 307 SCALE: 1/2" = 1'-0" 307 SCALE: 1/2" = 1'-0)' 307 SCALE: 1/2" = 1'-0" 307 SCALE: 1/2" = 1'-0" r SECTION 307 SCALE: 1/2" = 1 '-0" I J NnKIWI rnr.rn nnrrcl 6 SECTION 307 SCALE: 1/2" = 1 ' -0" U )N N Q SECTION 307 SCALE: 1/2" = 1 '-0" 0 a. 8 Cn a 0 0 E., o d � Q~ \ E- o o z o � 0 M O O ® O � A a a Q W a x wCn 7 W w w z F C-�) 0 E. z �' d W y CIO 7) W a E-, z W U d W W A a U d 5 r�w U< V Z p O LL- M F- z ® LIJ V) z Cd cr 4 9-22--00 PERMIT ISSUE 4-13-00 WNER REVIEW DATE ISSUE/REVISION We hereby expressly reserve the property 2 rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: DSK DSK AE JOB NUMBER 32230201 WAU SEMONS DETAIL 1 A B C D E F ' G H J K I I 1 1 1 I LLY:#,pt 1 I I' I I1111 •�rl I SHEET NUMBER i _ G H J K A B G D I E F r`- 14 15 W` o, 5 0 5 0 Z4 aLU J 0 0 5'-0" 6 T 11 = 5'-6" 1'-11" 5'-0" 6 T @ 11" = 5'-6" 1'-11" a 8 8 i 9 8' 6" RAMP :1 2 96'-0" 1'-0" 1 1/4" I D 1'-0" 1 1/4' I.D. Ln GUARDRAIL GUARDRAIL 13 0 13 8 Q C 6T @ 1 1 "= 5' — 6" �' � N HANDRAIL M �; N HANDRAIL I.D.►�•� 1 1 4"0 I.D. v,a� RAM P 1 .12 W » w 5"O CONCRETE Zi Uj ___________� 5 CONCRETE L_ ' ' ' FILLED GUARDPOST o FILLED GUARDPOST o I IT1. I&I -7 o h I 1 I o o 0 100 -0' �, o I _ _ Cn \)ATOR x Z a F SATE -0„ 18 -34 W z d -14 1 -�- 5 -0 SECTION EXT. STEEL STAIR SECTION - EXT. CO N C. STAIR �, z _ _ — _ DETAIL SCALE: 1 / DETAIL SCALE' 1 /4" 1 0 I s w w =, E A ACFES-SIBIL.ITY ENT' RA PLAN aSCAL1 4 =1 —0 1 � 6'-0" MAX. 308 i 1 1 /2"OMTL. PIPE i RAILING (TYP.) ky4 6 N F.F. �n `� W Y 100'-0" — — o W = Z,. n LANDING ---- 98 -6 _ — — — — — CONIC. SLAB _ _ SEE STRUCT. CONC. WALK � in n �cCmi --- _ — ----- — 96'-0" CONC. WALL NON SLIPPERY CONC. STL.SLEEVE 4" CONTINUOUS CONC. CURB SEE STRUCT. RAMP SEE STRUCT. 4" 4" RAMP LENGTH SEE FLOOR PLAN MAX.30 BETWEEN LANDINGS 0 0 0 V ACCFI I LI EDIT° Y RA L TIN 5,-0" 5'-0" z 5 5 12 SCALE: 4"=1 -o i J �/^� vJ � f� 0 _ 0 zo ® 0 �"EXT, CONC. STAIR m 0 PLAN EXT. STEEL STAIR PLAN 2Q:� UL. 0 6 12'- 8 6 _ D ETAI L SCALE: 1 /4" = 1'-0" D ETAI L SCALE: 1 /4 = 1 -0 U) Z -- N C. TOP W (n ROUNDED CON 1 /2" CROWNLIS DOOR WIDTH MINUS 2" 06 CAULK 4 4 STL. FRAME 6" 0 STL PIPE SLIDING GLASS PAINTED o " WINDOW & FRAME - F O STL. PIPE FILL PIPE W/ CONC. v, & PAINT YELLOW z RECEPTION WAITING _ ROOM w 1'-2" _ _ o 0 3/4" PLYWOOD SHELF FIN. FL. W/ PLAS. LAM. ON ALL EXPOSED EDGES n.—•— ,..tee.—„a..,r..—, _ • ' _ 4. LZ CD 3 d � NON -INSULATED FLOOR INSULATED FLOOR < 4 . "U" GUARD POST GUARD POST..PASS-THRU ,. » " N.T.S. � DETAIL SCALE: 1 = 1'-0" G.W.B. WALL @ RECEPT. SCALE: 3 = 1._ 0 INSUL. OR NON-INSUL. FLOOR 2X12 TREATED WD KICKBOARD W/ (2) 2" 3/4" COUNTERSUNK 9-22-�00 'PERMIT ISSUE THRU BOLTS @ BENT F1PLATE 4-13--00 WNER REVIEW DATE ISSUE/REVISION 9°' We hereby expressly 0 - reserve the property 2 rights to this drawing 2 0 reproduced, copied in and it is not to be any format or manner 1-1/4-0 PIPE FACE OF GYP. WALL whatsoever without first HANDRAIL i obtaining our express written permission and io consent. DRAWN BY: CHECKED BY: DSDSK ALUM./GLASS H��® MAX.NEWC ° - 1 X X -3 1/2,'X » AE J08 NUMBER DOOR & FRAME (JAMB SIM.) BENT PLATE @ 10 -0 O.C.32230201 N ANCHOR TO CONC. SLAB W/ ESCUTCHEON (2) 3/4"0 EXP. BOLTS N ALUMINUM - CORE DRILL & NON- _ THRESHOLD SHRINK, NON-METALLIC ST P SET IN SEALANT GROUT - - - � o FIN. FLR. 4,. MISCELLANEOUS 1 SEE SCHED. CONC. SLAB 0 0 a a 4 a a' DETAILS ❑ a a a 1 Q 4 d / a d a� CONC. SLAB Q 4 Q Q SILL E XT1 ER1 R CC. RA P .� BOARD308 13 „HEAD/SILLANDRAIL DETAIL KICK - - ENTRY DOOR N ., _SCALE: 1/4=1 —0 1 ALUMINUM STOREFRONT SCALE: 3" = 1'-0" EXTERIOR SCALE: 1 1/2"=1'-0" DETAIL SCALE. 3 - 1'-0 SHEET NUMBER K - s_____ - - A B _ _ 8 II 0 4 3 TRIM ANGLE SET IN SEALANT VAPOR BARRIER MEMBRANE SET IN BUTYL SELANT FIELD CUT THERMAL BREAK IN PANEL SKIN FIELD FOAM JOINT 2x2 TRIM ANGLE SET IN SEALANT SEALANT COMPRESSIBLE MATERIAL GLUED TO T.U. PANEL TO ENSURE CONTACT BETWEEN I.M.P. AND T.U. MTL. BLDG. W/ GIRTS D C RnUNn nFF TnP ion�uuu- i�iiiiiiiiiii uouoona uo.uonoi SIMILAR AT U—GUARDS A J H L- C K I E I I Z-FLASHING SET IN SEALANT VAPOR BARRIER MEMBRANE SET IN BUTYL SELANT CEILING HT. 13'-0" FIELD CUT THERMAL BREAK IN PANEL SKIN FIELD FOAM JOINT 2x2 TRIM ANGLE SET IN SEALANT J—MOUL 1 /4" P.T. SHIM �I B � P-4'' 01 1/2" MTL. STUD W/ 8" GYP. ON ONE SIDE. ,. ,. -... .�a+«v+rw.- .s-...wx.c,-._..s;.� rT,.---.r+r.. ,•�,�..•.7� _ .+rs,• ... w+w -�a-r. ,.+w��c.r..-�.e•: _ - e� _,„,. .,n ..- � � �. . �, rx-_.. .�+ , a.a. . _ .wn:� �...s;�m�n•. r x�•.sx. o-... w®•...xa.-,ID-.rx�-�; �wcRx...z��--�emru .a ..�.ecw..r -•.n..,:>.nsa+-...�-,.., x.a.-s�Gu-:^n. 2 4" OR 6" IMP MID -SPAN GIRT SEE STRUCTURAL GIRT CLIP & F FASTENER, (2) COLUMN — BEY AB-LOK I I I I PER PANEL Y' OND ... r__�•x�wnc-+s.-,*a�,•..s-.Fa-✓ ors-.wa=..v.n+�u�an+.€rt�a..;•s+a+rw+r..e+s.�: ar�:s NEW MESA COLD STORAGE CONC. CURB @ NORTH WALL ONLY CONC. SLAB 6" INSULATION 3" SUB SLAB -� DRY GOODS STORAGE I.M.P. 6 MIL POLYFILM SLIP SHEET TO 48" AFF THEN TRIMMED TO TOP OF CONC. CURB J EXISTING INSULATED METAL PANEL CEILING FIELD CUT THERMAL BREAK IN PANEL SKIN I I _CEILING HT. -- h EL. = 24 -0" 2x2 TRIM ANGLE SET IN SEALANT FIELD FOAM JOINT 2x2 TRIM ANGLE L SET IN SEALANT NEW INSULATED METAL PANEL h PARTITION VAPOR —' BAR :.IER — M. 14) MTL. BLDG. CONNECTION 4" IMP WALL " — " 1 Ie1V{e P. BAS E INTERIOR WALL SCALE: 1 1 2 - 1 -0 I " _ @ CMU SCALE: 1 1 2" = 1'-0" 1 @ FREEZER AND COOLER / DFTAI',-- SCALE: 3 - 1 0 / SCALE: 1 1 /2" = V-0" '6 CO '• @ LUMN DETAIL XTERIOR SPLIT FACE CMU T� V 1 I I 15 I �I 2 1/2" MTL. STUD W/ 5/8" GYP. ON ONE SIDE. 2" POLYSTYRENE INSUL. 8" SPLIT FACE CMU BLOCK 0 0 E­ o I d � E— z ♦ o CQ 0 U o C � Cn A 0 = o �a w x 7 W H ® z z $ c W EI w d w W W A E-+ co U a d V A Z O ® OO LL. co SCALE: 1 1 /2" = 1 '-0" 2U. j - Z 15 SEQUENCE OF CONSTRUCTION " 1 1. SCREW SCREED TO PANEL 18 .. 2: PLACE CONCRETE._-_.- _ � . SHEET METAL SCREED 3. REMOVE SCREED 4. CAULK SCREW HOLE WHILE 'V-61" CAULKING PANEL JOINTS I 4a" 5" 5" 44" 5. CAULK TOP OF CURB AFTER 1 "PULL DOWN" CORNER BEAD I.M.P. ° iv `' ; :'. STEEL COLUMN O BY BUILDING MANF. , ° 1 #4 CONT. o #4 DOWELS @ 18 ��< 0 77 ' 0 I 0 o W/ EPDXY ANCHORS SCREED - - - �- - - - 5/8" GYP. BD ON 3 5/8" MTL. STUD 6 MIL POLYFILM SLIP SHEET 6 CONCRETECURB IMF' CONNECTION 1 COLD N D 1 IL OPE OFFICE COLUMN DETAIL SCALE: 3" = 1'-0" @ CMU AND MTL. BLDG. SCALE: 1 1 2" = V-0" / @ 1 -HR. RATED WALL SCALE: 1 1 2" = 1'-0" / SCALE: 1 1 2" = 1'-0" DETAIL / ° d d 6 MIL POLYFILM SLIP SHEET 4 . 4 d d ° d. d 4 I.M.P. CONC. c SLAB d d • 4 '4 FIELD CUT THERMAL a . BREAK IN PANEL SKIN a d GALV. BASE CHANNEL d 3" SUB . d SET IN BUTYL CAULK SLAB 4 d ° VAPOR BARRIER 15 0 3 9-22-00 PERMIT ISSUE 4-13-00 WNER REVIEW DATE ISSUE/REVISION We hereby expressly �- reserve the property 2 - rights to this drawing and it is not to be reproduced, copied in — 2 1/2" MTL. STUD W/ any format or manner 5/8" GYP. ON ONE SIDE. whatsoever without first obtaining our express written permission and — 2" POLYSTYRENE INSUL consent. - DRAWN BY: CHECKED BY: DSK DSK 8" SPLIT FACE CMU BLOCK AE JOB NUMBER 32230201 o ,A1t ALL i A B I.M.P. BASE CHANNEL �@ FUTURE FREEZER EXPANSION iNTtRoR WALL - - - - otTFiL Fir - ''- D F � 2 ICOLUMN DETAIL @ BEAM 1 -HR. RATED WALL SCALE: 1 Og CORNER COLUMN DETAIL O 3� @ EXTERIOR SPLIT FACE CMU SCALE: 1 1/2" = 1—0" SHEET NUMBER J K E A 13 ` - H K A B REINF CMU Uj LINTEL BLK = — LLJ y OR PRE -CAST U — (SEE STRUCT) s 2" BATT INSUL. z GWB ON FURRING L01 (SEE WALL TYPES FOR FURRING TYPE) cz O (Y- 8 f1 4" OR 6" I.M.P. 8 _ ; --- = G.W_B_ & MTL. POURED CONC OFFSET FRAME AS ETAL TRIM _ 2x P.T. WOOD STUD PARTITION �` -J� LINTEL BLK W/ REQ'D.BY WALL FINISH SET IN MASTIC FRAME -- REINFORCING / 5 8 GWB ON a } # PLUS 1 2" &ANCHOR W/ CAULK _ _ _ - _:�; . ; ; FURRING & EXP. SCREWS � -: ;:: ---- - -_ ----- X 1 /2„ RIGID INSUL o h SILICONE - _ o 1 SILICONE i : -® F o SEALANT ~ } - SEALANT - --LO - __ / N SEALANT CONTINUOUS STL. FRAME 3 SIDES H c t o J-MOULD - `•4 z - O RAIN DRIP IMP o c� __ d c� VERTICAL LI P.T. NAILER _ = RUBBER SEAL = JAMB ANCHORS M vvi TRACK & OR w o 0 Uj o SHIM SPACE SEALANT U = c, STL FRAME W/ _j - I ® o o `� GROUT FILLED o 1 " INSUL. ALUM. FRAME a -/{ o w HEAD w GLAZING x = o W/THERMAL BREAK o ;� STANDARD STEEL FRAME WIDTH vvio w '�' � 7 _ DOOR & FRAME SEE SCHED. (INSUL. DOOR) W�t�.SE w w 7 y, REFRIGERA.TEQ WIDTH AS REQ'D. DOCK o w _ as -VERTICALDOOR STL. FRAM E ALUM . FRAM HEAD 1 �. W TL. D R �c FR. H EAD LIFT DOOR gHEAD @ EXTAD C� S' ® STD. STL. D R. �c FR. % H E 13HEAD1 / » - _ WALL SCALE: 3" = 1'-0 CMU WALL SCALE: 3" = 1'-0" @ CMU SCALE: 3" I.M.P. — INSUL. DOOR SCALE: 3" = 1'-0" G.W.B. PARTITION SCALE. 3 - 1 o CMU .�. M 8" CMU ,x 2" BATT rz INSUL. IMP 6 4" OR 6" I.M.P. REINF. IN CONC.---- `< 6_ `` }_' G.W.B. & MTL. - - FILLED CELL � � • � - 2x P.T. WOOD _ STUD PARTITION a (SEE STRUCTURAL) '"� .; GWB ON FURRING 5/8" GWB ON a GROUT & VERT. ` FRAME ', i FURRING & REINF. PER CAULK ;____ ___ .,,1 1 /2" RIGID INSUL. STRUCT. t: I SILICONE t SILICONE ° METAL TRIM SEALANT SEALANT �'. �'. SET IN MASTIC ` N SEALANT ' & ANCHOR W/ CONTINUOUS EXP. SCREWS STL. FRAME I i 3 SIDES BEADW/ SEAD\\-CORNERW/ SEALANT RUBBER SEALJAMB ANCHORS P.T. NAILER o (3 PER JAMB) CAULKING SEALANT JAMB ANCHORS VERTICAL LIFT � INSULATING TRACK & DOOR o w DOUBLE GLAZING ALUM. FRAME W/THERMAL BREAK �y 0 `" STL FRAME W/ V GROUT FILLED THRESHOLD STANDARD STEEL - ----------- -- WAREHOUSE _ _ FRAME WIDTH ^_ - ---- 5 - -- - - SEE SCHED. DOOR & FRAME -42 — _..-- - --- __--- (INSUL. DOOR) — -- -- -- - -- - --- -- -- -- — -- — - - -- —_ --- DOCK REFRI ERATEn STL. DOOR (SEE SCHEDULE) L VJ Z ® 0 s .....T......... - �ALUM. FRAME JAM 00 R JAM EXT. D00R STL. FRAME 0ALLIFTDF_ �� � JAM @ V E RTI 1 0 » _ » SCALE: 3 = 1 -0 V) ® STL. DR. �c FR. JA��� SiL. DR �c FR. 14JAM STDCMU WALL SCALE. 3 1 0 @ CMU _ 1 � » _ _ WALL » � SCALE: 3 - 1 o CMU �-.,^�.. - . �� -�e . .—.. _ . — N ,�,�� > �. _ t PARTITION .