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HomeMy WebLinkAbout3780 Orlando Dr 02-1610 New Construction Lowe'sI' � � � ice► �:. • LOWErSt HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 Owl - PROJECT INFORMATION: NAME OF PROJECT: LOWE'S OF SANFORD, FLORIDA ADDRESS: 3780 S. ORLANDO DRIVE PROPOSED USE: RETAIL SALE OF HOME IMPROVEMENT ITEMS OWNER: LOWE'S ENGINEERING & CONSTRUCTION OWNER'S REPRESENTATIVE: JAMES L. ROBERTSON (336) 658-7495 DESIGNERS OF RECORD: ARCHITECTURAL: TAYLOR SCOTT ARCHITECTS, INC. (918) 587-8600 SUZANNE TAYLOR STRUCTURAL: JOSEPH LOONEY & ASSOCIATES (501) 770-6650 JOSEPH R. LOONEY FIRE PROTECTION: SCHIRMER ENGINEERING CORPORATION (704) 892-1300 LISA BOSSERT PLUMBING: HENDERSON ENGINEERS, INC. (913) 307-5300 DUANE S. HENDERSON MECHANICAL: HENDERSON ENGINEERS, INC. (913) 307-5300 DUANE S. HENDERSON ELECTRICAL: HENDERSON ENGINEERS, INC. (913) 307-5300 DUANE S. HENDERSON CIVIL: UPHAM, INC. (386) 672-9515 ROGER W. STRCULA, PE BU ING CODE SUMMARY: • SUMMARY OF THE PROJECT THIS PROJECT INVOLVES THE NEW CONSTRUCTION OF A LOWE'S HOME IMPROVEMENT WAREHOUSE. • APPLICABLE B1lLDING CODES BUILDING FIRE ` PLUMBING MECHANICAL i ELECTRICAL ACCESSIBILITY' STATE OTHER 2001 FLORIDA BUILDING CODl.,....,,.,,..,., 2b01 ,,FLORIDA" FIRE 'PREVENTION CODE; 20Q1 FLORIDA BUILDING ­2001• FLORIDA BUILDING CODE w 1999 NEC...;% f: ' o 2001-.-,FLORIDA BUILDING CODE 1997 FLORIDA ENERGY EFFICIENCY CODE NONE • ZONING CLASSIFICATION GC - GENERAL COMMERCIAL • PARKING SEE CIVIL • OCCUPANCY CLASSIFICATION FBC SEC. 310 MERCANTILE GROUP M "...BUILDING OR STRUCTURES OR ANY PORTION THEREOF, FOR THE DISPLAY AND SALE OF "MERCHANDISE, INCLUDING STOCKS OF GOODS, WARES OR MERCHANDISE INCIDENTAL TO SUCH PURPOSES AND ACCESSIBLE TO THE PUBLIC..." 0 CONSTRUCTION TYPE FBC TABLE 600 TYPE IV - UNPROTECTED FBC SECTION 604 NOTE: THIS BUILDING IS DESIGNED TO BE FULLY SPRINKLED AS REQUIRED BY DRAWINGS AND SPECIFICATIONS SECTION 13916. • DESIGN LOADS & PROJECT DATA DESCRIPTION LOAD ROO LIVE LOAD ......2Q." - DESIGN DEAD LOAD ✓9 PSF DES GN COLLATERAL LOAD > 5 PSF WIND LOAD 110 m h EXrQSURE C GROUND SNOW LOAD SNOW EXPOS RE FACTOR NA FROST DEPTH, NA S01 ' BEARING., CAPACITIES 500 s f' SEISMIC PERFORMANCE CATEGORY NA OTTER XXX ® GENRAL HEIGHT` & AREA LIMITATIONS FBC SEC. 50.3.4 UNLIMITED AREA - SPRINKLED BUILDING &. 60' CLEAR AROUND PERIMETER OF BOIL,PING. ALL9WE_D: 5 STORIES FBC TABLE 500 ACTUAL: r 9NE STORY ALLQWED: $5-0" MAX. BUILDING HEIGHT FBC TABLE 500 ACT 1JAL: �9'-O" "..,VERTICAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF STRUCTURE." MAXIMUM PkRAPET HEIGHT: 49'-0 1/2" REQUIRED: 30'-0" FIRE SEPARATION DISTANCE FBC TABLE 600 ACTUAL: 58'-0" REQUIRED: AUTOMATIC SPRINKLER SYSTEM (NFPA 13) FBC SEC. 503.4 & 903.7 4TUAL: FULLY SPRINKLED PER NFPA (RE: SPEC. SEC. 13916) • EGRESS ANALYSIS zi f . INDOOR_ /ENCLOSED OCCUPANCIES AREA SF(SF) AREA/OCC. OCCUPANTREQ'D. LOAD ;' EGRESS WIDTH .20" PER OCCUPANT MERCANTILE SALES FLOOR 116,968 30 GROSS 3,899 780 BUSINESS OFFICE 2,193 100 GROSS 22 5 ASSEMBLY 1,262 15 NET 85 1 17 STORAGE RECEIVING MECH. 11,894 300 GROSS 40 8 VESTIBULES, CORRIDORS, TOILETS, ETC. 3,385 N A 0 0 TOTALS 135.7091 1 4,046 1 810" INCHES DOOR 01 E Ol F 0DOOR DOOR OW OIJ 02B W13 005R DOB17E 19 3 R DOOR DOOR D3AA&B 0 D&34 PROVIDED: 34"+ 34"+ 34"+ 34"+34"+177'+ 34"+ 34"+177"+ 34'+ 34'+216'+ 34' 1> ' J : OUTDOOR GARDEN CENTER AREA AREA/OCC. CCUPAN REQ'D. EGRESS WIDTH OCCUPANCY SF SFF LOAD .20" PER OCCUPANT <` MERCANTILE 34,978 30 GROSS 1,166 :. 234 j s` f......, GATE GATE GATE GATE GATE `'• INCHES #1 #5 g6 #7 #9 PROVIDED: 96" + 96"+ 96' + 96' + 4a"= 432 �! \. • LIFE SAFETY BUILDING EGRESS ANALYSIS t 9001 FLORIDA FIRE PREVENTION CODE INDOOR. /ENCLOSED OCCUPANCIES AREA SF__(SFF AREA/OCC. OCCUPANT LOAD REQ'D. EGRESS WIDTH .2" PER OCCUPANT MERCANTILE SALES FLOOR 1-16,968 30 GROSS 3,899 780 BUSINESS OFFICE 4193 100 GROSS 22 5 11 ASSEMBLY/BREAK/CLASS 1,724 15 NET 115 23 STORAGE RECEIVING MECH 11,894 300 GROSSI 40 8 TOTALS 4,076 816 FRONT DOOR DOOR DOOR DOOR DOOR 038 01A 118 05 028 DOOR DOOR O1 F DIE DOORS 23A&B 2/3 REQ'D. EGRESS (PER SECT. 24-2.5.7) WALL: 77- + 216' � .34' 740" > 54 /" W/o DOOR O 1 J D OOR DOOR DOOR+ UOORDOOR DOOR+DOORS+ 010 036 Ol A 11 B 01 F DIE DOOR+ 19 17E DOOR 01 D/34 1/2 REQ'D. EGRESS (PER SECT. 24-2.5.3) CHECKOUTS: 34' + 34' + 34' + 34" + 177'+ 34' + 34' + 34' + 34' + 34" = p 483 i 408" EXCLUDING MAIN DOOR DOOR CIA 05 DOOR DOOR DOOR DOOR DOOR DOOR O1F 01E 010 03B 01C/GATE 7 01J DOOR DOOR 19 17E DOORS 01D&34 1/2 REQ D. EGRESS (PER SECT. 24-4.5.2) ENTRANCE/EXIT: 34' + 34' + 34' + 34' + 34" + 34" + 92' + 34' + 34' + 34" + 34' = 432 > 408" EXIT ACCESS LENGTH OF MAX. TRAVEL DISTANCE (SPRINKLED): 200' FBC TABLE 1004 LENGTH OF MAX. TRAVEL DISTANCE (SPRINKLED): 200' NFPA 101, 24-2.6 DEAD ENDS: 50' FBC TABLE 1004 DEAD ENDS: 50' NFPA 101, 24-2.5.2 • FIRE RESISTANCE RATINGS (HOURS) STRUCTURAL FRAME BEARING WALLS (EXTERIOR) BEARING WALLS (INTERIOR) ROOF CONSTRUCTION EXIT ACCESS CORRIDORS OCCUPANCY SEPARATIONS ASSEMBLY / OPENING 0 N/A 0 N/A 0 N/A 0 N/A FBC TABLE 600 FBC TABLE 600 FBC TABLE 600 FBC TABLE 600 0 N/A FBC TABLE 7004.2.4 FBC SEC. 0 N/A 704.2.3.1 & 304.2.2 INDEX OF DRAWINGS: T-1.0 TITLE SHEET :2 t T-1.1 LIFE SAFETY PLAN CIVIL SEE CIVIL TITLE SHEET FOR FULL SHEET INDEX ARCHITECTURAL A-1.0 FLOOR PLAN A-1.1 ROOF PLAN & DETAILS A-2.0 EXTERIOR ELEVATIONS A-2.1 ENLARGED EXTERIOR ELEVATIONS A-2.2 INTERIOR ELEVATIONS & DETAILS A-3.0 WALL SECTIONS & DETAILS '2':. <4. A-3.1 WALL SECTIONS & DETAILS A-3.2 WALL SECTIONS & DETAILS A-3.3 WALL SECTIONS & DETAILS A-3.4 WALL SECTIONS & DETAILS A-4.0 ENLARGED PLANS &. ROOM FINISH SCHEDULE_ :2 4` A-4.1 RESTROOM PLANS & ELEVATIONS A-4.2 REFLECTED CEILING PLANS & DETAILS 2 A-5.0 EXTERIOR BUILDING DETAILS �2 A-5.1 MISCELLANEOUS DETAILS A-6.0 DOOR SCHED,UL,E `�C .D,E SAILS A-6.1 DOOR' WINDOW, DETAILS; 2`, r2� .-1 A-7.0 FENCE &-ROOF LADDER DETAILS STRUCTURAL S-0.1 GENERAL STRUCTURAL NOTES S-1.1 FOUNDATION PLAN t' S-2.1 ROOF FRAMING PLAN 4. S-3.1 FOUNDATION DETAILS S-3.2 FOUNDATION DETAILS S-4.1 ROOF FRAMING DETAILS :1. S-4.2 ROOF FRAMING DETAILS S-4.3 ROOF FRAMING DETAILS - 2.. ;4'. i FP-2 FIRE SPRINKLER PIPING PLAN '`.. FP-3 FIRE SPRINKLER PIPING PLAN SYSTEMS #1 & #2 ,. 2 -,FP-4 FIRE SPRINKLER PIPING PLAN STSTEMS #3, #4 & PARTIAL #6 FP-5 FIRE SPRINKLER PIPING PLAN SYSTEMS #5 & #6 j 2, FP-6 ENLARGED PLANS, DETAILS/SECTIONS ,3 �2 > FP-7 SECTIONS AND DETAILS FP-8 RACK SPRINKLERS, NOTES & SECTIONN ,.. FP-9 FIRE EXTINGUISHER PLAN ... FIRE ALARM FA-1 FIRE PROTECTION SUPERVISORY SYSTEM FA-2 FIRE PROTECTION SUPERVISORY SYSTEM DETAILS PLUMBING ® P-1 PLUMBING SCHEDULES, SYMBOLS AND NOTES P-2 OFFICE PLUMBING PLAN & RISER DIAGRAMS P-3 PLUMBING FLOOR PLAN P-4 WATERING SYSTEM MECHANICAL 2:, M-1 MECHANICAL EQUIPMENT PLAN M-2 OFFICE MECHANICAL PLAN & DETAIL DRAWINGS %z. M-3 MECHANICAL SCHEDULES & DETAIL DRAWINGS ELECTRICAL E-0 GENERAL ELECTRICAL NOTES & SYMBOLS LEGEND E-1 LIGHTING FIXTURE SCHEDULE & MOUNTING DETAILS E-2 LIGHTING FIXTURE LOCATION PLAN 1:� E-3 LIGHTING FIXTURE WIRING PLAN E-4 BUILDING POWER FLOOR PLAN E-5 SALES AREA DISPLAY POWER AND BMS WIRING PLAN 2:) E-6 CABLE TRAY AND MISCELLANEOUS CONDUIT PLAN 2> E-7 OFFICE AREA POWER PLANS E-8 GROUNDING DETAILS AND "SMEF" NOTES T, E-9 ELECTRICAL INSTALLATION DETAILS E-10 GEN-SET CONTROL WIRING SCHEMATIC E-11 BUILDING ENERGY MANAGEMENT SYSTEM E-12 POWER RISER DIAGRAM E-13 PANEL BOARDS SCHEDULES SITE LIGHTING SL-1 SITE LIGHTING PLAN SL-2 SITE LIGHTING SCHEDULES, NOTES, AND DETAILS SL-3 PHOTOMETRIC PLAN REVISION LOG: REVISION DATE DESCRIPTION .......... ..... - •• •,�..d. Pw.l'•• -�� �� I I_.Ii" =>.€-\ .4`i 1";_ •� I`.:.s'; ,3--i. I.:. I: ! � ® 09.09.02 REVISION 5, IRRIGATION SYSTEM, METAL ROOF COLOR RE ISION6 OPRE -BID SET POST BID SET ISSUE DATE L� ISSUE DATE DATE DESCRIPTION 05.10.02 :�l':, STRUCTURAL GRID SHI 05.24.02 1 RACKING PLAN 06.20.02 .3 -. CODE COMMENTS 09.09.02 A\ REVISION 15 THIS DRAWING IS THE PROPERTYOF LOWE 3 HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUTTHE EXPRESSED WRITTEN CONSENT OF I CP F.S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS P,ESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICSITEAT SMFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04JIM2 AND IT IS NOT SUITABLE FOR USE ON DIFFERENT PROJECT SITE ORATA LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE 3ERACES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY'f0 THE LAW. • 03.16.02 .710-SNF -15ff-GCL CODE n� O I- ® LL Lit LL N L LJ O ® C7 Un uj Z O z. _1 w ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: IT - e 4/ • ��' 0 KEYNOTES 1.01 1.01 EXTERIOR SIGNAGE FURNISHED AND INSTALLED BY LOWE'S. CONTRACTOR IS TO SUPPLY AND INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S. 2.01 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER SPECS. 2.02 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. 5/8"HEAVY DUTY BLACK FABRIC TO 8'-0" ABOVE SLAB, UNLESS SHOWN OTHERWISE, REFER SPECS. 2.03 TRENCH DRAIN, REFER PLUMBING AND STRUCTURAL. 2.04 6"H. CURB W/. 42" HIGH GALV:`.CHAIN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER SPECS.; (75'-0" IN LENGTH); 2.05 GALVANIZED CHAIN- -L1NiK- FENGE•`W/ VINYL COATED BLACK FABRIC TO 12'---0" A.F.F. 5/8" HEAVY DUTY BLACK FABRIC TO 8{-0" A.F.F. W/ 2" BLACK FABRIC ABOVE 3.01 CONCRETE RETAINING WALL. REF: STRUCTURAL 3:02 ,CON.CRETE-,.SIDEWALK :..... 3.03 T00! ED. JOINTS IN,' CONCRETE REF: STRUCTURAL:` `......--•-- 3.04 CONCRETE FILLED ISLAND, REFER TO CIVIL DRAWINGS AND STRUCTURAL. INFILL BY BUILDING CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR. 3.05 CONCRETE PAD, VERIFY SIZE & LOCATION PRIOR To POURING. REFER STRUCTURAL SHEET 31.1 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL 3.09 1/2" COMP. JOINT FILLER W/ SEALANT (FULL DEPTH OF JOINT) 4.01 BUILDING EXPANSION JOINT. 4.02 CONTROL JOINT, TYP. 4.03 SINGLE SCORED SPLIT FACED CMU 4.04 SPLIT FACED CMU 4.05 SMOOTH FACE CMU. 4.06 4" H. RADIUSED CMU ACCENT BLOCK 4.07 SINGLE SCORE SMOOTH FACE CMU 4.08 AREA FOR FUTURE OVERHEAD DOOR OPENING, B.O. BEAM 0 14'-0" A.F.F. 5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 FOR LADDER DETAILS. 5.02 TUBE STEEL BEAM 5.03 TUBE STEEL COLUMN 5.04 DOWNSPOUT COVER, PAINTED 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-O"L. W/ BOT. 0 9'-6" A.F.F. REFER A-2.2 5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'--0"L W/ BOTTOM 0 9'-4" A.F.F. (INSIDE & OUTSIDE) REFER A-2.2 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOTTOM 0 13'-6" A.F.F. REFER A-2.2 5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-01 W/ BOTTOM 0 9'-6" A.F.F. REFER A-2.2 5.13 4" PIPE BOLLARDS, REFER DETAIL 3/S-s NUMBER AND LOCATIONS PER ARCH. PLANS fAND DQOR DETAIL S. �.....,,, .::... f . 5.14 6" PIPE BOLLARD REFER,,METAIL 3 -3.2.'`NUMBER yAND LOCATIONS PER ARCH. PLANS AND DOOR DETAILS. 5.15 CONCRETE STAIRS, REFER TO 1/A-5.0 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1/2" DIA.x4" EXPANSION BOLTS, COUNTERSINK, 03'-0" O.C., MOUNT W/ BOTTOM 0 5" AFF MIN. 6.02 4x8x3/4" CDX PLYWOOD W/ TOP 0 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT PRIOR TO MOUNTING. 7.01% DIRECT APPLIED ACRYLIC FINISH SYSTEM BY E.I.F.S. MANUFACTURER ON SMOOTH FACED W/ FLUSH JOINTS 7.02 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.03 SHEET METAL OVERFLOW SCUPPER 7.04 ALUMINUM CANOPY. REFER SPECS AND ROOF PLAN. 7rQ5 PREFINISHED METAL COPING, REFER TO PF- FINISHES. 7.06 E.I.F.S. CORNICE `'. _' 4 7.07 NOT USED ' 7.08 STANDING SEAM METAL ROOF 7.09 METAL GUTTER, PAINTED 7.10 METAL DOWNSPOUTS, PAINTED 7.11 ,EDGE OF CANOPY ABOVE 1,7.12 E.I.F.S. MEDALLION; 4`, 7.13 METAL CANOPY, PAINTED 8.01 OVERHEAD DOOR 8.02 HOLLOW METAL DOOR AND FRAME TYPICAL, PAINTED. 8.03 ALUMINUM STOREFRONT. 8.04 AUTO -SLIDER DOOR, REFER A-6.0 8.05 SHADE STRUCTURE, REFER SPECIFICATIONS 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW T.O. MASONRY 30 -8 T.O. MASONRY- 7g -g r T.O. STEEL ` Y 18'-4" B.O. OIL BAND • 1 1 - 4 T.O. SLAB 0 -0.. w N r0 N Z N aW O ZV fOt f4r,\ `J ---.-_._.` r I ', LL ✓_--D O- o ra /i '4, 1 - JY4 C Li t uj r 4\ual , _..... m OCL O 9 L L0 w a a.NRY` O Z a o ~ o 7 O NZ 48-8 QI � _j V ILO 0 O -� Z J0 Vi w " z o -V) iH Q L .cQo p 12 O < `o L Lw :2 i Wuj 2`n :2 0 U S 2 U U V U U V _ _ ; \ N r� cp r�J N rn N n N n d if N N N rp - (• CO '` (O r0> N t7 t\ t � I\ to m �O O O O O O O ' I\ d0' `-. �.�, n O i? Off•00,✓ 0O 0 0-� o , f.. T.O. M SONR'.. ___ "Ir SRI mr- m1w,101 ■■uu■Jr■ uL� ■u■ ■ �� �iJlli■■■■■■luu■"Ti■ �� u■uuu■■u■u■■uw� . FINISHES P-1 F-1 BLACK VINYL COATED FAB. (FENCING) PF-1 WHITE (PREFINISHED) P-1 LOWE'S LIGHT GRAY (PAINT) PF-2 LIGHT GRAY (PREFINISHED) P-2 LOWE'S MEDIUM GRAY (PAINT) PF-3 LOWE'S BLUE (PREFINISHED) P-3 LOWE'S DARK GRAY (PAINT) PF-4 LOWE'S RED (PREFINISHED) P-4 LOWE'S RED (PAINT) EF-1 LOWE'S LIGHT GRAY (E.I.F.S.) P-5 OSHA YELLOW (PAINT) EF-2 LOWE'S MED. GRAY (E.I.F.S.) P-6 WHITE (PAINT) i EF-3 LOWE'S BLUE (E.I.F.S.) '............. NA NATURAL ANODIZED (ALUM) �, EF-4 SW 2137 EVEREST WHITE (E.I.F.S.) NOTE: SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. UNLESS SPECIFICALLY CALLED OUT, CONTACT MANUFACTURER FOR LOWE'S NATIONAL ACCOUNT COLOR FORMULAS. L MASONRY/FRAME t 28 -8 f T 0 TUBE STEEL 11.01 TRASH COMPACTOR, NOT IN CONTRACT TAPER FACE OF 11.02 DOCK SEAL REFER ;` ` SHELTER ACCORDING SEAL WATERTIGHT DOCK SHELTER. SEE - - - - - - - - - - - 9'-4" •A-2;1 f -• i 11.03 DOCK LEVELER (PIT MOUNTED) REFER SPECS: ,,.-.-. TO MANUFACTURER'S SPECIFICATIONS FOR r j�C.L. RAIL M.O. RECOMMENDATIONS MANUFACTURERS. I 12 -0 A.F.F. `..11.04, DOCK LEVELER (EDGE OF DOCK MOUNTED) REFER SPECS I ,..,,. ...., .._., ..r.• ....:f....f -, ' FIXED FRAME 16.01 ACCrNt LIGHT , 7 -0 SHELTER 16.02 ACCENT PANEL ROLL -UP DOOR SEE I I _ o SCHEDULE I I o I ; I o o r - STEEL BUMPER GUARDS 2'-6„ DRAFT PADS (FOAM) I I I 00 SET TOP OF PADS ' EVEN W/ FIN. FLR. i T.O. FIN FLOOR SEE SITE GRADING PLAN FOR SLOPE. I` I I -,-, ,-•-:. ,•..... I I EOD LEVELER OR DOCK - - -- 0 -0 ;� EDGE OF SLAB ,,,\-1 -6 0 Z_ U Z W N �wil� n u z I 0 0 j U o v) p- m w O OVI-Ir w ZzLd w I- Lr J J U . - W Z i- w - w w W I ¢ L_ w LL w ''�w w �: O Ji 00�~ Lu vi ¢ 0 a1 w O ¢ ILLL J � J O m LLJ U m U N U O d- 1L O o O G Tt 7- SFr Fi i i r�� III -I w Jx f,..., ... L. 1I- hr� 6 U w¢:D Z 7 v) v' w } zL0 `'• LLJ 0 Vn % LL i' O( Z TWO f \ <XO W } W L ;4 O r' ` I � \ J 0 a- /�Lv U z w O (> V Q i R !` OD d- M i1 m", I® Lai W EWN SVO' HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 � 9 REVISIONS PRE -BID SET L POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 2', RACKING PLAN 09.09.02 REVISION #5 T T.O. MASONRY) ~ THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED T.O. MASONRYAL STIPULATION FOR REUSE �..-. 30 -g THIS DRAWING WAS PREPARED FOR USE ONA SPECIFIC SITE AT SANFORD. FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04115/02 AND IT IS NOT SUITFlB! E FOR USE ON A CQ T J i i DIFFERENT PROJECT SITE DRAT A LATER TIME. USE OF THIS DRAWING FpR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF - -- - PROPERLY LICENSED ARCHITECTS AND ENOINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT A! ITHQRI2EDAND IS CONTRARY TO THE LAW. , '` B.O. CANOPY �'•, _ -4 i 6 ENLARGED ELEVATION SCALE: 1/6"=V-0" A.2,0 0 N ' 4'. r` w uu`_ Z O U J Z ¢ 1 ct� O 0 LL m tFF � FFF r r ..� �xn . Ln �� 4 co%-. :• .•.01 8,-10" 0 O �f N I ,., i LEVELER. SEE •......:.... .. .--., ,, ... \ .... ..\ ...... 1 1 (�L� 00 2: -. LID 4 BUMPERS SPECIFICATIONS FOR ; OF DOOR AND DOCK - ENLARGED ELEVATION m MANUFACTURER (LEVELER LEVELER OR E.O.D. DOCK cn f�7 '' LEVELER SCALE: 1/8"=V-0" A-2.0 r� C� Al�•`DOOR-•••17'A''•ONL`() SIDE ELEVATION FRONT ELEVATION DOCK SHELTER SCALE: 1/4"=V-0" A-2,0 o O � O U U \\,.\ I .' �' \ i I I I \ co z I-- `e t. a /r \ I 4 O 2 . 4 , LL I 1 �> .., N: r7 g w .¢. w 0 U I'i-I ' :'/ '��I- .' . .....,II ,/.a. '.f!�.`> Q NLN 00 d U \rW0 ..2', ........U7 %• c0I'�! r /c 0 (\ 0U7 ¢ 0, Od [00 �sZx Lj Q ZVO .. Jj 1d;2` 1 Q' co Q Z'LL Z L_ p dt Yl A >f 3$ -6 \ -• •} 00 J .Ow w ,O W UWLLI O vo L0 L N Q LLW CZJ __�w U w Oa ,JWN� J cul- V) QL:z`0 zz I LL.Ld ;QO -1 JfE L/ w.O 2 i�L, U u oW O O L, n U U J ; n u cLL W o,./ I ,Q w i w ILL) Ot7 O coO O OOd> vj 0 !� J a- � � J- lLJ O Y U J Z LLI O O OIp o O • T.O. FRAM Ew 12 o dV cD o o O o¢ LJ 2 (OO o M:D� M `a o J '1 T.O. FRAME m �33-60 T.O. FRAME11 T.O. MASONRY Co. .' LJ o 30-:I _ >t 2T3 8.0O. -.-88 ASONRY 30 _g } LUou -2" -2 T.O. T.O. .. TO. MASONRY/FRAM MASONRY FRAME' --- 'EQ. _ , 28 -8 28 -8 R w dDli z m o TYP TYP00 .-- 1 CO I00 ------------ ,l I _-- ij • r I >� } EQ. '` EQ. T.O.STEEL I w �;' i u_ T.o.sTEEL , J , I - > T.O. STEEL u_ ,. ? 18 4 ' 1 - 18 -4 ! J /� _ 18 -4 '® - > o o ;,. ¢ ;� �' EO. C2. - °'�,d O L ;LPL � C !- ' ALIGN 00 LL T.O.MASONRY 3 -. - 'w ' ` -� I �rrr rrrTrr J�rr B.Q. BAND Z L.�_ t JOIST BEARING '£ r \� / I Tyr - r ;-� ` = 13 -4 1 ...` t J' J , 11 -4 ,,off `�, `', ,' -r •i'- � I ; = E= 'ORIGINAL l � - -- I ;ISSUE DATE: 04/15/02 rr -� - PERMIT SET i -- - s T.O. SLAB = - - - -- -- --- - I ISSUE DATE: 0 > T.O. SLAB 1 -s : __ _-_-- _ T.O.0SLAB 4/15/02 { 0 -0 rR 168 15 0 -0 - CONSTRUCTION SET r T.O. CURB ' 4 ` ,�. :.. REF: CIVIL r' � ---- ---- -•- f • - -_- ISSUE DATE' ENLARGED ELEVATION ENLARGED ELEVATION ENLARGED ELEVATION3 DRAWING NUMBER: SCALE: 1/8"=V-0" A.2.0 03/18/02 SCALE: 1/8"=1'-0" A-2,0 2 SCALE: 1/8"=1'-0" A-2.0 a2142 A-2, I 1118-155-GCL LPCODE5 1�e�.r'd��e`.r'�'��`.r+���.+''��`�',Z►s�+��''��L'++�.,�L'.P��1 _ �s3];��I*.,►+.,�I'I?����.,al�i�ae-+���►rr..rs±.ram.-..*..Irxr..�o��ir>vo:+�v�ll I TRUCK WELL TRENCH DRAIN NOTES PIPE PENETRATION NOTES "I" 1. PLUMBING CONTRACTOR SHALL FURNISH AND COORDINATE INSTALLATION TRENCH DRAIN AT TRUCK ft;t OF i4 WELL. ' jai 2. TRENCH DRAIN SHALL BE FROM ONE OF THE FOLLOWING APPROVED MANUFACTURERS: 1—ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES ° „ — 6 TRENCH DRAIN AT TRUCK WELL t` 2—PROVIDE UL APPROVED FIRE STOPS FOR ALL PIPE PENETRATIONS THROUGH # "POLYDRAIN SYSTEM" WITH #502 DUCTILE IRON GRATE AS MANUFACTURED BY ABT. INC. FIRE RATED ASSEMBLIES. ALL PIPE PENETRATIONS SHALL BE SEALED TO $. K100S DRAIN WITH #461 DUCTILE IRON GRATE AS MANUFACTURED BY ACID POLYMER PRODUCTS, INC. PREVENT SMOKE PASSAGE. :: 600 SERIES (PRE —SLOPED) DRAIN #641 D DUCTILE IRON GRATE AS MANUFACTURED BY STRONGWELL 3—THIS DETAIL SHOWS PROSET FIRESTOP PENETRATORS, INSTALL OTHER 3. PROVIDE ALL REQUIRED OUTLETS, END PLATES, CONNECTORS, INSTALLATION BRACKETS, SIDEWALL BRANDS PER THEIR LISTED INSTALLATION INSTRUCTIONS. `: EXTENSIONS, LOCKING DEVICES, ETC. FOR A COMPLETE OPERABLE SYSTEM OF THE LENGTH OF TRENCH DRAIN AS SPECIFIED ON THE DRAWINGS_ s 4. PLUMBER SHALL INSTALL THE DRAIN SO THAT THE INVERT OUT COORDINATES WITH THE REQUIREMENTS UL CLASSIFIED AJ 2 SYSTEM 2 HOUR FIRE RATED THROUGH 05 TREMCO PENETRATION FIRESTUP FOR 3735 GREEN ROAD SINGLE METAL PIPE THROUGH BEACH WOOD. OHIO 44122 CONCRETE FLOORS OR BLACK PRODUCTS SHOWN ARE BY TREMOO. 3M, HILTI, AND F—RATING - 2 hours WALLS USING TREMsWp ACRYLIC. T—RATING — 0 hours IPC MAY BE USED UPON APPROVED SUBMITTALS. L—RATING AT AMBIENT — LESS THAN 1 CFM/sq.ft. L—RATING AT 400 F — LESS THAN 1 CFM/sq.fL 1 4 4 3 O 4 0 PRE —RATED CONCRETE FLDOR OR BLOCK WALLS - MIN. 4-1/2" THICKNESS. THE ANNULAR SPACE RANGE SHALL BE MIN. 0" to MAX. 7/8" FOR THIS FIRESTOP SYSTEM. O2 METALLIC PIPE > STEEL PIPE — 12' DIAM. (or smaller) SCH. 40 (or heavier) STEM > CONDUIT — NOM. 4' DIAM. (or smaller) STEEL CONDUIT, OR EMT. > COPPER PIPE — 3" DIAM. or smaller) REGULAR (or heavier) COPPER. > CAST IRON PIPE — 12' DIM, (or smaller) CAST OR DUCTILE IRON. > COPPER TUBING — 3' DWI. (or smaller) TYPE L (or heavier) COPPER. PACKING MATERIAL — MIN. 4" THICKNESS OF MINERAL WOOL MIN. 4.0 pof.) INSULATION, FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. O4 TREMstop ACRYLIC — MIN. 1/2" SEALANT APPLIED WITHIN ANNULUS, AND A MIN. 1/4' SEALANT APPLIED AT POINT CONTACT; AT THE FLOOR SURFACE FOR FLOORS, OR BOTH SURFACES FOR WALLS. THE TREMM PRODUCTS USED ABOVE HAVE BEEN THE ABOVE QESCRIQED ASSEMBLY HAS BEEN TEM AND IS TESTED IN ACCORDANCE WITH THE FOLLOWING: BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE • ASTM E814 (UL1479) STANDARD TEST METHOD CRITERIA. TREMC0 SEW! NOT BE LIABLE FOR ANY DAMAGES, DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS FOR THROUGH PENETRATION FlRESTOPPINC MATERIAL OR DESIGN. TREMC0 SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. UL CLASSIFIED 1187 'EM 2 HOUR FIRE RATED THROUGH TREMCO D GREEN REEN ROAD ROA PENETRATION FIRESTOP FOR SINGLE METAL PIPE THROUGHOHIO CONCRETE FLOORS OR BLOCK WALLS USING FYRE—SHIELD. 44122 F—RATING — 2 hours PRODUCTS SHOWN ARE BY TREMCO. 3M, HILTI, AND T—RATING — 0 hours IPC MAY BE USED UPON APPROVED SUBMITTALS. 