� .� .-. INSUL DOOR SCALE. 3 1 0 m-^+9rr+PY'.'n:'•v,.s",.'..r-jT:•.T*t.5n :5'=`-.+ nlm,"'.".P,^.^.-r3`CY'' +^TRT"y+s¢-er .9:._Rc.'n•T.s•=e'1i I.M.P. .. n-p-f-•Ti'*:.-.-a-ryw-s.g�x„asT.. :. _-s?...F-e'a:,......,.s•„c„y.^^-c.-.....-as,.g. ..t'A'rtm�.s-^•. .,'o..s*'..-P CONC.TILT-UP INSULATING BEYOND DOUBLE GLAZING cr ALUM. FRAME W/ THERMAL BREAK 1 /4" P.T. SHIM 4 4 STL. DOOR SEALANT SEALANT STL. DOOR STL. DOOR STEEL DOOR SEE SCHED. SEE SCHED. SEE SCHED. TRACK BREAK MTL. SET IN MASTIC VINYL INSERT SEALANTJ-MOUL W/ STL. FRAME a VINYL INSERT STL. FRAME STL. FRAME DOOR POURED LINTEL PT WD SEE SCHED. BLK OR BLOCKING ALUMINUM STRETCHER BLK ALUMINUM FIN. FLR. =-__ � THRESHOLD FIN. FLR. \ SEE SCHED. W/ FILLED CELLS - � IMP — _ THRESHOLD FIN. FLR. SEE SCHED. SEE SCHED. -__ _ _ ^"' 5/8" GWB ON FURRING & BITUMINOUS SLOPE 1 1 /2" RIGID INSUL. JOINT :d • :% FIN. FLR. a .44 ° -° �-- CONC. SLAB �, c . ° ° a EXISTING ° ° ° 8 CMU CNEWONC. SLAB - ° ° ° ° CONC. SLAB 4 °.4 -- CONC. SLAB BITUMINOUS BED OF MASTICS - JOINT WARENO SF 3 BED OF MASTICS 1��ANAGE REFRIGERATE. _ BOTTOM 3 -- SEAL 2" BATT INSUL. FRAM"E SILLSTL.DR �c F EXT. ALUM. 3 SILL VERTICAL LIFT DOG DOOR SILL . FGL® DR FR. INT. SCALE: 3" = 1'-0" � @ CMU SCALE: 3" & FR. INT.SILL TL j 15SILL � STD. STL DR � gDOCK CMU WALL _ _ _ _ _ @ D SCALE: 3" = 1 -0 SC L » .. SCALE: 3" SCALE. 3 _ _ PARTITION-- - I.M.P. INSUL. DOOR ._. INSUL. MTL. MOTOR SILICONE PANEL RE RIGEPATFD —IQ! -FREEZER 9�-22-�00 ERMIT ISSUE INSUL. MTL. SEALANT DOCK SILICONE PANEL � 4--13®00 �f1�lEI.2 REVIEW SEALANT HEAVY BUTYL HEAVY BUTYL SEALANT ON 4" I.M.P. I.M.P. BEYOND -42 DATE ISSUE/REVISION DOOR TROLLY SEALANT ON —1V FREEZER p WARMER SIDE REFRIGERAT : n We hereby expressly WARMER SIDE SILICONE COLD STORAGE _ SEALANT SLIDING DOOR SILICONE SILICONE DOCK rights t the propertydrawing 2 SEALANT - rights to this; drawing SEALANT ;` and it is not to be 2k SILICONE o . SEALANT ,,� � � � ,r� �f reproduced copied in 2x6 P.T. WOOD C J' any format or manner HEAVY BUTYL whatsoever without first 1 " » WITH MATCHING' 1 /2 x 5 SEALANT ON � � 4" FREEZER obtaining our express COUNTER SUNK HORIZONTAL = / COUNTER SUNK FLAT BAR WARMER SIDE / _ METAL CLADDING METAL CLAD DOOR written permission and GALV. THRU BOLTS SLIDE DOOR `` GALV. THRU BOLTS BY DOOR DOOR ` WITH CAPS WITH CAP _ JAMB BEYOND DOOR CASING INSTALLER consent. j » » _ - _ - = /� HEATED 1 DRAWN BY: CHECKED BY: 1 /2 x 3/4 BY DOOR MFR. � _ - �� _ SILL UNIT, CONC. SLAB DSK DSK v • _ ,� - ! �_ FLAT BAR . _ =t _LBY DOOR MFR — —.� - CONC. SLAB .- ..-F,.--... � ., �. � AE JOB NUMBER - -- - 2x P.T. WOOD TRIM - COUNTERSINK . ,✓rr.�'.�f�: _,�%':::%%,..- ° Q _ 32��®2®1 W/ MATCHING -s r " d - �-�- v - - a G � PLBOLSTS METAL CLADDING a ° < BY DOOR INSTALLER , , , , - W 4 a , , . , a Ohl _ ° � .4 SEALANT ° 'T `tj ° 4x4x3/$ 4 - - a a SEE DIET 11/402 ° d d ��a v ^ INFITTING d WI .� COOLER/ i F I: 1 -. - METAL CLAD DOOR FREEZER DOOR '' - _ � ,- _ _-�h - CASING BY DOOR MFR. ®�� HORIZONTAL SLIDE Z' _ - _ - DOOR METAL CASING CBYDDOOR RMFR. - ,.,,.-..,.,.-Y~- ,T- --- .Rm--.---> _r . .._..-..-,.f`•-_ .. ,,.tea-=..,.,:-�-,. .. . x f_PERSONNELINFITTING HEAD/JAMBDR. SILL INFITTING PERSONNEL® - SLIDING DOOR� _® 311 JAMP SLIDING DOOR 6 SILL "_SCALE: 3" = 1'—O" HEATED SILL UNIT — INTERIOR DOOR SCALE: 3" ,'-0" SHEET NUMBER HEAD SLIDING DOOR 2p SCALE: 3" = 1'-0" 1 EXPANSION PLATE SCALE. 3 - 1 o I.M.P. SCALE: 3" = 1 -0 I.M.P. I G I K i.M.P.H R CD E _ — — A B C E I F G H J I K 5,\ rol 7 101 0 3 DOOR SL03"HEDULE MARK LOCATION DOORS FRAMES HDW GRP REMARKS TYPE SIZE MATL GLAZING LOUVER DEPTH MATL GLAZING HEAD JAMB SILL 100A DRY STORAGE WAREHOUSE A 3'-0" X 7'-0" X 1 3/4" HM. -- -- 5 7/8" HM. -- 5/311 6/311 7/311 100B DRY STORAGE WAREHOUSE F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 100C DRY STORAGE WAREHOUSE F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 1000 DRY STORAGE WAREHOUSE F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 100E DRY STORAGE WAREHOUSE F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 10OF DRY STORAGE WAREHOUSE F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 10OG DRY STORAGE WAREHOUSE A 3'-0" X 7'-0" X 1 3/4" HM- -- -- 5 7/8" HM. -- 5/311 6/311 7/311 101A WAREHOUSE MANAGER B 3'-0" X 7'-0" X 1 3/4" HM. 24"x24" -- 5 7/8" HM. -- 5/311 6/311 7/311 102A REF. DOCK AREA F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 INSULATED 102B REF. DOCK AREA F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 INSULATED 102C REF. DOCK AREA F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 INSULATED 102D REF. DOCK AREA D 3'-0" X 7'-0" X 1 3/4" FG. 6"x24" FG. -- 5/311 6/311 7/311 INSULATED FIBERGLASS DOOR & FRAME 102E REF. DOCK AREA - 3'-0" X 7'-0" X 1 3/4" FG. 6"x24" FG. -- 5/311 6/311 7/311 INSULATED FIBERGLASS DOOR & FRAME 102F REF. DOCK AREA G 9-0" x 10'-0" x 2" FG. -- -- -- FG. -- INSULATED FIBERGLASS DOOR & FRAME 103A COOLER 40° G 6'-0" x 8'-0" x 2" FG. -- -- -- FG. -- INSULATED FIBERGLASS DOOR & FRAME 103B COOLER 40° D 3'-0" X 7'-0" X 1 3/4" FG. 6"x24" FG. -- 5/311 6/311 7/311 INSULATED FIBERGLASS DOOR & FRAME 103C COOLER 40° D 3'-0" X 7'-0" X 1 3/4" FG. FG. -- 5/311 6/311 7/311 INSULATED FIBERGLASS DOOR & FRAME 104A FREEZER -10' D 3'-0" X 7'-0" X 1 3/4" FG. 6"x24" FG. -- 5/311 6/311 7/311 INSULATED FIBERGLASS DOOR & FRAME 104B FREEZER -10* G 6'-0" x 8'-0" x 2" FG. -- -- -- FG. -- INSULATED FIBERGLASS DOOR & FRAME 104C FREEZER -10' D 3'-0" X 7'-0" X 1 3/4" FG. FG. -- 5/311 6/311 7/311 INSULATED FIBERGLASS DOOR & FRAME 105 JANITOR - � z ._._ - - � � •�. :� _ .. _ :_ .e �_ � .�'# � — - = �:� _ - gel_ -- - 106A MENS C 3'-0" X 7'-0" X 1 3/4' HM. -- 22"x22" 5 7/8" HM. -- 5/311 6/311 7/311 107A WOMENS C 3'-0" X 7'-0" X 1 3/4" HM. -- 22"x22" 5 7/8" HM. -- 5/311 6/311 7/311 108A WAREHOUSE B 3'-0" X 7'-0" X 1 3/4' HM. -- -- 5 7/8" HM. -- 5/311 6/311 7/311 1088 WAREHOUSE F 8'-0" X 8'-6"x 2" STL. -- -- STL. -- 9/311 10/311 11/311 108C WAREHOUSE F 8'-0" X 8'-6% 2" STL. -- -- 5 7/8" STL. HM. -- -- 9/311 1 5/311 10/311 6/311 11/311 7/311 108D WAREHOUSE A --] 3'-0" X 7'-0" X 1 3/4' HM. -- -- 109A BREAK ROOM D 3'-0" X 7'-0" X 1 3/4" HM. 24"x24" HM. -- 5/311 6/311 7/311 201A TRUCKERS ROOM --D 3,.-0„-X- 7,_0„ X 1 3/4�, HM. 6"x24" _- - 5 7/8" HM. 5/311 6/31 1 7/311 202A RECEPTION A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 203A WAITING ROOM A 3'-0" X 7'-0" X l 3/4' SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 203E 204A WAITING ROOM TOILET E A 3'-0" X 7'-0" X 1 3/4' 3'-0" X 7'-0" X 1 3/4" 3-0" -X 7'-0" X 1 3/4" ALUM. SC. WD. SC. WD. 30"x76" 4 -- -- 5 7/8" 5 7/8" ALUM. 24"x76" -- 8/311 13/311 8/311 14/311 8/311 15/311 "SEE NOTE 4" HM. 205A OFFICE #205 A 5 7/8" HM. -- 13/311 14/311 15/311 06A VEST. #206 A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 207A I ELEC. ROOM #207 A 3'-0" X 7'-0" X 1 3/4'1 SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 208A 09 STOR. CL.#208 A 3'-0" X 7'-0" X 1 3/4' SC. WD. -- 5 7/811 HM. ........__. fi a . ..,_—_ ...._._._... ...._.__�.. II -- - - - A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 .. .. ,_a "SEE NOTE 4" ..__- ___ �k 210A WOMENS -- 13/311 14/311 15/311 "SEE NOTE 4" 211A MENS A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 "SEE NOTE 4" 212A CORR. #212 A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 212B CORR. #212 A 3'-0" X 7'-0" X 1 3/4' SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 213A OFFICE #213 A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 214A OFFICE #214 A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 215 OPEN OFFICE #215 u::.., ......_ -i ' ...... . ..:. .... tiu.._:— ,. '; 4 � _ .r ::. ..._.._ .. ... _ 1110 ..� .... .. _.._—_1 . a, a,..... I: .I . m ...:. a . , w ..... ...,.___ .�_.._.. .. .. :�..... :. ........ ...... ... �- .: -,.,t -__... .. _.._._€_' ,... : r _ s -- _216 _. --- I. -- 5 7/8" HM. -•. - .._- __— -, .......... , r:.:�,:,._. t I ......_....,__ _ ,. _.. __..,_. h u .:., ... ____._..- ..,=.i:.:.. f�k F J ra __.e.s .__._�._ .:... .:..:_.....,. I...... .... '-. .._,__._.._..__=_�..e,,_ _�.. ..,-:... ,. alc:l .. •,:- - s.,.� ., I .. - - - FILE COPY ROOM ---- - - - ---- - � ,-� ._�� ___ _� _ _ 217A OFFICE #217 A 3'-0" X 7'-0" X 1 3/4' SC. WD. -- 13/311 14/311 15/311 218A OFFICE #218 A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 219A CONFERENCE ROOM #219 D 3'-O" X 7'-0" X 1 3/4' SC. WD. 6"x24" 5 7/8" HM. -- 13/311 14/311 15/311 I--L­­ 220 BREAK ROOM- ... ME- - 221A OFFICE #221 A 3'-0" X 7'-0" X 1 3/4" SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 222A CONTROL ACCESS CORR.#222 D 3'-0" X 7'-0" X 1 3/4' HM. 6"x24" 5 7/8" HM. -- 13/311 14/311 15/311 222B CONTROL ACCESS CORR.#222 A 3'-0" X 7'-0" X 1 3/4' SC. WD. 6"x24" 5 7/8" HM. -- 13/311 14/311 15/311 222C CONTROL ACCESS CORK.#222 E 3'-0" X 7'-0" X 1 3/4" ALUM. 30"x76" 5 7/8" ALUM. 24"x76" 8/311 8/311 8/311 223A OFFICE #223 A 3'-0" X 7'-0" X 1 3/4' SC. WD. -- 5 7/8" HM. -- 13/311 14/311 15/311 2 NOTES: 1. EXTERIOR DOORS SHALL HAVE CORROSIVE RESISTANT H.D. HARDWARE WITH GALVANIZED HINGES. 2. AUTOMATIC CLOSURES TYPICAL FOR ALL DOORS 3. NUMBER AND CORRECT SEQUENCE OF KEYED LOCK SETS TO BE DETERMINED BY OWNERS 4. ALL OFFICE RESTROOM DOORS SHALL BE UNDERCUT 2". DOOR TYPES A B C D E F Flush VL Vertical Lift L Louver Bottom SHS Single Horiz Sliding FG Full Glass N Narrow Lite G Half lite F 0 R00"000"M FION"100"H SCHEDULE MARK ROOM NAME FLOOR EASE WALLS CEILING CEILING HEIGHT REMARKS NORTH SOUTH EAST WEST 100 DRY STORAGE WAREHOUSE CONC. SLR. - - - CMU PAINT CMU CMU EXP. EXP. "SEE NOTE 6" 101 WAREHOUSE MANAGER VCT VINYL PAINT PAINT PAINT PAINT GYP-1 8'-0" 102 REF. DOCK AREA CONC. SLR. - - - IMP IMP IMP IMP EXP. 22'-0" "SEE NOTE 6" 103 COOLER 40' CONC. SLR. - - - IMP IMP IMP IMP IMP 22'-0" "SEE NOTE 6" 104 FREEZER -10' CONC. SLR. - - - IMP IMP IMP IMP IMP 22'-0" "SEE NOTE 6" _ 105 JANITOR CONC. SLR. 106 MENS CONC. SLR. - - - CMU CMU CMU PAINT GYP-1 8'-0" "SEE NOTE 5." 