1 2 5 5 O 2 O PRE —RATED CONCRETE FLOOR OR BLOCK WALLS - MIN. 4-1/2" THICKNESS. O METALLIC SLEEVE — (OPTIONAL) — NOM. 13" (or smaller) SCH. 30 (or heavier) STEEL PIPE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. 0 STEEL PIPE — NOM. 8' DIAM. (or am H;) SCH. 40 (or hoavisr) STEEL PIPE. THE ANNULAR SPACE SW(LL BE MIN. 1/2" to MAX. 3-1/2'. V' FORMING MATERIAL — (NOT SHOWN, OPTIONAL) — NOM. 1" THICK POLYURETHANE BACKER ROD FIRMLY PACKED INTO THE OPENING AS A PERMANENT FORM. O5 FYRE—SHIELD — MIN. 1/2" THICKNESS OF SEALANT APPLIED WITHIN ANNULUS, RUSH WITH EITHER SURFACES OF THE FLOOR OR WALL ASSEMBLY. THE TREMCO PRODUCTS USED ABOVE HAVE BEEN THE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WiTH THE FOLLOWING: BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE 0 ASTM E814 (UL1479) STANDARD TEST METHOD C TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH PENETRATION FlR TOPPNG DIRECT OR CONSEQUENTIAL. RESULTING FROM USE OF THIS MATERIAL OR DESIGN, TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. OF THE STORM DRAIN CONNECTION AS INDICATED ON THE CIVIL AND SITE DRAWINGS. o 4. 5. ALL TRENCH DRAIN COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 6. FURNISH AND INSTALL THE TRENCH DRAIN FOR THE TRUCK WELL, LENGTH AND MODEL NUMBER AS SPECIFIED. NOTE THAT THE TRUCK WELL "FRENCH DRAIN DOES NOT REQUIRE A VENT. r 6" CONTINUES TO STORM SEWER COORDINATE LOCATION WITH CIVIL PLANS I RAN51 I ION �X T ENC;4 DfRAIN SCPEMATiC DETAIL &CANE NOT TO 5CALE 1/2" -I NOTE: TAKE —OFF AS SHOWN CW MAIN F— OR PER MFG'S INSTRUCTIONS PROVIDE STEEL WALL BOX I— TRAP PRIMER W/ LOCKABLE COVER CONTROL VALVE FOR INSTALLATION BY GEN CONTRACTOR FLOOR NOTE: TRAP PRIMER MUST BE MOUNTED MIN OF 1' AFF FOR EVERY 20" OF PRIMER LINE, OR ACCORDING TO MFG'S INSTRUCTION S FLOOR DRAIN FLOOR D AIN TRAP FRIME NOT TO 5CALE SHUTOFF VALVE (TYP) / CHECK VALVE VACUUM RELIEF PUMP '1 \\ HW RECIRCULATING PUMP ru VALVE WITH POWER CIRCUIT .�I / 140' CHECK VALVE THAT IS CONNECTED TO ENERGY MANAGEMENT THERMOMETER W/ I / EXPANSION TANK - INSTALL SYSTEM AND TURNED OFF / PETCOCK (TYP) �� & SUPPORT PER MFG'S WHEN THE BUILDING \ WRITTEN INSTRUCTIONS IS UNOCCUPIED u � SIZE CIRCULATING PUMP FOR \ �' 2 GPM AT 25 FT HEAD. RUN T & P RELIEF VALVE FULL SIZE TO TERMINATION 1" ABOVE FLOOR DRAIN. ALL AUTOMATICALLY CONTROLLED WATER HEATERS SHALL BE EQUIPPED WITH AN ENERGY CUTOFF DEVICE WHICH WILL CUT OFF THE SUPPLY OF HEAT TO THE WATER TANK BEFORE THE TEMPERATURE OF THE WATER IN THE TANK S; EXCEEDS 2107. THIS CUTOFF DEVICE IS IN ADDITION TO THE "T&P RELIEF VALVE. 0 y„ r4 UJTT «UJ�I� I>��T�L��,4TION D�TAiL SCALE NOT TO 5CALE FAUCET SENSOR LOW —VOLTAGE WIRING SINGLE TAIL PIECE LAVATORY POWER UTLET HOT WATER SUPPLY---�� ( OWER OSUPPLIES ® DIFFER BY BRAND) COORDINATE ALL 4i UL CLASSIFIED 07 2 do 1-1/2 HOUR FIRE RATED THROUGH TREMCO PENETRATION FIRESTOP FOR PLASTIC PIPE (PVC) THROUGH CONCRETE FLOORSOHIO GREEN ROAD .3735 GREE ROA 44122 F—RATING — 1-1/2 THRU 2 hours OR WALLS USING TREMstop WBM OR T—RATING — 0.1.1-1/2. & 2 hours FYRE—SHIELD. PRODUCTS SHOWN ARE BY TREMCO. 3M, HILTI, AND IPC MAY BE USED UPON APPROVED SUBMITTALS. 1 PRE —RATED FLOOR OR WALL. ASSEMBLY - MIN. 4-1/2" THICK CONCRETE Q2 PLASTIC PIPE — 1-1/2" DIAM. or smaller SCH. 40 PVC PIPE. (or 1-1/2' DIAM. smaller) SDR11 or SDR13.5 CPVC PIPE. O3 FiRfSTOP SYSTEMS — THE 'F" AND "T" RATINGS WILL VARY, SEE TABLE BELOW. TYPE OF MAX. PIPE ANNULAR PACKING TREMCO FILL MIN. FILL MATERIN— F—RATING T—RATING PIPE DIiM.. IN, SPACE. IN. MATERIAL MATERIAL TYPE THICKNESS, IN. H H PVC 1" 13/16" BACKER ROD WBM i' 2 2 PVC 1-1/2' 0 to 1-1/8' MINERAL WOOL WBM 1' 2 0 CPVC 1-1/2" 1/4' to 7/8' BACKER ROD FYRE—SHIELD 1/2' 1-1/2 1 CPVC 1-1/2' 1/4" to 7/8' BACKER ROD WBM 1/2' 2 1-1/2 PACKING MATERIAL — (NOT SHOWN) — FOAM BACKER ROD OR MIN. 3-1/2" MINERAL WOOL INSULATION. (MI'1. 4.0 paf.) FIRMLY PACKED INTO OPENING (SEE TABLE ABOVE). 3® FILL MATERIAL — APPLY WITHIN ANNULUS TO REQUIRED DEPTH, AND IF THERE IS POINT CONTACT, A MIN. 1/4' THICKNESS BEAD SHALL BE APPLIED AROUND PIPE. NOTE: IN WALLS, APPLY TREMstop WBM or FYRE—SHIELD TO BOTH SIDES OF WALL THE TREMCO PRODUCTS USED ABOVE HAVE BEEN THE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WITH THE FOLLOWING: BUSED ON BOTH PAST AND ANTICIPATED PERFORMANCE ASTM E814 (UL1479) STANDARD TEST METHOD CRITERIA. TREMCO SHWA NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH PENETRATION FIRESTOPPING DIRECT OR CONSEQUENTIAL. RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. UL CLASSED SYSTEM / CAJ 2074 2 HOUR FIRE RATED THROUGH PENETRATION FiRESTOP FOR PLASTIC PIPE (PVC) THROUGH CONCRE . FLi)ORS OR WALLS TREMCO 3735 GREEN ROAD BEACHWOOD. OHIO 44122 F—RATING — 2 hours PRODUCTS SHOWN ARE BY TREMCO. 3M, HILTI, AND T—RATING 1-1/2 hours USING INTUMESCENT DEVICES. IPC MAY BE USED UPON APPROVED SUBMITTALS. 1 2 6L 3 POWER REQ'TS WITH MIXING VALVE THE ELECTRICAL CONTRACTOR. f s. COLD WATER SUPPLY 4' RAIN OUTLET (SEE DETAIL 17" 3—P2 FOR MORE r? 2'-1" DIMENSIONS) A 1'-10" ry "J f'4 5 EL CTRONiC FAUCET iNSTA1__.1__ATION DETAIL SC,AI_E 5CALE NOT TO 1' �' as yF a t;. b a.:a+:: ,+ w _5..,.i:. ,.:,<.�:Arr s..ai. ;,1_iw, .._..: .,.:.` .._....n:. ,_..,::... �_ .:un, i�.. sx,:�ir.:. .:..;r:.:..:;� ✓w.c._;::.�. n.. -,Lae:,,. *s. _:...fi-e. ..,[;: .,.• -..,-. ..._ .__.. . _ �.. � - -- a� �. �,�:., .,srZc>a,.•AAa Y„Xj ..�...fl. :�'?,. a,....s`..�..t'rm..4,)c,..r:3nLJ. PLUMBING FIXTURE SCHEDULE NOTE: THE MAKES AND MODELS SHOWN ARE THE ONLY ACCEPTABLE ONES. ITEM DESCRIPTION COLD WATER HOT WATER WASTE VENT PIPE SIZE: PIPE SIZE: PIPE SIZE: PIPE SIZE: WC WATER CLOSET WHITE, FLUSH VALVE TYPE, FLOOR MOUNTED. WITH ELONGATED BOWL. CRANE #3-325E ELJER #111-2125 KOHLER #K-4350 AMERICAN—STANDARD #2234.015 1" — 4" 2„ WHITE OPEN FRONT SEATS KOHLER #K-4670—C, OLSONITE #95, CHURCH #9500C 1.6 GPF FLUSH VALVES SLOAN REGAL #111, ZURN Z-6000—WS-1, DELANY 402-1 WC—H WATER CLOSET FOR HANDICAPPED WHITE, FLUSH VALVE TYPE, FLOOR MOUNTED WITH 17" HIGH ELONGATED BOWL. TURN FLUSH VALVE TO WIDE SIDE OF STALL. CRANE #3H-701E 1" — 4" 2" ELJER #111-2145 KOHLER #K-4368 AMERICAN—STANDARD #3043.102 SEATS & FLUSH VALVES: SAME AS FOR P-1 LAV LAVATORY WHITE, WALL HUNG, 20"x18", CAST IRON WITH STEEL, FLOOR MOUNTED CARRIER, POLISHED CHROME FINISH BRASS LAVATORY GRID DRAIN/TRAP/TAILPIECE & STOPS. PROVIDE & INSTALL WHITE CLOSE CELL FOAM ADA COMPLIANT PIPING COVERS FOR ALL EXPOSED PIPING. ELJER #052-0174 .1 /2" 1/2" 1-1/2" 1-1/4" KOHLER #K-2861 2.2 GPM ELECTRONIC TOUCHLESS FAUCET K-13660 TOUCHLESS FAUCET W/ K13667 POWER SUPPLY AMERICAN STANDARD 6518.2AC W/ LOW VOLTAGE POWER URN URINAL WALL HUNG, WHITE, VITREOUS CHINA, SIPHON JET CRANE #7-160 ELJER #161-1090 AMERICAN STANDARD 6541.1.32 KOHLER K-5016—ET 1 " — 2" 1 —1 /2" 1.0 GPF FLUSH VALVE SLOAN REGAL 186-1 DELANEY 451-1 ZURN Z-6000-3—WS1 EWC ELECTRIC WATER COOLER WALL HUNG DOUBLE —SPLIT STATION UNIT 1 UNIT MOUNTED @ STANDARD HEIGHT OF 42" FROM FINISHED FLOOR TO TOP OF SPOUT. AND THE OTHER SECTION MOUNTED @ HANDICAP HEIGHT OF 36" FROM FINISHED FLOOR TO TOP OF SPOUT. PROVIDE WITH STEEL, FLOOR MOUNTED CARRIER, POLISHED CHROME FINISH BRASS TRAP/TAILPIECE & STOPS. 1/2" — 1-1/2" 1-1/4" PROVIDE & INSTALL WHITE CLOSE CELL FOAM ADA COMPLIANT PIPING COVERS FOR ALL EXPOSED PIPING. ELKAY #EBFATL8 HALSEY TAYLOR #HAC-8FBL—Q OASIS #P8AMSL WF WATER FOUNTAIN WALL HUNG SINGLE STATION UNIT WITH STEEL, FLOOR MOUNTED CARRIER, POLISHED CHROME FINISH BRASS TRAP/TAILPIECE & STOPS. PROVIDE & INSTALL WHITE CLOSE CELL FOAM ADA COMPLIANT PIPING COVERS FOR ALL EXPOSED PIPING. 3/8" — 1-1 /2" 1-1 /4" HALSEY TAYLOR #HACFS/LR OASIS #PAM ELKAY #EBFSAD MOP MOP RECEPTOR 24"x24x12" TERRAZZO WITH STAINLESS STEEL FLANGES AND SERVICE SINK FITTINGS INCLUDING MOP HANGER AND HOSE W/WALL HOOK STERN—WILLIAMS SB-902, 3/4" 3/4" 3" 2" WITH T-15—VB, T-35, & T-40, FIAT TSB-100, 830—AA, WITH 830—AA, 832—AA, & 889—CC COLUMN MOUNTED HOSE BIBB — ANTI —SIPHON HB BRASS FINISH W/VACUUM BREAKER MEETING ASSE 1011. AUTOMATIC DRAINING WITH 3/4" MALE HOSE THREAD 3/4" — — — WOODFORD MODEL 24P-3/4 WALL MOUNTED HOSE BIBB — FREEZE PROOF HB—FP BRASS FINISH W/VACUUM BREAKER MEETING ASSE 1011. ENCASED FREEZE PROOF WITH LOCKABLE BOX 3/4" — — — WADE 8600-175 WOODFORD MODEL 65 ZURN Z-1300 HB—C WALL MOUNTED HOSE BIBB — CONCEALED HOSE BIBB SHALL BE SELF DRAINING AND FREEZELESS MOUNTED IN A FLUSH MOUNTED WALL BOX. BRASS FINISH WITH LOOSE TEE KEY TO BE FURNISHED WITH EACH 3/4" — — — HYDRANT VACUUM BREAKER MEETING ASSE 1011, WOODFORD IOWA #B24—BR—P-3/4-12 ZURN #Z-1300 JAY R. SMITH #5909QT-12PB HOSE HOSE ASSEMBLY PLUMBING CONTRACTOR TO FURNISH & INSTALL ONE HOSE ASSEMBLY WITH EACH HOSE BIBB & YARD HYDRANT. (SEE DETAIL 1 & 2 ON SHEET P-3.) ORDER HOSE ASSEMBLY FROM: ASHEVIL L E HOSE EQUIPMENT, INC. 124 SWANNANOA RIVER ROAD, P.O. BOX 15366, ASHEVILLE, N.C., 28813 (TELE.) (828)-254-8302 — CONTACT IS MARY MELTON FD FLOOR DRAIN — (FD) JOSAM SERIES 30000—A WITH 88250-3 VACUUM BREAKER ZURN ZN-415-513—P WITH Z-1022—CP VACUUM BREAKER JAY R. SMITH 2O10—A—P WITH 2699—CP VACUUM BREAKER WADE W-1100—A5-1 WITH W-2400 VACUUM BREAKER FLOOR CLEANOUT — (CO) CO JOSAM SERIES 56000 ZURN ZN-1400 JAY R. SMITH 4020 WADE W-6000 HOT WATER RECIRCULATING PUMP HW—R HIGH EFFICIENCY BRONZE INLINE PUMP, 1 /40 HP, 120 V. RATED FOR 125 PSI WORKING PRESSURE & 225' F. MINIMUM PERFORMANCE OF 2 GPM AT 25' TDH — 1/2" — — TACO MODEL 006—BT OR EQUAL BY BELL & GOSSETT OR PEERLESS. EXPANSION TANK ET (PRECHARGED DIAPHRAGM TYPES) AMTROL #ST-12 1/2 — — — WATTS #DET-12 ZURN #WXTP-18 WHA—B WATER HAMMER ARRESTOR WHA—C (SEE DETAILS 4—P2 & 2—P2 FOR LOCATIONS) WATTS #SERIES 15— B,C — — — — ZURN #1250— B,C WADE #W-10B, #W-20C EWE{ ELECTRIC WATER HEATER 40 GALLON, 20 GPH RECOVERY @90' RISE, DUAL NON —SIMULTANEOUS ELEMENTS (4500/4500 WATTS), 208 VOLT, 10, 21.6 FLA @208V. 3/4" 3/4" — — STATE INDUSTRIES # P6-40-20RS (AVAILABLE AT LOWE'S AS MAYTAG) AMERICAN WATER HEATER # E123-40R-045DHMV (AVAILABLE AT LOWE'S AS WHIRLPOOL) 'I l R 1 4 mom ■ 2-1/2" TO OFFICE AREA PLUMBING FIXTURESU E w3V WATER SUPPLY FIXTURE UNITS OF 180 HOME CENTERS, INC. ESTIMATED MAX FLOW FOR 180 FU'S IS 87 GPM P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS OPRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE SHUT—OFF DATE DESCRIPTION ' VALVE (TYP.) 4 5/24/022& RACKING PLAN REVISION 9/9/02 5 REVISION 15 w 2" TO GARDEN CENTER AUTOMATIC WATERING SYSTEM MAX FLOW IS 26 {' GPM. RE: SHEET P-4 b. D` PRESSURE FGAUGE 0-100 2" TO GARDEN CENTER IRRIGATION SYSTEM PSI WATER SUPPLY FIXTURE UNITS OF 28 4'-0" AFF (TYP.) ESTIMATED MAX FLOW FOR 35 FU'S IS 23 GPM SHUT—OFF VALVE (TYI k, . 3" DOMESTIC WATER RISER DETAIL NOTES 1—SEE FIRE PROTECTION DRAWINGS FOR LOCATION & COORDINATION OF SPRINKLER PIPING IN THIS AREA 2—SEE CIVIL/SITE DRAWINGS FOR INCOMING WA LINES, BACKFLOW PREVENTERS AND METERS. 3—PROVIDE & INSTALL UNIONS AT ALL POINTS TO ALLOW SERVICING AND REMOVAL. U T ER \ DOi EESTIC ,AND IRRIGATION l,ATEFD, RiSEFP, ELEVATION 5CALE NOT TO SCALE PLUMBING GENERAL NOTES 1. ALL PLUMBING WORK SHALL AT A MINIMUM COMPLY WITH THE LOCALLY ADOPTED PLUMBING CODES INCLUDING ALL AMENDMENTS, LOCAL ORDINANCES AND FEDERAL CODES AND ORDINANCES. 2. ALL WORK SHALL BE PERFORMED BY QUALIFIED TECHNICIANS EXPERIENCED IN THE PLUMBING TRADE. ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMAN -LIKE MANNER ACCORDING TO RECOGNIZED TRADE PRACTICES. 3. THE DRAWINGS ARE DIAGRAMATIC AND INDICATE THE GENERAL LOCATION OF EQUIPMENT, PIPES, VALVES, ETC. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS THAT COMPLETE PLUMBING SYSTE'�.S BE FURNISHED, INSTALLED, TESTED AND READY FOR OPERATION, WHETHER OR NOT EVERY ITEM FOR THE REQUIRED EQUIPMENT, ACCESSORIES, AND PLUMBING DEVICES ARE SHOWN. REFERENCE SHALL BE MADE TO THE FULL DRAWING PACKAGE INCLUDING ARCHITECTURAL, STRUCTURAL, ELECTRICAL, FIRE PROTECTION AND SITE DRAWINGS FOR COORDINATION AND POSSIBLE CONFLICTS. THE PLUMBING CONTRACTOR SHALL, WITHOUT EXTRA CHARGES, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT �` AS NEEDED TO PREVENT CONFLICTS WITH OTHER TRADES, OR FOR PROPER EXECUTION OF THE WORK. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING ANY PIPE WORK. 4. ALL WATER LINES ABOVE FINISHED FLOOR AND WITHIN BUILDING WALLS SHALL BE INSULATED AS DETAILED IN THE WRITTEN SPECIFICATIONS. ALL PIPE INSULATION SHALL BE RATED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. 5. PROVIDE DEEP SEAL TRAPS WITH TRAP PRIMERS AT ALL FLOOR DRAINS. 6. ACCORDING TO A FLOW TEST PERFORMED AUGUST 17, 2001 AT THIS SITE, THE STATIC PRESSURE IS 68 PSI AND THE RESIDUAL PRESSURE IS 62 PSI AT 1235 GPM. THE SYSTEM DESIGN SHALL BE SUCH THAT THE MOST HYDRAULICALLY REMOTE FIXTURE IS PROVIDED WITH A MINIMUM OF 25 PSI. 7. ALL WATER LINES AND DRAIN PIPES BENEATH LAVATORIES SHALL BE INSULATED ACCORDING TO THE REQUIREMENTS OF THE BUILDING CODES AND ADA REQUIREMENTS. (SEE WRITTEN SPECIFICATIONS) 8. ALL COPPER WATER LINES SHALL BE PROTECTED AGAINST COMING INTO CONTACT WITH DISSIMILAR METALS OR MASONRY CONSTRUCTION COMPONENTS. 9. ALL COPPER PIPING BELOW CONCRETE SLABS SHALL BE CONTINUOUS EXCEPT FOR ANY REQUIRED TEE CONNECTIONS. THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT'THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. 0 s 4(r). O w g �]NM6III L o WOa o ,® Ll. z W l 0 • 10. ALL FLUSH VALVES FOR WATER CLOSETS AND URINALS SHALL BE MOUNTED AT 44" AFF. r LLo LL 11. REFER TO PIPE PENETRATION DETAILS AND NOTES ON SHEET P-1 FOR ALL PENETRATIONS THROUGH FIRE RATED WALLS. COORDINATE ono FIRE RATED WALLS WITH THE ARCHITECTURAL SHEETS. C`I U LO (D zNN 12. PLUMBING CONTRACTOR SHALL SEAL AROUND ALL FIXTURES WHERE THE FIXTURE MEETS THE WALL OR MOUNTING SURFACE WITH A WHITE SEALANT. O Lo CO U }-� U w U ITEM DESCRIPTION COLD WATER HOT WATER WASTE VENT PIPE SIZE: PIPE SIZE: PIPE SIZE: PIPE SIZE: H > YARD HYDRANT C3 .� YH LU O YARD HYDRANT SHALL BE FREEZELESS TYPE �_O AND SHALL BE PROTECTED BY AN C/) Q APPROVED DOUBLE CHECK OR GREATER FFF��� WITH VACUUM BREAKER MEETING ASSE 1011, 3/4" — — — °O LO AND LABELED AS NON —POTABLE WATER. 0N C9 WOODFORD MODEL #Y34 1 U M JOSAM 71400 ►�1 = c� ZURN Z-1395 JAY R. SMITH #5909 m x TM THERMOSTATIC MIXING VALVE m 3/4" INLETS, 3/4" OUTLET, MINIMUM 1.0 GPM. SHALL v CONFORM TO ASSE STANDARD 1017. Lu 3/4" 3/4" LEONARD #TM-20—E wL U) OR OWNER APPROVED EQUIVALENT. w Q ® Q ® } _ m w z U ® O rn _ N t. PLUMBING LEGEND cD U) o �Id CD LO D.C.S. DIAPER CHANGING STATION "`� U) Is COLD WATER PIPING _- t\/L GATE VALVE EWC ELECTRIC WATER COOLER' Fn ® ICI ® z° Vim! - _ _ HOT WATER PIPING BACKFLOW r v EWH ELECTRIC WATEf, HEATER ' SANITARY SEWER PIPING PREVENTER E.H.D. ELECTRIC HAND DRYER ® ���//�� ' ST STORM SEWER PIPING LAV LAVATORY `? (/� vJ U) }i- HOSE BIBB — — — — — — VENT PIPING HB WC WATER CLOSET ORIGINAL G MEDIUM PRESSURE —— STRAINER WF WATER FOUNTAIN ISSUE DATE: 4/15/02 GAS PIPING UR URINAL PERMIT SET �J WATER METER 6 C.O. CLEAN OUT ISSUE DATE: 4/15/02 C A/C CONDENSATE CONSTRUCTION SET ' WATER HAMMER ®F D FLOOR DRAIN WITH ISSUE DATE: ARRESTOR TRAP PRIMER DRAWING NUMBER: p — 1 VII PL 1 0 02.18.02 0 • 10. ALL FLUSH VALVES FOR WATER CLOSETS AND URINALS SHALL BE MOUNTED AT 44" AFF. r LLo LL 11. REFER TO PIPE PENETRATION DETAILS AND NOTES ON SHEET P-1 FOR ALL PENETRATIONS THROUGH FIRE RATED WALLS. COORDINATE ono FIRE RATED WALLS WITH THE ARCHITECTURAL SHEETS. C`I U LO (D zNN 12. PLUMBING CONTRACTOR SHALL SEAL AROUND ALL FIXTURES WHERE THE FIXTURE MEETS THE WALL OR MOUNTING SURFACE WITH A WHITE SEALANT. O Lo CO U }-� U w U ITEM DESCRIPTION COLD WATER HOT WATER WASTE VENT PIPE SIZE: PIPE SIZE: PIPE SIZE: PIPE SIZE: H > YARD HYDRANT C3 .� YH LU O YARD HYDRANT SHALL BE FREEZELESS TYPE �_O AND SHALL BE PROTECTED BY AN C/) Q APPROVED DOUBLE CHECK OR GREATER FFF��� WITH VACUUM BREAKER MEETING ASSE 1011, 3/4" — — — °O LO AND LABELED AS NON —POTABLE WATER. 0N C9 WOODFORD MODEL #Y34 1 U M JOSAM 71400 ►�1 = c� ZURN Z-1395 JAY R. SMITH #5909 m x TM THERMOSTATIC MIXING VALVE m 3/4" INLETS, 3/4" OUTLET, MINIMUM 1.0 GPM. SHALL v CONFORM TO ASSE STANDARD 1017. Lu 3/4" 3/4" LEONARD #TM-20—E wL U) OR OWNER APPROVED EQUIVALENT. w Q ® Q ® } _ m w z U ® O rn _ N t. PLUMBING LEGEND cD U) o �Id CD LO D.C.S. DIAPER CHANGING STATION "`� U) Is COLD WATER PIPING _- t\/L GATE VALVE EWC ELECTRIC WATER COOLER' Fn ® ICI ® z° Vim! - _ _ HOT WATER PIPING BACKFLOW r v EWH ELECTRIC WATEf, HEATER ' SANITARY SEWER PIPING PREVENTER E.H.D. ELECTRIC HAND DRYER ® ���//�� ' ST STORM SEWER PIPING LAV LAVATORY `? (/� vJ U) }i- HOSE BIBB — — — — — — VENT PIPING HB WC WATER CLOSET ORIGINAL G MEDIUM PRESSURE —— STRAINER WF WATER FOUNTAIN ISSUE DATE: 4/15/02 GAS PIPING UR URINAL PERMIT SET �J WATER METER 6 C.O. CLEAN OUT ISSUE DATE: 4/15/02 C A/C CONDENSATE CONSTRUCTION SET ' WATER HAMMER ®F D FLOOR DRAIN WITH ISSUE DATE: ARRESTOR TRAP PRIMER DRAWING NUMBER: p — 1 VII PL 1 0 02.18.02 I I I I INVERT=94.30' STUB 5'-0" BEYOND BLDG. LIMITS LINE. SEE SITE PLAN FOR I 1 1 1 CONTINUATION CORRUGATED PLASTIC, -- SMOOTH NTERIOR PIPE _ 6" P_V.C. - - - (TYPICAL IFOR ALL STOR INVERT=94.25 - - - DRAINAGE ON THIS SHEET) I TRASH 12" STORM COMPACTOR �L - - - I INSTALL SJORM LINE ABOVE w TRENCH DRAIN FOOTER. OORDIN�TE WITH o FOR TRUCK WELL. GENERAL ONTRAC OR T01 PROVIDE IPE SLE VE. RE: _ STRUCTIJR L PLAN SEE 2 1 V) 12" STORM A C 10" STORM Z R I I I I I _ C.O. II 10" STOR ATTACH TO CLOSEST -I FENCE POST ON OUTSIDE I �� OF FENCE \ W I -. 1 4" DOWNSPOUT TIE -'IN, CENTER rl "1/I I ON FOOTING --� 1-1/2"C.W. - - - 10" P.V.C. STUB 5'-U" BEYOND qp CONCRETE TURNDOWN. SEE SITE I II 1 -1 I L PLAN FOR CONTINUATION I' ATTACH lI COLUMNS IN SHA E STRUCi•URE.YH (2.01 I �� _ _ . �_- - - — _ - - _-.- - - - .W. I I I I I I I I I I I I GENERATOR AND TRANSFORMER RE: ELECTRICAL DRAWINGS I I I I I I I I I \ I I I I 1�rI STORM LINE BY IVIL. RE: CIVIL] DRAWINGSRTU-20 INVE�=95.80' / . , HB-FP I11 IRRIGATION WATER PIPING. RUN UNDERGROUND TO C.O. - -' YARD HYDRANTS MOUNTED AT COLUMNS OF SHADE STRUCTURES AND FENCE. SEE DETAIL 4-P3. 4 ��� SEE 1 P1 STUB 6" SAN. LINE 5'-0" - - - - - - - - - —BEYOND-BUILDING -LIMITS- ❑IVE— - - - - —I - SEE CIVIL DWG. FOR CONTINUATION. 1-,- 6110 INVERT=93.8'. STUB 2" IRRIGATION CW LINE 5'-0" [I BEYOND BUILDING LIMITS LINE. SEE CIVIL DWG. FOR CONTINUATION. STUB 3" DOMESTIC CW LINE 5'-0" BEYOND BUILDING LIMITS LINE. SEE CIVIL DWG. FOR CONTINUATION. FIRE LINE TO BUILDING FIRE PROTECTION SYSTEM (BY OTHERS) SCJ�►L. 111 = 2 0' - 0" FENCE POST -- g•. t .. .. ....... ........ _ __-. _..�_ .-: 3/4" WATER SUPPLY LINE 3/4" WATER SUPPLY LINE HOSE SPLIT RING SUPPORT 30.. 3/4" CUTOFF THREADED ROD 3/4" E CUTOFF VALVE HROME PLATED ONE PIECE VALVE ESCUTCHEON (TYPICAL) 71 SLAB CONCEALED BOX WITH HOSE BIBB MOUNTED AS A NON —FREEZE WALL HYDRANT ° CLOSE TO COLUMN AS AJ a' A. ° 4 ` HB—C PRACTICAL. i CJ p DEPTH ACCORDING >;. '�� r �� PROVIDE ONE HOSE TO MANUFACTURER'S ASSEMBLY PER BIBB ROM THIS POINT TO UNIT i INSTRUCTIONS 4'-0" LONG — 3/4" HOSE )NTRACTOR. DISCHARGE 12"X 12"X 12" v v v v, v v p V 1 p v v = WITH SHUT OFF VALVE & MASONRY MASONRY QUICK CONNECTION THE ROOF GRAVEL FILL—,,,, '°°°°°°°° pp94°p IT p O vvvvpvvvv9 9vv9ppp9v9 WALL 0 ` WALL 9VTvVVvOv vv0pvvvv9 rr v v v vv p v v vv OV vvvvvvvv ).. Ov 9vv79 Ov 79pVVVV7p {{ vV vv V pV VV vvvvv7vv0v , •• ,. }}' r. 0vvvvvppp pp9vvv Vpv pV VVppv V VV vp vv vv p pvV > _ C f i 0pvvv Vv9p vvvvvvvvv �y vv 9v vpv vvv pppvpvvv vp ' p'V o o V 9°p v v 9 ° ° ° ° ° ° ° ° ° SALES FLOOR ` /r SALES FLOOR P, v ,vvvvvvvv - - v v v v v v v v v v V v v v v v V v v v v v [fih' ' A ,• A• A v,, , ;a •• . .. I • • -0 ' A. "A _ pvpv pvvvVVvvVVV vv TV VV 3/4" C.W. SUPPLY - ' - VVVVVVVVVVVVVVVVVVTVv '� 4 "A A• 1 r A ' 9 v v v p v v 9 v v 0 v 9 9 9 v 0 v v v v �� 1, • •° , 4 , % n Y •$ 4 .♦ J UTILITY COORDINATION NOTES 1 . UTILITY LOCATIONS AND INVERT ELEVATIONS HAVE BEEN COORDINATED WITH THE CIVIL ENGINEER DURING THE DESIGN PHASE OF THE PROJECT. 2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY ENTRANCE LOCATIONS AND ELEVATIONS WITH SITE PLAN AND SITE CONTRACTOR PRIOR TO COMMENCING WORK. COORDINATE ANY DISCREPANCIES WITH LOWES CONSTRUCTION MANAGER PRIOR TO COMMENCING WORK. (TYPICAL ALL UTILITY ENTRANCES) 3. INVERT ELEVATIONS ARE REFERENCED TO A FINISH FLOOR OF 100.00 FEET. RE: CIVIL DRAWINGS FOR ACTUAL FINISH FLOOR ELEVATION. INDICATED INVERTS ARE THE MINIMUM DEPTH BELOW FINISH FLOORFINISH FLOOR(BFF�REQUIRED. COORDINATE EXACT DEPTH WITHCOORDINATE EXACT DEPTH WITH SITE PLAN AND SITE CONTRACTOR. r THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRI"HEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS ORAWINO WAS PREPARED FOR USE ON A SPECIFICS ITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. (1) m owWO I� C e" tpn 0 N n c VCD O y yJ\ F� ® O 4 ® m fID 1 � "' ` - V°o°VOVVv°YVVVV°VV°p°VOpVV ,y A '� •• • a 4 rJ + . A y•.1 • •• 4 �J A PERMIT SET vvpvp Vvppv V9vvvvv vvvvp v v p v v v 0 v v v v v v p9 v v V v p v vvv0pv°v ` ? 