107 WOMENS CONC. SLR. - - - CMU CMU CMU PAINT GYP-1 8'-0" "SEE NOTE 5." 108 WAREHOUSE CONC. SLR. --- PAINT CMU CMU CMU EXP. EXP. 109 BREAK ROOM CONC. SLR. - - - PAINT PAINT PAINT PAINT GYP-1 8'-0" 201 TRUCKERS ROOM CONC. SLR. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 202 RECEPTION CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 203 WAITING ROOM C.T. C.T. PAINT PAINT PAINT PAINT ACT 9'-0" GLAZED CERMAIC TILE 204 TOILET C.T. C.T. PAINT PAINT PAINT PAINT ACT 9'-0" MOISTURE RESISTIVE GYP. BD. ON WET WALL 205 OFFICE #205 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 6" SOUND INSULATION ABOVE CEILING 206 VEST. #206 VCT VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 207 ELEC. ROOM #207 VCT VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 208 STOR. CL. #208 VCT VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 209 CORRIDOR #209 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 210 WOMENS C.T. C.T. PAINT PAINT PAINT PAINT ACT 9'-0" MOISTURE RESISTIVE GYP. BD. ON WET WALL 211 MENS C.T. C.T. PAINT PAINT PAINT PAINT ACT 9'-0" MOISTURE RESISTIVE GYP. BD. ON WET WALL 212 CORR. #212 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 213 OFFICE #213 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 214 _--___-__ OFFICE #214 CPT. __ .___ VINYL ___-PAINT- - -PAINT-- PAINT ---PAINT - PAINT__ - ACT - -- g p _ - ------------------- ---- — 215 OPEN OFFICE #215 CPT. VINYL PAINT PAINT PAINT PAINT ACT 10'-0" 216 FILE/COPY ROOM VCT VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 217 OFFICE #217 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 218 OFFICE #218 CPT. VINYL PAINT PAINT PAINT PAiNT ACT 9'-0" 219 CONFERENCE ROOM #219 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 220 BREAK ROOM VCT VINYL PAINT PAINT PAINT PAINT ACT 9'-0" MOISTURE RESISTIVE GYP. BD. WET WALL ONLY 221 OFFICE #221 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 222 CONTROL ACCESS CORR.#22 CONC. SLR. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 223 OFFICE #223 CPT. VINYL PAINT PAINT PAINT PAINT ACT 9'-0" 1. ALL FINISH COLOR SELECTION TO BE DETERMlN ED BY OWNER. TES• 2. INTERIOR WALL PAINT TO BE FLAT LATEX. RAN FRAM PAI T MI- NAM 3 D00 D E NT 0 BE SE GLOSS E EL T Y V M I T R RESIS IVE G P. 4. R T R M AN. R AK R M W T WALLS SHA L RECEI E O S U E ES 00 J CL & B E 00 E L 5. WAREHOUSE RESTROOMS SHALL RECEIVE DUROCK CEMENT BOARD WALL SYSTEM © STUD WALL 6. 18" PAINTED WHITE RODIENT STRIP ON FLOOR -WALL JUNCTIONS AROUND PERIMETER. - PAINT SHALL BE INSUL-X: CHECK RUST INSUL. TILE 100% SOLIDS EPDXY COATING ABBREVIATIONS CPT. -CARPET VCT- VINYL COMPOSITION TILE QT- QUARRY TILE ACT- 2'x4' SUSPENDED AQUSTICAL CEILING TILES GYP-1 LAY -IN GYPSUM WALL BOARD EXP.- EXPOSED STRUCTURE CONC. SLR- CONCRETE SEALER PAINT- PAINTED LAYTEX SURFACE EPDXY- PAINTED EPDXY (CMU) c � W a x 0 0 E.., o x � E-+ o z Cq Cq 0 � o � v ® o a O W w w w x w z H z a 0 F z c H w � � w d w w a F• x a } r�w i.L- v 0 O z O � ® M LL O ® LLJ z 9-22-00 ERMI i ISSUE 4-13 00 REVIEW DOWNER DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproducers, copied in any format or mariner whatso v-jr without first obtaining our expres written permission and consent, DRAWN BY: CHECKED BY: DSK DSK AE JOB NUMBER 32230201 DWR FINISH-1 SCH D 3 1 ;024 -' SHEET NUMBER rwq II G! 5r — 4 N 2 l A B C E F G H J K A I 8 C J K �°'Z 5 A -S£ ! ..� �R-�.'T•@ PAP �T?•JRC.+�zw L_- � I � I � I � 1 O LO CV M 0) co 00 a-+ E v U I•- N N �4-4 4-1 O O v� O O m If} to z 0 OOP O ai . E a� v EZ v M z c 8 7 6 9 4 ki 2 1 FOOTING SCHEDULE MARK SIZE REINFORCEMENT REMARKS CF2.0 2`-0'x3 -0" CONT. 2-#5 CONT. W/ #3x1'-6" ® 36" TRANS. F3.0 3'-O"x3'-0"x1'-0" 4-#4x2'-6" EA. WAY BOT. F4.0 4'-O"x4'-0"x1'-O" 6-#4x3'-6" EA. WAY TOP&BOT. F5.0 5'-0"x5'-0"xl'-O" 5-#5x4'-6" EA. WAY TOP&BOT. F6.0 6'-0"x6'-0"x1'-3" 7-#5x5'-6" EA. WAY TOP&BOT. F7.5 7'-6"x7'-6"x2'-O" 8-#6x7'-O" EA. WAY TOP&BOT. N"'UN" L UK M.A., r SCALE: 3/32"=1'-0" NOTES 1. SEE DETAIL 5/401 FOR FOOTING CORNER REINFORCING. 2. (FO.0 (95'-0")] INDICATES FOOTING MARK AND TOP OF FOOTING ELEVATION. 3. TOP OF PIER ELEVATION 99'-0" (TYP. U.N.O.) 4. SEE DRAWINGS BY VARCO-PRUDEN FOR ANCHOR BOLT LAYOUT AND DETAIL 20/401 FOR ANCHOR BOLT DESIGN. 5. SEE DETAIL 4/401 FOR STEP FOOTING. 6. PLACE SLAB REINFORCING 2" TO 3" BELOW FLOOR SLAB SURFACE (TYP. U.N.O.) 7. REFERENCE FINISH FLOOR EL. 100'-0" EQUALS CIVIL EL. 57.50'. rENERAL STROCTURAL NOTES GOVERNING CODES AND STANDARDS: STANDARD BUILDING CODE ------1997 EDITION USING BASIC WIND SPEED OF 100 MILES PER HOUR. ACI, AWS, RISC, SDI, SJI- - - - - - - - - - - - - - - LATEST EDITIONS LOADING: ROOF LIVE LOAD: ----20 PSF, WITH REDUCTION PER CODE COLLATERAL LOADS APPLIED TO PRE-ENGINEERED BUILDING OFFICE AREA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 PSF ALL OTHER AREAS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 PSF HANGING MECH. UNITS (SEE MECH. DWGS. FOR LOADS AND LOCATIONS) SOILS: ALLOWABLE SOIL BEARING PRESSURE------------------ 3000 PSF SEE GEOTECHNICAL REPORT BY PROFESSIONAL SERVICE INDUSTRIES, INC. DATED JUNE 13, 2000. MATERIALS: CONCRETE (NORMAL WEIGHT, 28 DAY COMPRESSIVE STRENGTH) SLAB ON GRADE (INDUSTRIAL)------------ 4000 PSI ALL OTHER CONCRETE (U.N.O.)-------------- 3000 PSI REINFORCING - - - - - - - - - - - - - - - - - - - - - - - - - - ASTM A615, GR 60 WELDED WIRE FABRIC - - - - - - - - - - - - - - - - - - - - - ASTM A185 STRUCTURAL STEEL - - - - - - - - - - - - - - - - - - - - - - ASTM A36 HIGH -STRENGTH STRUCTURAL STEEL - - - - - - - - - - - - ASTM A992 STEEL PIPE - - - - - - - - - - - - - - - - - - - - - - - - - - - ASTM A53, GRADE B. FY=35KS1 STEEL TUBE - - - - - - - - - - - - - - - - - - - - - - - - - - - ASTM A500, GRADE B. FY=46KS1 ANCHOR BOLTS - - - - - - - - - - - - - - - - - - - - - - - - - ASTM A36 HIGH STRENGTH BOLTS - - - - - - - - - - - - - - - - - - - - ASTM A325 WELDS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E70 SERIES ELECTRODES PRE-ENGINEERED BUILDING: CONFORM TO THE APPLICABLE REQUIREMENTS OF THE METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) METAL BUILDING SYSTEM MANUAL. NOTES - FOR PIPING SYSTEM SUPPORTS: 1. IN ALL CASES, LOADS SUPPORTED FROM ROOF STEEL SHALL BE APPLIED IN A MANNER SO AS NOT TO EXCEED 2 PSF. 2. PIPING LINES OF 3" TO 5" DIAMETER SHALL BE SUPPORTED EQUALLY FROM TWO PURLINS IF THE LINES RUN PARALLEL TO THE PURLINS. 3. PIPING LINES OF 5" AND 6" DIAMETER SHALL BE SUPPORTED FROM EVERY PURLIN, AND LINES OF 4" OR SMALLER SHALL BE SUPPORTED FROM EVERY OTHER PURLIN IF THE LINES RUN PERPENDICULAR TO THE PURLINS. 4. FOR LOAD CONDITIONS NOT COVERED ABOVE, OBTAIN APPROVAL FROM PRE-ENGINEERED METAL BUILDING MANUFACTURER PRIOR TO FABRICATION. C.M.0 WALL REINFORCING NOTES: 1. THE FOLLOWING NOTES PROVIDE GENERAL REINFORCING CRITERIA FOR CONCRETE MASONRY WALLS. USE "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)". 2. PROVIDE FILLED CELLS WITH ONE #5 VERTICAL BAR AT ALL WALL ENDS (INCLUDING CONTROL JOINTS) AND INTERSECTIONS. ADDITIONALLY REINFORCE CELLS AS REQUIRED BY NOTE 3 AND AS SHOWN ON PLANS AND IN SECTIONS. 3. PROVIDE ONE #5 BAR VERTICALLY MINIMUM EACH SIDE OF OPENING 4'-0" WIDE OR LESS. PROVIDE 3 #5 BARS VERTICALLY, MINIMUM AT 8" O.C. EACH SIDE OF OPENING GREATER THAN 4'-0" WIDE, U.O.N. 4. VERTICAL REINF. = #5 0 2'-0" EXTERIOR, #5 @ 4'-0" INTERIOR, LAP VERTICAL BARS 48 BAR DIAMETERS AND TIE TOGETHER WITH TIE WIRE., U.O.N. 5. GROUT ALL CELLS CONTAINING REINFORCEMENT IN 4'-0" LIFTS MAXIMUM. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS IS INSPECTED AND APPROVED BY THE CONTRACTOR. 6. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, UNLESS OTHERWISE NOTED. LAP JOINT REINFORCEMENT 12" MINIMUM. 7. INTERRUPT BOND BEAMS AND REINFORCEMENT AT CONTROL JOINTS. 8. LATERAL SUPPORT REQUIREMENTS FOR INTERIOR NON -LOAD BEARING C.M.U. WALL: USE MAXIMUN L/t OR H/t OF 36. SEE DETAIL 9/402 FOR C.M.U. WALL BRACING. 9. SPECIAL MASONRY INSPECTION REQUIRED. 'AIR H. • W �. Ij UJ z _ v7 �i6 Uj ® �' xz� .b V M I� I E-+ V E-1 ^^� z h O In a FFf�i z h�4 V z E_ V lrT�l E- Q 0 IL. 0 O z a 7 F --22-0Q PERMIT ISSUE DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent ortAA r� BY: CHECKED BY. JOW MAH AE NUMSM 32230201 FOUNDATION PLAN 4 SKEET NUMBER 7 0 5 Q K 1 0 C J] E F G H i K U's - - W.W.F. a 8 8 CONCRETE BLOCK CHAIR FIRST CON C. POUR SECOND CONC. POUR _ _ 1=III—III- INSULATION I—� �_ J - =1 I I —I —� � I —I 1(- VAPOR BARRIER "—�—� " 2'-0„ NOTE:94 REMOVE #4 BAR PRIOR 3" SUB -SLAB TYP. o TO SECOND CONCRETE POUR. CONST. JT. TOF CONSTRUCTION JOINT F CONSTRUCTION JT. ' 1 TO OLo > w SAWCUT04 IN. SAWCUT 1/8"x 11/2„(MIN.) 1/8"xONE THIRD CONC. SLAB �' ' ' , 1=1 I=� �_ F 1 1 x2 KEYWAY THE SLAB THICK. 1 x e o ' W.W.F. ° a ° o ° ° a o c x;x—.x�.x x.—x—.z—x _ I —III —I N0. & SIZE TO MATCH v "V-C = _ 1'-6" L12- TYP i 1, ,l � 1 i l -- ` I I I=,III-I I CONT. REINF.o zo° 1-0CONT. FTG. SEE _ CONTRACTION JT. 3 3 „ _ I —III —III- PLAN AND SCHD. a (3)- /4x /4x1 -4 SQUARE DOWEL INSULATION I —I I— I —I I—� �' 7 7 W/ CLIP -ON COMPRESSIBLE FOAM =1TI—I =1 I I —III- . CONSTRUCTION JT. FOR_ 4" SLAB (SIMILAR TO EXPANDO-LOK BY PERMABAN) VAPOR BARRIER 3" SUB -SLAB � z CONTROL_ JOINT W z NJTS.�� M� �� ��WALL FTG. STEP �,FTG. CORNER REINF. �DST. 4 AND THICKER �� DWLS CONST.JT.INTERSECTION FREEZER SLAP C.J. GRADE 4 0= 5 �, SLAP 12 _ 3 _ _ SCALE: 3/4"-1 ' O" a ~ SCALE: 3/4"=1 ' -0 c� o = n SCALE. 3/4 -1 -0 N o �- SCALE: 3/4 =1 ' -0 o SCALE: 3/4 =1 -0 ' o E- MT'L. SIDING BY OTHERS WIND BEAM BY V.P. GRID w/3/, "0&/2" MIN. EMBED 11" OR 1'-0" NOTE: FOR HANDRAILS SEE 1=1 MT'L. SIDING BY OTHERS VARIES ARCH. DWGS. v T/WALL ELEV. 4 -0 oc -• SEE V.P.(METAL BLDG. MFG.) (SEE ARCH. DWGS) BASE It DETAILS ' , COLUMN, BASE R & ANCH. fx SEE ARCH FOR TREADS #4x4�'-0 8x8 BOND BEAM T/WALL ELEV. BOLT PLACEMENT PATERN SEE DETAIL W/ 2-#5 CONT. h (SEE ARCH. DWGS) ' I I BY METAL BLDG. MFG. ®12 O.C. 9 401 FOR 6 HAIRPIN, SEE PLAN 1-#5 CONT. OWL. WIND BEAM BY V.P. I # W x31 1 Z OxOON6" 3 „ FOR LOCATION STUDS ®12" O.C. CONC. SLABSEE PLAN 6 6 w/ /4 Ox5 /2 MIN. EMBED FIN. FLR. 0 4'-0"oc ISOLATION JOINT 1 /2 GROUT e#4 #5 VERT. ®24" CONC.SLAB #5 VERT. ® 24" CONC. SLAB a0v1 "1=IN SOLIDLY GROUTED CELL IN SOLIDLY GROUTED CELL #5 VERT. ® 24" •h FIN. FLR. _ ___ _ FIN. FLR. IN SOLIDLY GROUTED CELL FIELD BEND 2'-0" 15"0. . E.W. o NOTCH C.M.U. N PROVIDE C.M.U. ..P a. o DOWELS TO MATCH17 INTO SLAB n� & LAP VERT. REINF ¢ 6" CONC WALL - a MIN. LAP = 48 BAR DIA.i -D - SOLIDLY GROUT ALL CELLS w CIVIL - Vw/#4 C� 12"O.C. E.W CMU WALL CONCRETE COVER -� SEEMAT H FIN. GRADE DOWELS TO MATCH DOWELS TO C BELOW FIN. FLR. �' DWGS. & LAP VERT. REINF & LAP VERT. REINF r 3-#3 TIES ®3" MIN. LAP = 48 BAR DIA. MIN. LAP = 48 BAR DIA. 00 I I T.O.F. EL. SOLIDLY GROUT ALL CELLS o ' o CONC. PIER a BELOW FIN. FLR. FIN. GRADE Q a o SEE PIER DETAIL 11/401 8" 1 SEE PLAN o ' FIN. GRADE FOR SIZE REINF. NOTE: �X a ' i D - I oo'_ T.O.F. EL. h o TEMPORARILY SHORE WALLS NOTE SEE PLAN UNTIL SLAB IS POURED ■ SOLIDLY GROUT ALL CELLS a TEMPORARILY SHORE WALLS °SEE PLAN BELOW FIN. FLR. I I UNTIL SLAB IS POURED AND CURED. SCHED FOR FTG. NOTE: T.O.F. EL. AND CURED. T.O.F. EL. h TEMPORARILY SHORE WALLS h SEE PLAN AND SIZE AND REINF. ® 5 5 SEE PLAN UNTIL SLAB IS POURED SEE PLAN I I o o v SCHED. FOR FTG. ° AND CURED. 'a, i i SIZE AND REINF. U < w 0 o f I o d o SEE PLAN AND SEE PLAN AND 5 SCHED. FOR FTG. SCHED. FOR FTG. 3" cLR. SIZE AND REINF. SIZE AND REINF. R 8c �G• �_ EXTERIOR CMU WALL �_ EXTERIOR CONC. STAIR L0 LEXTERIOR CMU WALL & FTG, �` EXTERIOR COL. 7 g o� 10 0 o u V o = „ ~ SCALE. N.T.S. _ o DOOR OPNG SCALE: 3/4 1 0" �� c~n Z n F_ SCALE: 3/4"- 1 '-0" o ~ SCALE: 3/4 -1 -0 SCALE. 3/4 -1 -O o � a Q 0 T_ _ LO 000 00 0 0 v E 0p 0 0 0 0 �i'l Ai 4- m (n Z/ O p� O� 0 0 0 Ez• v M Z� . L •3 0 rn a o WIND BEAM BY V.P. MT'L. SIDING BY OTHERS (n MT'L. SIDING BY OTHERS w/3/, "0&/2" MIN. EMBED 1 -o GRID NOTCH C.M.U. WALL NTH C. .U. WALL SPREAD FTG. ad NOTCH 0 4'-0"rjc C.M.U. Z c� TO CLEAR PIER TO CLEAR PIER T WALL ELEV. T/WALL ELEV. INS. MATEL PANEL / h (BEYOND) � OR USE 4' CMU OR USE 4 CMU ® (BEYOND) r (SEE ARCH. DWGS) + (SEE ARCH. DWGS) 1 I INS. MATEL PANEL c� m SPREAD FTG. I w11- 4E CONT. & 4 DWLS. ® 18 WIND BEAM BYV.P. MIN. EMBED • ' a CONT. FTG. 8x8 BOND BEAM g " I COLUMN BASER &ANCH. — ®S�. ®— 1'-0" I W/ 2-#5 CONT. / # # w/3/4 51/2 E 1-#5 CONT. ') L — — DRILL & EPDXY w/ " 0 4'-0"oc p BY METAL BLDG. MFG. r o a 6„ HILT( HIT HY150 w/ 4 MIN. ' � I CONC. CURB SEE OET. 13/401 �` INTO SLABFIELD D 2'-0" 4 CONT. FTG. I FTG. 8" CMU � SEE EMBED. ARCH�RDWGS. EQUAL) CURB 1 „ 4 — — — — _j N o >� L I �— a LOCATIONS. 1 /2 GROUT L3x3x1 /4 CONT. w `�' w ¢ FTG. 8" CMU - I' _ _ ____ ISOLATION JOINT W/ 1/2"0x0'„ 6" CONC. SLAB > cn m I _ #5 VERT. ®24" CONC. SLAB IN SOLIDLY ®GROUTED CELL CONC. SLAB STUDS ® 12 O.C. Q FIN. FLR. FTG IN SOLIDLY GROUTED CELLto, FIN. FLR. o --- ---- I I a o HIM T _ FTc. I --- - o °° 7 I DOWELS TO MATCH IN SOLIDLY GROUTED CELL •. #4 ® 12" EA. WAY — N I CONC. PIER W/ & LAP VERT. REINF :E, „6- #6 VERT. W/ 1- #4 CONT. MIN. LAP = 48 BAR DIA. 3-#3 TIES ® 3 I ' I I 6„ 9" #3 TIES ®12 0 . o FIN. GRADE CONC. PIER W/ I 1'-0" CONC. PIER V o I 6- #. VERT. W/ ( FIN. GRADE SEE PIER DETAIL 11 /401 9" 9" I FIN. GRADE ,-q d * SOLIDLY GROUT ALL CELLS #3 TIES 12" L — — — — ®®� _� SOLIDLY GROUT ALL CELLS FOR SIZE o E INF. BELOW FIN. FLR. —� I , lop_ 4 —I r BELOW FIN. FLR. NOTE: SOLIDLY GROUT ALL CELLS `1 TEMPORARILY SHORE WALLS NOTE: TEM— ®®®®— — — J a v UNTIL SLAB SHORE POURS WALLS BELOW FIN. FLR. � I ANDUNTL SLAB CURED. IS POURED T. 0 FPLAN h L — ®— — — ® TEMPORARILY SHORE WALLS T.O.F. EL. UNTIL SLAB IS POURED h o DOWELS TO MATCH AND CURED. T.O.F. EL. o DOWELS TO MATCH 3 I I SEE PLAN o o &LAP VERT. REINF o ' o 0 0 & LAP VERT. REINF AND CURED. SEE PLAN I I o v I I a• MIN. LAP = 48 BAR DIA. MIN. LAP = 48 BAR DIA. SEE PLAN AND SEE PLAN AND L-----------J SCHED. FOR FTG. SEE PLAN AND SIZE AND REINF. " SCHED. FOR FTG. SCHE. 3' CLR. SIZE AND REINF. SIZE DAND0RE1 FG �� WALL & FTG. 0\ EXTERIOR COL. & FTG. H EXTERIOR CMU WALL w/INSUL. PIER DETAIL CORNER PIER DETAIL EXTERIOR CMU o= 12 0= „ , „ 13 0� _ _ _ 15 M '- " 1 0H @ DOOR OPNG. SCALE: 3 4" 1' O" 1 1 W INSULATION SCALE: 3/4 -1 -0 o W/ INSULATION SCALE. 3/4 1 0 0 SCALE: 3/4"-1 ' 0 SCALE: 3/4"=1 '-0 0'-' / / — ALT. CIRCULAR INSUL. PANEL COL. BLOCKOUT CONC. CURB SEE 13 401 9-22-00 PERMIT ISSUE p SEE ARCH. DWLS. J DATE ISSUE REVISION o COL. & FTG. FINOIL. FLOOR o m We hereby expressly BASE I i i �.' o, i ` COLUMN, BASE R & ANCH. I M�� rights toreserve tthis he pdrawing 2 VERT. REINF. IN PLATE ;,' , ;,,o ' I o:' 1 . `,: ; BOLT PLACEMENT PATERN and It Is not to be GROUT FILLED CELL = ' _ _ BY BLDG. MFG. ° ® reproduced, copied in PER PLAN & NOTES PEgN I I COLUMN, BASE R. & ANCH. I I 1=1 I 1=1 INS. MT'L. PANEL o o - Y III BOLT PLACEMENT PATTERN an format or manner ISOLATION = II=III= Ili i whatsoever without first JOINT w/ II BY METAL BLDG. MFG.III=� I CONC. CURB obtaining our express written permission and DR LL 10 BAR DIA. DEEP I I " 1- #4 CONT. 1'-0" 1'-0" 1- #4 CONT. 1 it SEE 13 consent. BOND II 11/ GROUT 1 /2 GROUT II 401 x �/4" DIA. OVERSIZE HOLE BREAKER Ili 2 I 3/4"0 OR 1 "0 A307 CHECKED BY: AND EPDXY GROUT CONC. SLAB I ; II CONC. CURB INSUL. PANEL ISOLATION JOINT III Dp CONC. SLAB °� a ANCHOR BOLT �QW MAH i AE JOB NUMBER SEE 13 FIN. FLOOR I I FIN. R. _ II 401 --- i--- 32230201 h II a II o II' 'o ell , OIL FIN. FL. IV �o I 0 01 o o =,_= T.O.F. EL.'" - - - HOOK ® "m BOLT —� -mm p a OEFPLAN� SEE PLAN FIN. FLOOR SE 1 1= Q Q 5' o0 3/4 L o Q oL %, o :,•v' ° ' i i 1', a: '.' 6" HOOK @ 1"0 BOLT DOUBLE NUT AT REMOVE ALL STANDING SECTIONS V-4" 2- #5 ANCHOR BOLTS -.' o' : _.� i I o,a ..,; ; WATER BEFORE - E GROUTING BASE �' I I 1=1 11=1' I 0 v AND #3 48' " L. ; ; SEE PLAN AND DETAILS 3c 1 co SCHED. FOR FTG. ::�� SEE PLAN AND 3- #4 CONT. SIZE AND REINF. SCHED. FOR FTG. w/#3 ® 36" TRANSV. 2'-0" SIZE AND REINF. ALTERNATE DETAIL (AT CONTRACTORS OPTION) N o�FTG.��COOLER/AMBIENT�a ALL �; ANCHOR BOLT DETAIL 401 0� w ISOL. JT. � WALL TO SLAP COOLER/AMBIENT W o� I NT. COL. T_ 19 0= 2 0 THICKEN SLAB 16 ou 0= 1 � 18 �~ ^ INTERIOR COLUMN / ' o = SCALE. 3/4 -1 -O o `�' ® CMU WALL SCALE: 3/4 = 1 '-O o SCALE: 3/4"-1 -0 o I SCALE: 3 4"-1 -0" SCALE: 3/4"=1 '-0 SHEET NUMBER B C D E F G H J K A O N 000 00 IN a 3 0 O N m (n Z� N a-0 O� 0o Ez v O, zC L �3 � v CO L " - , f am TACK WELD- s U CUT LOOSE AFTER 1/2" It INSTALL Ld SLAB POUR AFTER PULL DOWN. SEE ARCH. DWGS. PLUG WELD x WIDTH OF DOOR OPENING CONC. CURB INS. MT'L. PANEL CONC. CURB ; ; �/2 x 1 "FLAT BAR FUTURE CONC. CURB 1-- $ SEE DET. 13/401 SEE DET. 13/401 �, i BOLT PLACEMENT P ANCH. @ 12"oc -a U ; INS. MT'L. PANEL FUTURE INS. MT L. PANEL � � I ERN = BY METAL BLDG. MFG. 5 "Ox " 3 C INSULATION INSULATION INSULATION SMOOTH DOWELS 12' L 4 i 3x /8"LLH N °. .° ("I I ' FURURE INS. MTL. PANEL w/ I OF DOODRS O@PE24G CONC. SLAB CONC. SLAB CONC. SLABGREASE ONE END 2>tihFIN.FL. P- ' ° D DFIN.FL. o ; ; P FIN.FL. 1 I ,� �� FUTURE CONC. CURB FIN. FL. Cs; SEE PLAN ° • . ' ° -. ° ° . ' SEE PLAN °-. ° 4 ° SEE PLAN 1 /2" GROUT Ey ' II INSULATION X X _-� __ -' =111� � III= ISOLATION JOINT III i i i ) TYP. �� ° � ° � V� CONC. SLAB =1 I I� III— , • + in • e SEE PLAN Ey IIIIII► �I—II - o I I— VAPOR BARRIER =I I III I VAPOR BARRIER VAPOR BARRIER , . ° �+ x " "T_IIT_I INSULATION M� 3 SUB -SLAB t'-a" 3" SUB -SLAB 3 SUB -SLAB T.O.F. EL. �1 �I i'-o" t'-o" 2-#4 CONT. 2-#4 CONT. t'-o" t'-D" 2-#4 CONT. SEE PLAN ° .'? • p , , v ° Al I L VAPOR BARRIER ® p VAPOR BARRIER Ca SUB -SLAB a 3 sub-sLA6 TYP. CONST JOINT AT DOOR OPENINGS 0 ROOM WITH TEMP.CHANGES p SEE PLAN AND NOTE: 0-4 z SCHED. FOR FTG. AT CONTRACTOR'S OPTION ® DOORS WITH SIZE AND REINF. � t x NO FORK LIFT TRAFFIC, /2" R & /2"BARS MAY BE w DELETED & L 4x 4'S MOVED TO TOP OF SLAB LEVEL. co u FREEZER/COOLER/AM BIENT WALLS FRE ZER PARTITION WALL FUTURE FREEZER/AMBIENT WALLS FUTURE FREEZER AMBIENT WALL CONST.JT.@FREEZER DOOR OPNG1 2 U 3 4- = 5 �, / " r " 0f=--- / ff , rr t7H / f r " �F-' @ COLUMN / " f �F. / f f " o ~ SCALE: 3 4 -1 -0 o SCALE: 3 4 -1 -0 o SCALE: 3 4' -1 -0 o SCALE: 3 4 -1 -O" o SCALE: 3 4 '=1 -0 U Ili p T/WALL h Ey 6" SEE ARCH. DWGS. 6" 8" (TYP.) SEE ARCH. DWGS. (TYP.) 8" EL. 102'-6" 8" 8" T/WALL h #5 VERT. @ 48" 24' 24" ' #4 DWLS. ®12" a EL. 101'-6" #4 DWLS. 12- IN SOLIDLY GROUTED CELL CONT. KEY 24'� , � o >'o � 24" 6 CONC. SLAB ' °' CONC. SLAB C N S CONC SLAB ' - 0 C. LAB 1-r.] 24' REF. FIN. FL. FIN.FL.#4 DWLS. ® 12" ° o 24' EL. 100'-0" ° ' SEE PLAN 2 0 0� o' '° o'° o v v SEE CIVIL � #4 DWLS. 0 12" 24' w- � DWGSRCH w w CONC. SLAB =III= -III- FIN. FLR. ' CONT: KEY -II C.I.P. WALL -II #4 ® 12" EA. #4 ® 12" EA. p. FIN. GRD. ° P ° o FIN. GRD. _ °' #4 @ 12" EA. FIN. GRD. ° WAY (TYP.) WAY (TYP.) _ - 1 � _ WAY (TYP.) 00 4. ° C.I.P. WALL ° a. #4 DWLS. 12" 24• 24' ? -� I 1=I P ° D � =I I II � DOWELS TO MATCH 3" CLR a -� Ell a P FIN. GRD. #4 ®12" EA & LAP VERT. REINF SOLIDLY GROUT ALL CELLS 1 #5 CONT. T.O.F. EL. =1 � I i - WAY (TYP.) MIN. LAP = 48 BAR DIA. BELOW FIN. FLR. 8" MIN. SEE PLAN ? a a o J.C.I.P. WALL DWL. TO MATCH ° VERT. REINF. 5 ; DWL. TO MATCH DWL. TO MATCH ° T.O.F. EL. VERT. REINF. h T.O.F. EL. VERT. REEINF. T.O.F. EL. ® ` ° SEE PLAN ? SEE PLAN OIL T.O.F. ' ° °' ° . , • ° ° ° , SEE PLAN U Q SEE PLAN AND p : ' Q p SCHED. FOR FTG. P L< SIZE AND REINF. SEE PLAN AND a . SEE PLAN AND °' O SCHED. FOR FTG. SCHED. FOR FTC. z ® J SIZE AND REINF. SIZE AND REINF. O CIO I- SLAB TURN DOWN EDGE SECTION THRU RAMP SECTION THRU ENTRANCE RAM P m O U O OU 67U_ O = " r °° ]z " , f, f rr a - SCALE: 3/4 = 1 -0 o SCALE: 3/4 =1 -0 SCALE: 3/4 =1 -0 V) Uj EXTEND WALL AS FLOOR OR ROOF 8" OR t 2" REQ'D FOR CLOSURE JOIST - Z Qd - - FILL CELLS W/GONG. 2-#5 CONT. 0 4 ` MASONRY OPENING 5'-0" OR LESS 1-,\\-8"x 8" BOND BEAM MIN. BRG. 8" EA. END CLIP L 4x 4x 1/4x 0'-4" _ ® 4'-0"o.c. MAX. - SEE PLAN R t2" FOR REINF. 