4/15/02 ISSUE DATE: V °vpvvvv°,vvvvvvvv° d v vvv V VVVVVVVVV VVVV7V79 I. r � ry CONSTRUCTION SET d: F" ... ,r Fi..V r. .. „c.�. ..E:r:. ..r wf .... ., 7'r ,. .. .- ).. .v _ —_ .._.._ ,. �..._ .. ..1. . .....i_. .�.. _. — ,....._._ _ ... ., l�h.t...,. . .�. ._ t* 1a .. .aJ�, s'._r_._Y„x,::_,>¢..r:. r, , .�t.•.......z.. ,_l.u: x.v _..�._'�-�--—_. -.. -. __ ,. .N a F •1 Y.i: "t ..y,.. ';, :4.. , ;, hrs - J.ai..C..r,.,..J'o+,1.w..�+��m.,K ,.. .'r ', r4..S..rE ..,,4..- _,......i:., ., F�cax,a�1.�r >... ,.ss��r_. ,�n/.rc.1 ..� ,r.,',X..,, .Lrl... .,� .>'T., ,� ... m9 t•. ,.., .. v v,....r.. s•, rr:.-.., .. e..w.i..«.. ,. _.,-. .u---.: .. -. ___ .. 1.-.. ._..,. _. I, ..,�„ ..... ,.. .... . ISSUE DATE: DRAWING NUMBER: r5'_�..MECHANICAL ROOFTOP UNIT PIPING .d (YN) COLUMN MOUNTED YARD HYDRANT (N�-G) CONCEALED IUALL MNTD NOSE BIBB 2 UJ,�,LL 3/��I � ��_�II �3 �5-FF) �C,41_� �MOU�NTEE�:I"0�5E.�5151�1SCALr= /811 _��_�II-3 VII PL03 03.15.02 SINGLE VALVE • SHOWER HEAD TYPE APPLICATION WITII 'I HEADS MOUNTED OUTSIDE OF SHADEI STRUCTURE. HEADS WILL BE AIMABLE AND HAVE ADJUSTABLE THROW TO VAYII THE LENGTH OF THE SPRAY PATTERN' TO THE TARGET AREA. I II II � II II . I II I I II II II II it j II II . I I 'I � I � II II II . II II II j II .h LATERAL SIZE X 1/2" PVC REDUCING TEE ROOF FRAMING PVC LATERAL PIPE 1/2" PVC MALE ADAPTER RAIN BIRD PA-8S-PRS PRESSURE REGULATING SHRUB ADAPTER RAIN BIRD PLASTIC MPR FIXED PATTERN SPRAY NOZZLE PIPE CLAMP SECURED TO ROOF FRAMING (ONE EACH SIDE OF TEE) RAN BIRD MPR SPRAY NOZZLE DETAIL. NO SCALE OR APPROVED EQUAL RAIN/FREEZE SI CONNECT TO COMMOPN W SENSOR TERMINAL (SEE CONDUIT REQUIRED ON ALL ABOVE GROUND WIF FINISH GRADE `- •I II I II I I-� I I f' I I I 'I I �I BRAIN ERE_EZE SENSOR MOUNTING DEAL NO GALE OR APPROVED EQUAL -1 T _/N5" �-__ I co I co I 00 #3.0 RAIN BIRD 5000-S ROTARY SPRINKLER 1" PVC MALE ADAPTER ROOF FRAMING OR FENCE TUBING—, PVC LATERAL PIPE --� LATERAL SIZE X 1" PVC REDUCING TEE OR ELBOW PIPE CLAMP SECURED TO ROOF FRAMING (ONE EACH SIDE OF TEE) RAIN BIRD 5000-S SPRINKLER DETAIL NO SCALE OR APPROVED EQUAL FRONT VIEW "2" T CONTINUOUS 0 I I i STEEL HINGE 7--- ON DOOR i I 2" MOUNTING FLANGE R ___ i _ �0 AINTED STEEL ENCLOSURE i t_ I I UVER VENTS --__-i_____�_ ENCLOSURE LOCK SIDE VIEW 12" 42" 24" ABOVE FLOOR VNOOLALE VALUEENCLOSURE DEAO SCOR APPROVED EQUAL RAIN BIRD 7005 ROTARY SPRINKLER 1" PVC MALE ADAPTER ROOF FRAMING PVC LATERAL PIPE -' LATERAL SIZE X 1 " PVC REDUCING TEE OR ELBOW PIPE CLAMP SECURED TO ROOF FRAMING (ONE EACH SIDE OF TEE) RAIN BIRD 7005 SPRINKLER DETAIL NO SCALE OR APPROVED EQUAL EXISTING 1.5" NON - POTABLE WATER PIPE NEW 1.5" UNION NEW 1.5" TAP OF EXISTING WALL PENERATIO NON -POTABLE WATER LINE 1.5"X2" PVC MALE ADAPTER NEW 1.5'_ \ � GATE VALVE TO BOOSTER PUMP RAIN BIRD RBY-15OC-LSS FROM BOOSTER PUMP WYE FILTER (GREY WATER PIPE CLAMP (TYP.) APPLICATIONS) NEW 1.5" TYPE-K PVC EXISTING 1.5" PVC PIPE PIPING TO DRAIN NOTE: WALL PENETRATION TO BE SEALED AND WEATHER PROOF AS APPROVED BY LOWE'S. MASTER CONTROL VALVE WIRING TO BE INSTALLED IN �" METALLIC CONDUIT TO CONTROLLER LOCATION. ALL NEW PIPING TO BE COLOR CODED FOR NON -POTABLE WATER SAME AS EXISTING PIPING. POINT 0E CON ECTION DETAL 1� g NO SCALE OR APPROVED EQUAL LATERAL SIZE X 3/4" FIP PVC REDUCING TEE ROOF FRAMING - PVC LATERAL PIPE -' RAIN BIRD 16A-FDV-075 AUTOMATIC DRAIN VALVE PIPE CLAMP SECURED TO ROOF FRAMING (ONE EACH SIDE OF TEE) RAIN BIRD FLUSHING VALV[ DETAIL NO SCALE OR A.PFrraVEo ruuni 1" RIGID WIRE CONDUIT 1/2" FLEXIBLE WIRE CONDUIT PIPE CLAMP SEC TO BUILDING MULTIPLE VALVES •RICAL JUNCTION BOX MAINLINE PIPING MALE ADAPTER CONTROL VALVE LATERAL PIPING ELECTRICAL JUNCTION BOX 1 RIGID WIRE MAINLINE PIPING CONDUIT MALE ADAPTER 1/2" FLEXIBLE�� - CONTROL VALVE WIRE CONDUIT PIPE CLAMP SECURE _ TO BUILDING WAL LATERAL PIPING CONTRU VALVE INSTALATION MAIL NO SCALE OR ;,vcaoVen EQurd. 30"Lx16.25"Wx28.5"H 2" PVC PIPING STAINLESS STEEL TO IRRIGATION SYSTEM - ENCLOSURE 30" 2" PVC PIPING FROM WATE R-r 15" SUPPLY RAIN BIRD ! ❑i ❑❑ UL uElD5 - FS 100B FLOW METER L_j r -'�' Ll i j � LJ L- - - - r-, - a L_i Li 1.5 GATE VALVE I r TO DRAIN °°°°° 14 VERTICAL "TURBINE BOOSTER PUMP (86 PSI DISCHARGE PRESSURE AFTER BOOST) NEW RAIN BIRD RAIN BIRD MODEL PTS THERMAL SHUT-OFF 150-PEB ELECTRIC CON TRUL VALVE BOOSTER PUMP DETAIL BUILDING FLOOR 11 NO SCALE OR APPROVED EQUAL II I I ---------- _---------- ------ r -- — — — — — — — _— — - _ � -- — - — — = J ---------------------- ---------- ------------------------------- 2" .-.-.-._._._._.-.-. T._._._.-._.-._._._.T._._._._._._._._._._.�_._._._._._._._._.�._._._.._._._._._._._ _- j cn --•-•-----•--- �1 - - - --------------------- ------------------------------- ------ - - - - - - - - - - -- - - - - -- -------------------------------- 1 -1 4" I ---- - - - - - - - - -- - - - - - - - - -- --j-j- -j - C - - - - - - --- I. L_._. A B W T = I I T I I II I I I o j I AIR/VACUUM RELIEF VALVE TO BE INSTALLED AT HIGHEST POINT OF MAINLINE PIPING. ALL MAINLINE PIPING )ZQ' ---- m I O 1 j I 'TO BE INSTALLED PITCHED SLIGHTLY I DOWNWARD FROM RELIEF VALVE. - - 1 -1 �4�- �— - - - ___________ ___________ _____4 - - - - - - - -�- - I - I TS O 0 I 1� I _._._. .n_._._._._._ .. _._ _ INSTALL CONTROLLER IN STA NLESS `D STEEL ENCLOSURE SECURED TO j BUILDING WALL. COORDINATE LOCATION _ _ _ __WITH LOWE'S REPRESENTATIV(SEE --- ---- -------,------ ---- ------ - ) ------- -- 2------- �----- z-----------------�---------- �------ _.--- , _ _ = DETAIL - I I I � I j 2 I co 2" j 12„ -----------------------------------------------------_----- - - - I - - - - - — - -: - - - - - ----------------------------------------------------------------- TZI I o m 1i j J I, 1 - - -- - - - -- -- - - - - - - - - - - - - - - --t II 1 (I 6'-8" 5' /'-3" 6' 6'-8" 5'-8" 6" 8" 6'-6" 6'-8" 6'-11" 6'-8" 6'-8" I 46'-5" /( L --7 I- - - - - - - - --I-- - - - - - - --' - - - - - - - - r E 1 I I I I LATERAL PIPING ABOVE BENCHES TO I I BE INSTALLED PITCHED SIGHTLY j I I DOWNWARD TOWARD LATE L SUPPLY Ij I HEADER (TYP.) 2" IRRIGATION COLD WATER I - \ - - - - - -� - - - - - - - - —�- - - - - - - - - - -�—� LINE. RUN OVERHEAD TO III I , I I I GARDEN CENTER. SEE SHEET j I I j P-3 FOR CONTINUATION. FEE S I j I �3.0 / \ #3.0 / \ #3.03.03.0 �/ \ #3. - -- I L.� �.J L f , 1 25' 25' 25' 25' 25' 2 0' - 0 I I IRRIGATION NOTES: FRONT VIEW t_ 1 a" P' GALVANIZE P SIDE VIEW 12" r-I I RAIN BIRD ESP-12LX+ I - CONTROLLER I_J — S.STEEL ENCLOSURE r-I ; 36" -RAIN BIRD R-200 I I �a PUMP START RELAY - ENCLOSURE LOCK LOUVER VENTS URE D ETAI L OR APPROVED EQUAL PIPE CAMP DETAIL NO SCALE OR APPROVED EQUAL I. ALL PIPE SHALL BE CLAMPED TO BUILDING OR ROOF FRAMINO USING APPROVED OFFSET PIPE CLAMP A MINIMUM OF 4' ON CENTER. PIPING SHALL BE INSTALLED 50 AS NOT TO BE IN DIRECT GONTACT WITH METAL BUILDING/ROOF STRUCTURE. DRILLING OR GUTTING OF ROOF STRUCTURE SHALL NOT BE PERMITTED. 2. ALL CONTROL WIRE 5HALL BE #14 GAUGE SINGLE STRAND RED, ALL COMMON WIRE SHALL BE #14 GAUGE SINGLE STRAND WHITE. 3. ALL SPRAY AND ROTARY SPRINKLERS SHALL BE INSTALLED ON PVG MALE ADAPTERS. (SEE DETAIL) 4. IRRIGATION 5Y5TEM 15 DE516NEP FOR SEPARATE WATER SUPPLY TO PROVIDE 26 GPM MAX FROM EXISTING 1-1/2 INCH 5ERVIGE. SYSTEM TO PRODUCE A MINIMUM OF 86 P51 DOWNSTREAM OF BOOSTER PUMP AT FULL SYSTEM FLOW. 5. CONTRAGTOR SHALL BE RE5P0N5IBLE FOR 5ELECTING PROPER PUMP MODEL TO PROVIDE THE NECESSARY BOOST PRE55URE TO SATISFY THE PRESSURE REQUIREMENT FOR THE IRRIGATION SYSTEM. 6. INSTALL CONTROLLER IN ENCLOSURE, GENERALLY WHERE 5HOWN ON THE DRAWINGS, HARD WIRE TO 120 VOLT, DEDICATED 20 AMP CIRGUIT, POWER SUPPLY USING LICENSED ELECTRICIAN. ROUTE ALL ZONE AND SPARE WIRES TO CONTROLLER VIA CONDUIT THROUGH ENCLOSURE BASE. -7. INSTALL RAIN AND FREEZE 5EN50R5 ON OUTSIDE OF BUILDINO WALL WHERE DIRECTED BY LOWE'S REP. EXTERIOR SENSOR WIRING SHALL BE CONTAINED IN I/2 INCH METALLIC CONDUIT, SECURED TO OUTSIDE OF BUILDING WALL. RAIN SENSOR SHALL BE WIRED TO CONTROL ZONES 2-8 ONLY. ZONE I SHALL HAVE A SEPARATE COMMON WIRE BYPASSING THE RAIN SENSOR. FREEZE SENSOR SHALL BE WIRED TO CONTROLLER SENSOR TERMINAL. 81. ALL ABOVE GROUND WIRING, IN51DE AND OUTSIDE OF BUILDING, SHALL BE INSTALLED IN RIGID, METALLIC CONDUIT FOR VANDALI5M PROTECTION. Cf. FLUSH ALL LATERAL LINES BEFORE INSTALLING SPRINKLERS. 10. INSTALL AUTOMATIC, FLUSH PORTS AT LOWEST POINT OF LATERAL LINES, GENERALLY WHERE 5I-IOWN ON THE DRAWINGS. 11. INSTALL AIR VAGUUM/RELIEF VALVES AT HIGH POINT OF MAINLINE PIPING, GENERALLY WHERE SHOWN ON THE DRAWINGS. 12. INSTALL BOOSTER PUMP AND MASTER CONTROL VALVE IN ENCLOSURE IN BUILDING, GENERALLY WHERE SHOWN ON THE DRAWINGS. COORDINATE LOCATION WITH LOWE'S REPRESENTATIVE. (SEE DETAIL) 13. B005TER PUMP SHALL BE OPERATED BY A PUMP START RELAY CONTROLLED BY THE IRRIGATION CONTROLLER. 14. INSTALL 1-1/2 INCH 40 MESH FILTER AT POINT OF GONNEGTION UPSTREAM OF MASTER CONTROL VALVE AND BOOSTER PUMP WHEN GREY WATER 15 TO BE USED. 15. INSTALL FLOW METER UPSTREAM OF BOOSTER PUMP. FLOW METER SHALL HAVE A MINIMUM OF 15 INCHES OF 5TRAI67HT PIPING WITH NO FITTINGS UPSTREAM AND -7.5 INCHES DOWNSTREAM. IRRIGATION LEGEND: Q H ®® RAIN BIRD 5' FIXED SPRAY PATTERN NOZZLE W/ PA-8S-PRS Q H OR EQUAL RAIN BIRD 5000-S-PC ROTARY SPRINKLER OR EQUAL Q H (NOZZLE NUMBER AS INDICATED) O B RAIN BIRD 7005 ROTARY SPRINKLER OR EQUAL (NOZZLE NUMBER AS INDICATED) SPRINKLER COVERAGE ARC ® RAIN BIRD PEB-PRS-D SERIES ELECTRIC ZONE VALVE OR EQUAL © (SEE VALVE DESIGNATOR FOR FLOW AND SIZES) RAIN BIRD ESP-12LX+ AUTOMATIC CONTROLLER OR EQUAL TYPE-L PVC MAINLINE PIPING (SIZE AS INDICATED) TYPE-L PVC LATERAL PIPING (SIZE AS INDICATED) 1" METALLIC WIRE CONDUIT AUTOMATIC RAIN SENSOR a AUTOMATIC FREEZE SENSOR 0 RAIN BIRD AR -VALVE AIR VACUUM RELIEF VALVE OR EQUAL 0 O RAIN BIRD 16A-FDV-075 AUTOMATIC FLUSHING VALVE OR EQUAL B O BOOSTER PUMP LOCATION W PONT OF CONNECTION VALVE DESIGNATION: STATION NO. e VALVE SIZE 0 ENTIRE SHEET ADDED LOWEV HOME CENTERS, INC. P.U. BOX 1111 N. WILKESBORO, NC 26656 L 13 W Emg • REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 9 9/02 5 REVISION 15 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOU'T'THE EXPRE333ED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICS TEAT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF'fHIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NO T AUTHORIZED AND IS CONTRARY TO THE LAW. • • q l ,�Y 0 W N y03 0 �77 4 W ril T ,r w Q w I' � r; _cl ' U o o 73 0 II II ® M O CIO 0 4 c 0 • • Lo Il co Lo o� m Lo co rr �Jco 0 In Z w o 4 I.-_: 0 w 00 Co(D N . co _m • m m `We U LLI U Q �_ ED � m f� C LL. ® ID0 ® 0 o 0 .�0LL 0 ® o LL z w Q O Qo ___l W U) a s ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: P-4 I E ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT FROM GEN-SET TO SPRINKLER ROOM FOR FIRE PUMP. STUB UP IN SPRINKLER ROOM ADJACENT TO 2-1/2" CONDUIT FROM PULL SECTIONLOWE IN ELECTRICAL ROOM 1. SEE RISER DIAGRAM ON SHEET E-12. rawrt HOME CENTERS, INC. UNDERGROUND SERVICE FROM POWER COMPANY'S PAD -MOUNTED - P.O. BOX 1111 N. WILKESBORO, NC 28656• TRANSFORMER BY ELEC. CONTRACTOR. SEE RISER DIAGRAM ON REVISIONS SHEET E-12 FOR CONDUIT AND WIRE SIZE. REVISIONS �� POST BID SET ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT PRE -BID SET O ISSUE DATE L_\// ISSUE DATE FROM GEN-SET TO "ELS" TRANSFER SWITCH. ELECTRICAL DATE _ DESCRIPTION CONTRAC 9/9/02 5 REVISION �5 PROVIDE ALL ELECTRICAL DISCONNECTS, STARTERS, ETC. TOR SHALL ALSO PROVIDE CONDUIT AND FEEDER FROM GEN-SET TO "MDPB" TRANSFER SWITCH. SEE RISER DIAGRAM ON SPIFFY E-12 FOR AS REQUIRED FOR IRRIGATION PUMP INDICATED ON CIVIL DRAWINGS. COORDINATE EXACT LOCATION AND REQUIRED CONDUIT AND WIRE SIZE. METERING AND ENCLOSURE TYPES WITH CIVIL ENGINEER AND OWNERS REPRESENTATIVE PRIOR TO ROUGH IN. (1) 1" UNDERGROUND CONDUITS FOR SITE LIGHTING CIRCUITS. SURFACE MOUNTED NEMA L16-30R TWIST -LOCK RECEPTACLE © 8'-0" I I I 5 -6 A.F.F. FOR BAILER I ,n MOUNT ON TOP OF I BOTTOM CHORD OF 60A. 3P. NON -FUSIBLE DISCONNECT I 28 -0„ 4 4 5 5 I BAR JOINTS. THESE I n FOR TRASH COMPACTOR. NEMA 3-R BOXES ARE ELECTRICA ENCLOSURE. MOUNT (9 36" ABOVE ' FOR BATTERY CHARGERS.' I , BC" WP,GFI ' ROOM # 1 ' F , �-I FINISHED GRADE. _ - i _ pEL _NOTE 7) In I BC-2,4,6 - - -I RP1-13 I - In T -20 I - ' I HVAC2-20,22,24 J J J J _ 15" A.F.F. NOMINAL. THIS DRAWING IS THE PROPERTY OF LOWE'S HOME BG-8,10,12 BG-14,16,18 ' COORDINATE BOTTOM I ' WP,GFI I I g = _ = I CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE l r N N I I OR PART IS PROHIBITED WI THOU THE EXPRESSED r Lri I OF BOXES WITH NOTE 6 1 1 WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED r �\ �" ai i N I MASONRY JOINT. II - / I 2 -0 STIPULATION FOR REUSE 2' - �" THIS DRAWING WAS PREPARED FOR USE ON A U m U m n I RP 1-;27,29 ' SPECIFIC SITE AT SANFORD, FL RP1-19 n n m m --------- - II - - - - - - III I I CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON T- - ' - - - - - - _ I - - _ - _ _ I- T_ - - - - - - - - - - - - - - - '"- - - - - - -' - - - - - - - - - - - - Q - - N EMA -20R - OS/15/02 N T AND IT IS NOT SUITABLE FOR USE ON A RP 1-31 OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON -- - - - - - - - -a - - - I - - - - - - - - - - - - - - - - - DIFFERS PROJECT SITE OR AT A LATER TIME. USE WP,GFI -° - ANOTHER PROJECT REQUIRES THE SERVICES OF III �11 I II ' ' I J I PROPERLY LICENSED ARCHITECTS AND ENGINEERS. NOTE 6 I REPRODUCTION OF THIS DRAWING FOR REUSE ON UNDERGROUND FEEDER FROM MAIN ANOTHER PROJECT IS NUT AUTHORIZED AND IS ' DOCK LEVELER 20A., '� ELECTRICAL ROOM "1 TO "BC'! II I 11 NOTE 3 HVAC 1-14,16,18 I I1 1 CONTRARY TO THE LAW. WP, GFI RECEPTACLE. PP�GFI I I PANEL - SEE RISER DIAGRAM., • (SEE DETAIL 4-E8). I (SEE NOTE 4) I III II I II I I I I I I RTU-18 I ' I RP1-1,3�5 HVAC2-14,16,18 RTU-17 RTU-16 ili �I1 i II I RTU-15 HVAC1-8,10,12 HVAC2-8,10,12 11 �ii 11 HVAC 1 -2,4,6 RTU-14 I I HVAC2-2,4,6 NOTE NOTE 2 - - ----- - q-III �—) I - -� - - - - - - --' - - ---- - --- - - -- - - ---- - - - _ - - III dll I 11 NOTE 2 NOTE 2 NOTE 2 � II jl � III III 1 i Ij � WP,GFI WP,GFI WP,GFI NOTE 6 NOTE 6 I I II I ICI �11 I NOTE 61i WP,GFI WP,GFI' NOTE 6 NOTE 6 I I I • ' 111 �11 hN ^ o }-----fr----4- - - -4- - - -4 - - - --I-III III I - � --I - - - --I-- - - � -' - - �------ ELECTRICAL _ _ _ Ow I' CONTRACTOR TO PROVIDE (2) 2-1/2" EMPTY CONDUITS I(� �If-� — (� �" l!"sg j I UNDERGROUND FROM FIRE PUMP PULL SECTION AND r" I II FUSED DISCONNECT SWITCHES,, SIZED PER EQUIPMENT Q am28 o r r III III I NAME' LATE, FOR ROOFTOP UNITS AND ENERGY m p GEN-SET LUGS TO SPRINKLER (ROOM FOR TIRE PUMP. FIRE PUMP fI I 1--3r ®(11 P MOUNT © CONNECTION SHALL BE AHEAD OF ANY OVER -CURRENT DEVICE. III III I 11 RECO�ERY VENTILATORS SHAI_I_ BE PROVIDED AS AN j.,�, F/�� I ELECTRICAL CONTRACTOR SHALL, PROVIDE (1) 1 " CONDUIT WITH (2) #10 III �11 I ( INTEG AL PART OF THE UNIT. WIRING TO a mgg o 24" A.F.F. AWG CONDUCTORS FOR SHUNT TRIP CIRCUIT TO GEN-SET 600 AMPERE III III I Ii DISCONNECT SHALL BE BY ELECTRICAL CONTRACTOR. I I i SHUNT TRIP BREAKER. III �11 I I1 r� ® �✓ JJm P, GFI I I RP2-29 III III I II I z j I t-- NOTE 3 111 III I II j II RP2-36 �= RTU-9 RTU-10 I I II I 1) I TR U-13 HVAC1-13,15,17 HVAC2-25,27,29 _ II 11 III IIRTU_12 1 Ll — - — - — -RP2-4 I i HVAC1-25,27,29 19,21,23 HVAC2-31,33,35 I lil f-- _ - -- ---- NOTE 2 - ---- �- - - - -� - - -- NOTE 2 dr11�1 �I - ---- --- - - - - - - -- --I RP1-6 - - IL I II f III rll ( 11 NOTE 2 I NOTE 2 NOTE 2 II I� 'I III III I y NOTE 61 I I WP,GFI III dll I WP,GFI II WP,GFI WP,GFI NOTE 6 III III I NOTE 6 1 NOTE 6 - NOTE 6 -- - JI IRRIGATION N PUMP I I , UNDERGROUND FEEDERS - - - - - 1 II P1-30,32,34 , Q TO MAIN ELECTRICAL L I r RECEP�FACLE FOR GARDEN 5 ROOM - SEE RISER I III III I JJ DIAGRAM. SEE NOTE 4)CENTSOIRRIGATION NOTE 1 -GONTRILLER-MOUNT RRP2 43 CLE4 - - -ECEPK' - - - VI11 11 1I ' - - - ---- - -EMPTY 2"0 CONDUIT - - - (EMT) FOR SATELLITE I WP, OF] CABLE. TERMINATE AT /� I I I I CABLE TRAY. 2_ 40 - E8 AND I oE_ 2 00 0_ 8-E7). _ I I I —RTU= HVAC28 19,21,23 RT)-RTU_ I BIB I RT — HVAC1-7,9,11 / /j jj/i HVAC1-1,3, HVAC2-7,9,11 d b RP2-2 o r,4 NOTE I 2/ NOTE 2 � � �I /i/ � NOTE NOTE 2 - .. NOTE 2 o � � •� i t RP2-27 NOTE 6 /j//j I RP2-6 v' G — _ — — — — -- WP,GFI /// / +e v RE I EPTACLE F R -� NOTE 6 jj/ WP,GF� I INP,GFI WP GFI ///��i� I WP,GFI 0 SITE I 3 0 i �/ j////// I NOTE 6 NOTE 6 NOTE 6 1 1 # / CU. GND IN 2 C. FROM I I _IRRIGATION�CONTROLLER STUB L NOTE 3 INCOMING I COPPER WATERLINE ji/�/// ELECTRICAL CONTRACTOR SH LL RUN 3/4" CONDUIT AND CONTROL WIRING FRO JUNCTION BOX AT ROLL -UP DOOR ttP 1 NERJOFfT S NRY ROM— - -� / ////// ABOVE BOTTOM CHORD OF J ISTS IN VESTIBULE AND ITHROUGH MASONRY WALL.ITURN CONDUIT DOWN AND RUN INSIDE AS SERVI' E ENTRANCE NEUTRAL / //�,r///� OF MASONRY WALL TO THRE BUTTON SWITCH MOUNTED AND INSTAL -LED BY ELECTRICAL CONTRACTOR 48' A.F F. CORNER IOF MASONRY ALL r I , ASSEMBLY LOCATED IN MAIN / ////// � �' j I _ TO IRRIGATION PIT BOX. BREAKER SECTION. %%////// I ' I I THREE BU ON • • M6F�N-�RECEP-TACLE- zlr4" _ _ / /�/� I I I /////iiii I I ERV—� R� 3 I '�� — I 01 I RP2-34 /�//// LP2 38,40,42 LP2B-37 3 41 I I I SWITCH rn II SL -11 A.F.F. (NO E 7) = c= _ _ _ _ /r,5 /- �- �� DEDICATED WEATHERPROOF & 5 Lo LL I I I - RP2-3 RTU-2 WP,GFI GFI OUTLETS FOR VENDING to ``� 21 '-0" 16' 9-" fD J WP, GFI I ,------ ///i// I i 00 _ _ cv I`r _ _ _ _ _ — — _ _ _ _ _ //j/ NOTE HVAC2-1,3,5 — NOTE 6 I [ — _ — — F — — — - ' MACHINES.' (SEE NOTE- 7). - J L K._� RP2-5 WP,GFI �� CVI RTUr1 RP2-5 U � I_ I ELECTRICAL J Rp -g �A WP, I WP,GFI O z LP26 31,33,35 RP2-1 J RP2-15 � RP2-13 ROOM #2 NOTE 3 NOTE 3 (III NOTE 3 NOTE 3 O LID RPn -lE WP,GFI - NOTE 6 RP2-7 �� '� L MO --I- TF 3 J � NOTE 6 - NOTE 3 I I N N _ - - - WP GF - - - w � CK - RP2-19,21,23 _ _ _ _ _ 1 - WP,GFI WP,GFI O ELECTRICAL CONTRACTOR SHALL MOUNT A 4"X4"X2-1/8"JUNCTION WP,GFI — _ BOX ON INSIDE OF GABLE WALL FOR GARDEN CENTER SIGN. SIGN (2) 4" CONDUIT UNDERGROUND TO TELEPHONE EQUIPMENT BOARD. SEE �IU 4r,_ u� r� _ O I I I L If T�1 CONTRACTOR WILL SLEEVE THROUGH GABLE WALL AND EXTEND PLANS FOR EXACT LOCATION AND DETAIL 8-E7 FOR MORE INFORMATION. 9 � 5 � EXTEND CONDUITS FROM JUNCTION BOXES TO A POINT Q I ­'PIGTAIL FOR SIGN THROUGH SLEEVE. ELECTRICAL CONTRACTOR I I I I N N NEAR THE BACK OF EACHLETTER THAT RECEIVES POWER. �' SHALL "THEN RUN FEEDER TO JUNCTION BOX AND MAKE COORDINATE ALL PENETRATIONS THROUGH WALL INTO BACK EXTEND CONDUIT FROM JUNCTION BOX TO A POINT cn > CONNECTION. BRANCH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL (4) 1" UNDERGROUND CONDUITS FOR SITE LIGHTING CIRCUITS. OF SIGN WITH SIGN INSTALLERNEAR THE BACK OF EACH LETTER THAT RECEIVES C w O ROUTED WITH PHASE CONDUCTOR FROM PANEL TO SIGN PIGTAIL. . PROVIDE A JUNCTION BOX I AT THIS POINT AND CONNECT PIGTAIL FROM SIGN TO POWER. COORDINATE ALL PENETRATIONS THROUGH WALL SLB-9 ui SEE ARCHITECTURAL_ DRAWINGS FOR LOCATION OF SIGN AND FOR BRANCH CIRCUIT WIRING. BRANCH CIRCUIT WIRING SHALL HAVE A INTO BACK OF SIGN WITH SIGN INSTALLER. PROVIDE A WALL DETAILS. SEE DETAIL_ 4-E9. I JUNCTION BOX AT THIS POINT AND CONNECT PIGTAIL Q 0 DEDICATED NEUTRAL ROUTED WITH PHASE CONDUCTORS FROM w 'tFROM SIGN TO BRANCH CIRCUIT WIRING. BRANCH _ 00 PANEL TO SIGN PIGTAIL. MAKE WALL PENETRATION WEATHER CIRCUIT WIRING SHALL HAVE A DEDICATED NEUTRAL - - - - l v J CID LO (2) SETS OF 4 #6, 1 #6G., 1-1 /2"C., 3P., (480V.) TIGHT. SEE DETAIL 2-E9. ROUTED WITH PHASE CONDUCTOR FROM PANEL TO SIGN ��� ��� >O SLB-2,4,6 AND SLB-8,10,12 (TO "LOWE'S" ROAD PIGTAIL. MAKE WALL PENETRATION WEATHER TIGHT. SEE = � SIGNS). UNDERGROUND CONDUIT TO ROAD SIGN. SEE DETAIL 5-E9. SITE LIGHTING PLAN FOR CONTINUATION. • COLUMN EC FTACLE 110UNTING� r 3/4 " _ I I- 0 I I 5U I L IDING POWER FI AN 5CALE III = 20I-0" BUILDING POWER NOTES: 1. PROVIDE A CONVENIENCE OUTLET ON COLUMN BELOW ROOF FOR SATELLITE DISH DE-ICER. 5. VERIFY AND COORDINATE EXACT LOCATION OF ALL ROOF -TOP UNITS WITH MECHANICAL SEE DETAIL 2-E8. CONTRACTOR PRIOR TO ROUGHING -IN. 2. DUPLEX RECEPTACLE MOUNTED ON COLUMN IN "FS" BOX AT BOTTOM OF BAR JOISTS. PROVIDE 6. WEATHERPROOF GFI CONVENIENCE OUTLET LOCATED WITHIN ROOF -TOP HVAC UNIT. OUTLET METAL COVER PLATES FOR THESE RECEPTACLES. (SEE DETAIL 2-E4). SHALL BE PROVIDED WITHIN EACH UNIT BY THE MANUFACTURER. WIRING TO OUTLET SHALL BE BY THE ELECTRICAL CONTRACTOR. 3. MAKE CONNECTIONS TO AUTOMATIC DOORS FROM THIS JUNCTION BOX LOCATED ON WALL ABOVE DOOR HEADER. PROVIDE DISCONNECT AS REQUIRED. 