8" O FILL CELLS W/CONC. EXTEND WALL AS FLOOR OR ROOF REQ'D FOR CLOSURE JOIST L 2x 2x 3/16 ® I I 4'-0"o.c. MAX. I I 2-#5 T. & B. W/#3 TIES © 8" 1 I I W/1800 HOOK (ALT) IN 16 LINTEL BLOCK 3 = • • _ BRACE L 2x 2x 3/, , MASONRY OPENING MORE THAN 5'-0» ' EXTEND TO TOP CH&D MIN. BRG. 8" EA. END 1/8 - _ OF ADJACENT JOIST. (MAX. OPNG. SIZE 12'-0") SEE DETAIL ABOVE - SEE PLAN FOR EXACT LOCATION OF FOR REINF. OPENINGS SEE ARCH. 0�1HTYP.DET.FOR BRACING CMU WALL �= 9 MASONRY LINTEL DETAILS M= 10 $ ~ SCALE: 3/4"=1 ' -0" o ~ SCALE: 3/4"=1 ' -O" 9-22-00 IPERMIT ISSUE DATE ISSUE/REVISION We hereby expressly 2 reserve the property rights to this drawing and it Is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY. CHECKED BY- JOW MAH AE JOB NUMBER 32230201 SECTIONS AND 1 DETAILS 4 OR& Aft, UZ SHEET NUMBER A B C D E F G H J K o E G L 0 O N LO � d- O O Ea , C) 1- N N 4-j 4-j 4-j +-j _O _O n n 3 O O O n N r� n z / 0,0 C N r D m / r- � 1 ai E Q) a Ez a a, z c a a U L Do iq J 1 7 u .' A 1 L a) (1) -` E a O j= L O N _,_. 4- 4� 4- 0 _O n n a ! H J I K 7 101 5 0 3 CV 0 0 K) N m n n z-- 0 oN ry-, Dto m/ A B C � I x. 1 /2"CW N I { F TO F1 X 1 /2"CW & HW —DN TO F-4 3"SAN BELOW FL., FOR CONT. SEE P= r SHEET 601 I n ' WAITING , R E SEAL J. o L { TI 4 l VTR `- , t a _ �--=-r � C--3A - 1 - E- F-2 F-2A 3 _ 1 1 _ , 3 4 CW F-3� 1 A � F-3A - _ � � � „ / MTF 13 FD1, W' I 3 D W/ I ► = 1 /2 CW & HW , i F R2 ON E— ;E, I fE—SEAL • i _ I {' T, DN TO F-3A T T — SHELF 1 VT f _ 2„ � I IT (077TI I 4 > 7 I 4"S�BELOW FL. FOR- -_ _` CDNT. SEE SHEE 601 I _ - i v}` ` '� 21 \ » - „ --- r `. ` ' }i'' 3 SAN 1 1 /2 DN — l CW ;3, Fh -3A (I- ° II ° F-3A 4"SAN BELOW FL., 1 1 ---- -fl FOR CONT. SEE - 1-1/4- f -j SHEET 601 1-1 /4 E �° � ` X FOR FL UR F-5 _0 _0 _ 0 0 1-1 /4"CW AT JOIST SPACE, -„ /j-AFOR CONT. SEE SHEET 601 2 CW AT JOIST SPACE, FOR CONT. SEE SHEET 601 TOILET RMS 106 & 1® 1 � N PLUMEING PLAN 6 0 2 SCALE: 1 /4" = 1'-0" 1 1— 3/, 4"CW ABOVE CEIL., FOR CANT. SEE SHEET 601 i � I 3"SAN BELOW FL., FOR CONT. SEE SHEET 601 �jT------ -,---1 f 2MM-G1= _ V WC 37 4 CW DN TO W H - 3, [ZOU�EQ TD FL 6 F- 6 Lj I_-� r' _= L- L------- i ! _.. -----J 1 /2"CW DN WH-3 BELOW COUNTER, SEE TO ICE MAKER DETAIL ON SHEET 600 BREAK ROOM FILEVCO Y I 20 21 / / 4 ' � I l ° -� TO F-5 F-5 2"CW & 1 /2' F W, FOR CONT. S I[f I SHEET 601 , 4"SAN BELOW FL., CONT. SEE SHFE--T- N 1 /2"CW ! TO F-1 1 /2"HW & CV 2"CW RISE' jUP TO DN TO F-3A - ABOVE CEILING 1 /2"CW -2"CW BELOW GRADE, TO F-1. FOR CONT. SEE SHEET WH-1 ON SHELF, SE 601 DETAIL ON SHEET 60 rH xi* 3"FD W/ RE -SEAL 1 /2"HW & CV DN TO F-3A - 21 E -'.'. P 'I C1 TO2UVV F-1, 6 0 2 SCALE: 1 /4" = 1'-0" r- r r ' I r I 12 Ile IN �I IN r � r '' i \ oR r r Z N, FAT' 601 4» \ �QW Ec 5 E I RE p � �• I \ F�3q F SEAI, I F\ 210 11 TOILET R '�/ % SANITARY RI DIAGRAM 3 'SA \qF W FL., CON \S� SHEET//60 J TO ILEA 210 & 211 3 EPLUMBfNG PLAN 6 0 2 % SCALE: 1 /4" = 1'-0" 1 /4"CW, FOR 3/4"CW ABOVE CEIL., h-0R!--------- CONT. SEE SHEET 601 z z Ld _0 WE z � c, w 8 x 0 E, 0 o I x � H z o CQ CQ n Q � o A 'S w w o a a x 7 w z a = M z z w � � as Cn H W U 7 W d w w H cn x U x 6 V 5 a C/y z o 0 F o ® � a z 0 121 3 9/22/00 PERMIT ISSUE 4 13 00 WNER REVIEW DATE ISSUE/REVISION We hereby expressly reserve the property 2 rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: SR RWR AE JOB NUMBER 32230201 ENLARGED PLUMBING PLANS SAINTARY 1 RISER DIAGRAMS 6Aftk SHEET NUMBER 71 61 51 41 .i o_o _ f I 31 Awill 0 Ln CD O - N M -Z/ O0 0� CK N D M / � � 1 a� E E Z _ O � Z C_ L � N p V) L A B C D F H _ - _ HVAC SPECIFICATIONS 1.01 GENERAL A. PROVIDE ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE AND OPERATING HVAC SYSTEMS. B. MEET THE REQUIREMENTS OF THE 1997 STANDARD MECHANICAL CODE WITH ALL CITY AMMENDMENTS, FLORIDA MODEL ENERGY CODE (SECTION 4), NFPA, AND LOCAL BUILDING INSPECTORS. AIR CONDITIONING UNITS SHALL BE ARI-RATED AND UL-LISTED. C. THE HVAC CONTRACTOR SHALL PROVIDE A ONE-YEAR WRITTEN GUARANTEE FOR ALL MATERIALS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. GUARANTEE SHALL COVER ALL LABOR AND MATERIALS TO REPLACE DEFECTIVE MATERIALS AND TO ENSURE PROPER OPERATION OF ALL SYSTEMS. 2.02 TAKEOFFS A. PROVIDE SPIN -IN CONICAL OR BELLMOUTH TYPE ROUND TAKEOFFS WITH MANUAL VOLUME DAMPER. 2.03 LOUVERS A. FOUR INCHES DEEP EXTRUDED ALUMINUM STATIONARY BLADE TYPE WITH BIRD SCREEN, CHANNEL FRAME, DRAINABLE BLADES EQUAL TO RUSKIN ELF375DX. B. ACCEPTABLE SUBSTITUTE MANUFACTURERS: AMERICAN WARMING, GREENHECK. 1.02 COORDINATION 2.04 DIFFUSERS AND REGISTERS A. BY: TITUS, METALAIRE, OR KRUEGER. A. COORDINATE CONSTRUCTION SEQUENCE WITH THE CONSTRUCTION SUPERINTENDENT. B. ALL CEILING SUPPLY DIFFUSERS SHALL BE TITUS TYPE TMS 24"x24" LAY -IN TYPE. DA B. COORDINATE EQUIPMENT FRAME SIZES, OPENING SIZES, AND LOCATIONS. C. ALL CEILING RETURNS SHALL BE TITUS TYPE PAR 24"x24" LAY -IN TYPE WITH C. COORDINATE DUCT AND PIPE LOCATIONS AND CLEARANCES WITH THE BUILDING 22"x22" NECK.0 CONDITIONS AND OTHER TRADES. ADJUST DUCT SIZES AND LOCATIONS TO AVOID CONFLICTS. OBTAIN APPROVAL OF CHANGES FROM THE CONSTRUCTION SUPER- INTENDENT. CHANGES SHALL BE MADE WITHOUT ADDTIONAL COST. E. PROVIDE O.B.D. FOR ALL CEILING SUPPLY DIFFUSERS. 1.03 SCOPE OF WORK 2.05 SPLIT SYSTEM HEAT PUMPS A. PROVIDE SPLIT SYSTEM HEAT PUMPS AS MANUFACTURED BY A. RECEIVE, UNLOAD, AND RIG IN PLACE ALL EQUIPMENT. COORDINATE DELIVERY CARRIER WITH SUPPLEMENTAL ELECT. HEAT WHERE SPECIFIED. OF EQUIPMENT WITH CONSTRUCTION SEQUENCE. B. CAPACITY SHALL MEET PLANS. B. PROVIDE CONDENSATE DRAIN PIPING ACCORDING TO CODE. C. EQUIPMENT SHALL BE LABELLED AND MEET ENERGY CODE REQUIREMENTS. C. PROVIDE ALL DUCTWORK, FLEXIBLE DUCTS, DIFFUSERS, AND REGISTERS, LOUVERS, D. PROVIDE NEW 2" THICK 30% EFFICIENT FILTERS. AND EXHAUST FANS. INSULATE DUCTWORK AS SPECIFIED. E. PROVIDE NON -PROGRAMMABLE ELECTRONIC THERMOSTAT FOR EACH SYSTEM. D. PROVIDE CONTROLS AND LOW VOLTAGE AND 120V CONTROL WIRING. POWER WIRING BY ELECTRICAL CONTRACTOR. E. BALANCE AND TEST SYSTEMS. SUBMIT REPORT TO ARCHITECT/ENGINEER. 2.06 HVAC AND CONDENSATE DRAIN PIPING F. PROVIDE PROJECT CLOSE-OUT DOCUMENTS AS SPECIFIED. G. CUTTING AND PATCHING FOR ALL MECHANICAL WORK SHALL BE THE RESPONSIBILITY A. PROVIDE ASTM B88, TYPE L HARD DRAWN COPPER DRAINAGE PIPING. OF THE MECHANICAL CONTRACTOR. COORDINATE REQUIREMENTS AND OBTAIN APPROVAL B. PRESSURE TEST PER CODE. FROM THE CONSTRUCTION SUPERINTENDENT BEFORE CUTTING ANY BUILDING MATERIALS. C. PITCH HORIZONTAL PIPING AT 1/4" PER FOOT IN DIRECTION OF FLOW. H. OBTAIN AND PAY FOR ALL MECHANICAL PERMITS, FEES, AND INSPECTIONS. D. PROVIDE CLEANOUTS AT END OF RUN AND AT EVERY 909 ELBOW. E. PROVIDE TRAP AT EACH UNIT WITH DEPTH TO EXCEED UNIT SUCTION PRESSURE BY AT LEAST 1.5". PROVIDE CLEANOUT AT BOTTOM OF TRAP. PROVIDE VENT FOR 2.01 DUCTWORK EACH TRAP THAT HAS OVER 10 RUN. F. PROVIDE ALL PIPE SUPPORTS AS REQUIRED. A. SHEET METAL DUCTS: G. INSULATE ALL CONDENSATE DRAIN PIPING WITH 1 /2" ARMAFLEX INSULATION. 1. GALVANIZED_ STEEL PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 2" W.G. PROVIDE WHITE ARMAFLEX FINISH FOR ALL EXPOSED INSULATION. DUCT -REINFORCEMENT, SEAL CLASS B: REINFORCEMENT JOINTS, CLOSURES, AND SEAMS AS REQUIRED BY SMACNA. MEET OR EXCEED UMC MINIMUM SHEET METAL THICKNESSES. 2.07 EXHAUST FANS 2. HANGERS: SUPPORTS FROM THE BUILDING STRUCTURAL STEEL. DUCT HANGERS SHALL CONFORM TO SMACNA TABLE 4-4 USING STRAPS AT 8 FEET MAXIMUM A. PROVIDE GREENHECK FANS AS SHOWN ON THE PLANS. SPACING. DO NOT HANG FROM METAL DECK OR JOI:'i)'T BRACING. B. ACCEPTABLE SUBSTUTITE: ACME, COOK. 3. FITTINGS: PROVIDE 1.5 RADIUS TURN ELBOWS. PROVIDE TURNING VANES FOR ALL SQUARE TURNS PER SMACNA FIG. 2-4. 2.08 HVAC REFRIGERANT PIPING 4. SEALANT: SEAL ALL JOINTS AND SEAMS WITH UL 181 CLASS 1 RATED SEALANT. INTERIOR DUCT SEALANT SHALL BE HARDCAST IRON -GRIP #601 OR AN APPROVED A. COPPER TUBE: ASTM B 280, H58 HAIRD DRAWN OR 060 SOFT ANNEALED. SUBSTITUTE. 1. FITTINGS: ASME B16.22 WROUGHT COPPER. 2. JOINTS: BRAZE, AWS A5.8 BCuP SILVER/PHOSPHOROUS/COPPER ALLOY. B. DUCT INSULATION: B. COPPER TUBE TO 7/8 INCH (22MM) OD: ASTM B 88 (ASTM B 88M), TYPE K (A), ANNEALED. 1. ALUMINUM FOIL FACED 2" THICK DUCT WRAP ON ALL SUPPLY DUCTS FROM RTU TO 1. FITTINGS: ASME B16.26 CAST COPPER. FLEXIBLE DUCT CONNECTIONS. 2. JOINTS: FLARED. 2. SEAL ALL JOINTS VAPOR TIGHT. C. FLEXIBLE DUCTS SHALL BE CLASS 1 FOR PLENUM USE, FACTORY -INSULATED WITH 2" C. PIPE SUPPORTS AND ANCHORS: THICK FIBERGLASS (R6 MINIMUM) INSULATION FACED WITH REINFORCED FOIL 1. CONFORM TO ASME B31.5. VAPOR BARRIER. USE METAL STRAPS WITH STAINLESS STEEL CAM -TYPE FASTENERS. 2. WALL SUPPORT FOR PIPE SIZES TO 3 INCHES (75MM): CAST IRON HOOK. D. DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS FOR AIRFLOW. 3. VERTICAL SUPPORT: STEEL RISER CLAMP. E. EXHAUST DUCTS ARE UNINSULATED SHEETMETAL. 4. COPPER PIPE SUPPORT: CARBON STEEL RING ADJUSTABLE COPPER PLATED. 5. HANGER RODS: MILD STEEL THREADED BOTH ENDS, THREADED ONE END, OR CONTINUOUS THREADED. USE GALVANIZED STEEL WHERE EXPOSED TO ELEMENTS. 2.09 REFRIGERANT MOISTURE INDICATORS �,. �, ICAT0_La,,. SING -LE PjRT_ TYPE,: UL LISTED, WITH COPPED, OR BRAS BODY, FLARED Off SOLDER. �1DS, SI H �.y GLASS, COLOR CODED PAPER MOISTURE INDICATOR WITH REMOVABLE ELEMENT CARTRIDGE AND PLASTIC CAP; FOR MAXIMUM TEMPERATURE OF 200 DEGREES F (93 DEGREES C) AND MAXIMUM WORKING PRESSURE OF 500 PSI (3450 kPa). 2.10 REFRIGERANT FILTER -DRIERS A. REPLACEABLE CARTRIDGE ANGLE TYPE: 1. SHELL: ARI 710, UL LISTED, BRASS REMOVABLE CAP, FOR MAXIMUM WORKING PRESSURE OF 350 PSI (2410 kPa). 2. FILTER/DRYER CARTRIDGE: PLEATED MEDIA WITH SOLID CORE SIEVE WITH ACTIVATED ALUMINA, FILTER ARI 730 RATING FOR CAPACITY. 