7. WEATHERPROOF RECEPTACLES WITH AN UNATTENDED PLUG ATTACHED, SUCH AS FOR VENDING MACHINES, SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WITH THE PLUG 4. FEEDERS FROM "MDP" PANELS TO THE 277/480V BRANCH PANELS AND 120/208V INSERTED. REFERENCE NEC 410-57(b)(1). STEP-DOWN TRANSFORMERS SHALL BE RUN UNDER THE SLAB IN N.E.C. APPROVED SCHEDULE 40 PVC CONDUIT PROVIDED THE FOLLOWING REQUIREMENTS AND ANY ADDITIONAL REQUIREMENTS OF THE N.E.C. ARE SATISFIED: -AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN EACH RACEWAY PER N.E.C. ARTICLE 250. PVC CONDUIT MAY BE USED FOR UNDERGROUND STRAIGHT RUNS ONLY. ALL TURNS SHALL BE ACCOMPLISHED WITH RIGID METALLIC CONDUIT TO AVOID ANY POSSIBILITY OF DAMAGE DURING WIRE PULLING. DRAWING IS SCHEMATIC. RUN UNDERGROUND USING THE MOST DIRECT ROUTE POSSIBLE. INSTALL 18 INCHES BELOW BOTTOM OF STONE BASE. (SEE DETAIL 3-E4). CONCRETE SLAB STONE SUB -BASE E.LLUIt0I AL UUIVUUII UNIDER=P1-OOF� CONDUIT 5URIAL [DETAIL IIIv1I_0II m n, U O W 2 OU U LL _ m w 0 O ®L 0— LL N r- O O o Q a o z U) 1L. N O (� LL O z w ® rr<� ul ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-4 VII EL04 03.15.02 • 0 , i 3 0 t I A 44 I Q- d- vi N N O 01 A "LP1A" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL LOAD KVA oN'v7 m �2 C w 6z q g C � � �' 6z �N � m o 8 LOAD KVA LOAD TYPE (LABEL) A B C A B C AGING RECVG AREA LIGHTS 2.9 1 E 20 10 1 2 10 20 E 2.9 RECVG STAGING AREA LIGHTS SALES AREA LIGHTS 3.61 E 20 10 3 4 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.8 E 20 10 5 6 10 20 E 3.8 SALES AREA LIGHTS SALES AREA LIGHTS 3.8 E 20 10 7 8 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.5 E 20 10 9 10 10 20 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.6E 20 10 11 12 10 20 E 13.81 SALES AREA LIGHTS SALES AREA LIGHTS 3.61 1 E 20 10 13 14 10 20 E 3.6 1 SALES AREA LIGHTS SALES AREA LIGHTS 3.3 E 20 10 15 16 10 20 E 3.1 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 17 18 10 20 E 2.8 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 19 20 10 20 E 2.6 SALES AREA LIGHTS SALES AREA LIGHTS 2.9 E 20 10 21 22 10 20 E 13.3 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 23 24 10 20 E 1 3.81 SALES AREA LIGHTS SALES AREA LIGHTS 2.9 E 20 10 25 26 10 20 E 2.1 LUMBER CANOPY LIGHTS SITE LIGHTING 1.7 E 20 10 27 28 20 T - SPARE 1.6 E 29 30 20 T - SPARE SITE LIGHTING - NL 1.7 E 20 10 31 32 20 T - SPARE 1.6 E 33 34 20 T - SPARE SPARE - T 20 35 36 20 T - SPARE SPARE - T 20 371. 38 20tT SPARE SPARE - T 20 39 40 20- SPARE SPARE - T 20 41 42 20 - SPARE TOTAL CONN. LOAD 90.2 KVA, 108.5 AMPERES PHASE A: 32.3 KVA PHASE B: 29.0 KVA PHASE C: 28.8 KVA PANEL DE -RATING 80% 135.6 AMPERES "LP1 B" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL LOAD KVA o s m �N �ti �w �� 6Z q B C E5 O 6z . $� m o e OA KVA LOAD TYPE (LABEL) A B C A B C AGING RECVG AREA LIGHTS 2.9 E 20110 1 2 10 20 E 2.9 STAGING RECVG AREA LIGHTS SALES AREA LIGHTS 2.4 E 20110 3 4 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 2.5 E 20 10 5 6 10 20 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.5 E 20 10 7 8 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS .2.31 E 20 10 9 10 10 20 E 1.51 SALES AREA LIGHTS SALES AREA LIGHTS 2.4 E 20 10 11 12 10 201 E 1 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.4 E 120,10,13 4 10 20 E 2.4 1 SALES AREA LIGHTS SALES AREA LIGHTS 2.2 E 20 10 15 _I 16 10 20 E 2.1 1 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 17 18 10 20 E 1.9 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 19 20 10 20 E 1.7 SALES AREA LIGHTS SALES AREA LIGHTS 12.01 E 20 10 21 rIlL 22 101201 E 2.21 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 23 24 10 20 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.01 1 E 20 10 25 26 10 20 E 2.1 LUMBER CANOPY LIGHTS EXTERIOR WALL LIGHTS 3.3 E 20 10 27 28 20 T SPARE EXTERIOR WALL NT. LIGHTS 3.3 E 20 10 29 30 20 T SPARE EXTERIOR WALL LIGHTS 1.4 E 20 10 31 32 20 T - SPARE EXTERIOR WALL NT. LIGHTS 1.9 E 20 10 33 34 20 ,T I - SPARE SPACE ONLY 35 pr" 36 20 T SPARE SPACE ONLY 37 38 SPACE ONLY SPACE ONLY 39 40 1 SPACE ONLY SPACE ONLY 41 42 SPACE ONLY TOTAL CONN. LOAD 68.1 KVA, 81.9 AMPERES PHASE A: 24.5 KVA PHASE B: 22.2 KVA PHASE C: 21.4 KVA PANEL DE -RATING 80% 102.3 AMPERES "RP1" 120 208V., 30, 4W., S.N., 200A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE (LABEL LOAD KVA o 0 m ww s" �m �� uz q B C �� O� �� w �N m w e LOAD KVA LOAD TYPE (LABEL) A B C A B C 1.51 1 T 20 10 1 2 20 T - SPARE ROLL UP DOOR -STAGING 1.5 T 3 4 10.20 T 1.7 CONV.OUTLETS-SALES&ROOF 1.5 T 5 6 20 T 1.3 CONV.OUTLETS-SALES&ROOF SPARE T 20 7 8 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 9 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 11 12 20 T 0.2 CQNV.OUTLETS-SALES DESK AUTO DOOR-RECEMNG 0.2 T 20 8 13 14 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - 15 16 8 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - 17 8 10 20 T 0.2 CONV.OUTLETS-SALES DESK DOCK LEVELER 1.2 T 20 8 19 _I 20 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 20 10 21 22 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 20 10 23 24 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 20 10 25 26 12120 T 0.6 CONV.OUTLETS-ELECT. RM. 1 208V CONY. OUTLET 0.2 T 20 10 27 T 0 9 C 0 - G E 208V CONY. OUTLET 0.2 T 29 30 10120 X 1.0 120V CONY. OUTLET 0.2 T 20 10 31 32 10 20 X 1.0 GC IRRIGATION PUMP GENSET BATTERY CHARGER 1.2 T 120112 33 34 10 20 X 1.0 GENSET JACKET WATER HTR 2.0 T 25 10 35 36 GENSET JACKET WATER HTR .0 T 37 38 20 T - SPARE SPARE - T 20 39 40 20 T - SPARE SPARE - T 20 41 42 20 T - SPARE SPARE - T 20 43 44 20 T - SPARE SPARE - T 20 45 46 20 T - SPARE SPARE - T 20 47 48 20 T - SPARE SPARE - T 20 49 50 20 T - SPARE SPARE - T 20 51 52 20 T - SPARE SPARE - T 20 53 54 20 T SPARE SPARE T 20 55 56 20 T - SPARE SPARE - T 20 57 58 20 T - SPARE BMS RELAY CONTROL 0.2 P 20 10 59 60 20 T - SPARE SPACE ONLY - 61 62 - SPACE ONLY SPACE ONLY 63 64 SPACE ONLY SPACE ONLY - 65 66 - SPACE ONLY SPACE ONLY - 67 gg - SPACE ONLY SPACE ONLY 69 70 - SPACE ONLY SPACE ONLY - 71 72 - SPACE ONLY SPACE ONLY 73 74 - SPACE ONLY SPACE ONLY - 75 76 SPACE ONLY SPACE ONLY - 77 7g - SPACE ONLY SPACE ONLY - 79 80 SPACE ONLY SPACE ONLY - 81 82 - SPACE ONLY SPACE ONLY - 83 84 - SPACE ONLY TOTAL CONN. LOAD 24.2 KVA, 67.0 AMPERES PHASE PHASE PHASE A: B: C: 8.3 8.1 7.8 KVA KVA KVA PANEL DE -RATING 80% 73.6 AMPERES "ELS" 277 480V., 30, 4W., S.N., 150A. M.C.B. UPSTREAM DEVICE - N A LOAD TYPE (LABELS LOADV - 8 m aH 3� �' 5� ABC O� 6z rN �m m o 8 L A KVA LOAD TYPE (LABEL) A B C A B C SALES AREA NT. LIGHTING 2.0 X 20 10 1 2 10 20 X 2.4 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 2.0 IX 20 10 3 4 10 20 X 2.2 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 2.2 X 20 10 5 6 10 20 X 2.4 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 1.8 X 20 10 7 8 10 20 X 2.0 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 2.0 X 20 10 9 10 10 20 X 2.0 SALES AREA NT. LIGHTING G.C. AREA NT. LIGHTING 1.1 X 20110 11 12 10 20 X 3.1 G.C. AREA NT. LIGHTING OFFICE NIGHT LIGHTING 1.8 X 20110 13 14 10 20 X .5 SPARE X 20 15 16 18 X .5 JOCKEY PUMP SPARE - X 20 17 X .5 SPARE X 20 19 20 - SPACE ONLY SPARE - X 20 21 22 SPACE ONLY SPARE - X 20 23 24 - SPACE ONLY SPACE ONLY 25 26 - SPACE ONLY SPACE ONLY 27 28 - SPACE ONLY SPACE ONLY - 29 30 SPACE ONLY SPACE ONLY 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 12 20 - PHOTOCELL CIRCUIT TOTAL CONN. LOAD 28.5 KVA, 34.2 AMPERES PHASE A: 10.5 KVA PHASE B: 8.7 KVA PHASE C: 9.3 KVA PANEL DE -RATING 80% 42.8 AMPERES "CP1" 120 208V., 10, 3W., I.G., S.N., 100A. M.L.O. UPSTREAM DEVICE LOAD TYPE (LABEL) LOAD (KYA o g m WH �Iz 0-1 aW 6z g C I �m 6< wH <0 � m o 0 I A KVA) LOAD TYPE LABEL B C( B C SALES DESKS 0.2 X 20 12 1j--A.2 10 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 10 3 4 10,20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20110 5 6 10120 X 1 0.2 SALES DESKS SALES DESKS 0.2 X 20 10 7 8 10 20 X 0.2 SAL ES DESKS SALES DESKS 0.2 X 20 10 9 10 20 X - SPARE RECEMNG OFFICE 0.2 X 20 8 11 12 20 X - SPARE BMS GEN-SET ELECT 0.3 P 20 12 13 14 20 X - SPARE SPARE - X 20 15 16 20 X - SPARE SPARE - X 20 17 18 - SPACE ONLY SPARE - X 20 19 20 - SPACE ONLY SPARE - X 120 21 22 - SPACE ONLY SPACE ONLY - 23 24 - SPACE ONLY SPACE ONLY - 1 25 26 - SPACE ONLY SPACE ONLY - 27 28 - SPACE ONLY SPACE ONLY - 29 30 - SPACE ONLY TOTAL CONN. LOAD 2.3 KVA, 11.1 AMPERES PANEL DE -RATING 80% 13.8 AMPERES PHASE B: 1.3 KVA PHASE C: 1.0 KVA "LP2A" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD 'TYPE (LABEL) LOAD KVA o S m� w L-fri �� �Z ABC I-g 02 �Z wW N m o e LOAD KVA LOAD TYPE (LABEL A B C A B C SALES AREA LIGHTS 3.8 E 20 10 1 2 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.6 E 20 10 3 4 10 20 E 13.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.8E 120 10 5 6 10 20 E 1 3.1 SALES AREA LIGHTS SALES AREA LIGHTS 3.3 E 20 10 7 8 10 20 E 2.81 SALES AREA LIGHTS GC SHADE CLOTH LIGHTS 2.8 E 20 10 9 10 10 20 E 3.4 GC CANOPY AREA LIGHTS GC CANOPY AREA LIGHTS 12.81 E 20 10 11 12 10120 E 2.8 GC SHADE CLOTH LIGHTS SPARE - I IT 20 13 14 20 T - SPARE SPARE T 20 15 16 20 T - SPARE SPARE - T 20 17 18 20 T - SPARE SPARE - T 20 19 20 20 T - SPARE SPARE - T 20 21 22 20 T - SPARE SPARE - T 20 23 24 20 T - SPARE SPARE - T 20 25 26 120 T - I SPARE SPARE T 20 27 28 120 T - SPARE SPARE - T 20 29 30 20 T - SPARE SPACE ONLY - 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY 35 36 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 - SPACE ONLY TOTAL CONN. LOAD 38.2 KVA, 45.9 AMPERES PANEL DE -RATING 80% 57.4 AMPERES PHASE A: 13.4 KVA PHASE B: 13.3 KVA PHASE C: 11.5 KVA "LP2B" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE LABEL ( LOAD KVA w 0 0 't m w- �m D f� Dm �n 6z q g ( I = g 'm ire 6z -N 5� W Iz m 0 0 LOAD KVA LOAD TYPE (LABEL A B C A B C SALES AREA LIGHTS 2.5 E 20 10 1 2 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 2.4 E 20 10 3 4 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 5 6 10 20 E 2.11 SALES AREA LIGHTS SALES AREA LIGHTS 2.2 E 20 10 7 8 10 20 E 1.9 SALES AREA LIGHTS GC SHADE STRUCT. LIGHTS 3.4 E 20 10 9 10 10 20 E 2.3 GC AREA POLE LIGHTS GC SHADE STRUCT. LIGHTS 1 3.81 E 20 10 11 12 10 1201 E I 1.0 GC CANOPY FLOOD LIGHTS GC CANOPY AREA LIGHTS 3.4 IE 20 10 13 14 1201 T - I SPARE GC CANOPY AREA LIGHTS 3.5 E 20 10 15 16 10 20 E 2.0 OFFICE AREA LIGHTS SPARE - T 20 17 18 20 T - SPARE SPARE - T 20 19 20 10120 E 1.4 GC EXTERIOR LIGHTS SPARE - T 20 21 22 10 20 E 1.4 GC EXTERIOR NIGHT LTS. EXTERIOR CANOPY LIGHTS 2.4 E 20 10 23 24 20 T - SPARE OFFICE AREA LIGHTS 2.5 T 20 10 25 26 20 T - SPARE OFFICE AREA LIGHTS 2.1 T 20 10 27 28 20 T - SPARE VESTIBULE LIGHTS 0.6 E 20 10 29 30 20 T - SPARE 2.4 X 15 10 31 �R 32 10 20 X 2.1 RTU - 1 2.4 X 33 34 X 2.1 AIR COMPRESSOR TEL.E DATA ROOM .4 X 35 36 X 2.1 6.7 X 35 8 37 38 10 20 X 1.2 RTU - 3 6.7 X 39 40 X 1.2 ERV - 3 OFFICE 6.7 X 41 42 X 1.2 OFFICE TOTAL CONN. LOAD 82.2 KVA, 98.9 AMPERES PHASE A: 28.6 PHASE B: 31.8 PHASE C: 21.8 KVA KVA KVA PANEL DE -RATING 80% 123.6 AMPERES "RP2" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N A LOAD TYPE (LABEL) LOADKVA1 ; 8 m ww $N -m Oz A B C I u Qz� wW m e LOAD TYPE (LABEL) A B C gADgK C AUTO DOOR -ENTRANCE 0.2 T 20 10 1 �R 2 10 20 T 1.3 CONV.OUTLETS-SALES&ROOF AUTO DOOR -ENTRANCE 0.2 T 20 10 3 4 10 20 T 1.31 CONV.OUTLETS-SALES&ROOF AUTO DOOR -RETURNS 0.2 T 20 10 5 6 10 20 T 1.1 CONV.OUTLETS-SALES&ROOF AUTO DOOR -EXIT 0.2 T 20 10 7 8 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -EXIT 0.2 T 20 10 9 10 10 20 T 0.2 1 CONV.OUTLETS-SALES DESK AUTO DOOR -LUMBER CAN 0.2 T 20 10 11 12 10 20 T 0.21 CONV.OUTLETS-SALES DESK AUTO DOOR -LUMBER CAN 0.2 1 1 T 20 10 13 14 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -LUMBER CAN 0.2 T 20 10 15 16 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 17 18 10 20 T 0.2 CONV.OUTLETS-SALES DESK 0.5 T 20 10 19 20 10 20 T 0.2 CONV.OUTLETS-SALES DESK ROLL UP DOOR -LUMBER 0.5 T 21 22 10 20 T 0.2 CONV.OUTLETS-SALES DESK 0.5 T 23 24 10 20 T 10.21 CONV.OUTLETS-SALES DESK SPARE - T 20 25 26 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -GARDEN CTR 0.2 T 20 10 27 28 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -GARDEN CTR 0.2 T 20 10 29 30 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 31 32 101201 T 10.2 CONV.OURETS-SALES DESK SPARE - T 20 33 34 101201 T I 1.0 CONV.OUTLETS-EXTERIOR SPARE I - T 20 35 36 101201 T .0.21 CONV.OUTLETS-GRDN CTR VENDING MACHINE 0.51 1 T 20 10 37 VENDING MACHINE 0.5 T 20 10 39 40 10 20 T 1.0 GC IRRIGATION CONTROL VENDING MACHINE 0.5 T 20 10 41 42 20 T - SPARE SATELITE DISH DE-ICER 1.0 T 20 10 43 44 10 20 T 1.0 CONV.OUTLETS-TELE DATA 208V COW. OUTLET 0.2 T 20 10 45 46 10 20 T 1.5 CONV.OUTLETS-MONEY RM 208V CONV. OUTLET 1 0.2 T 47 48 20 T I I -1 SPARE 120V COIN. OUTLET 0.21 T 20 10 49 50 20 T - SPARE SPARE - T 20 51 52 20 T - SPARE COPIER - CUSTOMER SVC. 1.0 T 20 10 53 54 10 20 T 1.5 ELECTRIC BBH CONV.OUTLETS-CUST. SVC. 1.1 T 120112155 56 10 20 T 0.5 SITE IRRIGATION CONTROLLER CONV.OUTLEI'S-CUST. SVC. 1.01 T 20112157 58 101201 T I 0.21 I SECURITY CAMERA BMS RELAY CONTROL 0.2 P 20110 59 60 121201 T 0.2 SECURITY CAMERA SPARE - T 20 61 62 10 20 T 2.0 ELECTRIC WATER HEATER SPARE T 20 63 64 T 2.0 ELECTRIC WATER HEATER SPARE - I T 20 65 66 12 20 E 0.2 EWH CIRCULATING PUMP SPACE ONLY - 67 68 - SPACE ONLY SPACE ONLY 69 70 - SPACE ONLY SPACE ONLY - 71 72 - SPACE ONLY SPACE ONLY - 73 74 1 I- SPACE ONLY SPACE ONLY - 75 76 2 80 X 5.1 PANEL - CP2 SPACE ONLY - 77 78 }( 5.6 PANEL - CP2 SPACE ONLY - 79 80 3 o P 6 SPACE ONLY 81 a2 p 6.7 PANEL -RP3 SPACE ONLY - a3 84 r- P 9.2 TOTAL CONN. LOAD 62.8 KVA, 174.3 AMPERES PHASE PHASE A: B: C: 18.3 22.7 21.8 KVAPHASE KVA KVA PANEL DE -RATING 80% 214.4 AMPERES "RP3" •120 208V., 30, 4W., S.N., 100A. M.L.O. UPSTREAM DEVICE - N/A LOAD TYPE (LABEL) A KVA w m ww y vm uL ABC vg 5z ww 3(n m w o A LOAD TYPE (LABEL) A B C. A B C HAND DRYER -WOMEN 1.2 T 20 12 1 2 12 20 4 12 20 6 12 20 8 12 20 10 12 20 12 12 20 14 12 20 16 12 20 18 12 20 20 12 20 22 12 20 24 12 20 26 12 20 28 12 20 30 20 32 20 34 120 36 120 38 40 42 PHASE PHASE PHASE T 0.5 VENDING MACHINE HAND DRYER -WOMEN 1.2 T 20.12 3 T 0.5 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 5 T 0.5 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 7 T 0.5 VENDING MACHINE HAND DRYER -UNISEX 1.2 T 20 12 9 T 0.5 VENDING MACHINE ELECTRIC WATER COOLER 1 0.5 T 20 12 11 T 0.7 REFRIGERATOR ELECTRIC WATER COOLER 0. IT 20 12 13 T 1.0 MICROWAVE SPARE - T 20 15 T 1.0 CONV.OUTLETS-BREAKROOM SPARE - I T 20 17 TI 11.8 CONV.OUTLETS-CLASSROOM COPIER - OFFICE 1.0 T 20 12 19 T 10.6 CONV.OUTL ETS-HALLWAY SPARE T 20 21 T 1.3 CONV.OUTLETS-MGR. OFFICE SENSORMATIC-ENTRANCE 0.5 T 20 12 23 T 1.5 CONV.OUTLETS-COMP. ROOM SPARE -1 T 20 25 T 1.1 CONV.OUTLETS-LP OFFICE SPARE - T 20 27 T 1.0 CONV.OUTLETS-MGR. OFFICE SENSORMATIC-EXIT 0.5 T 20 12 29 T - SPARE SPARE T 20 31 T - SPARE SPARE -1 T 20 33 T - SPARE SENSORMATIC-LUMBER 0.5 T 120 10 35 T -1 SPARE SPACE ONLY - 37 - SPACE ONLY SPACE ONLY - 39 - SPACE ONLY SENSORMATIC-GARDEN CTR 1.5 T 20 10 41 - SPACE ONLY TOTAL CONN. LOAD 23.5 KVA, 65.2 AMPERES PANEL DE -RATING 80% 81.5 AMPERES A: 7.6 KVA B: 6.7 KVA C: 9.2 KVA "CP2" 120 208V., 10, 3W., I.G., S.N., 100A. M.L.O. UPSTREAM DEVICE - 80A LOAD TYPE (LABEL LOAD KVA o 8 � m �w 14 s� �7 6Z B C I OZ �N �w m o 8 A A LOAD TYPE (LABEL B C B C SALES DESKS 0.2 X 20 12 1 2 10 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 12 3 4 10 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 12 5 6 10 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 12 7 8 10 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 10 9 10 10 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 12 11 12 12 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 12 13 14 12 20 X 0.2 MONEY ROOM CUSTOMER SVC 1.3 X 20 12 15 16 12 20 X 0.3 COMPUTER OUTLET LP OFFICE 1.1 X 20 12 17 18 12,20 X 0.3 COMPUTER OUTLET OFFICES 1.0 X 20 1 0 19 20 12 20 X 0.2 SECURITY SYSTEM TELE DATA ROOM 0.4 X 20 12 21 22 12 20 X 0.3 DISTRIBUTION HUB BMS ELECTRONICS 0.2 P 20 12 23 24 12 20 X 0.4 TIME CLOCK SPARE - X 20 25 26 - SPACE ONLY SPARE - X 20 27 28 2 40 X 1.0 PANEL CP-1 SHUNT TRIP 0.1 X 20 10 29 30 X 1.3 PANEL CP-1 SPACE ONLY - 32 - SPACE ONLY SPACE ONLY - -�1 33 34 - SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 - SPACE ONLY TOTAL CONN. LOAD 10.7 KVA, 51.4 AMPERES PHASE B: 5.1 KVA PHASE C: 5.6 KVA PANEL DE -RATING 80% 64.3 AMPERES 5 "HVAC1" 277 480V., 30, 4W., S.N., 600A. M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE (LABEL) LOAD KVA 0 S m ww 3cV U �Z q g C �m 8,Z ww $ul m o 8 LOAD KVA LOAD TYPE (LABEL) A B C A B C 2 X 60 4 1 2 4 60 X 2. RTU - 5 2 X 3 4 X 2. RTU - 15 SALES 2 X 5 6 X 2. SALES 2. X 60 4 7 8 4 60 X 2.15 RTU - 7 2 X 9 10 X 2. RTU - 17 SALES 2 X 11 1`L X 2. SALES 2. 60 4 13 14 4 60 X 2. RTU - 9 2. lxx 15 16 X a. RTU - 19 SALES 2. 17 18 X 2. RECEIVING 2 X 60 4 19 20 - RTU - 11 2 X 21 22 - SALES 2 X 23 24 - 2 X 60 4 25 26 - RTU - 13 2 X 27 28 - SALES 2 X 29 30 - SPACE ONLY - 31 32 SPACE ONLY SPACE ONLY 33 34 SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY - 37 38 10 20 P - SPACE ONLY - 39 40 42 P - PHASE LOSS PROTECTOR SPACE ONLY 41 P - TOTAL CONN. LOAD 302.4 KVA, 363.7 AMPERES PANEL DE -RATING 80% 454.6 AMPERES PHASE A: 100.8 KVA PHASE B: 100.8 KVA PHASE C: 100.8 KVA "HVAC2" 277 48OV., 30, 4W., S.N., 600A. 1M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE LABEL ( ) LOAD KVA o W 8 ww U q g C Ug uz$E ww g msaBc w o LOAD KVA LOAD TYPE (LABEL ABC1mNH 13.4 3. 12.6 1 3. 12-6X X X X X X 60 60 4 4 I 1 2 4 60 X 2. RTU - 2 3 4 X 2. RTU - 14 VESTIBULE 5 7 6 X I 12.6SALES 2 8 60 X 12.6 RTU-4 9 104 X 12.6 m-16 SALES 11 12 X 2. SALES 2. 2 2 2 2 - 2. 2 2 2. X X X X X X X X X X X X 60 60 60 60 4 4 4 4 13 14 4 60 X 2. RTU - 6 15 16 X 2. RTU - 18 SALES 17 19 18 X 2. SALES 2. 20 10 15 X 2.5 RTU - 8 21t. 22 X 2.51RTU - 20 SALES 23 25 24 X 2.5 ELECT. RM. 1 2 26 - SPACE ONLY RTU - 10 27 28 - SPACE ONLY SALES 29 31 30 - SPACE ONLY 2. 32 - SPACE ONLY RTU - 12 33 34 - SPACE ONLY SALES 35 37 39 36 - SPACE ONLY SPACE ONLY - 38 SPACE ONLY SPACE ONLY 40 *�- SPACE ONLY SPACE ONLY - 41 42 SPACE ONLY TOTAL CONN. LOAD 350.1 PANEL DE -RATING 80% KVA, 421.1 AMPERES 562.4 AMPERES PHASE A: 116.7 KVA PHASE B: 116.7 KVA PHASE C: 116.7 KVA "BC" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL) LOAD KVA o O 00 g 8 d' m ww N 3V) 8� H 6z q B C C W �m (Y' �� ww Tz N 3N f ] � 4. m R O L2A KVA) LOAD TYPE (LABEL) A B C A B C BATTERY CHARGER (48OV,10)2.91 I X 20 10 1 2 8 40 X 5.8 2.9 X 3 4 X 5.8 TRASH COMPACTOR BATTERY CHARGER 48OV,1 2.9 X 20 10 5 6 X 5.8 2.9 X 7 8 10 25 X 3.9 BATTERY CHARGER 48OV,10 2.9 X 20 10 9 10 X 3.9 CARDBOARD BAILER 2.9 X 11 1 `L X 3.9 BATTERY CHARGER 48OV,10 2.9 X 20 10 13 14 12 20 X 2.1 2.9 X 15 16 X 2,1 IRRIGATION PUMP BATTERY CHARGER 48OV,1O 2.9 X 20 10 17 18 X 2.1 2.9 X 19 20 - SPACE ONLY BATTERY CHARGER 48OV,10 2.9 X 20 10 21 22 SPACE ONLY 2.9 X 23 24 - SPACE ONLY BATTERY CHARGER 48OV,10 2.9 X 20 10 25 26 - SPACE ONLY 2.9 X 27 28 - SPACE ONLY SPACE ONLY - 29 30 - SPACE ONLY SPACE ONLY - 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 - SPACE ONLY TOTAL CONN. LOAD 76.0 KVA, 91.4 AMPERES PHASE A: 26.3 KVA PHASE B: 26.3 KVA PHASE C: 23.4 KVA PANEL DE -RATING 80% 114.3 AMPERES "BW" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N A LOAD TYPE (LABEL LOAD KVA o m �N lul 'm r� 6z ABC I I I ODm M 6z �N �U5 � m , o 0 LOA KV LOAD TYPE (LABEL A B C-0 A B C 4.5 E o r 1 2 3 5 7 2 9 11 13 2 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 2 o E 4.5 BUSWAY - 1 4.5 E 4 E 4.5 BUSWAY - 2 SALES 4.5E 6 E 4.5 SALES 4.5 E 0 r- 8 2 o X 4.5 BUSWAY - 3 4.5 E 10 X 4.5 BUSWAY - 4 SALES 4.5 E 12 X 4.5 SALES 4.5 E o - 14 2 o E 4.5 BUSWAY - 5 4.5 E 16 E 4.5 BUSWAY - 6 SALES 4.5E 18 E 4.5 SALES SPACE ONLY - 20 - SPACE ONLY SPACE ONLY - 22 SPACE ONLY SPACE ONLY - 24 - SPACE ONLY SPACE ONLY - 26 - SPACE ONLY SPACE ONLY - 28 - SPACE ONLY SPACE ONLY - 30 - SPACE ONLY SPACE ONLY - 32 - SPACE ONLY SPACE ONLY - 34 - SPACE ONLY SPACE ONLY - 6 - SPACE ONLY SPACE ONLY - 38 SPACE ONLY SPACE ONLY - 40 $ SPACE ONLY SPACE ONLY - 42 12 20 X 0.2 BMS RELAY CONTROLS TOTAL CONN. LOAD 81.2 KVA, 225.4 AMPERES PHASE A: 27.0 KVA PHASE B: 27.0 KVA PHASE C: 27.2 KVA PANEL DE -RATING 80% 281.7 AMPERES PANEL SCHEDULE CODES X - CONNECT DIRECTLY TO CIRCUIT BREAKER E - CONNECT TO TERMINAL STRIP IN TOP OF CABINET - CONTROLLED BY ENERGY MANAGEMENT SYSTEM D - CONNECT TO TERMINAL STRIP IN TOP OF CABINET - CONTROLLED BY ENERGY MANAGEMENT SYSTEM & "DAYLIGHTING" PHOTOCELLS. (SEE SHEET E-3) T - CONNECT TO TERMINAL STRIP IN TOP OF CABINET - NOT CONTROLLED BY ENERGY MANAGEMENT SYSTEM P - PREWIRED - PROVIDE BREAKER HANDLE LOCK "MDPA" 277 48OV., 30, 4 WIRE, S.N., 2000 AMPERE SWITCHBOARD - M.L.O. LOAD (KVA F N UPSTREAM DEVICE - 2000A. LOAD TYPE (LABEL w � �w ,� q B C OU m , `a5 � 0 Z 147.0 X 0 0 K) cl 1 Tk- PANEL - MDPB 150.2 136.9 100.8 X 0 0 � c`a 2 PANEL - HVAC1 100.8 100.8 116.7 X o cO 0 ) w 3 PANEL - HVAC2 116.7 116.7 10.5 X LO - 0 � 4 PANEL - ELS 8.7 9.3 32.5 X N 0 � � 5 PANEL - LP1A 29.0 28.9 13.4 X N 0 6 PANEL - LP2A 13.3 11.5 16.0 X c`\1 �- 0 � 7 PANEL - SLA 17.4 19.6 g SPACE ONLY _p PHASE A: 436. KVA TOTAL CONN. LOAD 1296.5 KVA, 1559.4 AMPERES PHASE B: 436.1 KVA 1 PHASE C: 423.7 KVA "MDPB" 277 48OV., 30, 4 WIRE, S.N., 600 AMPERE SWITCHBOARD - M.L.O. LOAD TYPE LABEL) LOAD (KVA1 41 po U m W F N Uw � �$ ~� � m 621 UPSTREAM DEVICE - 600A. q B C 24.5 P N 0 -,,� �*z I 1 �k �k PANEL - LP1 B 22.2 21.4I 28.6 X N 0 2 PANEL -LP2B 31.8 21.8 26.3 X N N 0 � 3 PANEL - BC 26.3 23.4 27.0 X '- 0 � 4 PANEL - BW - XFMR 27.0 27.2 8.3 X o T N 5 I PANEL - RP1 - XFMR 8.1 7.6 18.3 X U) r- 0 � 6 PANEL -RP2 -XFMR 22.7 1 21.8 14.0 X N �- 0 � 7 PANEL -SLB 21.1 13.5 g SPACE ONLY TOTAL CONN. LOAD 434.1 KVA, 522.1 AMPERES PHASE A: 147.0 KVA PHASE B: 150.2 KVA PHASE C: 136.9 KVA "SLA" 277 480V., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD TYPE (LABEL) o 8 W 8 m� ww �m c)m OZ q g C I -6 02 -z ww .r 11 8 m w o e A KVA LOAD TYPE (LABEL A B C A B C 2.2 E 20 8 1 2 8 20 E 3.8 SITE LIGHTING 2.2 E 3 4 E 3.8 SITE LIGHTING 1.7 E 5 6 E 3.1 3.2 E 20 8 7 8 8 20 E 2.5 SITE LIGHTING 3.5 E 9 10 E 2.9 SITE LIGHTING 3.4 E 11 12 E 2.1 SPARE - E 20 13 14 20 E - SPARE - E 15 16 20 E - SR4RE - E 20 17 19 18 E - SPARE - E 20 - SPACE ONLY - E 21 22 - SPACE ONLY SITE NT LIGHTING 2.2E 20 8 23 24 8 20 E 2.2 SITE NT LIGHTING 2.2 E 25 26 E 2.2 SITE NT LIGHTING 2.2 E 20 8 27 28 8 20 E 2.8 SITE NT LIGHTING 2.2E 29 30 E 2.7 TOTAL CONN. LOAD 50.0 KVA, 60.1 AMPERES PHASE A: 16.0 KVA PHASE B: 17.4 KVA PHASE C: 19.6 KVA PANEL DE 80% 75.2 AMPERES "SLB" 277 48OV., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD TYPE (LABEL) LOAD (KV) A B C a O m ww 3E c'��m--' 2z ABC c��m Oz mw 3� m o 0 A KVA LOAD TYPE EL A B C BUILDING SIGN 3.3 E 20 10 1 2 6 20 E 3.7 BUILDING SIGN 2.2 E 20 10 3 4 E 3.7 ROAD SIGN BUILDING SIGN 3.6E 20 10 5 6 E 3.7 BUILDING SIGN 3.3 E 20 10 7 a 6 20 E 3.7 INDOOR LUMBER SIGN 2.5 E 20 8 g 10 E 3.7 ROAD SIGN GARDEN CENTER SIGN 2.5 E 20 8 11 12 E 3.7 SPARE - T 20 13 14 - SPACE SPARE - T 20 15 16 - SPACE ONLY SPARE - T 20 17 18 - SPARE - T 20 19 20 - SPACE ONLY SPARE - T 21 22 - SPACE ONLY SPARE - T 20 23 24 - SPACE ONLY SPARE - T 25 26 - SPACE ONLY SPARE - T 20 27 28 - SPACE ONLY SPARE - T 29 30 - SPACE ONLY TOTAL CONN. LOAD 39.6 KVA, 47.6 AMPERES PANEL DE -RATING 80% 59,5 AMPERES PHASE A: 14.0 PHASE B: 12.1 PHASE C: 13.5 KVA KVA KVA SWITCHGEAR NOTES: 1. THE ELECTRICAL SUBCONTRACTOR EXCEPT AS OTHERWISE NOTED SHALL PROVIDE ALL WIRING CONDUIT, FITTINGS, DISCONNECTS AND ELECTRICAL EQUIPMENT BEYOND SWITCHGEAR CABINETS. 