2.11 HVAC REFRIGERATION PIPE INSULATION A. INSULATE ALL SUCTION PIPING WITH 3/4" ARMAFLEX INSULATION. B. PROVIDE WHITE ARMAFLEX INSULATION FOR ALL EXPOSED PIPING. 3.01 BALANCE AND TESTING A. THE CONTRACTOR SHALL BALANCE THE AIR SYSTEMS TO DELIVER THE QUANTITIES SHOWN WITHIN 100 TO 105%. B. RECORD TOTAL AIR SUPPLY FLOW CFM FOR THE AIR CONDITIONING UNIT BY TRAVERSING THE SUPPLY DUCT AND OUTSIDE AIR INTAKE. RECORD AIR QUANTITIES FOR DESIGN, INITIAL AND FINAL FOR EACH SUPPLY AND RETURN REGISTER/DIFFUSER. C. RECORD AIR CONDITIONING UNIT INLET AIR DB AND WB, DISCHARGE CFM DB AND WB, VOLTS, AMPS ON EACH LEG. D. ADJUST AIR THROWS OF THE SUPPLY DIFFUSERS TO YIELD EVEN AIR DISTRIBUTION THROUGHOUT THE SPACE. E. RECORD EXHAUST FAN CFM, NAMEPLATE AMPS, RUN AMPS, NAMEPLATE VOLTS, RUN VOLTS. F. SUBMIT BALANCING REPORT TO ENGINEER FOR APPROVAL BEFORE FINAL INSPECTION. 3.02 PROJECT COMPLETION A. PROVIDE FACTORY STARTUP AND ADJUSTMENTS. SUBMIT REPORT TO ENGINEER. B. SUBMIT BALANCING REPORT BEFORE FINAL INSPECTION. C. OPERATE ALL HVAC UNITS, CHECK OPERATING MODES, CALIBRATE THERMOSTATS, CHECK FAN OPERATION AND INTERLOCKS. D. INSTALL A NEW SET OF AIR FILTERS AT FINAL INSPECTION. E. PROVIDE 3 COPIES OF SHOP DRAWINGS AND MAINTENANCE MANUALS. GENERAL NOTES 1. HVAC FOR OFFICE AREAS SHALL UTILIZE A PLENUM RETURN. 2. ALTERNATES TO THE SPECIFIED EQUIPMENT MANUFACTURERS SHALL BE CONSIDERED. rz W: w a w o ,± z z w � V � oe U Lu 0 0 o U � Q,' z C> Cq C Cq O 0 x o w w w w � w 0.4 z F d 0.4 z a w z Cq ►'� w ti � U� M a d H z w � � � w d w w A H W W V �%�w LL �/ z 0 O -' ® `_ D O m F- LL o z ® LU c¢n z ad 9/22/00 ERMIT ISSUE 4 13 00 WNER REVIEW DATE ISSUE 'REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RWR AE JOB NUMBER 32230201 WAG 11,511 AND NOTES 6 1- gelr& ou SHEET NUMBER A B i C D E F G H J K A 8 7 6 B I C D E F II I G H K ELECTRICAL ri A-" TRANSFORMER 1-4 SEE DRAWING 652 FOR ENLARGED PLAN OF THIIS AREA. C1 2) (4 7) 354!-0' . . . ......... .. 97 -16- 27'-6' 2, 2' V — — — — — — — — — — — — — — — n — — -- — — — — — — — -- — ----- — — — — — — — — — — — — — — — — — — — — T r-T rn F T-- II 7�- w- %N TRUUKU� - ; I F17 F-3 BREA kXt ki L 2=0 1 - I _---- ____El �r] 7 — - ! N- 001 jk] Ili A,;j Ll U91 0I I ^_ j oil ! I i i I I I- I i _ _ _ :'"r. '� F I EF 1 E)IFUT EF I 17 ,�, `_� � �� I EF EF FA , _ ; € -. 5 6 I I -� Rr_r�t ; .......... ARC __ y1ST I �; I I I I Q I�; 45i iT I { ,�� ,� r � I I I I i �; ; �I I I I I i-' °i I I -�r r Ro fl FA�.CE I r .. x __.V_' ''`, - '_ T �irl 'y l)7 SE DRAWING 652 FOR ENLARGED i I ice`LA =Z IMF= = t PLAN OF THIIS AREA. r I �x�INOMENS CORR. CORR. QFFIQ C-1 I I { { �, I I I i. I i I i I I I I I i= I i �} r� } 1- i I II I I i ! I I I I I I I PO - ' I I I I i ! I I I I I I I IV- OFFIg-, I I II I I ! I' I_ 2 1=4 ID -A -x j t l jjI N-� I , { DRY STORAGE YJARE-HOUSEI i ! I,t l ! I ! iI I I I I\\1 NN 0,/ _ — aai 1 / liJ 4 ''` I F-REFICR II ! I ! I I C-00LER 4_ I r .n Z =1 EHOUSE WAR' /Z N UP I I I I I I I 10=3 CD -x -x ,�r X11 \N EP7 X- Nl� -X T 7' / I I i I I I. I I I I I I I 1 -N FrFZF UTIJI { I I I I i 1 00 xI 1 - F- � �i� dill 5 4 0 01 ,-"N LO 014 0 Q) a) E 4- j 4- 04— 0 n n (3) Z1 -0 to (D 0 M n 0 0re) 01C\4 Of -0 D M 7) D A I If I I I 16"0 1 /Z VENT I'N F-:7 P 5F-7 [�-=L 6 TUBE I I !, _L=4 , a�� - (TYP1, I I i I I I I.) N3 'N LIM BREAK ROO, FILES CO -I E'j: I ! I I I I! i I IN ROO\ x > I I I I I I I I NN- -�� Ix ui L L16i z Lea ;I0 M C4 C> E-- V- E- C> C-> CQ w O Z E- z z 0 Z W > E-1 0-4 �a ti 6 I I I I I ii I C I I I I � �,,:; I .. OFFIC I V I I `I� x I i I I I I I I I I ,.�� Zz213 - - __. M- CONFERENCI I I I I I I I Ii i rn. 171- 179 F6 -0-1I I x N� 7V _ —1 'U.O.N. Typ.i I I I I I I I I i ,, I I I I i I i I I I I I I I I I r Ir-o» OFFIC N x , 0 LL. I ,I „ I I I I I I I, I I i I, I . � 1,4 CK LL 0 BATTERY CHARGING AREA V) LL- r t z I < I =10 W Mal I KH I V rn_ - z od Lj LV 5 HVAC I HVAC PROVIDE 6"0 P' C VENT COND UNIT COND. UNIT 4 --TrJBES`-(TYPFCAQ-C­OM­PL-ETE— WITH 1/4" WIRE MESH SCREEN ON EACH END. PITCH VENT TUBES 2'-0" MINIMUM FROM INLET TO OUTLET. — --f— ----41 — — FIRST FLOOR PLAN SCALE: O'— 9/22/00 PERMIT ISSUE 4 13 oo bWNF-.P\ REVIRJ DATE SUE/REVISION .......... We kraby expressly reserve. tho property rights to this drawing and It Is not to be reproduced, copied in any format or manner whatso�5vor without fimt obtaining our expre-s,,-, written permission and consent. DRAWN BY: C ECKED BY: RWR AE JOB NUMBER 32230201 WACD' FLOCOR'3' FL-1- SHEET NUMBER 2 A B C "r-7 K D E F � 11 REFRIGERATION EQUIPMENT LEGEND SINGLE CONDENSING UNIT HOUSING W/ TWO SEPARATE CONDENSING UNITS, 460/3/60 A-1 EACH UNIT COMP. R.L.A. = 33.0 L.R.A. = 187.0 COND. F.L.A. = 9.6 TOTAL UNIT AMPS = 76.1 FOR BOTH UNITS M.C.A. = 84.0 B-1 SAME AS A-1 ABOVE A- 2- ELECTRIC DEFROST EVAPORATOR, 450/3/60 & FAN MOTORS ARE SINGLE PHASE WIRED FOR B-2 3 PHASE POWER SUPPLY F.L.A. = 7.3 C-1 CONDENSING UNIT 460/3/60 COMP. 14.1 & R.L.A.,85 L.R.A.;COND. 4.2 F.L.A.;TOTAL UNIT AMPS D-1 18.8;MIN.CIRCUIT AMPACITY 23A C-2 & AIR DEFROST EVAPORATOR 460/1/60 3A EACH D-2 E-1 CONDENSING UNIT 460/3/60 COMP. 10.5 & R.L.A., 60 L.R.A.;COND. 2.1 F.L.A.; TOTAL UNIT AMPS F-1 13.1; MIN CIRCUIT AMPACITY 16.OA E&2 AIR DEFROST EVAPORATOR 460/1/60 3A EACH F-2 *****EVAP. COILS A-2 & B-2 ARE WIRED TO NOTES CONDENSING UNITS A-1 & B-1 AND ADDED TO CONDENSING UNIT TOTAL AMP LOAD. *****EVAP. COILS C-2,D-2,E-2,& F-2 ARE WIRED DIRECT TO ELECTRICAL PANEL. REFRIGERATION EQUIPMENT SCHEDULE A-1 RUSSELL, MODEL VS461-44 B-1 RUSSELL, MODEL VS461-44 A-2 RUSSELL, MODEL UEL6-1890 B-2 I RUSSELL, MODEL UEL6-1890 C-1 RUSSELL, MODEL DS7H22 D-1 RUSSELL, MODEL DS7H22 C-2 RUSSELL, MODEL AA66345B I D-2 RUSSELL, MODEL AA66345B E-1 RUSSELL, MODEL DS71-122 F-1 RUSSELL, MODEL DS71-122 E-2 RUSSELL, MODEL AA6629513 F-2 RUSSELL, MODEL AA66295B 1of 2 306 306 14 .-------------- ---- I I , P 1:12 13 I �— RAMP I v, I---[1-- �� - -- os �uuowuuru em s � nm"� ■unuLauuuui■■wwn— ;au��n o_ _ -------- ---- -- --- `` 1 - - - , 108A 1088 _= 1 100A I eD , e0c 100D i 100E UO 1DQG WAREHOUSE , 1102A ]026 102C 6"W x 6"H O 1 i ED N. 18" W PAINTED WHITE MANAGER I CONC. CURBr BRACING I ( 105 0 /^ M RODIENT STRIP I GUARD POST — I --- \ — — — — — — — — — i- / 1at ( I i REFRIGERATED 4" IMPI F I INSULATED VIEW WINDOW W PAINTED WHITE r- \ (TYP.) 1 ( } 101A P I 2 107 / ©I > I DOCK AREA 45 I RODIENT STRIP H I o, 6'-0" x 8'-0" HORIZONTAL N I 1 III 106A I B COOLER SLIDER DOOR N 6'-0" x 8'-0" H031ZONTAL LER 38 2 SLIDER PLASTIC W�PLASTIGSR➢PU�T N102E 9'-9' 9'-9' 9'-9' I 9-9 f SII8'-4' t 8'-4' t 8'-4' t V-4' 1107A jL' 1 ( I I o EWC o 0 0 0 o I - - "U" GUARD POST TYP. BOTH SIDES 102E o SEE 7/308 I NAll A04A _ — — — — — — — — — — — — — — — — — — — J g• — � I I 1 \ \ I I I I I I 302 I 1 I04E I CONC, CURB I "U" GUARD POST 1 i , TYP, BOTH SIDES I I TYP. BOTH SIDES SEE 7/308 I I I r _ FREEZER SLIDERHORIZODOORMALLo I I I 6" MTL. STUD WITH 5/8" GYP. BD4" IMP. ' ' 1 / I I ' ( ON BOTH SIDES TO UDERSIDE OF DECK. / I I I i I I 1 E I 2"x12" P.T WOOD KICK BOARD I MOUNTED TO STEEL BRACKET DRY STORAGE WAREHOUSE I I I 1 1 00 I 1 I 3 I WAREHOUSE ( ( I ( I /! FREEZER — o° o CONC. FLOOR W/ SEALER i 104 ' ( < < 1 1 I I I 11 ---------- — —_ —_ ---_ _ _ T __ _ ---_ —_ _—_ —'� _ —_ —— _ _ __________ __ _______________ _ _, . _ i_____________�________________ _________-__�__- -- FUT R/�EEZE I 4 1 I I I I PN 1N ( I I j Lo co E10 I / 6 ( I I I ( I ► // 1 I I I I I 3 J13 I I RELOCATED FREEZER L_ ( , I I \I SUPPLIED BY OWNER 76'-3" I I 128'-9" I 27'-6• 55. Lo- EL STAIR , FLOOR SEALER TO TERMINATE I ( I 0 SAW CUT JOINT I I I I I / 1 A-2 I 8-2 I I I ( I EYE WASH SHOWER ( ( ( ( / I 1 w� 4" IMP I CONC. CURB 104, TYP. QQTH SIDES BATTERY CHARGING AREA I ' " 110 6'-0"x6'-0" 18" W PAINTED WHITE 1 6'--0"x6'-O" s-o"xs'-o q 0 I 1 PBD I MECH. LOUVER (TYP.) XY FLOOR MECH. LOUVER (TYP.) RODIENT STRIP MECH. LOUVER (TYP.) I "I ' -----------=--_�--_---- 1±QE- ACID RESISTANT EPO COATINGININ THIS —IS AREA ON—L -e _ _--- - — - — - - — - — - - FACE OF CMU `' 3'-to}' s_o• s'-o' s'-o' 3'-1�" X-BRACING 7 3'-tad' s'-o' s'-o' s'-o' 3'-to§" I X-BRACING 3'-10}' s'-o"-- s'-o" s'-o" 3' I X BRACING (18" W RODIENT STRIP M.O. M.o, M.O. M.o. 18" W RODIENT STRIP M.o. M,o. 8" SPLIT -FACE CMU 1 BLOCK 0 8'-0" AFF. (TYP.) 309 ( w/ MTL. PANEL AND GIRT ABOVE TT- A-1 8-1 11 II ---— — — — — — — — — — — — ----------------------------------------f---------------_-------------------------�---------------ROPERTYLINE -- -- REFRIGERATION EQUIPMENT LOCATION PLAN 5/5211 I 1-011 4" 1102 _ I 103A 1�3BI ' 'U" GUARD 0 TYP, BOTH ID SEE 7/308 I I I I 103 rs I 1 I 6"W x 6"H • —I-- +I CONC. CURB I •iit, �Z�1! , lui ;�� �l� ®i � IlI�jjII�I���... i • It 202 0 lin Al 205A 29 05] 207 207A I 212A WOMEN FE]CORR. ' CORR. 210 Fa FICE I E 209 ( 212 - i 210 I 213A 214A I • 212E 2}1 )211A I / 1 \ 1 1 1OPEN --TT1OFFIC I I I I --1J� 215 I— I I I II I T 1 1 I_ 1 1 1 I I I 11 1 Ij . I 1J_l 0 N I I 9 �O8 I --FACE OF CMU --�j I I I I I 1 1 I I I I , 1J..1 Z I W i OCL ` 1 I I �I W RODIENT STRIP I o I 4L J -0 I —I I_J - I OFFICE `� I I — I BREAK ROOM FILES/CO PY 1 as` I I 220 216 // \\ 217A 1 < I I I I LLJ c 1 IL ITI m o219A OFFICE 21S ; \ 3 0 2 Iv, CONFERENCE 2 99 1 218A 1 I - 0 I 221A N STEEL STAIR 1 223A \ .