2. ALL "SWITCHGEAR CENTERS" AS SHOWN ON THE DRAWINGS SHALL BE PROVIDED BY THE OWNER. EACH "SWITCHGEAR CENTER" IS PREFABRICATED BY SQUARE D/ POWERBOX SOLUTIONS FOR LOWE'S COMPANIES, INC. AND SHALL INCLUDE THE FOLLOWING: - ALL OVER CURRENT DEVICES, LIGHTING CONTACTORS, BUILDING MANAGEMENT CONTROL SYSTEM AND OTHER MISCELLANEOUS COMPONENTS. - 480VAC TO 120/208VAC STEP-DOWN TRANSFORMERS - MAIN SERVICE DISCONNECTS AND/OR SWITCHBOARDS - PANEL "ELS" DISCONNECT SWITCH. UTILITY PULL AND METERING SECTIONS AS REQUIRED. EACH "SWITCHGEAR CENTER" IS U.L. 891 LISTED AS A "DEAD FRONT SWITCHBOARD". 3. THERE ARE CURRENT TRANSFORMERS (CT'S) LOCATED IN THE MAIN BREAKER SECTION. THESE CURRENT TRANSFORMERS (CT'S) ARE STRICTLY FOR THE OPERATION OF THE BUILDING MANAGEMENT SYSTEM ONLY. UTILITY COMPANY CT'S, IF REQUIRED, MUST BE MOUNTED IN A SEPARATE ENCLOSURE. 4. IF A SEPARATE CT CABINET, PULL SECTION OR MAIN DISCONNECT IS REQUIRED BY THE LOCAL POWER COMPANY FOR THEIR METERING EQUIPMENT, IT SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR, UNLESS CALLED FOR ON THESE PLANS TO BE PROVIDED WITH OWNER'S EQUIPMENT. COORDINATION WITH THE LOCAL POWER COMPANY TO PROVIDE ALL REQUIRED METERING EQUIPMENT WILL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. IF THIS ADDITIONAL EQUIPMENT IS FURNISHED BY THE ELECTRICAL SUBCONTRACTOR, IT MUST BE COORDINATED WITH THE SWITCHGEAR MANUFACTURER TO ENSURE U.L. LISTING INTEGRITY. 5. INSTALLATION OF THE "SWITCHGEAR CENTERS" SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. THE "SWITCHGEAR CENTERS" CONSIST OF FREESTANDING ENCLOSURE SECTIONS THAT BOLT TOGETHER WITH HARDWARE PROVIDED. THE CABINETS HAVE "OPEN BOTTOMS" TO FACILITATE CONDUIT ROUGH -IN AND INSTALLATION. THE MANUFACTURER SHOULD BE CONTACTED FOR CABINET DETAILS PRIOR TO ROUGHING IN ANY UNDERGROUND CONDUIT. 6. THE ELECTRICAL SUBCONTRACTOR WILL MAKE ALL NECESSARY KNOCKOUTS IN THE TOP OF THE CABINETS AS REQUIRED TO INSTALL ALL OVERHEAD CONDUITS. ELECTRICAL SUBCONTRACTOR SHALL USE EXTREME CAUTION AS TO PREVENT METAL CHIPS, SAWDUST, FILINGS, ETC. FROM ENTERING CABINETS. LOAD SUMMARY AIR CONDITIONING 686.4 KVA INTERIOR LIGHTING 188.8 KVA EXTERIOR LIGHTING & SIGNS 145.3 KVA EMERGENCY LIGHTING 2 7. 0 KVA WATER HEATING 9.7 KVA GENERAL POWER & MISC. 87.4 KVA SALES FLOOR DISPLAYS 81.0 KVA BATTERY CHARGERS 70.9 KVA TOTAL CONNECTED LOAD KVA: TOTAL CONNECTED LOAD AMPERES: 1296.5 1554.6 KVA AMP 7. WHERE POSSIBLE, SOME OF THE FEEDER CONDUCTORS FOR THE INTERCONNECTION BETWEEN SOME CABINET SECTIONS ARE PROVIDED AS SHOWN ON SHEET E-12. 8. ALL REQUIRED CONTROL WIRING BETWEEN INTERCONNECTED CABINET SECTIONS IS FACTORY INSTALLED. CONNECTION METHOD BETWEEN CABINET SECTIONS SHALL BE VIA FACTORY INSTALLED POLARIZED PLUG ASSEMBLIES. ELECTRICAL SUBCONTRACTOR SHALL CONNECT THESE POLARIZED PLUG ASSEMBLIES TOGETHER ONCE THE CABINET SECTIONS ARE SET IN PLACE. 9. TERMINAL STRIPS ARE PROVIDED IN THE TOP SECTIONS OF ALL CABINETS WITH ENERGY MANAGEMENT SYSTEM CONTROLS. THE TERMINAL STRIPS ARE LABELED WITH NUMBERS CORRESPONDING TO THE CIRCUIT NUMBERS ON fHE PANEL BOARD SCHEDULES. ALL CIRCUITS WITH AN "E" OR "T" IN THE CODE COLUMN ON THE PANEL BOARD SCHEDULE WILL BE CONNECTED TO THIS TERMINAL STRIP. WIRE SIZES SHOWN ON THE PANEL BOARD SCHEDULES REFER TO WIRE SIZE FROM THIS TERMINAL STRIP AND SHALL BE MAINTAINED THROUGHOUT THE ENTIRE LENGTH OF THE CIRCUIT. 10. THE ELECTRICAL SUBCONTRACTOR WILL WIRE CIRCUITS THAT ARE SHOWN WITH AN "X" IN THE CODE COLUMN ON THE PANEL BOARD SCHEDULES DIRECTLY TO THE RESPECTIVE CIRCUIT BREAKER. NO TERMINAL STRIPS ARE PROVIDED FOR THESE CIRCUITS. 11. AFTER INSTALLATION OF THE SWITCHGEAR CABINETS ARE COMPLETE AND THE CHECKOUT AND STARTUP PROCEDURES AREA COMPLETED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR TO ENSURE THAT ALL CABINET COVERS AND DOORS F F ARE IN PLACE AND S_CURED PROPERLY. ELECTRICAL SUBCONTRACTOR SHALL VACUUM THE INTERIOR OF ALL CABINETS TO REMOVE ALL DEBRIS. 12. ALL CIRCUIT BREAKERS FOR HIGH INTENSITY DISCHARGE LIGHTING CIRCUITS AND ALL THOSE FOR FLUORESCENT LIGHTING CIRCUITS SHALL BE TYPE "SD" BREAKERS MANUFACTURED SPECIFICALLY FOR THAT PURPOSE. 13. ALL U.L. LISTED CIRCUIT BREAKERS RATED 125 AMPERES OR LESS SHALL BE MARKED AS BEING SUITABLE FOR 75'C ONLY OR 60/75' CONDUCTOR. 14. SWITCHGEAR SHALL BE FULLY OR SERIES RATED AT 65,000 AIC. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AIC WITH LOCAL ELECTRIC UTILITY BASED ON SELECTED TRANSFORMER SIZE. LmHU' HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 26656 O O REVISION PRE -BID SET A POST BID SET rrL v mom or ISSUE DATE ISSUE DATE DATE DESCRIPTION 15/24/02V2\I RACKING PLAN REVISION GENERAL REVISIONS REVISION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOU5LYWTTH ITS ISSUE DATE ON 04/16/02 AND IT IS NOT SUITABLE FUR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW, Z W r:� ® w w�"& o � '�//yy r' � L \ Q O wWI. cu m°'4g 'o�� W Z 0 /"'� �l w A g 3: 0_ Z 0 0 664� U w z -j m W � F -, 0 o r- r O, n E •B"i'D �2 ° V) c') .-. t4 �� ,~ y o00(-� i) v o ff '? 3 0 CO o ,n o - r - � !T pi E It e 0 0 .>; n- 0 [l7 11?1�-- U) m LL1 ❑ C) D Ui T U W � 0 ® m U) cy z (1) O � ® in ❑ LL LL rn N 0 0 ® a 0 0 0 o In �_ L.L 10 o ui O�Q, w lj M (1) a • • ORIGINAL IISSUE DATE: 4/15/02 I PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-1 VII EL13 03.15.02 0 a a Ill A n n n , PT 20 PT 1` PT 17 LEGEND U CONTROL PANEL. o KEYPAD/ANNUN D❑❑R CONTACT OHD ❑VERHEAD CONTACT © GATE CONTACT ® WALL M❑TI❑N CEILING M❑TI❑N OUTDOOR M❑TCN OmD MAG DOOR SETUP [m-GIMAC GATE SETUP @)SOUNDER DOER SETUP C❑RBY KEYPAD ❑UTSIDE SIREN TEMP SWITCH P LOCK B❑x I-) T '� A 20' M❑ TI❑N 20' M❑-rI❑N PT 53 PT 54 PT 55 T 39 T 40 T 41 - r'Li SH6LI J� c rlGt`1 OF 'bff�2C.-.; 1 � lJ5/c- REVI-r- By: Sanford Fire ion Date: _91 of - -- , r i /0 i cooz 6 0 �Jvr HOME CE, .. ERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS OPRE -BID SET L POST BID SET ISSUE DATE ISSUE GATE DATE DESCRIPTION 1 rl � N Z CO Z (D 61 cr_� 00 � CO � U Dw 46 (N Z N 1 d- V)(D W LD w = 1 Z to (Q 'Z w I--1 F- 00 w z 00 V-) a z w cr) ®O z U)LL w 120 d V , A IORIGINAL ISSUE DATE: 04.15.02 11 s ®� N OLL Q 0 Z zC) U Qw U O M1H PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: SECURITY I I SNFL SEC01 12.23.02 1 • k-1 SEPTIC � 106.49' PAVING LEGENDHIDDEN EKE SUBDIVISION_ — LOWENS — \\ 6° HIGH CMU WALL I I x -- X— x — HEAVY DUTY{,,�hs 1" TYPE 'S-III' SURFACE COURSE FDOT SEE SECTION 'D' SEE W AAL SHEET C-11 �, — — — — — — — — — — — — — — — — — — - -- — -- — — — kx�,Y fJ ; fP r r HOME CENTERS, INC. " ACCESS PAVEMENT r.°J *Iv . 2 TYPE S-I BINDER COURSE PAVEMENT SHEET C-11 ( j `� `— 467.65' MIN MARSHALL STABILITY OF 1 500 LB (COMPACTED TO MIN P.O. avx'11'1'1 N. tNILI<ESBORo, NC zacs�� OF 95% OF MARSHALL) 25' NATURAL BUFFER EASEMENT 10' LANDSCAPE BUFFER 10' DRAINAGE EASEMENT I 8" LIMEROCK BASE (LBR 100) MIN OF ,100% co MOD. PROCTOR MAX DENSITY PER AASHTO T-180 (4 LIFTS x X'J. N 132' 2 �67' 120' 130' 48.5' 10' LANDSCAPE_' BUFFER-1 ALTERNATE: CRUSHED RECYCLED CONCRETE T' --•- _ - - - - - - - - - - - - - - - - - -. - 10' STABILIZED SUBBASE (LBR 40) MIN OF 100% MOD. PROCTOR i--- - �--- a _ �o - ` - I MAX DENSITY PER AASHTO T-180 (TYPE B STABILIZATION) A 1� '� " �� J f °O TYPE 'r CURB REGULAR ACCESS 1" TYPE 'S-III' SURFACE COURSE ` f TYPE 'F' CURB CURB PAVEMENT 2" TYPE 'S-I' BINDER COURSE r_ S.. --'F c ..X._ -tn ".L. - ti r.YY . 'y .0 . f 3a r:. - ., t r t, t . sty` . ^:;r zt = �! . , . r. • : r Y r 1 , ,sr • � k, ..3 p,,, s - 'Y .1- F: "+A i.- ,t': NA1*1 4��, w>7 f "r♦ >��5y�[(!�(� C=l ,aff/ :3-�t.53� n "�!', . s)r: 3h,.,r`�''�,TRANSITION MIN MAR NA TA I fiY F 1 MPA T T MIN � S LL S B L 0 500 LB CO C ED 0_... J - .. . :,t I:, ru Nd" 6 - r ,.,.. 0 9 0 AIRS L_r-t, 1l] ) r :3' 41; l �(i t > t !l ,..,..-J,-Y D � .. - ., . J-, �•�, y i.- d + ;, 0x1 > s. ,. . ter. .,�i . r. -a,*> x S fz... u„ - .l r.. ,p' :-r' :fie :. °a v � ,�.., r..[ 1 �. .��:. . . tr, IM 1 IN F 1 r�- , . Z K .a• L E OC BASE LB 00 0 00 PROCTOR : f,.,,. R �, r, r .,Y ,,.,�..' ) :h ::�., ><5. 7.• . �Y-e:v< x �.v rr I ( C_ t� 'u ^' r,W 1 p�^ 611 . .il, rfA' /.�:�. +9 r'Y� I •r,Vt , � Ur, Jfr. 1, �C � •,A. �:. rx., .awx R R [j'��.��'' a h , v \ r ., . , , ... . +.:, .,..y ::: , , .j,,. •.,, - � Y.. 27 - .w. y. L'T)" T� 1} +. �:. y?':... t:f eINAGE -1 . C ,t DR. >. . r.+.. .. . .. ...,, n. ... .. .i. .., C. a a ... .r - _ ..t. ,, .3 .Ye, :'f S $` ,t: k •r (rr, # „?' rk a , r rr` , _ r. ,. �. _r : .. .. . ._ _ -,� _ . ,� �, , t t.i ., ftt. - J . a 5 y � J �. b v .�' i. -J '. � � 'IYJ: C. •k`1^ F — v +r >s .,. >- , .,. L,........ , •Ys'>rc,.�'r.:7:,:L•3... .>r - �_.,:a,?�:,-.s`i�::n.... f .. _ .G .. .7 �, , _ ;� MAX DENSITY PER AASHTO T 180 41a. rr,, ',>`` _.,3"\. J... ,,,> a. A ", .r.. ..n .:-v (.. .r;x-:;••, # .. `ysa ••f s:,,,, ,` >J n,T•h-., .f. ..tF.,.R4sF0..,- riil.:a�. X .�• ST a. 9 �R „ r• i ,s! . • t"l1' 5 - r ,� Y 7 e. r .,p`>1f .4 a, , ' : • r)X' .?'q " ., � � .N. r> . .lt. ..�v. „t .:r7l.Y r , rr> - .. �- F:r , . L Y.z.- !;a :.l r f, � r..,1 ..na..tdt�Ff •,r•., ,,.-.7di.,,f r'�,2., ,t+},k,•: ,oe r..� f,-.f„`i „v cl.t�l,.,t.� yy'n $. ��•., -,Y,_ _ e. s�. f� .•,�t, a. ° r J yf „ . N TYPE 'D' CURB 2�'M1t�'';( EASEMENT ALTERNATE: CRUSHED RECYCLED CONCRETE) =� �'' ��I'Dt -I 10 STABILIZED SUBBASE (LBR 40) MIN OF 100% MOD. PROCTOR BOLIARD (TYP) / ' N _ ry `'�! ���t y �fr MAX DENSITY PER AASHTO T-180 (TYPE B STABILIZATION) (SEE ARCH ITE RA_ DWGS) t , 6' HIGH CMU WALL 138.5 00 138.5° R5' t' I CONCRETE AREAS SEE ARCHITECTURAL BUILDING DRAWINGS FOR SPECIFICATIONS 50 0 50 100 �. GRAPHIC SCALE J TYPE 'F° HEAVY DUTY 8;; CONCRETE (4000 P.S.I. AT 28 DAYS) 1 "=50' wJt�► SEE DETAIL SHEET C--1I I CUSTOMER N a J R5' �- `Q a)`rt SPILLOUI CURB CONCRETE AREAS 8 STABILIZED SUBBASE (LBR 40) MIN OF 100% MOD. PROCTOR (WALL "B'� I �}' 10 ° 4v''r}It MAX DENSITY PER AASHTO T-180 CONNECT TO FDOT SIDEWALK IF IN LOADING CANOPY ° ' "� '�(1sf LO �J 48, p ,' 9 TYPICAL TERMINA!_ 1 f;ti I I PLACE AT T1M OF CONSTRUCTION ,' ISLAND (9 PLACES) �, „ ti 5 LANDSCAPE BUFFER _ , I OTHERWISE MINATF_ AT PROPERTY LINE 'm ��filtn� t� F > >f (),�' I R192' _ I FUTURE MODI TION TO LUMBER SALES AND STORAGE t -- 1t J rY '. TERMINAL a � j<'`-'I ISLAND "A" - �' `> `" A2144' INTERSECTION WAIL -MART a I ° p' 130' 20' 140' 15° R140' 38' INCLUDES C K ISLAND 41°58' NOSING AND REMOVAL OF 14.67 cv 3 Y` r r� "' In I , CROSS OVER M IAN AND - - J(INSTALLATION 0 SIGNAL (NIC) • >f.aa {rT-' Y.'. 00 .. F `et' - 7Yitr r I i f}lr} raitil'!� _:,..:• / r� — p t n _ ------ - fir, a; b, ® { t S,F r� `a�yrr £c/" • n f�//, ' `'I ,-- pp C mot' _ ° p OFFICES AND-- ° RESTR00 fr t `��°(((• rr , r a r;>.{ CURB \ �/p °•I'--_p. -- ■ -io-r` ''r f i` t ayJfY/! , xrl,.,>L. {,a�te r2i l :3 TERMINALSEE V Ll -- TRANSITIONISLAND mEr I T �t,2S"s \0n ti ?, !'1'ul�ir J�t,^^yi t'F}K1!,rrd�+riw' yf✓)> ; {)t Y;>Ll'�i }4y'tyr Z,}Tr#tS)�,a}F:f�l,?y%tr,1 :� )j. ,iAt7`,v, �j(/� -tOVF SM—O—NUM"E"N T rSIGN I I I p LEGEND 150 SF MAXIMUM 140' V . t 4 I I LuSHEET C-8CD CD d. �1�t3"3� f, � wE �t ,�_ •'„' � ,;r. �' � (SEE DETAIL SHEET C-14) 1 I >_ CO NtV I I06 Lo I fr Ry 54a3741' ` I I I I cLn VISIBILITY AREA 16 f M 0A dSAW EDGE/ HOME IMPROVEMENT WAREHOUSE 1•rt � 1r! OFIPMENT b j < TYPEDCURB() FUTURE DRIVEWAY 13Y OTHERS L! � R - - • i*a,tyffZ\ �- ��I I °-p3-2- '-� K? . `°fy;=f J,r,`{r ' 'r _-: ��, I lh,s�ei'rt'; ld}„xti I,/Lt`^�y`rJk`✓,fifJr'' II (TO BE DETERMINED BY DEVELOPER 1 501140° I II I I - jI5� i CURB WHEN LOTS ARE DEVELOPED, NIC) TRANSITION ® x�`c�e43780 S. ORLANDO DRIVE 15' CITY SERVICES UTILITY EASEMENT aO \ DRIVEWAY APRON SEE DETAIL SH C 1 ° 6' HIGH CHAIN LINK FENCE AROUND POND (SEE DETAILS SHEET C-10) w p ° SALES FLOOR o ° ;I TERMINAL ISLAND "D" (3 PLACES) 12' I 63' 0 901 N DEPRESS CURB FOR SIDEWALK °O o TERMINAL ISLAND ao "C" (2 PLACES) SEE ARCHITECTURAL PLANS FOR ADA SURFACE TREATMENT INTERIOR ISLAND -- "A" (2 PLACES) 20'. 14Cj] 15' INTERIOR ISLAND c4 "B" (2 PLACES) DEPRESS CURB FOR SIDEWALK -- 5 WIDE CONCRETE SIDEWALK I I I 15' FRONT YARD BUFFER I I TYPE 'r SPILLOUT CURB + I 1 I ::D I I O Cn ::D I � I FUTUR 5' CONCRETE• G1 I SIDW 13Y FDOT (NIC) (BY OTIHMS) I I 1 • REVISIONS PRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 1/29/02 10 REVISED PER 1/8 PRC 3/22/02 24 REVISED PER 2/12 PRC, SJRWMD AND F00 ( COMMENTS THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WR11I TEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED • • =1fzm r G, u i LLI 0O 0z o N O o C) co 6 •p.� �> •� r`1 afe O�r0 � E.c cc 0-j 0 E/ N_ c O w M L,tjU.UU Y'} ° I ry: AT ENTRANCES (TYP) LOTS 1 AND 2 MAY BE UTILIZED FOR I I I I <` F� o rrr `Y"w I CONSTRUCTION STAGING OR PARKING- ') {' J' OF E4UIPMENT VEHICLES I I 5' WIDE CONCRETE ' ; " ;, TYPICAL INTERIOR; I I • \ 'SIDEWALK (SEE SHEET ISLAND (4 PLACES) C-10 FOR CONTINUATIN) 15' 2I ` I LD U- - , — -- t �,, ,'--r� - ______ - - - - I..t. ,ice r? 7rSY •y I QO 10 LANDSCAPE BU } r , 5, �• �Yt�� 4 Y I I N t•, +5_ }, ""' ( FUTURE DRIVEWAY BY OTHERS I I I I ca LO TERMINATE "F" TERMINAL ISLAND 12 3 I I' J; (TO BE DETERMINED BY DEVELOPER Z N } ) _ co Cr (' PLACES) yr Y''�� �' I WHEN LOTS ARE DEVELOPED, NIC) I I I Q cn CURB AT I I I =r -r�Y; _ o 0 0 ?,. �t. •- w m SIDE OF WALK - rii.rr,?rva L' Lo I RECEIVING (EACH SIDE) °° TYPED/CURB (W) COORDINATE AND ADJUST cLu 97,44I ` O :,r. (al r ��A SIDEWALK TO MATCH I i I J 31,66 36 12 63 90 20 140 (15 rtJ'sl f° I - DRIVEWAY EACH SIDE —. � I I r - f,F '•1f , jAf) �1 � )Y J 1 < I I I I 5 `ti \ ` TRAS COMPACTOR I DEPRESS CURB FOR r' Yf t ; R5 �� ,j D < 10' LANDSCAPE BUFFER (BY OTHERS) c m w 1 p 1 SIDEWALK (3 PLACES) ; ,,4, r y�r ..,#,s ,3, r � 1 ° LJ 1 SEE DETAILS SHEET C-13 ., , �'r 70 (TYP} + i° ° �� ° , ' 12.13 (1) FUTURE DRIVEWAY TO PARCEL c� 3 w 1 Nxy }' 0 s ^30' ! CURB WHEN ABANDONED BY CITY (BY r -- O 0 o a '�0! GAf�DEN CENTER I I. �� F ���, } r 4-- n OTHERS WHEN SITE IS REDEVELOPED c.� t-•- � 1 � 1 //,,,,Y' , 4 Y � TRANSITION E 1 ) I L, / _ dNin I �r p �. 1 , r } 6i ski r iir 1. r Iz PLACE WH STOP 1.5 FROM I t 5' 190' 60' 60' 15° h s"`'' I _ — , '1�= t �j r ¢ t T ~ EDGE OF PA ENT TO ALLOW r.F p p ,` F'�1r" ( F-1 V '� W O 4' CL FARANC3 E TO FENCE R10' ,' R5' �., R5'(TYP) R5' tt ' N® I 1L 34.7 D, I= O �;' ; , , CURB �`� ` °�� � � I CONSTRUCT 64'± VAI_!EY GUTTER r w + r�ra7������> ; } , �! I I VERIFY CT PLACEMENT `,..� w 79'12' N i + TYPED CURB -� N .. TRANSITIONf .�� I TO. MATCH EXISTING G E AND - - o; I WITH FDA PRIOR TO oo ,00 � T _._.� .. o 0 7) I ° '' P I � q� 29, ° FL OW LINE PER FDOT INDEX No. 00 �! NSTALLATI N �1 (D 1 11 1..,• ° . ..s._>.:>a. sr.n.,-_s'. ,-�.._.x. _ _ A -•-•-' - -'--'-'-'-•-•-'-'-'-' z ` ' , Lri j hYJv�F',t''� to 1`'? ''....\ VJ - a / 1 1 r X rsr o t �' p p s, CURB TRANSITION 198.5 20 68.5 T )xz� fi{� J )x) R50 M ° p ° T yT �_ �, ^\ ,� ' J 13 1 � [� ° / R25' 060°31 A ' 3 -. M ` c� t s 1 ° ,. ., u, t .t,. T .t „ .. ;h, , \ re ,.d1.• rf ,, ,.%.. ,., v-,. ,., et,. t. S .si. .: -, J_ !t t 1• r. v. r (t 3. :r 1. I ..t: +v, r [ ,f ,8, .,. ,:r.4 r •,�r.,t J,u_ .-3._, ::�... :. (��(}(� (� ,.n s/ t ... .. ., .. .. .,,.,. .... .. .-Tr. .. <r ,.... �.,. : w, .,, ,. 1-, 3 t.. ,,.+ rnd. S "�: a t 'a%`� -.1i. i.,.-..,gym 1 . _ r... , >, .. .. v r,. ,. ,. , „ .1 r .r .: ':. L '«,'t':. .. ,; .... ,':S ,. i- t�v F• t ::1 j.,y'L �•' y t. 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'>,. ., r , wr: a i•v. ryi. ri 7 . l @-` >•-. .g Pr ji` y..p,. :}' ir£. '> rc::f rs;" \` I >>• t _ t A r at'a J• >P•- ri><.. l 3 ✓ r.g>. r:¢ :.; :.F i) /j ? r 8 x,t^ l.>�, i . - %-r .-. C$ � .. a-,. ,.: .. , . ....... .., - -:. .., _• .<, ., ... ry n - ,.•ar s. i a . „J.:' e'e1k', h t 'tr t, KF• i r v'�>.;.. i _ �4 i. 4> .�. ,r.� .r. •.W N,. .-.J. 1, n N,. „J.`, h. r>�1.,' C 3 � zl.. «Y I`r i+• . Y {{ LL •. ::'T.. '0✓An r ,.,X. , cn — —� —ice + + y Jtt' , � a t� �10 p b, -Ln N F 0' TYPE 'D' CURB' (TYP) f '� oo `z'4 'u . - > , no CURB 15' p 60'p 20' 140' 40' 130' 30' 50' 15' 24' I �` "� I ;f; ® �`° TYPE I CONCRETE TRAFFIC I 1 C14 �. TRANSITION �� - -/ -R5_ J a �SEPARATO� PER FDOT ILU � 26 TYP ���44• r- Q��dq � INDEX No. 302 � 1 {, _� 30' .10,2 . ' p ' 16T 13' 13T N ``•— I __---- �\ D I T_ 5 � °167 13 R5 CURB - TRANSITIONR5' TYP R5' TYP C RR5. P TYPE FSPILLO B II wF* CURB T\\ O' ° 10' LANDSCAPE MATCH EXISTING CURB(YI\\A0 rn BUFFER ` \ I I ® z m �TAPER "F" CURB TO TYP F3 I I TYPE F' SPILLOUT CURB N RB AND GUTTER \ � 86.59 S I RAI ENDING AT R/W \oil A I I' P FDOT INDEX, LL o - PUBLIC SIIYWWALK CURB RAMP PER FDOT INDEX NO. 3( �� 300 BO SIDES)R M 07- W u- , 090'161 MAINTAIN 1 MIN CLEARANCE FROM PROPERTY LINE (TYP) I� , ram' I 5' 5' WIDE C NCRETE SIDEWALK o � � �� I I Lli � Q � � a I R2 TRANSITION CURB--T�-- 689044' MATCH EXISTING CURB TYPE (1YPIC (MEANDER AROUND EXISTING I I -�- ® � I TREES AS R€ U TO L________--UJI LE. � ui CONSTRUCT 74't VALLEY GUTTER AVOID CONFLICTS) ALBERTSON'S r' pp TO MATCH EXISTING GRADE AND 1 I dry- O < Q o O FLOW LINE PER FDOT INDEX No. 300 IF FIRE STATION IS STiI i ACTIVE PRIOR TO -A U) (n 0 COMPLETION OF LOWS CONSTRUCTION THEN, I I p LOWS MONUMENT SIGN (100 SF MAX) 80 LF+ OF VA I FY GUTTER SHALL BE ORIGINAL CONSTRUCTEDVERIFY WITH THE CITY PRIOR LL1 , � (SEE DETAIL SHEET C-14) SANE Rr) r_ f ( ISSUE DATE: '12J18/01 TO INSTALLATION TION THESE PIL PERMIT SET ACCEPTE F E REv1L; CO ' I NS qc? . DING UEPT. CONSTRUCT 5 WIDE CONCRETE SIDEWALK oNsrRU OR r' PP�IT �ScONDITI Nq LLY ISSUE DATE: --HEAN EL. A Lrc,,U q -1-0 PROCEE'p WI I, CONSTRUCTION SET J FROM TERMINUS OF EXISTING TO NORTH I r nn r q U 7D g LIEU SI` q I ANCEL, AND N T AS AU-r FI PROPERTY LIVE (LOCATE APPROXIMATELY Rovrsror LTER, pry SF.r oRrry To vlb� qr 5' BACK OF CURB) SEE SHEET C-10 FOR I CONTINUATION TO THE NORTH OF THE TECHNICAL COD ANY ISSUE DATE: I SUANCE F THE C EPT F -r A PE INT PREV NOR SHALL DRAWING NUMBER: T ON O RO .rHL•'RE ENT Tr1 OUILOING FrJE . OIRING q i Er ac,:; , u;.: TI, c OR OTHER VI �r''a'=. CONSTRUCTED OLATION`; OF -THE CODES.C-6 FOR CONSTR�,KJ I IV V 01r1015�1-1 CIVIL � OF 23 r 4 5' ° TYPE " CURVE ( SPILL 0 EXISTING TREES TO VARIES SLOPE 2% STANDARD DUTY ASPHALT PAVEMENT F" , REMAIN IN ISLAND STANDARD DUTY ASPHALT PAVEMENT 42' 40' 30' 62' 62' 10' 62' 62' 10' 30' _ 30' 8' 62' � w I I H�� D� STANDARD DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT I I STANDARD DUTY ASPHALT PAVEMENT STANI1Al7fl f]lftY ASPWAI T PAVFIuIFNT �I� r �f fLaWEn n r� CTAAInADn Ill ACDLIAIT DA1/[1/C1rr 1_ C6 V.VIVR(: -r rv%i ILIIL I 10 nr Jlvnm `-10- N 51URM SECTION A Be8" SANITARY SEWER CONDUITS —18" RCP SCALE: 1 " = 20' GROUTED CAP EXISTING TREES TO REMAIN , 1'-0" TOP EL 54.0 STANDARD DUTY STANDARD DUTY VISI—BARRIER WHERE INDICATED I/ / ASPHALT PAVEMENT ASPHALT PAVEMENT Rol' A' R7' R7' 17 A -A' 1 A' �� Fi' 1 A, LLJ STANDARD DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - — - - - - - - - - - ASPHALT PAVEMENT' --------- 18" RCP STORM INLET 1-08 "-24" RCP STORM TYPE "F" URVEVE 0 -- L-------------- -- 0 SLOPE TO MATCH EXISTING (4:1 MAX) z 24" RCP STORM 14 0 24" Q.C. - ALTERNATE BARS CUT 4' ABOVE FOOTING 4 PAINT EXPOSED SURFACES WITH BEIGE COLOR SYSTEM TO MATCH BUILDING 8x8x16 (EXTERIOR) AND 4806 INTERIOR) SPLIT FACE CMU (SCORE JOINTS SECTION A (CONTINUED) FILL CORES WITH CO,CONCRETE WITH 3/8MPACTEDMAX DIA PSI WHERE SIDEWALK IS ADJACENT 10'-0" MIN SCALE: 1 " = 20' TO CURB SLOPE TO CURB 5' in I PROPOSED GRADE EL 48. SLOPE 2% �°� VARIES 36' 15' 70' 80' 20' 80' 60' 15' 30'— N �- ® SLOPE TO CURB HEAVY DUTY STANDARD DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT ASPHALT PAVEMENT 4"UNDERDRAIN 4"UNDERDRAIN 4"UNDERDRAIN 4"UNDERDRAIN o — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F _ — = _ _ _ — w — — cn �- BURY ONE FULL O COURSE r cn 10 12 12 0 HOME CENTERS, INC. P.U. BOX 1 III N. WILKESBORO, NC 28056 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 1/29/02 � REVISED PER 1/8 PZC 3/22/02 2O REVISED PER 2/12 PRC, S,RWMD AND FDOT COMMF_NTS THIS DRAWING I-S THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRI rf EN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT2001 ALL RIGHTS RESERVED e a 000 �m CLw �V) J 1n Q �V, r� 0 R= Be WATER MAIN INLET 1-11 4"UNDERDRAIN INLET 1-17 4"UNDERDRAIN� " EL W GRADEL ® _ 8" SANITARY SEWER Be SANITARY SEWER Be 8 -- WATERPROOF S CLEAN SAND 0 ®® WATER MAIN , TOP OF BERM COMPACTED N SECTION D SLOPE 6:1 TO MATCH EXISTING EL 43.5 BACKFILL SCALE: 1 " = 20' 1 -6" 0) 4 �, to � CAUTION f`X15 (LNG 9 t- 0 a U ELECTRIC CABLE _ __ __ ---- �.._... NOTE: " � v � � f PROVIDE PREFABRICATED -r SOD FpNO It MATCH EXISTING GRADE -. ! CAREFULLY HAND DIG TO � HORIZONTAL JOINT REINFORCMENT � � � � ._ _.�...,,._ c EXPOSE r..Xi,.,E{I�It. uldE)C.t?,>�nt�llNi� v o IN ALTERNATE COURSES I ml i _ -- VARIES U ILI F E� r'F.IC r. TG �.� AL._I, 7G to { i-' VAR(L:J �- r f 1 i^� I�,, QT, i �� ,., • 4 1 Q- 'O eat L cl OPE 4:1 IC;' c;2' `�LC1,'E 1:1 lAP,IF� o_ LO�t. E:1 f , - ,, f c ca �, v' E�II J "- F c r ` r' r i,_ Ji)L) Eft�F V (� 1 02 - 0 n. n ,_ { BERM SOD _ I -- _ _ -- #4 0 12" O.C. ifCJE- ; L ` I. 4iTc RED END _ - 4 000 PSI CONCRETE O _j I.iJ --- E:XIS FING GRADE �( 4 ,r' � . " � ® a c� _l :} I f3.5 , SECTION ---- -, r •�, .� —. �� i —I rl WATER L�/EL 5 ®8 O.C. N �s � — — - EL 39.0 'v —4 m to t D�� P '� I,\VERT 3— ,0 `` E�E � � o � � >� O �Q _ 'r'rr.TCf? L_,EL -L ,Jr.7 E ✓'_ 1 W O VJ _.._,`�f;Tct-; EXISTING rfzAE�E� �..__....___ --- --- ----- � � � b L61 CHAIN LINK FENCE � � � � a' CEIAIN LI; IK-FENCE- `� M 0 p 0 � � B�TTi)�A r L 23.0 �'--- u) - -- - ------ -------------- CAUTION! E;;ISfiCdG {'1" o 0 M SECTION C E'VC WATER MAIN � � � SCALE: 1" = 20' SCREEN/RETAINING WALL DETAIL (WALL �) - © ; SCALE: 1 " = 2' WHERE SIDEWALK INTERSECTS EXISTING SANITARY + GROUTED CAP � O MANHOLE TOPS, MATCH SIDEWALK GRADE TO MANHOLE w r 5' CONCRETE SIDEWALK MATCH EXISTING GRADE �MAIN FAIN 12 MIN CLEARANCE ARANCE IF FIELD INVESTIGATION ' " NOTE: �� -- WEST EDGE 6" ABOVE ELEVATION, ALLOW 10 MINIMUM GRADE TRANSITION 5 4 ,� c, 1 —0 TOP EL 54.0 ,n U- SOD " SOD F"ROGES TrIIS (.ONFIGURAHON WILL NOT ALLOIR Mill � � cQ WHEN ELEVATION DIFFERENCE EXCEEDS 6 A SEPARATE BUILDING PERMIT IS REQUIRED CURB SLOPE 2X SIDEWALK c>c I Cr1J�AIi4�E TIII FRCP SLOPE IaiA`f riF_ AD�IJSiLD TO °cv° h- 2 t o . FOR THE WALLS POND N-1 m PROVIDE REQUIRED CLEARANC_;E. IF CLIEARANCaE CAN 0LO 32 HbhVY DUTY U- NOT BE MAIN WITH SLOP_ "- T EN z C7 1 F AD�iJSl rv�E N � THEN I� OPEN CUT PAVEMENT �� 62' SLOPE 4:1 VARIES 62' SLOPE 4:1 VARIES CONCRETE PAVEMENT � 1NATER MAIN i UST BE REROUTED UNDErR THE ERc`,P E•'� 0 CO I_.3m 10' 10' TYPE "F" CURB ilflll 1; MIN C)E id" CI_EAfZr1i1C,E UE� CONCRETE (5 LO TOP BERM MITERED END TOP BERM ENCASED 1 G' EACH SIDE OF ERCP, EITHER OPTION: ® U) 2) 29"x45" ERCP - EXISTING GRADE , ,. E �- PAINT EXPOSED SURFACES w co ' ``j Q EL 43.5 SECTION EL 43.5co IAlJST. BE APPROVED !3'Y THE CITY AND f.�JOiiVc.t R ,,,i WITH BEIGE COLOR SYSTEM - - — WATER LEVEL EL 39.0 -� ,-- - - Nisi ADDiIiONAL COL'( 1"O LOWE'S. TO MATCH BUILDING _ , VEGETATIVE BUFFER 8x8x16 (EXTERIOR AND 4x8x16 INTERIOR — - — — - — — — — — — — — 25 NATURAL =1 (INTERIOR) � _.._ 5 PVC FPL CONDUIT � " 2 —0 SPLIT FACE CMU SCORE JOINTS) v `~ P4o CAUTION EXI STISE S" BOTTOM EL 28.0 6' CHAIN LINK FENCE , � ,. SEWER I______ !`:ONTROL STRUCTURE "i�1-- i " ( ,�5 024" Q.C. 0 .-. lc PVC' SA%h1AK.i .�Et>lER VERIFY DEPTH PRIOR Be PVC WATER MAIN FO IN SI:ALL1`, T ION OF _— 6' CHAIN LINK FENCE a 4 " ¢ j 3G" RCP-- _ I PROPOSED GRADE EL 48.0±C3 Lu a SECTION C (CONTINUED) SLOPE AT 6:1 TO EXISTING GRADE SCALE: 1 " 20' NEW 12' a SLOPE TO CURB _ SOD ALL DISTURBED NEW 4 RIGHT TURN MATCH EXISTING WALL THICKNESS 1 ( N (9 AREAS WITH BAHIA SHOULDER LANE POUR WITH 4,0(30 PSI CONCRETE a Z EXISTING SOUTH BOUND LANES IST1N 12" STABILIZED SUBBASE WITH MINIMUM LB.R. 40 AND 5.2' SQ. 1.8'± s c� BURY ONE FULL �OURSB EXISTING RIGHT AND EX MEDIAN COMPACTED TO 98% OF MAXIMUM DENSITY BELOW GRADE EXISTING 18" CMP 6% CROSS SLOPE TURN LANE LEFT TURN LANE w ®10" OF UNFROCK PLACED IN TWO LIFTS AND COMPACTED REINSTALL EXISTING HATCH NEW TYPE 'F' c� I o FOR SHOULDER (TYP) 3 MATCH EXISTING CROSS SLOPE (TYP) I TO 98% OF MAXIMUM DENSITY FRAME AND COVER, AND CURB AND � N EXISTING GRADE FILL CORES WITH COMPACTED, 3000 PSI CLEAN SAND " " PADLOCK WITH KEY AS GUTTER Q ( " - 3.5 TRAFFIC LEVEL C SUPER PAVE ASPHALT. 1.5 OF FC-5 REQUIRED (TOP EL 50.5±) 41 �, CONCRETE WITH 3/8 MAX DIA AGGREATE COMPACTED p OPEN GRADED LARGE AGGREGATE WITH GROUND TIRE RUBBER. M x�' ❑ t 0 4 (MATCH EXISTING) } '- � WATERPROOF SEALANT BACKFlLL U 0 2 1 o ci , EXISTING RAW WATER MAIN I �' EXISTING TELEPHONE CABLE " ® SAW CUT AND REMOVE EXISTING RIGHT TURN LANE, TAPER 4 U� EXISTING 6 GAS MAIN EXISTING 8 ASBESTOS FORCE MAIN AND STORAGE AND EXISTING 4 PAVED SHOULDER AS a 6" HDPE PERFORATED PIPE 0.10% WITH ADS DRAIN GUARD EXISTING ' . �-- EXISTING 2" WATER LINE EXISTING EPIK INDICATED ON PLAN SHEET C-4. EXISTING BASE AND I OR EQUAL PROTECTIVE RAP FIBER OPTIC CABLE SUBBASE MAY BE UTILIZED AT THE CONTRACTOR'S 4 I� SECTION D DISCRETION IF EXISTING MATCHES PROPOSED STANDARD. I Lh1ca >— ( #5 0 8" O.C. — ALTERNATE_ BARS M z Be CUT 4' ABOVE FOOTING SCALE: 1" = 10' y POND N-1 DRILL EXISTING CONCRETE Q O PLANTINGS AND INSTALL 12 LONG � #4s AT EACH CORNER EXISTING GRADE #5 0 8" O.C. LL- w SEE SHEET L-2 AND MID —POINT OF EACH EL 40.Of Ll., �, z 1 .6 U) O SOD WALL 4,000 PSI CONCRETE a z 30' z — " 5 —3 . Q 25' NATURAL 10' EL 42.0 = HEAVY DUTY 4 O U) & VEGETATIVE BUFFER TOP BERM 62' EXISTING GRADE ASPHALT PAVEMENT i I LL z `L 26' MIN VARIES EL 43.5 SLOPE 4:1 CUT EXISTING PADLOCK N " z U 1 & C5 REMOVE EXISTING HATCH d a �. 6 n. Cl�a FRAME, COVER AND ANCHORS Ta 0 BE REINSTALLED -- ``' d 17CI WATER LEVEL EL 39.0 EXISTING GRADE " ) TYPE F" CURBNU) KEY WAY (TYPICAL) EACH WALL '#4 0 12" O.C. PROVIDE PREFABRICATED ORIGINAL HORIZONTAL JOINT REINFORCMENT ISSUE DATE: 12/18/01 OPE 4:1 TO MATCH EXISTING BOTTOM EL 28.0 IN ALTERNATE COURSES PERMIT SET 6' CHAIN LINK FENCE 1'-0" ISSUE DA"I'E: CONSTRUCTION SET — ISSUE DATE: SECTION E SECTION F RACETRAC VALVE BOX MODIFICATION SCREEN/RETAINING WALL DETAIL WALL »A" DRAWING NUMBER: SCALE: 1 = 20 SCALE: 1 = 20 NOT TO SCALE SCALE: 1" = 2 FOR (CONSTRUCTION 04/25f15021:1 (CONSTRUCTION wo1_avlL OF 23 SANFORD BUILDING DEFT. 'HESE PLANS ARE REVIEWED AND CON DITIONj .CCEPTED FOR PERmI'r. A F ERM! r Illi;UED SHAL :ONSTRUED TO eE A LICENSE TO PROCEED ' 'HE WORK AND NOT AS AUT14ORITY TO VIOL :ANGEL, ALTER, OR SE r ASIDF_ ANY OF 'ROVI SIONS OF THE TECHNICAL CCC=_5. NOR Sr SSUANCE OF A PERMIT PREVENT THE BUILT )EPT FROM THEREAFTER REOUIRING A COR. 'ION OF ERRORS ON TWE PLANS, CONSTRUC )R OTHER VIOLATIONS OF THE CODES. q _LY FIE !TH 9' 0" c/c 0Diam PERMUT # 014,' 6 1 a'-o „ 9'/2'x 12, x.750 matching plates w (4) grade-9 Wbol 8°x8"x.250 Steel Tube #5 ReBar carts g 16" c/o ` (2) #5 ReBar pads @ 121 c/o H 3'-0 " Sanford, FLA (1) T-7" x 1T4" Double face internally illurninated sign cabinet of aluminum extrusion w/ 2'/4' hinged face retainers. Cabinet finished in acrylic urethane enamel to match Pantone 430 gray. Lowe's faces of FlexFace material (w/ color applied via heat hansfer process; 2114 blue field, white copy & 2550 red stripe. Faces treated w/ Super Glasskote finish). Internal illumination by horizontal flourescent lamps powered by low -temperature ballasts. All wiring UL approved. (1) Decor roof fabricated of aluminum & (internal) steel. Roof finished in Ecrylic urethane enamel to match Pantone 430 gray & 280 blue. Roof to have 13mrn red neon accent stripes. Neon to have NO exposed wiring: electrodes into Pyrex receptacles. All wiring UL approved. Cabinet mounted onto double pylon steel structure set In pad concrete foundation. CMU split -face block base by other than Laws Corporation Scale: J/i'= P-0" 0 a AOIAP LAWS CORPORATION Signs of Success 304 Muldee Street Durharn, N.C. 27703 Tel: (919) 596-2124 Fax: (919) 596-0421 harlanlaws.corn This design is the property of Harlan Laws Corporation and cannot be used or distributed without the approval of said company Phase: ❑ Conceptual 91 Design Development ❑ Final Production DRWG.7# : M811 102 DATE: 18 June 02 REV. DATE: LOCATION: FLA FILE : Sanford FLA SALES REP. DRAWN BY: BAINE SCALE: 1/4" = 1'-0" Client: Approved by: Date: H z 0 it 0 Lo i r 0 n 0 GENERAL 110TES: 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specificglly noted otherwise on the drawing: NOTICE: The Florida Building Code 2001 CORNERSTONE ENGINEERS, INC IS RESPON- The 2000 International Building Code SIBLE FOR COLUMN AND FOOTING DESIGN American Concrete Institute Building Code ONLY. SIGN CABINET COMPONENTS AND Requirements for Reinforced Concrete (318-95). • American Institute of Steel Construction, Inc ATTACHMENT ARE THE RESPONSIBILITY OF THE SIGN MANUFACTURER. Manual of Steel Construction (9th Edition). • American Welding Society ANSI/AWS D1.1-98 Structural Welding Code - Steel 2. All steel components shall be as listed below, unless noted otherwise: 10" (BOTT) All rolled shapes, plates and bars shall be ASTM A36, or equal. 9" (TOP) All standard pipe shall be ASTM A53, Type S or E, 3/8" PLATES (2) 1" - Grade B, or equal. • All large diameter pipe, made of rolled and 18'-10" 5"0 PIPE welded steel plate, shall be of certified, tested 0 o material. All seams shall be welded continuously with full -penetration welds. 17'-8" 3/16 All structural tubing shall be ASTM A500, Grade B, or equal. 9'-0" N o + / SIGN FACE All bolted connections shall be made with ASTM TO , A325 Bolts, or equal. 3" X 3" X 1 4" All anchor bolts shall be ASTNI A307, or equal. o 0 GUSSET PLATES (4) All welds shall be made with E70XX electrode, TS3X3X3/16 or equal. OR EQUIVALENT TS 3 X 3 �3. 2"0HOLES FOR All exposed materials shall be properly protected A325 BOLTS 4 from weathering and/or corro!31on. M T(P 3/16 3. All field welds shall be made by a welder certified in the specified position. III I SECTIO B—U 4. All concrete shall have a minimum compressive 5.563 0 X 0.258" WALL PIPE: strength at 28 days of 3000 psi. I I 6" NOMINAL DIAMETER Signage may be installed on the structure after `n OR EQUIVALENT a minimum curing time of 3 days, provided the oflGL Ql 1pIP30�I[ it1[ 14 L 1' I I ° curing process has been properly mointenanced in accordance with ACI 318-95. 5. No steel reinforcement is required in cube or I 11/4 auger style footings where the support column TS 8 X 8 X 1 4 is embedded directly to the bottom of the footing. OR EQUIVALENT 6. The structure has been designed to withstand a I I I I 110 mph wind speed (fastest mile) .Ath a maximum I I I BLOCK BASE 18,E design pressure of 43.18 psf. (ASCE 7-9-3)BY OTHERS The structure has been designed to withstand a 3 130 mph wind speed (3-sec gust) with a maximum r GROUND 1 1 /2" /4 PLATES (2) design pressure of 31.8 psf. (ASCE 7-98) III —III has been I I'FELLL � I III —III TS 8 X 8 7 he followingThe founosoil co dit onsesigned assuming Allowable Lateral Bearing Pressure of 500 psf ft (This value is used for cube and auger footings.) 500 1 4 I- i I III —III —I I i I I I I I •P f f t corresponds to a medium clay, dense sand ��5 BAR rn -i -} SIGN FACE If soil conditions other than those assumed are r , 5 BAR — I12 C C I encountered (including soft soils, unstable or v I 0 12 C C I I — 5"O PIPE collapsing soils, organic materials, or groundwater) cease excavation immediately and contact the engineer so that the foundation design can be CONCRETE 1"0 HOLES 4 FOR re-evaluated. 12'-6" FOOTING 4" X 4" X 3/8" TV1/4 7 8 A325 BOLTS I 8. If existing and proposed conditions are not P P DIAM DIAM GUSSET PLATES (4) as detailed in this design drawing the installer 18'-0" shall notify the engineer immediately. SECTION A —A ELEVATION VIEW Note: Cornerstone Engineering, Inc. is registered to provide engineering services in the State of 18'-0" Florida as Cornerstone Engineers, Inc. 4'-6" 9'-0" } _- 4�'-6" 5 BAR 0 12" C C ANDREW K. LEWIS - TO CL I TOP AND BOTTOM FIAIZLAN LAWS CORPORATION 304 Nluldee Street - Durham, NC 27703 L- SIGN FACE 9'1 X 18'10 Lowe's ® 15' Overall Height N Sanford, Florida CONCRETE 2'-6" 2'-6" TS 8 X 8 �� � , FOOTING DIAM DIAM CORNERSTONE ONE ENGINEERS, INC. 302 COLLEGE, ST. P.O. Box 1029 OP 1v1ADISONVILLE, TN 37354 ALL REBAR NOT SHOWN FOR CLARITY (� PH (423) 420-1741 FAX (423),120-1747 FOUNDATION PLAN VIEW o Project #: 021236 Dwg #: C3751 R Date: 07 12 02 • FL P.E. # 56418 Drawn By. RFF Scale: 1/4"=1'-0" Sheet: 1 of 1 o a �i 0 THIS SHEET.INDICATES LOWE'S TYPICAL SITE LIGHTING --DESIGN -CRITERIA. IT AS TO • BE USED IN CONJUNCTION . WITH SITE DEVELQPEMENT CRITERIA SECTION 200.8 LOWE'S TYPICAL' POLE SPEC.'S ARE 35' HIGH ONE PIECE __ROUND .TAPERED ALUMINUM POLES RATED AT A MINIMUM OF 100 MPH WIND PLUS 1.3 GUST MOUNTED ON A 2' HIGH CONCRETE BASE (SEE BASE DETAIL ON SHEET SL-2.) THERE SHALL BE NO DEVIATIONS FROM . THESE SPEC.'S UNLESS SPECIAL CONDITIONS ARISE SUCH AS: - POLE HEIGHT RESTRICTIONS - AREAS WHERE DESIGN WIND LOADING ARE GREATER THAT 100 MPH - COLOR RESTRICTIONS - AREAS WHERE FLOOD LIGHTS ARE NOT PERMITTED TO ILLUMINATE FRONT BUILDING FACADE SITE LIGHTING PACKAGE SHALL BE MANUFACTURED BY HUBBELL OR COOPER- LIGHTING NO SUBSTITUTIONS) ALL PHOTOMETRIC PLANS MUST BE PREPARED 13Y HUBBELL OR COOPER. CONTACTS' FOR SITE LIGHTING PHOTOMETRIC PLANS: COOPER LIGHTING HUBBELL LIGHTING TODD BROWN MELISSA MI TCHELL (336) 370--4095 (540) 381-0406 ANY PROPOSED DEVIATION FROM THESE SPEC.'S MUST BE SUBMITTED BY WR(t iI=N REQUEST TO LOWS FOR APPROVAL NOTE: THIS SITE HAS RESTR(CITONS ENFORCED BY THE CITY. REFER TO SHEET SL-2 FOR SPECIFIC SITE LIGHTING FIXTURE WATTAGES AND POLE HIGHT SPECIFICATIONS. NOTE: ONLY COOPER AND HUBBELL FIXTURES SHALL BE APPROVED FOR THIS SITE. (NO SUBSTITUTES ALLOWED) LITHONiA WILL NOT BE PERMITTED TO BID ON ANY PORTION OF THIS SITE LIGHTING PACKAGE. NL) I t: DEVELOPER AND/OR GENERAL CONTRACTOR SHALL SUBMIT CUT SHEETS & SPECIFICATIONS FOR ALL SITE LIGHTING FIXTURES AND POLES. (MUST CONFORM 'rn 1 r)w171`e 4ZD1 rrlMPAnnm4z cunwKi r)m czpppT qI _r) l SITE LIGHTING f- Z S77E ELECTRICAL. COMPACMR 70 COORDIN47F 40CA7/0N OF FASM M ,, UNDMRGROLIND UTILITIES & DRAINAGE BEFORE DRILUYG F04E 94STS: (7YP=) 2 NL INDICATFS THIS UJMIV RE SXNL BE ON A NIGHT LIGHT C4=Jir (%YPrAQ. a THESE DESIGNA770NS IN wAx WHAT PHASE IJGK/5 ARE• WIRES 7D (TYPICAL,). 4{. !Z MIC47ES 7HIS LUMMAfAIRE 5MU BE A FLOOD L/GHr FIXTURE AMOUNTING BRACKET FOR THIS fZ FIXTURE SHALL. BE ,t MME9 25' ABOVE 80770AM OF POLE &LSE' {TYPICAL} FOR ALL UGITT POLES CLOSET TO STOREFRONT E:YIE)YO A 460/277V, J 0 SERVME 70 LOWES Ra40 SJGN. INSTALL. A m4 3P NEM4 J3R DISC. Sfl 7m (ETCH LEG FUSm 0 2a4.) S7CN REQUIRES (3) 2a4 277Y aRal= Q FROKDE FRO7ECAVE GUARD FOST Ar 77iESE LIGHT POLE BASES LOC4Tc CLPIRD POST AS SHOWN ON DETNL. SEEE DETAIL ON SL 2. (Nor USED) HONIE CENTERS, INC. P.O.80X 111 N. WILKESBORO, NC-28655 REVISIONS PRE-Bip SET' POST SIO SET ISSUEDATE © ISSUEDATE DATE DESCRIPTION THs DRAWING IIS THE PROPEm OP LAWES HOW CENTERS, INC. ANY USE OR REPRODUCTION W WHOLE OR PART IS PROH191TED WITHOUT THE EUIMSSEO WRITTEN CONSENT OF LOWE•S HOME W41M. INC. COAYRKiHT 2W1 ALL RIGHTS RESERVED P UTATION FOR RFUSF TNS DRAWING WAS PREPARED FORU52 ON SPECIFICSTIHAT SANFORD,FL . CONTEMPORANEOUSLY WITH TTS ISSUG DATE ON OIlt= ANDITISNOTMITTABLHFORUSEONA DIFFERENTPRO�.'ECTS1MORATALATERTWE USE OFTHIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICE.S.OF PROPERLY LIMNSEU ARCHITECTS AND ENGINEERS. REPRODUCTION OFTHIS DRAWING FOR RELME ON ANOTHER PROJECT IS NOT ALITHORQ0 ANO IS CONTRARY TO THE LAW. /J e e a v a,, to a+ CD �1 a VJ w M Of} °� 3 9 00 a �i r. rna, M aj .-� O X� o LL Csi �.! Lo 4 . Z 0 cr c ®. M Lu. (9. > U)® 00 rTl ul� z 0 ui x U W U z ...1 m LL .. ()! �c oo�o �LL0D Lu Z LL z Lu. Lu _j 0 0 ©RIGINAL 4115102 ISSUE DATE: PERM t SET ISSUE DATE' E' CONSTRUCTION SET -'.. ISSUE DATE: rj 3 02.. i)RAMNG NUMBER: Lm 1 SL01 SITE INFORMATION DEVELOPER/ LOWE'S HOME CENTERS, INC. ENGINEER/ UPHAM, INC. ARCHITECT: TAYLOR SCOTT ARCHITECTS, INC. APPLICANT: HIGHWAY 268-E SURVEYOR/ 265 KENILWORTH AVENUE 1437 S. BOLDER AVENUE, SUITE 800 EAST DOCK LANDSCAPE ORMOND BEACH, FL 32174 TULSA, OK 74119 NORTH WILKESBORO, N.C. 28659 ARCHITECT: (386) 672-9515 (918) 587-8600 (336) 658-2182 FAX 673-6554 FAX 587-8601 FAX 658-2616 1. THE PROPOSED SITE USE IS FOR A LOWE'S HOME IMPROVEMENT WAREHOUSE FOR THE RETAIL SALES OF HOME AND GARDEN SUPPLIES CONSISTING OF A 137,813 GSF BUILDING AND 34,978 SF GARDEN CENTER. 2. ZONING IS GC-2 (GENERAL COMMERCIAL) PER THE CITY OF SANFORD LDR. 3. PROPOSED SITE COVERAGE SQ. FT. % 5. PARKING REQUIREMENTS SALES FLOOR 112,881 RETAIL SALES 112,881 SF @ 5/1,000 = 565 OFFICE AREA 4,536 RECEIVING/STORAGE 16,864 SF @ 1/1,000 =17 RECEIVING/STORAGE 16,864 OFFICE 4,536 SF @ 0.5/100 = 23 UTILITY AREA 1,361 GARDEN CENTER 34,978 SF @ 1/1,000 = 35 VESTIBULES 2,171 TOTAL = 640 MAIN BUILDING TOTAL 137,813 15.4 TOTAL REQUIRED SPACES (INCL H/C) 640 GARDEN CENTER TOTAL 34,978 3.9 HANDICAP REQUIRED (2% OF TOTAL) 13 BUILDING CONCRETE APRON 19,211 2.1 (LOWE'S REQUIRES APPROXIMTELY 660 PARKING SPACES) LOADING DOCK 7,040 0.8 PAVEMENT (INCL. CURB/SIDEWALK) 390,431 43.6 6. PARKING PROVIDED INTERIOR LANDSCAPE 45,805 5.1 EXTERIOR LANDSCAPE 208,713 23.3 REGULAR SPACES 673 POND SURFACE 51,684 5.8 HANDICAPPED SPACES (2%) 16 TOTALSPACES 689 TOTAL SITE 895,675 100.0 CART CORALS 10 TOTAL SITE IMPERVIOUS (EXCL. POND) 589,473 65.8 INTERIOR LANDSCAPE TO PAVEMENT RATIO 11.7 THE FLOOR AREA RATIO (FAR) = 0.193 4. SETBACK BUILDING PAVEMENT LANDSCAPE BUFFER FRONT (SOUTH ORLANDO DRIVE) (2) 140' 20' 15' REAR (LIVE OAK BLVD) 25 10, 10, (1) SIDE (INTERIOR) 10, 10, 10, SIDE (RESIDENTIAL) 59 25' MAX. HEIGHT 50' (1) IF COMMON DRIVE OCCURS BETWEEN LOT LINES THEN SETBACK DOES NOT APPLY. (2) SETBACK FROM CENTERLINE OF RIGHT-OF-WAY. 7. THE EXISTING SITE CONDITION IS PREVIOUS DEVELOPED AND PARTIALLY WOODED WITH HARDWOODS AND SCUB OAKS. THE FLUCFCS LAND USES ARE DRIVE-IN (1443); PINE FLATWOODS (411); PINE AND OAK (412); SHRUB WETLAND (618) AND WETLAND FOREST MIX (630). REFER TO ENVIRONMENTAL CONSTRAINTS ANALYSIS PREPARED BY TALBOT ENVIRONMENTAL DATED OCTOBER 2001, PROJECT NO.2761101. 8. THE SOILS CONSIST OF BASINGER, SAMSULA, HONTOON (10); EAUGALLE, IMMOKALEE (13); MYAITA, EAUGALLE (20); POMELLO (27) AND URBAN (34) TYPE SOILS. THE USDA UNIFIED SOIL CLASSIFICATION IS SP, SP-SM AND SC FROM 0 TO 18 FEET DEEP PER THE SEMINOLE COUNTY SCS SOILS MAP, SHEET 08. 9. THE SEASONAL HIGH GROUNDWATER ELEVATION RANGES BETWEEN EL 35.2 (WEST) AND EL 42.1 (EAST). THE AVERAGE GRADE ELEVATION RANGES BETWEEN EL 49.0 (EAST) AND EL 37.0 (WEST). REFER TO GEOTECHNICAL REPORT PREPARED BY LIES, INC. DATED NOVEMBER 7, 2001, PROJECT NO.70092-004-01. 10. THE SITE IS LOCATED IN FLOOD ZONE "X" PER FEMA MAP PANEL NO. 12117C0045E. THE 100 YEAR BASE FLOOD ELEVATION IS EL 39.0. 