�1 I I OFFIC OFFICE F2211 1 r I 223 CI ----- B 4" IMP* 103C I I 1 2226 I ' 22C `1 EMPMEE ENTRANC' -C77222A ( CONTRO R D RACCESS f l I :2�- --- - ---- -I-- 22 I —_------- —7__ — ----- 1 FACE OF CMU I I 1 6 I I I I 1 - ----- --- f--------------------I-------- I -- I 5'-8' 5'-8' r- V) z 0 0 5 w c� N ca -� w LL- Li 00 U 1 I� o N 0 � W r- m/1- v 0 l7 I— �— I� r C 1 = t 7 l� Ln U o/ cu W z In m z � z Q U o Q W 3 Q U a7; _. z Q o o ry 0 0 --� 0 0 Ll_I I I V/ W 0 �< C�d < W � PLANS city or savoRD REFRIGERATION EQUIPMENT PLAN & NOTES DWN/CKD WES DATE 10/10/00 Boa A B G D E I F G H I J I K i 7 u 5 m 3 0 O N O L� �3 rn d- O � U +� E o f= 2 Q)Q) 4_j 4- 0 0 N L0 O n N m z� O o� C) N m/ NMI WAREHOUSE 'S!ft ,j A • F OFFICEf PLAN 8x6 -E� 8x8 200 N V 0 M E N 0 I EF 8 12x12 �- 12x8 E 12x12 400 0 1 -------- -I----------------- I 1 I DR ;1 ,.Z1 K-3 1 X [ 1� _ =; CARR �.R 4A1-01 D 1 THRU HEAT PUMP 10,44Qi T,J-HR COOLING 9 ,10 9/ H R HEAT PUMP -=5 200 gTU/HR ELECTRIC HEATI / 6© 20 AMP FUSE 10.0 'R r I 0 I I "H" SPLIT SYSTEM NEAT PUMP SCHEDULE MARK AREA SERVED FAN COOLING HEATING VOLTS/ PHASE AHU MCA MANUF. MODEL NUMBER COND. UNIT CU _ON GRADE NOTES SYSTEM EER/COP SYSTEM SEER TOTAL AIR CFM OUTSIDE AIR (CFM) NOTES 4,5 EXT. S.P. IN. W.G TYPE FAN (HP) UNIT UNIT ELEC. HEAT VOLTS/ PHASE SYS. KW CU. MCA MANUF. MODEL NUMBER COIL ENT. AIR AMB. AIR TOTAL COIL SENS. MBH HIGH/LOW KW CFM dB *F wB 7 dB °F MBH MBH AHU-1 EAST OFFICES 2745 360 0.75 BELT DRIVE 2.4 2745 80 67 95 87.6 64.2 83 46 ---- 460 3 60 3.3 CARRIER 40RMQ008 460 3 60 5.92 21 CARRIER 38AQS008 1 9.8 3.0 -- AHU-2 WEST OFFICES 1370 240 0.6 FC 3 4 1370 80 67 95 45.3 31.6 48 31.6 ---- 208 230 -1 CARRIER FB4ANB048 208 230 -1 4.73 32.7 CARRIER 38AYCO48 1 -- 11.0 REMARKS A. EXTERNAL STATIC PRESSURE CONSISTS OF DUCTWORK, AND AIR DEVICES. E. PROVIDE AUXILLARY DRAIN PAN PER SMC. B. PROVIDE NON PROGRAMABLE HEATING/COOLING THERMOSTAT. C. PROVIDE ALL REQUIRED ACCESSORIES FOR LOW AMBIENT OPERATION. D. PROVIDE DISCONNECT FOR FAN UNIT (AUH). DISCONNECT FOR OUTDOOR UNIT SHALL BE FURNISHED BY DIV 16. NOTES 1. PROVIDE CONCRETE PAD FOR CU'S AS NOTED ON DWGS. EF SF FAN SCHEDULE �I MARK _ SERVICE _ -TOTAL AIR E.S.P. UNIT TYPE - R DRIVE ROOF/WALL UNIT FAN FAN (HP) VOLTS/PH MANUFACTURE MODEL NOTF_S CFM IN_ W.G.) OPENING WT. RPM NUMBER EF-1,2 WAREHOUSE 108 16,000 _ 0.125 WALL, PROP. BELT 57-3 4" SQ. 175 383 3 4 460 3 60 GREENHECK SBE-1H48-7 1,4 EF-3,4,5,6 DRY STORAGE 100 s 161000 0.125 WALL PROP. BELT 57-3 4' SQ. 175L 383 3 4 460 3 60 GREENHECK SBE-1H48-7 1,4 EF-7 DELETED EF-8 _ T.R. 106 & 107 _ 600 0.375 WALL, CENT DIRECT 11-1 : n SQ. --- 1550 1 15 11 5 1 60 GREENHECK CW-90D 3 EF-9 TOILET 204 170 0.250 CEILING, CENT. DIRECT ---- --- 1400 100 WATTS 115 1 60 GREENHECK CSP-218 6 EF-10 T.R.&C. 208,210,211 360 0.375 CEILING, CENT. DIRECT ---- 23 1350 144 WATTS 115 1 60 GREENHECK CSP-228 g 7 EF-11 BATTERY CHARGING 530 0.125 WALL CENT. BELT 13-1 2" SQ. ---- 990 1 4 115 1 60 GREENHECK CWB-98-4 8 SF-1 OFFICE PLENUM 840 .125 IN LINE, CENT. DIRECT ---- 59 900 328 WATTS 115 1 60 GREENHECK CSP-260 REMARKS A NOTES 1. PROVIDE WALL HOUSING, WALL HOUSING GUARD, DAMPER AND DAMPER GUARD. 6. PROVIDE ROUND DUCT CONNECTOR AND HOODED WALL CAP. 2. PROVIDE WALL GRILL, BIRDSCREEN AND DISCONNECT SWITCH. 7. PROVIDE HOODED WALL CAP WITH BIRDSCREEN AND DAMPER. 3. PROVIDE BIRDSCREEN AND DISCONNECT SWITCH. 8. PROVIDE WALL GRILL, BIRDSCREEN DISCONNECT SWITCH AND EXP. MOTOR. 4. PROVIDE COMBINATION STARTER. 5. PROVIDE SPRING BASE ISOLATORS, MOTOR COVER/BELT GUARD, DISCONNECT SWITCH AND MANUAL STARTER. AIR DISTRIBUTION DEVICE SCHEDULE MARK DESCRIPTION APPLICATION MOUNTING FACE SIZE MATERIAL FINISH MANUFACTURER MODEL NOTES A CEILING DIFFUSER OFFICE CEILING LAY -IN 24 X 24 STEEL OFF-WHITE BAKED ENAMEL TITUS TMS 1 B CEILING SUPPLY REGISTER T.R. CEILING SURFACE AS SCHEDULED ALUMINUM OFF-WHITE BAKED ENAMEL TITUS 300fL R CEILING RETURN OFFICE CEILING LAY -IN 24 X 24 STEEL OFF-WHITE BAKED ENAMEL TITUS PAR E TOILET EXHAUST TOILET ROOM SURFACE AS SCHEDULED ALUMINUM OFF-WHITE BAKED ENAMEL TITUS 50F DC DOOR GRILL DOOR GRILL SURFACE 22 X 22 ALUMINUM OFF-WHITE BAKED ENAMEL TITUS CT-70OLI 2 REMARKS A NOTES 1. OPPOSED BLADE DAMPER, CONTROLLED 2. AUXILIARY FRAME. FROM DIFFUSER FRONT. LOUVERS CFM SIZE MANUFACTURER MODEL NOTES MARK LOCATION WIDTH HEIGHT DEPTH NUMBER l-1 2 WAREHOUSE 108 16000 6 FT. 6 FT. 4 RUSKIN ELF375DX 1 2 l-3 4 5,6 DRY STORAGE 100 16000 6 FT. 1 6 FT. 4 BUSKIN ELF375DX 1 2 L-7 MAIN OFFICE AREA 840 2 FT. 1 2 FT. 4 BUSKIN ELF375DX 1,2 REMARKS A LOUVER COLOR SHALL MATCH VARCO-PRUDEN BLDG. 'ASH GRAY'. B - NOTES t, 557. NOMINAL FREE AREA 2. 873 FT./MIN. (MAX) FLOW THRU FREE AREA. - A B C D E F K TO .. Ua w z t� 8 0 0 i x � H z , o m n o Cn � �6 A � a w1 W x 1 7 W z z Lid z U � a A � w � � w �a w A frr-1 w 1�1 MM V .-1 6 C) L<L. < z 0 0 U J :) m 0 FLL o ca can z 06 Ir I 5--- 4 3 9/22/00 FERMIT ISSUE 4 13 00 ER REVIEY,' DATE ISSUE/REVISION We hereby expressly reserve the property 2 rights to this drowing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: AE JOB NUMBER 32230201 ENGEC WA ill FIMD ADD 1 SCHEDULES SHEET NUMBER H Q _ 7 C r. w.'s 8 7 3 3 2 I i C L 0 0 \d pq' N 0- 0 o ,- n o r n r N I K 3 7 3 3 I 2 1 0 0 N 00 d- I� 0 a) Q) E 0 o� a) Q) 4_, 4_j o O �1wam 7 0 a C! 3 2 A B C D E F G H DP - 48OZ277 VOLTS, 30 4 WIRE - S/N 25,000 AIC 800 AMPS DOMAIN BKR. ❑MAIN SW. QM.L.O. @ 480 VOLTS GND.FAULT PROT, A SHUNT -TRIP ❑ TOP OR Q BOTTOM FED Kr 1 DESCRIPTION OF LOAD PP1 FEEDER SIZE KVA 106.6 POLES 3 FRAME 400 TRIP 400 WIRE CU 4-500 KCMIL, #3G CONDUIT 3 1/2" 2 LP1 3 250 200 4#4/0, #4G 2 1/2" 82.0 3 RP1 & RP2 3 100 70 3#4, #8G 1 1/4" 54.0 4 3 5 3 6 3 7 3 8 3-� 9 3 f .F 10 3 11 3 d k 12 3 13 3may--- 14 3 _ m 15 16 3 3 t \ a a 17 3 l000m% 18 3 19 3 45 , 20 3 21 3 FED FROM: UTILITY TRANSFORMER 1 1. TOTAL LOAF : 2;432.6 KVA PAN EL- LP 1 - 480 277ALTS, 30 4 WIRE - S/N 25,000 AIC -200 AMP§❑ MAIN BREAKER OR DO M.L.O. ® 480 VOLTS ❑FLUSH OR ❑ SURFACE MOUNTED ❑ TOP OR BOTTOM FED KVA SERVES TJIPKT A B c CKT TRIP SERVES KVA 3.2 COOLER LTG. 1 2 20 FREEZER LTG. 4.1 4.1 LTG -FREEZER 20 3 4 20 LTG -DRY STORAGE 3.6 3.6 LTG -DRY STORAGE 20 5 6 20 LTG -DRY STORAGE 3.9 3_6 LTG -DRY STORAGE 20 7 8 20 LTG -WAREHOUSE 2.7 2.6 LTG -OFFICE 20 9 10 20 LTG -WAREHOUSE - 2.7 2.2 LTG -OFFICE 20 11 12 20 EXT. LTG. 3.5 2.6 LTG -OFFICE 20 13 14 20 EXT. LTG. 3.8 2.3 EF-1 & EF-2 20 15 16 20 EF-3 ,EF-4, EF-5, EF-6 4.7 / 17 18 e / 2.7 AHU-1 20 19 21 20 22 30 CU-1 17.5 / 23 24 e 25 26 2.0 WH-1 20 27 28 20 WH-2 2.0 29 30 e _11/ 20 31 32 20 20 133 34 20 _ / 35 36 20 37 38 20 / NIGHT LIGHT-WH ±3.6 / 141 U42 NIGHT LIGHT -OFF T- ---- - � .4 FED FROM: MDP TOTAL LOAD: 82.0 KVA PANEL- PP1 - 480Z277 VOLTS, 30 4 WIRE - S/N 25,000 AIC 400 AMPS ❑ MAIN BREAKER OR ❑ M.L.O. ® 480 VOLTS ❑FLUSH OR ❑ SURFACE MOUNTED ❑ TOP OR 0 BOTTOM FED KVA SERVES TRIP CKT B C CKT TRIP SERVES I'NA 10.("1 BATTERY CHARGER 20 1 2 20 BATTERY CHARGER 10.0 / 3 4 \ / 5 6 \ 10.0 BATTERY CHARGER 20 7 8 20 DOCK CU 13.3 / 9 10 e / 11 12 \ 13.3 DOCK CU 20 13 14 30 COOLER CU 19.2 15 16 \ 17 18 \ 19.2 COOLER CU 30 19 20 20 DOCK COILS 5.8 / 21 22 \ / 23 24 20 5.8 COOLER COILS 20 25 26 20 / jL 27 28 20 20 29 30 20 20 31 32 20 20 33 34 20 / 35 36 20 37 38 20 / 39 40 / 41 42 e FED FROM: MDP TOTAL LOAD: 106.6 KVA PANEL- KVA RP 1 SERVES 1.2 REC.-OFFICE 1.2 REC.-OFFICE 0.5 EWC 1.2 REC.-OFFICE 1.2 REC.-OFFICE 1.2 REC.-OFFICE 1.2 REC.-OFFICE 1.0 REC.-OFFICE 1.0 REF. 0.5 DISPOSAL 1.0 REC.-DRY STORAGE RESTROOMS 1.0 REF -DRY STORAGE 0.5 EWC 1.0 DOCK 1.0 DOCK 1.0 DOCK 1.2 FREEZER DOOR STRIP HEATER 1.2 FED FROM: MDP 208/120 150 AMPS OR TRIP CKT VOLTS, DOMAIN ❑ A B 30 SURFACE C CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 4 WIRE - S/N 18,000 AIC BREAKER OR ❑ M.L.O. ® 240 VOLTS MOUNTED ❑ TOP OR BOTTOM FED TRIP SERVES KVA ❑FLUSH 20 1 20 REC-OFFICE 1.2 20 3 20 REC-OFFICE 1.2 20 5 20 REC-TEL/COM 0.8 20 7 20 REC-OFFICE 1.0 20 9 20 REC-OFFICE 1.2 20 11 20 REC-OFFICE 1.2 20 13 20 REC-OFFICE 1.2 20 15 20 REC-OFFICE 1.2 20 17 20 COPY 0.5 20 19 20 COPY 0.5 20 21 20 REC-WH. MANAGER 0.8 20 23 20 REC-DRY STORAGE 4 1.0 20 25 20 REC-DRY STORAGE ___[1.0 20 27 20 REC-WAREHOUSE 0.6 20 29 131 20 REC-DOCK 11.0 20 20 REC-DOCK 1.0 20 33 20 FREEZER DOOR STRIP HEATER 1.2 35 FR EZER DOOR STRIP HEATER 1.2 20 37 20 39 41 e TOTAL LOAD: 35.9 KVA - 208/120 VOLTS, 30 - S/N 18,000 AIC PANEL- RP2 150 AMPS -.A--WIRE DOMAIN BREAKER OR ❑ M.L.O. ® 240 VOLTS - ❑FLUSH OR ❑ SURFACE MOUNTED © TOP OR BOTTOM FED KVA SERVES TRIP KT ABCCKT TRIP SERVES KVA 0.3 AHU-1 20 1. 2 45 CU-2 6.8 / 3 4 \ 7.5 WH-2 50 5 6 20 1 EF-8 0.2 / 7 8 20 EF-9 0.1 0.2 EF-10 20 9 10 20 SF-1 0.3 - 0.7 EF-1 1 20 11 12 20 20 13 14 20 20 15 20 20 17 ]20 20 20 19 20 20 21 22 20 20 23 24 20 20 25 26 20 20 27 28 20 20 29 30 20 20 31 32 20 20 33 3420 20 35 36 20 20 37 38 20 20 39 40 20 FIRE ALARM 1.0 20 41 42 20 SECURITY 1.O FED FROM: MDP -TOTAL- LOAD: 18.1 KVA - - - - D E F G A B C w w z ,.: CD OC =E LU _� ,J 8 w oa rx 0 0 E� �n U � I o� a - o � E 0 z o � 0 M o � � A o V � w a a w w x 7 w w a w x z z o E w Cn d H z � w � w w A � W x a U a d /y. V F- J tQ ♦♦^^ v, z O ® O U_ ® d IX U) O z LJ z 06 cc 9-22-00 1 PERMIT ISSUE 4-13-00 OWNER REMEW DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and It is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: I CHECKED BY: AE JOB NUMBER 32230201 E (,"oI1. P EL SCHEDULES 704 SHEr1 NUMBER X 5 9 3 2 1 H J K E H I J I K .)F 71 I a■ 41 31 0 0 d- � N CD a) Q) -� E o f= 2 N N 4--) 4-1 4--) 4+ O O Awal d- 0 O N m w / m� - N = m ni � � 1 a� :E a� o Ez z� Q� D 0 48OZ277 VOLTS, 30 4 WIRE - S/N 25,000 AIC MDP 800 AMPS DOMAIN BKR. ❑MAIN SW. ❑M.L.0. ® 480 VOLTS - ❑GND.FAULT PROT. SHUNT -TRIP TOP OR ❑ BOTTOM FED cKT DESCRIPTION OF LOAD FEEDER SIZE KVA POLES FRAME TRIP WIRE CU CONDUIT 1 PP1 3 400 400 4-500 KCMIL, #3G 3 1/2" 106.6 2 LP1 3 250 200 4#4/0, #4G 2 1/2" 82.0 3 RP1 & RP2 3 100 70 3#4, #8G 1 1/4" 54.0 4 3 5 3 6 3 7 3 8 3 9 3 10 3 i1 3 12 3 13 3 14 3 15 3 16 3 17 3 18 3 19 3 20 3 21 3 FED FROM: UTILITY TRANSFORMER TOTAL LOAD: 242.6 KVA PAN EL- LP 1 - 480/277 VOLTS, 30 4 WIRE - S/N 200 AMPS ❑ MAIN BREAKER OR 50 M.L.O. ❑FLUSH OR ❑ SURFACE MOUNTED ❑ TOP OR 25,000 AIC ® 480 VOLTS El BOTTOM FED fl3.2 SERVES TRIP KT �` B C KT TRIP SERVES KVA COOLER LTG. 20 1 2 20 FREEZER LTG. 4.1 4.1 LTG -FREEZER 20 3 4 20 LTG -DRY STORAGE 3.6 3.6 LTG -DRY STORAGE 20 5 6 20 LTG -DRY STORAGE 3.9 3.6 LTG -DRY STORAGE 20 7 8 20 -LTG-WAREHOUSE 2.7 2.6 LTG -OFFICE 20 9 10 20 LTG -WAREHOUSE 2.7 2.2 LTG -OFFICE 20 11 12 20 EXT. LTG. 3.5 2.6 LTG -OFFICE 20 13 14 20 EXT. LTG. 3.8 2-3 EF-1 & EF-2 20 15 16 20 1 EF-3 ,EF-4, EF-5, EF-6 4.7 / 17 18 \ / 19 20 \ 2.7 AHU-1 20 21 22 30 CU-1 17.5 / 23 24 \ / 25 26 \ 2.0 WH-1 20 27 28 20 WH-2 2.0 i 29 30 \ 20 31 32 20 = 20 33 34 20 j 35 36 \ 20 37 38 20 �P / 39 40 NIGHT LIGHT--WH 3.6 / 41 42 NIGHT LIGHT. -OFF 1.4 FED FROM: MDP TOTAL LOAD: 82.0 KVA 480 277 VOLTS, 30 --4-WIRE - S/N 25,000 AIC PAN EL- PP1 400 AMPS ❑ MAIN BREAKER OR ❑ M.L.O. ® 480 VOLTS - ❑FLUSH OR ❑ SURFACE MOUNTED ❑ TOP OR BOTTOM FED KVA SERVES TRIP CKT A B C CKT TRIP SERVES KVA 10.0 BATTERY CHARGER 20 1 2 20 BATTERY CHARGER 10.0 / 3 4 \ / 5 6 \ 10.0 BATTERY CHARGER 20 7 8 20 DOCK CU 13.3 / 9 10 \ / 11 12 \ 13.3 DOCK CU 20 13 14 30 COOLER CU 19.2 15 16 \ 17 18 \ 19.2 COOLER CU 30 19 20 20 DOCK COILS 5.8 / 21 22 \ / 23 24 20 5.8 COOLER COILS 20 25 26 20 / 27 28 20 20 29 30 20 20 31 32 20 20 33 34 20 / 35 36 \ 20 37 38 20 / 39 40 � \ / 41 42 \ FED FROM: MDP TOTAL LOAD: 106.6 KVA 208/120 PANEL- RP 1 150 - ❑FLUSH KVA SERVES VOLTS, 30 4 WIRE - S/N 18,000 AIC DOMAIN BREAKER OR ❑ M.L.O. ® 240 VOLTS ❑ SURFACE MOUNTED ❑ TOP OR 17 BOTTOM FED FA B C CKT TRIP SERVES KVA 2 20 REC-OFFICE 1.2 4 20 REC-OFFICE 1.2 6 20 REC-TEL/COM 0.8 8 20 REC-OFFICE 1.0 10 20 REC-OFFICE 1.2 12 20 REC-OFFICE 1.2 14 20 REC-OFFICE 1.2 16 20 REC-OFFICE 1.2 18 20 COPY 0.5 20 20 COPY 0.5 22 20 REC-WH. MANAGER 0.8 24 20 REC-DRY STORAGE 1.0 26 20 REC-DRY STORAGE 1.0 AMPS OR TRIP CKT 1.2 REC.