11. TAX PARCEL I.D. NUMBERS 11-20-30-300-0260-0000; 11-20-30-300-018F-0000; 11-20-30-300-018G,00W 12. THE TOTAL DAILY NEW NET EXTERNAL TRIPS AND PM PEAK HR TRIPS ARE 3,784 AND 311 RESPECTIVELY. REFER TO TRAFFIC STUDY PREPARED BY TPD, INC. DATED NOVEMBER 2001, PROJECT NO.2097. AN ALTERNATE TRAFFIC IMPACT STUDY TO REDUCE SEMINOLE COUNTY ROADWAY IMPACT FEES WAS PREPARED BY TPD, INC. AND APPROVED BY SEMINOLE COUNTY OCTOBER 30, 2000. 13. LOWE'S WILL BE RESPONSIBLE FOR MAINTAINING AND OPERATING THE STORMWATER MANAGEMENT FACILITIES CONSISTING OF ROUTINE LAWN MAINTENANCE AND TRASH REMOVAL. THE STORMWATER DRAINAGE SYSTEM WILL BE PRIVATE. 14. THE ON -SITE POTABLE WATER AND WASTEWATER UTILITIES WILL BE PRIVATELY OWNED AND MAINTAINED EXCEPT FOR THE 12" POTABLE WATER CONNECTION WITHIN THE 15' CITY SERVICES EASEMENT WHICH WILL BE OWNED AND MAINTAINED BY THE CITY. 15. RECLAIM WATER IS NOT AVAILABLE. IRRIGATION WILL BE PROVIDED BY GROUNDWATER WELL 16. THE TOTAL PERMITTED IMPERVIOUS AREA FOR LOT 3 IS 14.40 ACRES. THE PROPOSED IMPERVIOUS AREA IS 13.53 ACRES. AN EXCESS OF 0.87 ACRES IS AVAILABLE. 17. THIS PROJECT REQUIRED OTHER CITY APPROVALS TO ALLOW THE SITE PLAN TO PROCEED. THE PERMIT NUMBERS ARE AS FOLLOWS: SUBDIVISION 02-450 CONDITIONAL USE 02-353 PSP 02-164 18. OFF SITE MITIGATION FOR WETLAND IMPACTS CONSIST OF APPROXIMATELY 5.0 ACRES LOCATED ON BILL DANIELS PROPERTY IN THE LAKE JESSUP BASIN AND 84.2 ACRES LOCATED AT KIL.BEE RANCH BASIN 18, BOTH SITES AS APPROVED BY SJRWMD. NOTE: NOT ALL SYMBOLS SHOWN HERE MAY BE APPLICABLE TO THESE DRAWINGS, ALSO THERE MAY BE ADDITIONAL SYMBOLS WITHIN LEGEND PLANS NOT SHOWN HERE, SEE INDIVIDUAL SHEET LEGEND WHERE APPLICABLE. PLANS OF PROPOSED SITE IMPROVEMENTS LOT 3 LIVE OAK CENTER LOWE'S HOME IMPROVEMENT WAREHOUSE MISCELLANEOUS SYMBOLS MISCELLANEOUS SYMBOLS MISCELLANEOUS SYMBOLS 0 EXISTING CLEAN OUT EXISTING WATER VALVE - TEL - EXISTING UNDERGROUND TELEPHONE CABLE - - - - EXISTING EASEMENT PROPOSED WATER VALVE -- EXISTING SWALE OR CENTER OF DITCH EXISTING FIRE HYDRANT - Eoc - EXISTING UNDERGROUND FIBER OPTIC CABLE PROPOSED SWALE OR CENTER OF DITCH Y PROPOSED FIRE HYDRANT - FM - EXISTING FORCE MAIN EXISTING TOP OF DITCH BANK EXISTING DIRECTION OF FLOW - cols - EXISTING GAS MAIN EXISTING BOTTOM OF DITCH BANK <_� PROPOSED DIRECTION OF FLOW - OHE - EXISTING OVERHEAD ELECTRIC CABLES -61 H EXISTING WOOD FENCE 00 EXISTING GAS METER - OHP - EXISTING OVERHEAD TELEPHONE CABLES EXISTING WIRE OR CHAIN LINK FENCE X EXISTING GAS VALVE - ow - EXISTING OVERHEAD TRAFFIC SIGNAL CABLE -It---N- PROPOSED WIRE OR CHAIN LINK FENCE �-- EXISTING GUY WIRE & ANCHOR PIN - RAW - EXISTING RAW WATER MAIN -0---a- PROPOSED SILT FENCE ® EXISTING MAIL BOX - REC EXISTING RECLAIM WATER MAIN -0---0- PROPOSED FLOATING TURBIDITY BARRIER 0 EXISTING MANHOLE EXISTING SANITARY SEWER -V if PROPOSED VISI-BARRIER PROPOSED MANHOLE PROPOSED SANITARY SEWER EXISTING CONTOUR 1FT INTERVAL C? EXISTING UTILITY POLE _= EXISTING STORM SEWER WITH INLET �5�� EXISTING CONTOUR 5FT INTERVAL -o- -II EXISTING SIGNS M#B@= PROPOSED STORM SEWER WITH INLET r__-5----- PROPOSED CONTOUR 1FT INTERVAL T PROPOSED SIGN - WM EXISTING WATER MAIN � TO BE REMOVED ® EXISTING WATER METER -- -- PROPOSED WATER MAIN EXISTING STRUCTURE SPOT ELEVATION SYMBOLS EXISTING ELEVATION GROUND +�h PROPOSED ELEVATION GROUND EXISTING ELEVATION HARD SURFACE +o`'� 5.00 PROPOSED ELEVATION HARD SURFACE Q1 0 EXISTING ELEVATION TOP OF PIPE 4-k EXISTING ELEVATION TOP VALVE NUT SURVEY SYMBOLS O 4"x4" CONCRETE MONUMENT O IRON PIPE o NAIL AND WASHER ® PERMANENT CONTROL POINT • ROD AND CAP ABBREVIATIONS AWWA AMERICAN WATER WORKS ASSOCIATION BS BELLSOUTH CMP CORRUGATED METAL PIPE DIP DUCTILE IRON PIPE DIN DOWN ESMT EASEMENT EXIST EXISTING EXFILT EXFILTRATION ABBREVIATIONS FAC FLORIDA ADMINISTRATIVE CODE FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FOC FIBER OPTIC CABLE FF EL FINISH FLOOR ELEVATION G GA3 FM FO 3CE MAIN FPD FE!=T PER DAY FPL FLORIDA POWER AND LIC HT H/C HANDICAP HDPE HIGH DENSITY POLYETHYLENE INV INVERT LF LINEAL FEET MB MAP BOOK MES MITERED END SECTION N/A NOT APPLICABLE ABBREVIATIONS NIC NOT IN CONTRACT NGVD NATIONAL GEODETIC VERTICAL DATUM OHE OVERHEAD ELECTRIC OR OFFICIAL RECORD PG PAGE PSI POUNDS PER SQUARE INCH PVC POLY VINYL CHLORIDE R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SAN SANITARY SJRWMD ST JOHNS RIVER WATER MANAGEMENT DISTRICT SS SANITARY SEWER TYP TYPICAL W WATER (POTABLE) 3780 SOUTH ORLANDO DRIVE SANFORD, FLORIDA 32773 CONSTRUCTION DRAWINGS JANUARY" 29, 2002 REVISED MARCH 22, 2002 LOCATION MAP SCALE: 1 "=2000' INDEX OF SHEETS DWG.NO. DESCRIPTION DWG.NO. DESCRIPTION C-1 COVER SHEET C-12 MISCELLANEOUS DETAILS C-2 CIVIL SURVEY - BOUNDARY C-13 MISCELLANEOUS DETAILS AND NOTES C-3 CIVIL SURVEY - TOPOGRAPHIC C-14 LOWE'S STANDARD DETAILS C-4 SITE DEMOLITION AND EROSION CONTROL C-15 LOWE'S STANDARD DETAILS AND NOTES C-5 SITE DEMOLITION AND EROSION CONTROL C-16 CITY OF SANFORD STANDARD DETAILS C-6 SITE GEOMETRY LAYOUT C-17 CITY OF SANFORD STANDARD DETAILS C-7 STRIPING AND SIGNAGE C-18 CITY OF SANFORD STANDARD DETAILS C-8 SITE UTILITY L-1 LANDSCAPE PLAN C-9 SITE GRADING AND DRAINAGE L-2 LANDSCAPE PLAN AND DETAIL C-9.1 SITE STORM PIPING L-3 IRRIGATION PLAN C-10 SITE GRADING AND DRAINAGE L-4 IRRIGATION PLAN AND DETAILS C-11 SECTIONS AND DETAILS STANDARD CONSTRUCTION DETAILS CITY OF SANFORD UTILITIES STANDARDS AND SPECIFICATIONS MANUAL - SECOND EDITION SEE SHEET C-16, C-17, AND C-18 FOR APPLICABLE CITY DETAILS STATE OF FLORIDA DEPARTMENT OF TRANSPC ZTATION ROADWAY AND TRAFFIC DESIGN STANDARD - JANUARY 2000 INDEX NO. DESCRIPTION INDEX NO. DESCRIPTION 102 SILT FENCES 304 PUBLIC SIDEWALK CURB RAMPS 200 STRUCTURE BOTTOMS TYPE J AND P 600 TRAFFIC CONTROL THROUGH WORK ZONES 201 SUPPLEMENTARY DETAILS FOR 610 MULTILANE DIVIDED OR UNDIVIDED MANHOLES AND INLETS RURAL - DAY OR NIGHT OPERATIONS 205 COVER HEIGHT 611 MULTILANE DIVIDED OR UNDIVIDED RURAL 232 TYPE "C", "D", "E' &'H" INLETS RURAL - DAY OR NIGHT OPERATIONS 240 SKIMMER FOR OUTLET STRUCTURE 613 MULTILANE, DIVIDED AND UNDIVIDED - RURAL NIGHT 272 CROSS DRAIN MITERED END SECTION OPERATIONS OR OPERATIONS EXCEEDING ONE 280 MISCELLANEOUS DRAINAGE DETAILS DAYLIGHT PERIOD 300 CURB & CURB AND GUTTER 625 MULTILANE DIVIDER WITH NON-TRAVERSIBLE MEDIAN 301 TURN LANES 11865 SINGLE COLUMN GROUND SIGNS 302 TRAFFIC SEPARATORS 17346 SPECIAL MARKING AREAS 17352 TYP PLACEMENT OF REFLECTIVE PAVEMENT MARKERS JURISDICTIONAL AGENCY PERMIT No CITY OF SANFORD (SITE PLAN AND ENGINEERING) 02-448, 02-449 FLORIDA DEPARTMENT OF TRANSPORTATION (DRIVEWAY) 01A-593-0113 FLORIDA DEPARTMENT OF TRANSPORTATION (UTILITY) 01H-593-0318 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (POTABLE WATER) WD59-0080856-138 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTII_►N (WASTEWATER) CS59-0194601 FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION SEM-58 ST. JOHNS RIVER WATER MANAGEMENT DISTRICT 4-117-81632-1 U.S. ARMY CORPS OF ENGINEERS 200200309 CONTACT NUMBERS WATER - CITY OF SANFORD (407) 330-5630 WASTEWATER - CITY OF SANFORD (407) 330-56W ELECTRIC - FLORIDA POWER & LIGHT CO. (407) 328-0909 TELEPHONE - BELLSOUTH (407) 237-3082 FOC - EPIK COMMUNICATIONS (407) 482-8400 Call 48 hours before you dig in Florida It's the law 1-800-432-4770 Surmhne Stale One Cal of Florida, Inc. FOR CONSTRUCTION GAS - FLORIDA PUBLIC UTILITIES (407) 322-5733 SOLID WASTE - CITY OF SANFORD (407) 302-9414 RECYCLING - CITY OF SANFORD (407) 302-9414 UTILITY EMERGENCIES - CITY OF SANFORD (407) 3224194 FOC - LEVEL 3 COMMUNICATIONS (877) 366-$344 City of Sanford Engineering and Planning Department Approved Engineering Plans Approved by: Date: Approval subject to: 1. All Construction MUST meet ail current City of Sanford Codes, Land Development Regulations and other codes as they apply. 2. Contractor is Required to obtain and maintain all permits on site (City, County. SJRWMD, FDEP, FDOT, ACE) as applicable. 3. Contractor MUST call City of Sanford Building Department (330-5656) for final inspection, prior to occupancy. Call Sunshine 1-800-432-4770 for utility locates prior to any construction. 4. Building permit is required for any above ground structure- which shall include any development buffer screen walls or enclosures. 5. Site development plan approval shall become invalid unless % building permit is obtained within twelve (12) months of issuance. 6. Traffic interruption shall be kept at a minimum and in se irdance with the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, and FDOT Roadway and affic Design Standards. MOT Plan to be submitted to Engineer 14 days prior to any street or lane -closures. 7. Contractor shall be responsible for all OSHA requirements e d the Florida Trench Safety Act. NOTE: THESE DRAWINGS AND THE PROJECT MANUAL ARE COMPLEM[ VTARY, AND ANY REQUIREMENT OF ONE SHALL BE A REQUIREMENT OF THE 01 iER. IT IS THE ( ONTRACTOR'S RESPONSIBILITY TO EXAMINE THE DRAWINGS AND SPECIFICA -IONS AND TO (;OMPARE THE REQUIREMENTS OF EACH DIVISION AND ENSURE THAT EACH TRADE OR SUBCONTRACTOR IS MAKING THE ALLOWANCES NECESSARY TO PROVIDE THE C WNER A COMPLETE FACILITY, OPERATIONAL IN ALL RESPECTS, UNLESS OTHERWISE SPECIFI,:ALLY STATED IN THE DRAWINGS OR PROJECT MANUAL. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DEFICIENCIES OR DISCREPANCIES AMONG THE DIVISIONS OF THE DRAWING AND SPECIFICATIONS PRIOR TO THE BID DATE. NEITHER THE OWNER OR=NGINEER WILL BE RESPONSIBLE FOR ANY DEFICIENCIES OR DISCREPANCIES RAISED AF ER THE BID OPENING. ACCORDINGLY, IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS OBLIGATED TO INTERPRET THE DRAWINGS SPECIFICATIONS IN A MANNER THAT WILL PROVIDE THE OWNER WITH A COMPLETE, FUNCTIONING FACILITY FOR THE BID PRICE. NOTE: CONTRACTOR SHALL PAY FOR AND OBTAIN A CITY OF SANFORD SITE PERMIT AND/OR UNDERGROUND UTILITY PERMIT AND HOLD A PRECONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT THE ENGINEERING DEPARTMENT AT 407-330-5699 FOR INFORMATION ON SETTING PRECONSTRUCTION MEETING, ISSUANCE OF CITY PERMITS AND OTHER REQUIREMENTS. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. GOVERNING SPECIFICATIONS: CITY OF SANFORD LAND DEVELOPMENT REGULATION, AND LOWE'S PROJECT SPECIFICATIONS IN REFERENCE TO STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, SPECIFICATIONS, DATED JANUARY 2000 AND SUPPLEMENTS THERETO IF NOTED IN THE SPECIAL PROVISIONS FOR THIS PROJECT. Y. h amInc. rganization of Engineers, Surveyors & Landscape Architects P.O. Box 1105 • 265 Kenilworth Avenue 9 Ormond Beach, Florida 32174 (904)672-9515 • FAX (904)673-6554 • LB# 0003612 • LC# 0000357 Visit us at: www.uphaminc.com CQ 2001 PROJECT No. 011015 DRAWING No. NOT VALID UNLESS_ EMBOSSED 011015_COVER FILE DRAWER H.R. McMICHAEL, P.E. ROGER W. STRCULA, P.E. E23 FL. REG. NO. 13398 FL REG. NO. 52784 SHEET C-1 of 23 I HIDDEN LAKE SUBDIVISI I 1 SEPTIC 106.49' PAVING LEGEND 6' HIGH CMU WALL I — — x- x- x SEE DETAIL SHEET C-11 — — — 1" TYPE 'S-III' SURFACE COURSE \ .A — — — — — — — — — — — — — — — — — — — — — — — HEAVY DUTY �x M FDOT ® SEE SECTION D' 2 TYPE S-I BINDER COURSE 467.65' ACCESS PAVEMENT'. MIN MARSHALL STABILITY OF 1,500 LB (COMPACTED TO MIN PAVEMENT SHEET C-11 10' LANDSCAPE BUFFER 10' DRAINAGE EASEMENT OF 95% OF MARSHALL) 25 NATURAL BUFFER ENT I 8 LIMEROCK BASE (LBR 100 MIN OF 100% MOD. PROCTOR 9 � MAX DENSITY PER AASHTO T-180 (4" LIFTS) 132' 267' 120' 130' 48,5' ^ 10' LANDSCAPE BUFFER—1 10" STABILIZED SUBBASE (LBR 40) MIN OF 100% MOD. PROCTOR ----------- o4 ----------- \ MAX DENSITY PER AASHTO T-180 (TYPE B STABILIZATION) F' I REGULAR ACCESS 1" TYPE 'S-III' SURFACE COURSE _ ,�-7;7 TYPE CURB 2" TYPE 'S-1' BINDER COURSE O X TYPE 'F CURB 13T 117' 10i" RS�� TYPE CURB CURBPAVEMENTPAVEMENT MIN MARSHALL STABILITY OF 1,500 LB (COMPACTED TO MIN OF 95% OF MARSHALL) X 27' a -' r -- ' �' �13 �' ) 13' R5' �) 1Q ` 6" LIMEROCK BASE (LBR 100) MIN OF 100% MOD. PROCTOR X r TYPE Or CURB f- R5' � ' ` � � � \ DRAINAGE 10" MAX DENSITY PER AASHTO T-180 r 10" STABILIZED SUBBASE (LBR ) MIN % MOD. PROCTOR UZ 40 OF 100 ® I Q - - - - 42 � °D TYPE 'D' CURB EASEMENT MAX DENSITY PER AASHTO T-180 (TYPE B STABILIZATION BOLLARD (�) CONCRETE - (SEE ARCHITECTURAL DWGS) / p�� a J • AREAS SEE ARCHITECTURAL BUILDING DRAWINGS FOR SPECIFICATIONS ° 20' I 50 0 50 00 GRAPHIC SCALE 6' HK�i CMU WALL I � I I '' � ° . � � , " ' � � � � � � DUTY a 8» CONCRETE (4000 P.S.I. AT 28 DAYS) � , SEE DETAIL SHEET C-11 1 ( l 138.5 138.5 R5 R10! TYPE 8 STABILIZED AASHTO MIN OF 100% MOD. PROCTOR 1 =50 (WALL 'B' CUSTOMER ' R10 R5, t0, AM SPILLOUT CURB AONCRETE 80 c� AREAS LOADING CANOPY TYPK.AL TERMINAL I CONNECT TO MrTr SIDEWALK IF IN rf L a MIFFS HOME CENTERS, INC. P O BOX 1111 N WILKESBORO. NC 28858 • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I DESCRIPTION 1/29/02 O1 REVISED PER 1/8 PRC 3/22/02 0 REVISED PER 2/12 PRC, SJRWMD AND FDOT COMMENTS I PLAICE AT TIM OF CONSTRUCTION I Q ISLAND (9 PLACES) F 5 LANDSCAPE BUFFER -1 I_ 1 I g ® /� / I OTHERWISE MINATE AT PROPERTY LINE THIS DRAWING IS THE PROPERTY OF LOW" HOME \"' ) I , 1 CENTERS, INC ANY USE OR REPRODUCTION IN 1 I ° LUMBER SALES AND STORAGE TERMINAL ,11r R192' I FUTURE MOD! TK)N TO WHOLE OR PART IS PROHIBITED WITHOU f THE EXPRESSED WRITTEN CONSENT OF LOWFS HCMIF • • ^ ' IN ERSEC M Wi L—MART CENTERS. INC, COPYRIGHT 2001 ALL RIGHTS RESERVt D ISLAND A 1 �� �, � 140' 15 3Q' ! 30.3�' R14023'44 � \\ - � INCLUDES ISLAND • • 1 1 I I I 1 N A41'58' `\ I NOSING AND REMOVAL OF co o i' \ I I CROSS OVER M AND N ,INSTALLATION SIGNAL (NIC) OFFICES AND ao I O� r :.o __ — m o�:------- -- --- -- I RESTROOMS .- � I a SEE UTILITY I TERMINAL TRANSITION �.CURB�''~ _ --- ----- - ---- ;-- -- I I / 1 ? n Q p LEGEND 1 �, , tdWE'S MONUMENT SIGN `, I I o SHEET C-8 40 20 140 R ,+,-'' 150 SF MAXIMUM \\ �? a I 11J o d� 3 a N 128'38 1 k� (SEE DETAIL SHEET C-14) \\ I I p I I > W I \ � B � A m •R54' A3T41' U) HOME I I �-- U)® VISIBILITY AREA • � • I .®. MOM! IMPROVEMENT WAREHOUSE g ? �'- I SAY C EDGE 0 Of W N V-1 ,TYPE 'D' CURB (TYP) �r�.� �" �FUTURE DRIVEWAY BY OTHERS \��\ I OF Pa ENT z "IVcCO VQI I 15 150 20 140 15 (TO BE DETERMINED B'Y DEVELOPER I I J> D 1 0 CURB WHEN LOTS ARE DEVELOPED, NIC) + I I _ o I ti ,, I I I N 1 \ °32 4 TRANSITION t•- m —;3780 S. ORLANDO DRIVE I � O � � � '.01,.� � i' I 15' CITY SERVICES UTILITY EASEMENT —� I I I = (D � c Q 6' HIGH CHAIN LINK FENCE °0 = ° -c� \ ° AROUND POND (SEE DETAILS I 5 WIDE CONCRETE SIDEWALK 15' FRONT YARD BUFFER I I 12 d t v U ° SHEET C-10) �� I I I I 0 \ TERMINAL ISLAND INTERIOR ISLAND I TYPE SPILLOUT CURB 1 I U) 'Dr (3 PLACES) 'A' (2 PLACES) Z I 1 I m CL a I 1 I w co .° ^' � FUTU 5 CONCRETE Il G 1 I SIDW BY FDOT (NIC) E p c �n (BY 01HERS) m c cf2 low v I --- I 21 �° p o DEPRESS CURB I I o \ SEE ARCHITECTURAL PLANS N FOR SIDEWALK ° �0.00' gFOR SIWMMC� A( TREATMENT X $ I LOTS 1 AND 2 MAY BE UTILIZED FOR I I I I g 0 I CONSTRUCTION STAGING OR PARKING I _= 5' WIDE CONCRETE � SIDEWALK (SEE SHEET TYPICAL INTERIOR I OF EQUIPMENT/ VEHICLES \ '� I I I I I • • C-10 FOR CONTINUATI ISLAND (4 PLACES) ' ) I I SZ - _ _ 15' 15020' 140' 115' I I I I Q n' LL ►7S \ 10' LANDSCAPE BUFFER- _--_ � _ N I , I I I I 00RE DRIVEWAY BY OTHERS c1q r` z \ TERMINATE 'F' ° ° �, TERMINAL ISLAND (TOM I CBE DETERMINED BY DEVELOPER N \ CURB AT jrI I I I I Z v ---�1-��DE 1 1 1 T T T v (2 PLACES)_ I WHEN LOTS ARE DEVEL PED, NIC) I I ■ I O Z c� EACH SI WALK I RECEIVING I •� o I I000 r ap I I I I p LO 97.44' , ° {---- i TYPE D, CURB (1YP) COORDINATE AND ADJUST I I ■ ` m \ ` I SIDEWALK TO MATCH p� \ 31.66' 36' 12 63' 90' 20' 140' 15' WI U x W \ \ TRAS COMPACTOR DEPRESS CURB FOR :� R5' I DRIVEWAY EACH SIDE I J M •w ° SIDEWALK (3 PLACES) " I , ' 10' LANDSCAPE BUFFER (BY OTHERS) SEE DETAILS SHEET C-1370) + FUTURE DRIVEWAY TO PARCEL GARDEN CENTER 4 m g CURB WHEN ABANDONED BY CITY (BY -- I I 0 1 1 dSb. TRANSITION OTHERS WHEN SITE IS REDEVELOPED) I o PLACE WH STOP 1.5' FROM - - h W �> I ° ~ EDGE F PA 15' 190' 60' 60' 15' — — \ \ E 0 ENT TO ALLOW ,- - - LI �/1 P� 4' C TO FENCE R10' R5' N N � �� I o 34.7' v 1 o f m %) f-- R10 I 1i o I-� � o z 7Tl 2' + TYPE 'D' CURB ao + CURB I CONSTRUCT 64'f VALLEY GUTTER � '�1 I VERIFY PLACEMENT f-� �'1 11 '� ° \ ' - N _ -..M _ ...:.� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.� no `�' TRANSITION + r�0 ITO MATCH EXISTING E AND a; I WITH PRIOR TO cco -1 R50' ° �� o o - - CURB TRANSITION 198.5' 20' 68.5' I ' I p29• FLOW LINE PER FDOT IN EX No. AIlA N O N I R25' a' Q I R30' I R3' I � - - � I F Ate' p�p� D R30' �, - - AW77'I I - H I W U = M I �-- ---o-- ' --- 1'1— ----° ------------- ----- - - ` �� '� k�— 15' CITY $� U11UTY EASEMENT '' 5 LANDSCAPE BUF`fER '� o� � • • _., U) I i� V(l RANSf110N 15' o 'a 60' 20' 20 140' 40 TYPE 130' CURB (YYP) 30' g 50' 15' 24' p ��� - C4 3' TYPE I CONCRETE TRAFIIC m p — --RS- -j , \ oEPARATOIj PER FDOT I \ 10.2' I 26 TYP , j44 INDEX No. 302 I— U 19' O.. — — 2 30 i 67' 13' 167' 13' 137' N R5' CURB I L — p _ 4 R5' C-4 R5' + TRANSITION �\ ( U TYPE 'F' CURB ♦ oo R5' I �\ %' z �D• TRANSITION *r CURB TO \ I = `� aSb. a, - - ° _ 10' LANDSCAPE I MATCH EXISTING CURB TYP� (TYPICAIa I J 0 m 0° — — — — — — — — — — — BUFFER ` I 0 — — — — TAPER *r CURB TO TYPE �� I z a- I 1 c RB AND GUTTER 0 ® }� TYPE 'h SPILIAUT CURB 86.59' ENDING AT R/w \\� \\\ J - I W LZ _ - `� PUBUC SIDEWALK CURB RAMP PER FDOT INDEX NO. 304 FDOT IND 0 - T16� MAINTAIN V MIN CLEARANCE FROM PROPERTY UNE (TYP) o 0 300 SIDES) i I O O L.L_ Q o N R25' TRANSRION 5' WIDE SIDEWALK ; I W 0 A89'44' MATCH EXISTING CURB TYPE (1Y0ICAI) (MEANDER AROUND EXISTING ; I a I TREES AS TO I 0 W 0 Z CONSTRUCT 74't VALLEY GUTTER gvolD CONFLICTS) ALBERTSON S Z I — pJp TO MATCH IXISTING GRADE AND W Y FLOW UNE PER FDOT INDEX No. 300 (1) IF FIRE STATION IS STILL ACTIVE PRIOR TO 0 U) COMPLETION OF LOPE'S CONSTRUCTION THEN, I • • I 0 co (SEE MONUMENT SIGN (100 SF MAX) 80 LFf OF VALLEY GUTTER SHALL BE ORIGINAL W (SEE DETAIL SHEET C-14) > CONSTRUCT 5' WIDE CONCRETE SIDEWALK CONSTRUCTED, VERIFY WITH THE CITY PRIOR I I ISSUE DATE: 12/18/01 I I J FROM TERMINUS OF EXISTING TO NORTH TO INSTALLATION PERMIT SET PROPERTY UNE (LOCATE APPROXIMATELY ISSUE DATE: 5' BACK OF CURB) SEE SHEET C-10 FOR I CONSTRUCTION SET CONTINUATION TO THE NORTH ISSUE DATE: I I I DRAWING NUMBER: C-6 1 FOR CONSTRUCTION D 011015-CIAL OF 23 p ° SALES FLOOR 12 tf �N �� 140b O I DEPRESS CURB F ~ FOR SIDEWALK VO o DRIVEWAY APRON .SEE DETAIL SH C 1 Q T T TE I V TERMINAL ISLAND 'Cc INTERIOR ISLAND LQ 1 \ " '� ' C' (2 PLACES) ' Er (2 PLACES) 4 i ,• Wiu.w.a a-•---•^^ rawswuu+w...eneawvsvw.waeu .a:auanaMur wtem.wuw __.-....___ _..___._w s:-�sa=-sv....rrw.u,rn.�.__._......�xau,-y..,ewxw.,ea..u«�nvaenr.,ar".uw...nwa ' .w.e.ntui�csrnsw..aw:r:.vwua.ewe:u..w.ar�+ew�.ru.:,r,n...w«vewr y'Y�'p �y s b HIDDEN LTE D N i ` MARKING NOTES L a W ES r a s — — — x 1. ALL MARKINGS SHALL COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN HOME CENTERS, INC. \ STANDARDS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES P.O. eox 1111 N. WILKESBORO. NC 2us6s 2. ASPHALT PARKING LOT SHALL BE STRIPED WITH 4" WIDE PAINTED WHITE LINES AS INDICATED. CONCRETE PARKING AREAS SHALL BE STRIPED WITH 4" WIDE PAINTED YELLOW LINES UNLESS NOTED OTHERWISE ON THE PLAN. \ x— x`r — — — — — — — — — — — — — — — — — _- — — — — — — — PAINT SHALL BE TWO (2) COATS OF SHERWIN WILLIAMS -PROMAR TRAFFIC Cl o I®MARKING , ENTERPRISE LATEX TRAFFIC MARKING PAINT, SERIES 49440 OR — — APPROVED EQUAL. 50 0 50 100 a► '� X 3. ALL MARKINGS WITHIN HWY 17-92 AND LIVE OAK RIGHT-OF-WAY GRAPHIC SCALE CART RETURN (10 PLACES) SHALL BE THERMOPLASTIC. 1 "=50' L0 4. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED USING 3M BRAND r i X I ( C41 AM , I � "SCOTCHLITE" SHEETING (ENGINEER GRADE) ON MINIMUM .08 GAM ALUMINUM I I I BLANKS. ALL SIGNS SHALL BE INSTALLED ON 12 , 3 LBS/FT U CHANNEL I POST (RAIL STEEL ONLY). I I 1--j AJ I I PAINTED SOLID PAINTED SOLID I j t _._ _ _.__— _ _ 5. STOP SIGNS LOCATED AT INTERSECTIONS WITH LIVE OAK AND HWY 17-92 - - — YELLOW 4" LINE YELLOW 4" .LINE ( 1 V 1 V _ SHALL BE 30" SIZE. SITE INTERIOR STOP SIGNS MAY BE 24" SIZE. I 0.4' O.C. 0 45" 1 1 1 I M I CUSTOMER �• ®° I I I I II II I Sri �� anl�,r������t,.�a 120 LF 6" DOUBLE I I LOADING CANOPY 1 1 1 t-t ( � �f i N I 2 I M I LUMBER SALES AND STORAGE 24 1' I OR S W YELLOW I I THERMOPLASTIC 116 LF 6" WH I _ © C� THERMOP C I w is I I I M I 11lao� 1a1��r�siale,�aa�rald>mnt�a>t: I N I PAINTED 2 ' ��` � I� I WHITE SKIP 28 WET DET�NTION — — L1s 1 t—t 13 1 v(z2f �� _ — ® OFFICES AND i _ -- ---- -- - ------ �zs � RESTROOMS --- -- - 4 s,�%�_-"'• I Ln ® PAINTED SOLID -- - YELLOW 4 LINE I :' r I 1 r-•-•-•-•-•-• " 10' TYP ALL SPACES I 1 I _ r 120 LF 6 DOUBLETHERMOPLASTIC I U) YELLOW WHITE DIRECTIONAL, I I THERMOPLASTIC ARROWS 6" DOUBLE YELLOW DASHED 2 STRIPE, 4 BLANK 24" WHITE STOP BAR HOME IMPROVEMENT WAREHOUSE 3 THERMOPLASTIC THERMOPLASTIC II I I I II 28' FROM THROUGHTRA T • \\ i 3780 S. ORLANDO DRIVE I j R1-1VEL LANE I I 18" WHITE (10' C ) THERMOPLASTIC . 