-OFFICE 20 1 1.2 REC.-OFFICE 20 3 0.5 EWC 20 5 1.2 REC.-OFFICE 20 7 1.2 REC.-OFFICE 20 9 1.2 REC.-OFFICE 20 11 1.2 REC.-OFFICE 20 13 1.0 REC.-OFFICE 20 15 1.0 REF. 20 17 0.5 DISPOSAL 20 19 1.0 REC.-DRY STORAGE RESTROOMS 20 121 1.0 REF -DRY STORAGE 120 23 0.5 EWC 20 25 1.0 DOCK 20 27 28 20 REC-WAREHOUSE 0.6 1.0 DOCK 20 29 30 20 REC-DOCK 1.0 1.0 DOCK 20 31 32 20 REC-DOCK r 1.0 1.2 FREEZER DOOR STRIP HEATER 20 33 34 20 FREEZER DOOR STRIP HEATER 1.2 1.2 35 36 FIR EZER DOOR STRIP HEATER 1.2 20 37 38 20 / 39 1', \ / 41 \ FED FROM: MDP TOTAL LOAD: 35.9 KVA 208 120 VOLTS, 30 4 WIRE - S/N 181000 AIC PAN EL- RP2 150 AMPS DOMAIN BREAKER OR ❑ M.L.O. ® 240 VOLTS - ❑FLUSH OR ❑ SURFACE MOUNTED ❑TOP OR BOTTOM FED KVA SERVES TRIP CKT A B C CKT TRIP SERVES KVA 0.3 AHU-1 20 1 2 45 CU-2 6.8 / 3 4 \ 7.5 WH-2 50 5 6 20 EF-8 0.2 / 7 8 20 EF-9 0.1 0.2 EF-10 20 9 10 20 SF-1 0.3 0.7 EF-1 1 20 11 1 12 20 20 13 14 20 20 15 16 20 20 17 18 20 20 19 20 20 20 21 22 20 20 23 24 20 20 25 26 20 20 27 28 20 20 29 30 20 20 31 32 20 20 33 34 20 20 35 20 20 3720 20 3920 A42 FIRE ALARM 1.0 20 4120 SECURITY 1.0 FED FROM: MDP TOTAL LOAD: 18.1 KVA w w � W a: C o z W w N tri m Ln G�2 z � U U = w 8 J W v Cn o 0 H o U � I x � E-+ o z o � C Cq o � ® 0 C' A a x o w a x 7 x z H z C M"�°°� E- z U c w � � Cn x E­ z � w � w w E, A w x a U d V z L ♦♦ AA� vJ z O H ® ® 0 0 U_ ® d IX O z W N z 06 6 5 4 9-22-00 IPERMIT ISSUE 4-13-00 OWNER REVIEW DATE ISSUE/REVISION We hereby expressly reserve the property 2 rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: AE JOB NUMBER 32230201 ELECT a PANEL SCLSS 7041 SHEET NUMBER ■ i� A B C D E F G H J K 71 61 51 41 31 0 0-0) '-'ro �o roo 0 A A B C M E Im F LIGor I I IPJQ FLQb�t PLAP9 SCALE: 3 32 =1 -0� ffi E E w a z c� o CNE z a W w ( J �.^ LfJ J Y �- = U w J W to 0 0 F o Ln o z o � 0 CQ � a R-i W O W � d I W Gzl W z Z U d W y � CQ • CnTT ^� E, z � w w w A � Cn a c� d U Q ♦♦ AA" Z 0 F- li F— ® M 0 m � LL O z 0 LJLJ Z 06 9-22-00 PERMIT ISSUE 4-13-00 OWNER REVIEW ISSUE/REVISION DATE We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: us Lis AE JOB NUMBER 32230201 LIG i ' . FLOOR PLAN 705 SHEET NUMBER 8 7 A B C D E F G H J K I 71 61 51 41 0 0 Q, �0 rq 0 0 M1114.1j, 0 0 N m ro W m 0 t — N _ n U � cn / E Pz z� � O U L D n A B I -- -- C J D I E I F G H REFRIGERATION COND. UNIT COND. UNIT m i G H J K w ..: w z C.:cm cm Imi z W LLB N m C= J m V t-- _ U o ^W 8 Cn A~ O 0 � o i d � E-" o z o o 0 � o o Cn � A V � x a o w C w w w a F cr) a E, z � w w w A w �t x x x d 1 7 1 1 6 1 J z O I— m F z ♦♦�� V! ® LJL LLA 06 cc 0 0 � L�. 0 5 1 4 3 9-22-00 PERMIT ISSUE 4-13-00 WNER REVIEW DATE ISSUE/REVISION We hereby expressly reserve the property 2 rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: us LJS AE JOB NUMBER 32230201 SHEET NUMBER C D E F O \r� \ O rO O O +� E o f- L Q) Q) -+j +-j -t-j 4-j O _O n n O r- O N m W m O W rr) — N _ - U � Cn / � � 1 Q) v � �z z� �o 71 51 41 3 0 �o rqo 0 A SCALE: 1 /8" = 1'-0" YU c D E TO FAN TO DRY STORAGE RESTRO 0 M 81; SCALE: 1 /8" = 1'-0" WAREHOUSE FA —MANAGE FA 1�1 \� I J SEE NOTE 1 ici WA MANAGER SCALE: 1 /8" = 1'-0" NOTES: 1. PROVIDE DUAL SWITCHING ONE SWITCH TO CONTROL THE INNER LAMP, ONE SWITCH TO CONTROL THE OUTER LAMPS. SEE ENLARGED PLAN THIS SHEET I G I H POWEROFFICE FLOOR PLAN - SCALE: 1 /8" = 1'-0" J K DRY STORAG"E RE00"TROOM'S N A Ll POWER Y 4 IM RP1 -22 WAREHOUSE ; SCALE: 1/8" = 1'-0" 'L-[ J I "N I AHU-3 I e IR R�2 �W1QAI A ar.> RM ROC}i P2-42 EF-10 1-S, 10 RP1 wS ,. w GFI i PAN URI lC�hriFT - -: RP2� 9 C.ORR. I C SCALE: 1 /8" = 1'-0" W WW a Z o -o Z o vi LU W N m 't m Q ' _y �\ W ME U J W r� 0 0 E-� o Ln V a� '—� E, o o z o � � o 0 � A a � x a o w w w C o z 1�9 W 2 A E- W A r > W W W A E-1 Cn W rx t� a d V J � 0 LaL Z O O_ J F- LL N OO ® W N Z 06 9-22-00 PERMIT ISSUE 4-13-00 PWNER REVIEW DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: LJS US AE JOB NUMBER 32230201 OFFICE AREA LIN WE AND SYSTEMS FLOOR PLAN 707 SHEET NUMBER 8 7 1 6 1 5 1 4 1 3 2 1 � . q B C D E F G H K A - i g C I D I E � G H J K WP 1 20V, 2# 12, 1 # 12G, 1 �2"C• BOLTED, CRIMP CONNECTOR BUILDING COLUMN CEILING J -� EXIT z L21 NUT WELDED TO ANCHOR - BASE PLATE 1. EXIT LIGHT CEILING MOUNTED (TOP) — PROVIDE FACES AND ARROWS AS INDICATED w =o $ BOLT AND BASEPLATECa ANCHOR BOLTS ANCHOR BOLTWP 120V, 2# 12, 1 # 12G, 1 �2"C. WELDED TO REBAR — ONE FACE X � TRANSFORMER PANEL _ �- 0 8 J CONCRETE PIIER WALL #2/0 BARE COPPER AND FOOTING 2• EXIT LIGHT WALL MOUNTED (BACK) — PROVIDE ONLY ONE FACE w 8 COLUMN 0 ���"` WALL MTD. 1 FT. ABOVE DOOR OR MAX. 1 OFT. AFF. DOOR s EXTENSION 4?NEUT. - - 0��=� ===e_e ® REBAR AND STIRRUPS — :: _ EXIT TWO FACES � II RIGID GALV. STEEL BONDING SPREAD FOOTING WALL H ELBOW JUMPER 3. EXIT LIGHT WALL MOUNTED (END) - PROVIDE FACES AND ARROWS AS INDICATED WALL MTD. 1 FT. ABOVE DOOR OR MAX. 1 OFT. AFF. FIN. FLOOR PVC CONDUIT GBUOUND — ONE FACE WALL o GROUND PER N.E.C. 4. EXIT LIGHT WALL MOUNTED (BACK) - PROVIDE FACES AND ARROWS AS INDICATED '''! BOND NEUTRAL AND AUSTRAL WALL MTD. 1 FT. ABOVE DOOR OR MAX. 1 OFT. AFF. FLOOR PVC TO STEEL GROUND AT TRANSFORMER ® A ADAPTOR 1 _ EXIT ONE FACE x EXOTHERMIC 1 � � 7 WELD CONNECTION WALL w 1 FOOTING BELOW GRADE w w 5. EXIT LIGHT WALL MOUNTED (END) — PROVIDE FACES AND ARROWS AS INDICATED 1.4 z d F 20'x3/4" WALL MTD. 1 FT. ABOVE DOOR OR MAX. 1 OFT. AFF. Ia - w SEE GROUNDING DIAGRAM ON SHEET #703. STTEELEROD D TYPICAL EACH CORNER COLUMN SYMBOL ELEVATION z U FREEZER DOOR HEATER PVC TO RGC CONDUIT SEPARATELY DERIVED GROUND BUILDING GROUNDING EXIT MOUNTING ct) zW ':4 1 2 3 4 5 E. DETAIL SCALE: NTS D ETAI L SCALE: NTS D ETAI L SCALE: -NTS D ETAI L SCALE: NTS D ETAI L SCALE: NTS z w W Cn A_ BOLT LOCATION TO ELECTRIC WATER COOLER BE DETERMINED FROM x (EWC) POLE SHOP DRAWINGS x U O TOP VIEW 6 ESCUTCHEON BY METAL OVERSIZED BORE BY METAL 1,_$„ J-BOX SUPPORT CHANNELE PANEL CONTRACTOR AT PHASE 3 EWC PANEL CONTRACTOR LOCATIONS SPECIFIED BY STEM HANGER (TYP. FOR 2 PER ELEC. CONTRACTOR ROOF DECK I I PENETRATION) I NORMAL RECEPTACLE ' �'� ° BALLAST REFERENCE THIS SYMBOL - -� oN PLANS #3 TIE ©12 O.C. I i `` i CORD LENGTH CONDUIT I �o� I FILL LB WITH PUTTY AFTER N I' FINISHED GRADE AS��REQUIRED • L�—�J WIRES ARE PULLED �� �••:•t : 1•:'.• ��— � �� LIGHT (: FIXTURE BORE FILLED WITH NOTE: INSULATION FOAM SEALING COMPOUND 1 ' - �' I, -\— ANCHOR BOLTS FURNISHED BY METAL PANEL AND FITTINGS SHALL BE ;i f'. WITH LIGHT POLE EMERGENCY CONTRACTOR 1 �> .'t ' I PER NEC 300-7 TO BALLAST FLOOR `-` `_`� TO NEXT POLE L -- ------ ---J JOIST COLD SIDE WARM SIDE _ PANEL `•,;:.:� AS REQUIRED ELEVATION o j LOCATE FIXTURE ABOVE NEUT. F';' PVC CONDUIT (TYP) BOTTOM OF JOIST V NOTE: 5 i ..� :.' I� SECTION z F ELECTRICAL SUBCONTRACTOR SHALL OBTAIN THE SHOP `��" ' •'•C' ..• ®• ►. PROVIDE GROUNDING IN DRAWINGS AND LOCATE THE RECEPTACLE CONCEALED ` �'ACCORDANCE WITH NEC. BEHIND WATER COOLER. IF NOT CONCEALED ELECT. ,:' ff :'ice 4 #6 ¢ Q CONTRACTOR SHALL TEAR IT OUT AND REINSTALL HIS OWN EXPENSE. o ® � E.W.C. RECEPTACLE WALL PENETRATION LIGHT POLE MOUNTING LIGHT MOUNTING EMERGENCY LIGHT WIRING DIAG. m O 6 .� 7 8 r 9 10 � U. o DETAIL SCALE. NTS DETAIL L SCALE. NTS D ETAI L SCALE: NTS DETAIL SCALE. NTS D ETAI L SCALE: NTS � z W EXHAUST FAN EXHAUST FAN E z 06 E 277V 120V 277V 120V - - - 4 4 LIGHT LIGHT LIGHT FIXTURE FIXTURE FIXTURE 2 POLE SWITCH 2 POLE (TYP.) SWITCH r - -_1 r - r - I I I I I I I I I I I I L - J L - J L - J 3 TOILET LIGHT/FAN TOILET LIGHT/FAN D ETAI L D ETAI L D ETAI L 1 1 12 X X Xx X X D ETAI L SCALE: NTS DETAIL SCALE: NTS DETAIL SCALE: NTS D ETAI L SCALE: NTS D ETAI L SCALE: NTS 0 _0 00 9-22-00 IPERMIT ISSUE DATE ISSUE/REVISION p E We hereby expressly i= reserve a props o 2 rights to this drawing and it is not to be Q) � reproduced, copied in -� � any format or manner 0 0 whatsoever without first n ' obtaining our express written permission and consent. _.- - DRAWN BY: CHECKED 8Y: 00 LJS LJS ^0^ AE JOB NUMBER 32230201 N m ELECTRICAP. DETAILS z - r0 o D 1 r E z D ETAI L D ETAI L .- D ETAIL D ETAIL XX XX XX XX DETAIL SCALE: NTS T NUMBER rSHEE DETAIL SCALE: NTS DETAIL SCALE: NTS DETAIL SCALE: NTS A B C D E F_ G H J K e , :-:i1 •• Yf c tv, O 1v-1 41) t._ F �? c 0 c 751 Cornwall Rd IRS &]Foods Inc Permit NO: 01.152, 1.93Z •a CA (O {— °� yza'2li8111 • a� o��Ll ��. 0 0 0 O LIE ° c, Qt v r� p G7 p M c ill o co C.r -2 -2 ti o 1 :U Cu �i M _� .-- J 41 v 15 -0 U c .., p —Mt�3 p N LU ` �I J c c4 c� cn Z Cn LL Lt,