11111181 u 1 V I 820 L F (TOTAL) -� I I \ I 6 WHTTE THERMOP C I I ©' 17 SALES FLOOR 4 24" THERMOPLASTIC WHITE I I STOP BAR (TYPICAL) I RAISED REFLECTIVE MARKER I I I 0 0 0 l I I 1 V I BI-DIRECTIONAL COLORLESS I I I III III I I I I I ID I I I ::: :' -_- __-- -- " I i I I I I I I I t' I 20 CENTER TO CENTER AND . J � � � -I --------------- AT EACH GORE (27 TOTAL) I 1 t b - 1 v-------------- 12"x8' WHITE SPECIAL EMPHASIS WHITE DIRECTIONAL I I I I MOP c 12 � 4DHC CROSS -WALK (z PLACES) I ARROW (TYPICAL) " I YELLOW CENTERS) THERMOPLASTIC II jI I I I I I I i I THERMOPLASTIC240 WHITE II I PAINTED SOLID I STOP BAR (PLACE 4' I I I YELLOW 4" LINE SEE SHEET C-12 AND C-15 I WEST OF WALK) I I I 4 FOR HANDICAP STRIPING I it I I _ 0 AND SIGNAGE DETAILS I THERMOPLASTIC I I I I PAINTED YELLOW ;� I (\/I I 1 V I t I ARROW lit WHITE ' DIRECTIONAL I I 4J 0 I 1 1 • "LOADING ZONEr ! o c RECEIVING 0 100' O.C. `- 11 111 1 I I III 1 o 111� 110l I I o - - __-- -- - THERMOPLASTIC -1- , v WHITE"ONLY" I 13 I L- �4_, FlIGH �4AX. I t ,�91 I I I II PAVEMENT MESSAGE I 24"x30" I I I \ TRUCKS I I 4 HC I 100 LF 6" DOUBLENO I i RIGHT TRASH COMPACTOR I I � I YELLOW I 1 TURN I PAINTED SOLID I F, 1_ 1 � THERMOPLASTIC I U 1 r LIK • 0 4'YELL0O.C.40 45'' I I /I \ 1 } RAISED REFLECTIVE MARKER I • RI-t Y GA�DEN CENTER I I I PAINTED SOLID I BI-DIRECTIONAL AMBER (11 TOTAL) i TI R1-1 -.- YELLOW 4 LINE i L--`-J--� CART' RETURN SUPPLIED ° I 24"x3o" � BOTH SIDES PAINTQ SOLID 1 1 BY LOWS (10 PLACES) I No YELLOW 4" LINE t - I rnRU 0 4' O.C. 0 46 1 1 Y 1 _ 1 t � I I ILL L-LLLF TRAFFIC R5-1 - - --•-•-•-•. - -• o oa� I I I � II lolola� lol I I —\ d01S LF' - I 60 6" DOUBLE _ `" �� H , YELLOW THERMOPLASTIC � - " " " (7HERMdPI.ASTIC) _ �� WHffE STOP WITH 24 WHITE STOP _2V-WHIT- — L_ _ THERMOPLASTIC — — — _ — — _-TOT— — — — i - --- — IsI R ----- _ --- F— — -- i6" OW THER P�LASTIc 12 24"1 -- E-------t ° C� p PAINTED SOLID WHITE —_ R1-1 Lt1 rnRu R1-1 4" LINE (TYPICAL) _ R1-1 \ RI-1 _ r THEf MOF LASPC RESTRIPE EXlSTiN( Z Y I 7 I In ( 1 V 4" WHITE STRIPE TURN ARROWS AN) l - 7.-7J- CURB (SEE PLAN) ABUTTING PARKING ONLY I LANE STRIP (THEN 410PLA5TIC) I CIA ._. N I w > _ ALBERTSON'S NOTE: ALL STRIPING SHALL BE PAINTED WITH COLOR mnlrATM UNLESS OTHERWISE SPECMM LANDSCAPE AREA \` R3-5 " PARKING SPACE LEGEND ¢ sTR WHITE am) N SIB �) 1 10' 10, 5 S INDICATES STANDARD 10'x2O' SPACE EV) INDICATES 2' OVERHANG 10'x18' SPACE — +1 0 1 5 HC INDICATES HANDICAP 12 x20 SPACE 1 ¢ � ALL PAINT SHALL BE ENTERPRISE ALL PAINT SIiALL BE ENTERPRISE I O N N LATEX (TWO COATS) LATEX (TWO COATS) — TYPE OF SPACE 1 W TYPICAL OVERHANG TYPICAL STANDARD N > NUMBER OF SPACES IN ROW SECTION SPACE DETAIL SPACE DETAIL 1 NOT TO SCALE NOT TO SCALE FOR CO STRUCTICN o111016�C,V o � REVISIONS PRE -BID SET L POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 1/29/02 10 REVISED PER 1/8 PRC 3/22/02 Q REVISED PER 2/12 PRC, SJR''NMD AND FDOF COMMENTS THIS DRAWING IS THE PROPERTY OF LOWE•S HOME CENTERS. INC. ANY USE OR REPRODUCNON IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED OD � .0 � �W 69 LL d' Q Z e �a► Lo b ko C0 N cc o o c� Q) 0I` COU r., . Ir rna x'rIZT- od c c� 0 0 a W to ,° .+ o (1)CQLo C • Q J L —4pa to 0 w5 +J +, a,o��� co N � 0 CN Z� (lo� C6 r � � co L Z Y (Tl U h�j r �- o co co Lr) 0 toQD Z r cf) m 0 Y w W W U (D 0 ® z U) y Q O z <t U- 0� Q o 00 LL '- LL O �.. W z z W �<02 ~ Q Cn I C) U) a ORIGINAL ISSUE DATE: '12/18101 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: C-7 OF 23 r 0 OFFICE COPY 50 S W/ bolts 0 Diam 3-0 " Sanford, FLA (1) 6'-4" x 20'-0' Double face internally illuminated sign cabinet of aluminum extrusion w/ 2'/<" hinged face retainers. Cabinet finished in acrylic urethane enamel to match Pantone 430 gray. Lowe's faces of Flexface material (w/ color applied via heat transfer process; 2114 blue field, white copy & 2550 red stripe. Faces treated w/ Super Glasskote finish). Internal illumination by horizontal flourescent lamps powered by low -temperature ballasts. All wiring UL approved. (1) Decor roof fabricated of aluminum & (intemal) steel. Roof finished in acrylic urethane enamel to match Pantone 430 gray & 280 blue. Roof to have 13mm red neon accent stripes. Neon to have NO exposed wiring: electrodes into Pyrex receptacles. All wiring UL approved. Cabinet mounted onto double pylon steel structure set in pad concrete foundation. CMU split -face block base by other than Laws Corporation Scale:'/4"= 1'-0" d HARLAN LAWS CORPORATION Signs of Success ............. 304 Muldee Street Durham, N.C. 27703 Tel: (919) 596-2124 Fax: (919) 596-0421 harlanlaws.com This design is the property of Harlan Laws Corporation and cannot be used or distributed without the approva' of said company Phase: ❑ Conceptual ® Design Development ❑ Final Production DRWG.# : M811202 DATE: 18 June 02 REV. DATE: LOCATION: FLA FILE : Sanford FLA SALES REP DRAWN BY: BAINE SCALE: 1/4" = V-0" Client: GENERAL NOTES: NOTICE: CORNERSTONE ENGINEERS, INC IS RESPON— SIBLE FOR COLUMN AND FOOTING DESIGN ONLY. SIGN CABINET COMPONENTS AND ATTACHMENT ARE THE RESPONSIBILITY OF THE SIGN MANUFACTURER. 20'-0" 10'-0" CL TO � R II a II II I� I I GJOn(`'nl[��pinn1PG30�IGCu1Ga4 Lw1GnGQ� a 00 00 I in 5'-6" i� a CONCRETI FOOTING ® 12" C/C LJ 2'-6,� DIAM LJ DIAM 21'-0" 21'-0" TS3X3X3/16 OR EQUIVALENT 25 0 X 0.280" ` rD PI 6" NOMINAL DIAf .ETER OR EQUIVALENT BLOCK BASE BY OTHERS GROUND I TS10X10X1/4 OR EQUIVALE:PIT I�ONCRETE 5 BAR ® 12 C C FOOTING 10'-0" 5-6" � TO rMIN 2 —6" I 12'-6" DIAM DIAM ALL REBAR NOT SHOWN FOR CLARITY FOUNDATION PLAN VIEW 5 BAR 01?" TOP AND BOT'QM � SIGN FACE TS8X8 3/8" PLATES (2) 10" (BOTT) 9" (TOP) � P 1" 0 0 to..,N Ot4 TS3X3 TYP 3/16 -SECTION E3—B 1 /8"=1 " 4" X 4" X 3 8" 7YP 1/4 GUSSET PLATES (4) SECTION A —A 1 /8"=1 " 5"0 PIPE /" 3/16 V � SIGN FACE 3" X 3" X 1 /4" GUSSET PLATES (4 1 /2' 0 HOLES FOR 3 8 0 A325 BOLTS 4 3/4" PLATES (2) TS10X10 1/4 SIGN FACE 5"O PIPE 1 "0 HOLES (4) FOR 7/8-0 A325 BOLTS ANDREW K. LEWIS 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specifically noted otherwise on the drawing: • The 2000 International Building Code • The Florida Building Code • American Concrete Institute Building Code Requirements for Reinforced Concrete (318-95). • American Institute of Steel Construction, Inc Manual of Steel Construction (9th Edition). • American Welding Society ANSI/AWS D1.1-98 Structural Welding Code -- Steel 2. All steel components shall be as listed below, unless noted otherwise: • All rolled shapes, plates and bars shall be ASTM A36, or equal. • All standard pipe shall b,; ASTM A53, Type S or E, Grade B, or equal. • All large diameter pipe, tnade of rolled and welded steel plate, shall be of certified, tested material. All seams shall be welded continuously with full —penetration welds. • All structural tubing shall be ASTM A500, Grade B, or equal. • All bolted connections shall be made with ASTM A325 Bolts, or equal. • All anchor bolts shall be ASTM A307, or equal. • All welds shall be made with E70XX electrode, or equal. • All exposed materials shell be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified in the specified position. 4. All concrete shall have a minimum compressive strength at 28 days of 3000 psi. • Signage may be installed on the structure after a minimum curing time of 3 days, provided the curing process has been properly maintenanced in accordance with ACI ;518-95. 5. No steel reinforcement is required in cube or auger style footings where the support column is embedded directly to the bottom of the footing. 6. The structure has been designed to withstand a 110 mph wind speed (fa:atest mile) with a maximum design pressure of 43.18 psf. (ASCE 7-93) • The structure has been designed to withstand a 130 mph wind speed (3--sec gust) with a maximum design pressure of 31.8 psf. (ASCE 7-98) 7. The foundation has been designed assuming the following soil conditions: • Allowable Lateral Bearing Pressure of 500 psf/ft (This value is used for cube and auger footings.) • 500 psf/ft corresponds to a medium clay, dense sand, or equal. If soil conditions other than those assumed are encountered (including ,soft soils, unstable or collapsing soils, organic materials, or groundwater) cease excavation immediately and contact the engineer so that the foundation design can be re—evaluated. 8. If existing and proposed conditions are not as detailed in this design drawing the installer shall notify the engineer immediately. Note: Cornerstone Engineering, Inc. is registered to provide engineering services in the State of Florida as Cornerstone Engineers, Inc. HARLAN LAWS COP PORATION 304 Mulder Street - Durham, NC 27703 10'7 x 20' Lowe's ® 15'--0" Overall Height Sanford, Florida CORNERSTONE ENGINEERS, INC. 302 COLLEGE ST. P.O. Box 1029 MADISONVILLE, TN 37354 PH (423) 420-1741 FAX (423) 4120-1747 FL P.E. # 56418 Project #: 021238 Dwg #: C369:3 Date: 07/10 Drawn By: JDH Scale: 1/4" I'-0" Sheet: 1 of 1 �t�WA01(]I i�a ►f�Yta, Foo-o-o-wivow(A IPYW Apr, I21 ;2002 5,(71 pm, -- lwt Vwr, "IaGoc aicind ® IMF - - y+�� IIrwO I ■ 1 I iWP01#Ir11�1iAPiTAl1rI1�MiPillli�RAl1YM1 I�AlIl11b1Y91111111AIbAy1M III/�Pf11 A�®ttl I p i 1 ■Y i 0 / 'Ve, us l'cw� 119 Z —I r- to a z 000 c �m z qo., c� --I rn SZ 0 � Pn o m © `q m rn z inr O' 00 D0 0 Zz ? Z (n (/� 0 -i --I mo;� `"'1 z � S �;u N � � zzF-0zrl o *0 prmo Ou 0 0 0 a� zz 0D(n� S In c (n F :' cA rn Z �iZ-n W O �m (, c� m°q� G7 U) S > 0 (n 0 2)-,q�o � � w m ....I r �O >m m�� ONO 0 0, ��Z S 'U Z G7n"n �� (0Q M >Om oo v (A m o W cn I WOO O Sou ('4c� 8z� o m� mC:) z 0 �r03 ro � MM N'Na Ono �x� C W m � r rpC W � r. FoF�' oaq ;u rg 0 10 D 0on zCm �7F m o Xcz �05c D y II IIZ� DO Dvr"M a . 2 rm m FIAT >mm M—RF ITIUM mnm�r'm O 'Tl Q00 0O o(Z 0 q C: zo� a0 x2Z(A 0m>oz > r ; g n�o mo 0 9 D x r� m m K �M M m 0 a N 7-0 0 m cNa�rnv� T'400 WED (n 0 C7 NDZ r7 .✓NObO-ut� x��T1 in c��c:'U wrn b oO lO NI V l• I m o �z LnP F- m 0 x p W �- �M OQ�� m .� W rn0 rn � � m D S V-11 W AND MAINfAMEL). v, A 190 LF± 2 PVCyIRRIGATION LINE WATER MAIN (36' MIN COVER) (MAIN OUTSIDE OF FOUNDATION) - 2-20 LF± In PVC SCH 80 CONDUIT FROM DCD TO ELEC RM FOR TAMPER SWITCH — 60 SANITARY SEWER LATERAL INV EL 4ZOO 230 LF± 3" PVC WATER SERVICE TER MAIN. (36".MIN COVER) 3POTABLE METER WITH 3" REDUCED PRESSURE BFP FEBCO 825Y, WILKINS 975XL FOR POTABLE WATER 2" IRRIGATION METER WITH 2* REDUCED PRESSURE BFP FEBOO 825Y, WILXIIIS 975XL FOR IRRIGATION SAN MH-01 (REMOVE PLUG NORTH INVERT AND CONNECT SEWER MAIN) SEP -SAN MH-02 18A ' '5" TOP OF 33, , y PIPE EL 43.8 I- - - - - - - - - - - 12'x12!" TEE A 2"x8" REDUCER 40 -------- � I A1 40 LF± 12" PVC DR RE MAIN (36' MIN COVER) A FIDE HYDRANT ASn Y)CATE HYDRANT VALVE BEHIt �l 50' MAX FROM FDC) 12" DOUBLE CHECK DETECTOR ASSEMBL) 13V 00 6/8' BY PASS METER (AMES SEE ENLARGED PLAN SHEET C7112 CITY DEJAIL FIG. 501 SHEET 8 POINT 0[ SERVICE) 4" AND 12" GATE VALVE AND VALVE BO) LOCATE VALVES BEHIND CURB - - - - - - - - - - - - - - - - - - - - - - - REMOVE CAP AND 323' CONNECT WATER MAIN TO TEE (4- & 12") fb UTILITY LEGEND 10 11 W ENS O GENERATOR rf OWE © PAD MOUNTED TRANSFORMER HOME CENTERS, INC. P.O. BOX I 1 *1 '1 N. WILKESBORO, NC 286% Q 12" H.D.P.E. OR P.V.C. STORM SEWER • INV. ELEV. AS INDICATED ON PLAN (SEE SHEET C-9) F EP TOP OF PIPE \ - - X- X- X-- X- OD 12" DIP FIRE LINE (STUB UP 1' ABOVE F.F.E.) EL 44.5 ` \ -� O 3" POTABLE AND 2' IRRIGATION LINES A + SEE SHEET C-12 FOR 10' DRAINAGE EASEMENT (F 6" SANITARY SEWER SERVICE UTILITY CONFLICT DETAILS (TYP) INV. ELEV. AS INDICATED ON PLAN 50 0 50 100 x�" �� �, . �• .� GRAPHIC SCALE x�- © 10 H.D.P.E. OR P.V.C. STORM SEWER FOR DOWNSPOUTS , INV. ELEV. AS INDICATED ON PLAN (SEE SHEET C-9) 1 =50 •� ems, �, �•`"� "`` ��- - -------�0- _----------------------�� - HO (2) 4" P.V.C. TELEPHONE CONDUITS MH SANITARY MANHOLE SCHEDULE ✓ I -•-�-- v„ �-•--- "" J r � ' O 12" H.D.P.E. OR P.V.C. STOR�A SEWER FOR DOWNSPOUTS - "�`-� INV. ELEV. AS INDICATED ON PLAN (SEE SHEET C-9) FIRE DEPARTMENT CONNECTION FIRE HYDRANT ASS'Y � � � � � � -`� (\ I•,� _ ;� ©IRRIGATION SYSTEM CONTROLLER (SEE SHEET L-3) CITY DETAIL FIG. 402 SHEET C-18) _ �t In �1 I I TOP OF PIPE °. EL 40.0t I TERMINAT FPL CONDUIT AT BASE OF EXISTING POWER POLE WITH RISE r o 1 IV Itf II II II" Pv TOP OF PIPE EL . �. r U • CUSTOMER LOADING CANOPY LUMBER SALES AND STORAGE PULL BOXES IF NEEDED AT BEND SHALL BE INSTALLED AND CONNECTED • TO CONDUIT BY FPL (TYPICAL) 5" PVC SCH 40 FPL CONDUIT OFFICES AND TERMINATE 5' FROM BUILDING RESTROOMS SLAB TOP OF PIPE EL 45.0± L-(A) 11 ullim E. HOME IMPROVEMENT WAREHOUSE > V- 3780 S. OR DNLA 0 DRIVE 8" WATER TOP OF PIPE FINISH FLOOR EL 48.20 EL 48.0 (4' VERTICAL SEPARATION FROM 36" SALES FLOOR RCP TYPICAL,) O U) FIRE HYDRANT ASV (CITY DETAIL FIG. 402 SHEET C-18) 400 LF 5" PVC SCH 40 CONDUIT RECEIVING TRASH COMPACTOR Y GARDEN CE U \ EP & TOB NOTE: SANITARY SEWER MAIN SHALL BE PRIVATELY OWNED AND MAINTAINED. ALL WATER MAINS BEYOND THE MASTER METER ASSEMBLY SHALL BE PRIVATELY OWNED AND MAINTAINED. 0�:, 6, LT= ;12 ' DIt1 FlRE:`:I+ VN (36"41"Ji'COVER) - 190 LFt 2" PVC ' IRRIGATION LINE WATER MAIN (36" MIN COVER) (MAIN OUTSIDE OF FOUNDATION) - 220 Lft 1" PVC SCH 80 CONDUIT FROM DCD TO F1EC RM FOR TAMPER SWITCH 6" SANITARY SEWER - LATERAL INV EL 42.00 230 LFf 3" PVC WATER SERVICE •TELZ MAIN (36" .MIN COVER).- 3' POTABLE METER WITH 3 REDUCED PRESSURE B FEBCO 825Y, WILKINS 9 5XL FOR POTABLE WATER ER 2" IRRIGATION METER WITH 2" REDUCED PRESSURE BFP FEBCO 825Y, WILKI S 975XL FOR IRRIGATION SAN MH-01 (REMOVE PLUG NORTH INVERT AND CONNECT SEWER MAIN) - 15' CITY SERVICES UTILITY EASEMENT _ _ _ __ rF - - - - - - - - - - - - - - -,- sS-5 8" SANITARY SEWER CONSTRUCTED WITH SUBDIVISION IMPROVEMENTS SS- t t I FIRE HYDRANT ASS'Y I STEPPED LOCATE HYDRANT VALVE I CONCRETE WALL BEHIND CURB--- ------- --®-- I b TOP OF NOTE: PIPE EL 12" FIRE PROTECTIONI MAIN SHALL BE CONSTRUCTED BY CONTRACTOR WITH CLASS 5 LICENSE / I / I / I / I I / I I-- - - - - -•-------- ------- - I �j,340 LF± 8" PVC DR 18 I WATER MAIN (36" MIN COVER) I \ ` - - I I (2) 715 LFf 4" PVC SCH 80 CONDUIT FOR PHONE BACTERIOLOGICAL \OP OF PIPE EL 45.2± ° '' I SAMPLE POINT 'A' x12"x12". TEE' _ CONDUIT ABOVE / - I I � (� '',�REERJC 4" UNDERDRAIN / q TOP OF 43.8 i TYP' E I SAN MH-02 40 LFf 12" PVC DR I \ \IRE MAIN (36 MIN COVER) 18 15 TOP OF 33 ' PIPE EL 43.8 0 \ I F HYDRANT - �� I LOCATE HYDRANT VALVE BEHIND CURB 1 N \ I �150 MAX FROM FDC) I � \ I / I I a I ago I 12" DOU6LE CHECK DETECTOR ASSEMBLY I I 5/8" Dv METER (AMES 3000) SEE ENLIARGED PLAN SHEET C-12) I LIFT STATION II it 3'X3' CONCRETE VAULT II I N II II � II TAKEBACK CALCULATIONS: TOTAL ACREAGE 20.56 IBC IRRIGATED ACREAGE 5.84 AC POTABLE WATER USAGE 3,500 GPD WRECLAIMED WATER USAGE 0 GPD WASTEWATER GENERATION 3,000 GPD WRECLAIM WATER NOT AVAILABLE, IRRIGATION BY GROUNDWATER WELL I.D. TOP N INV S INV E INV W INV SMH-01 46.08 38.22 --- 38.22 38.12 SMH-02 47.82 --- 41.46 --- --- SMH-03 49.78 40.10 --- --- 40.00 SMH-04 48.68 --- 41.64 --- --- SMH-05 46.00 --- --- 36.37 36.27 REQUIRED USAGE: 0)RECLAIMED WATER USAGE = 13,000 GPD 0)RECLAIM WATER NOT AVAILABLE, IRRIGATION BY GROUNDWATER WELL I 11 I ,UP NULL 7 67 �J WA 4�PVC FM._ • - � r .: , I-4• � -• - - - - - - - ------- -- - - - - - I _ I - L VAULT 1 k wFO�, PRESSUR>:__ I` N nIVE 5NITC I I F Rt1RACE-TRAJ: ENTRA CE TO "'f it '/ RELOCATE EXISTING FORCE ` RAE MAIN INTO I-- - DUNKIN DONUTS MAIN BEHIND NEW LOCATION K = OF CURB INI FT (SEE DETAIL THIS SHEET) ` I CONSTRUCT NEW CONCRETE I 1 I L EN NCE TO TOP TO EXISTING VAULT I - I I ' DUNKIN )ONUTS SEE DETAIL SHEET C-11) �., CONTRACTOR TO RELOCATED I II = I P SAN MH-04 EXISTING LIGHT POLE I I I (L OCATION TION TO BE VERIFIED I I 10' INGRESS EGRESS EA I RELOCATED CURB INLET I, 1 BACK OF CURB EXISTING 4" -H PVCN FORCEUAI .,- k�6 -- ___ __ ____-__-_-__-______ ►' I - - -CENTEE1.CONDUCT �fYTIIJIN�ASEMF- - - ZOP_OE PIPE- EL MJL± - t- 4-J V / I I I OI I 10' UTILITY EASEMENT TERMINATE CONDUIT AT I ,I g c) I RIGHT-OF-WAY WITH RISER " CONTRACTOR SHALL INSTALL CONDUIT i I I 1 1 " PVC C 0ED 900, DR18 �I FOR USE BY BEI I SOUTH I TI�. CUT EXISTING 4" PIPE I I SERVICES CONSTRUCTED WITH i I � I f I _ PVC FORCE MAN INSTALL NEWSION 4"x45' MJ I SUBDIVISION IMPROVEMENTS I I " MJ 4x45BEND BEND (TYP) (TYP) 6' MIN T yfI i = PIPE CONFLICT DETAIL NOTE SEE THIS SHEET CONTRACTOR TO RELOCATED I I I EXISTING LIGHT POLE I w I :� NOT TO SCALE 1 (LOCATION TO BE VERIFIED \ BY CITY) cn " 12" WATER MAIN CONSTRUCTED WITH SUBDIVISION IMPROVEMENTS I r I I Is i � 1 II I - I CQi r I 0 1-STORY METAL f- �I 1 CITY D AL FIG. 501 SHEET C-18) 0 I 17 BUILDING ;�r< . - 5' X r RAW �1 POINT EOf SERVICE) I I DRAINI I o Z FF ELEV 49.25 VA ATERVAULT o o CONCRETE " _I__. ,..L.-_ Qi ewy, FAC48A39 DRNEWA 4 AND 2 GATE VALVE AND VALVE BOX SAN MH-03 I I Py / ENTR`IN E TO _LOCATE VALVES BEHIND CURB I _ A. I I / . SEWER VALVE DEi Nl�'S 2 4 I ITOP NUT EL 50.43 - - - ---- - -1 I L- - - { o -- - -- s F o I - I t i I I I L1,ITh MIVIM'LL _ REMOVE CAP AND 323' CONNECT WATER MAN TO TEE (4" & 12") Irk C� i i p �DES, NOR SHALL II 5UgNCE (}F PERMIT PREVENT THE BUILDING II LI DEPT FRQt,4 rF{ REAFTER REQUIRING \ li T!ON OF ERROF S ON THE P A CORREC- T OR OTHER! VIO LANS. CONSTRUC'rIOPi LNTIONS OF THE CODES. it it SPEED I II BUMP 1 S E P 1 7 2002 tt n I! w j U I it wm DUMPSTER - - - - - J t � • C I + I I mow. PAD , I �� / II JG 8INFORD BUILDING DF,9T. _ \\ \\ 5' CONCRETE Ir� `r �E S�SE P"NS %IRE REVIEWED AND CONDITIONALLY \\ \\ SIDEWALK ii CCCOp,:rPT D FOR PERMIT A PERMIT ISS SHALL LIED TO BE A LICENSE TO PROCEED WITH HE -WORK ANE NOT AS AUTHOIRITY TO VIOLATE, II GAN'CEL: R OR SE L r' II Z PROI/ISIOSETASIDE ANY OF Q t TECH - Vdi�rr_fi VAI VF II � " c 'OF rHE NICAI C'O THE 'II1[ - _ ^' GREASE TRAP GREASE TRAP ° TOP 47.61 TOP 47.61 U� n PVC TL'� VALVL I- VLF -- --------- - ------------------ ---- SS-7 8" PVC _ SS-8 - 8" PVC 8" PVC �Q\ �' a SS-9 �Z pro I .--- -- -- FFICE COPS' FOR CONSTRUCTION 00111 16CIVIL • E -BID SETPOST BID SET UE DATE ISSUE DATE L DESCRIPTION 1/29/02 1O REVISED PER 1/8 PRC 3/22/02 2O REVISED PER 2/12 PRC, SJRWMD AND FOOT COMMENTS 8/21/02 0 REVISED AS INDICATED THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHr 2001 ALL TIGHTS RESERVED • �o In Dn J ' �Jf `n J N 0 z Iu I IL o 3 Ld O !(' o Ifs � N to O 0 O U 164 O O 00 U co ■ C�2 U q) q �¢ � � a x � :b �r � (D tti to14 W c.) e'nU• .° ..1 104 �o7 ��0) C ° I J Q ��cd Lv 50 CLO ;.40pq r10a aOEM - v • • CD N LO UN 0 z Amr co o C0 or U ® son w c° iM xu � z rT�I U Q �I z w0 INNNNNNI Z m 00 0 N = CM m 0 Y r.� I11 U < s Uryryry ������''yyyLL LL �- � - LL0 z LL F- z la CO � EL 0 • ORIGINAL ISSUE DATE: 12/18/01 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: OF 23 • TOP OF PIPE EL 44.5 \ >t EP & TOB x I ` SEPTIC C \ - EP EP x SEE SHEET C-12 FOR 10' DRAINAGE EASEMENT UTILITY CONFLICT DETAILS (TYP) x -�o- ---------- - �- - - - - - - --' - - - _ - - ---------- Ulu FIRE HYDRANT ASS'Y (CITY DETAIL FIG. 402 SHEET TOP OF •\ / PIPE EL Q /\ NOTE: BACTERIOLOGICAL SAMPLES SHALL BE TAKEN ON TWO CONSECUTIVE DAYS AT THE POINT INDICATED. x- x- x- x- I I°z CID \\ UUF- ? U \�Nw =m LIFT STATION UIILIIY LtGtNU � � I n H I;._Q� 0 GENERATOR © PAD MOUNTED TRANSFORMER © 12" H.D.P.E. OR P.V.C. STORM SEWER INV. ELEV. AS INDICATED ON PLAN (SEE SHEET C-9) O 12" DIP FIRE LINE (STUB UP 1' ABOVE F.F.E.) @E 3" POTABLE AND 2" IRRIGATION LINES O 6" SANITARY SEWER SERVICE INV. ELEV, AS INDICATED ON PLAN © 10" H.D.P.E. OR P.V.C. STORM SEWER FOR DOWNSPOUTS INV. ELEV. AS INDICATED ON PLAN (SEE SHEET C-9) O (2) 4" P.V.C. TELEPHONE CONDUITS 12" H.D.P.E. OR P.V.C. STORM SEWER FOR DOWNSPOUTS INV. ELEV. AS INDICATED ON PLAN (SEE SHEET C-9) O FIRE DEPARTMENT CONNECTION © IRRIGATION SYSTEM CONTROLLER (SEE SHEET L-3) 50 0 50 100 GRAPHIC SCALE 1 "=501 SANITARY MANHOLE SCHEDULE I. D. TOP N INV S INV E INV W INV SMH-01 46.08 38.22 - - - 38.22 38.12 SMH-02 47.82 - - - 41.46 - - - --- SMH-03 49.78 40.10 - - - - - - 40.00 SMH-04 48.68 --- 41.64 --- --- SMH-05 46.00 --- --- 36.37 36.27 HOME CENTERS, INC. P.O. BOX 1111 N. VIIILKEYiBORO, NC 28856 o REVISIONS PRE -BID SET L Posr wu SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 1/29/02 1J REVISED PER 1/8 PRC 3/22/02 2J REVISED PER 2/12 PRC, SJRWMD AND FDOT COMMENTS 8/21/02 Q REVISED AS INDICATED 9/18/02 0 RELOCATE FDC ADD CV -- ----..-- - u - - . •19.5' � I � II JulI HDRAWINGISTHE PROPER fY L OWE'S HOME I CENTERS, INC. ANY USE OR REPRODUCTION IN Np CUSTOMER I / SS-11 �S�r _ CONCRETEiI WHOLE OR PART ISPROHIBfTEllWITHOUTTHE ' VAULT �� EXPRESSED WRITTEN CONSENT OF LOWE'S HOME II ®CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED i I LOADING CANOPY I FIRE HYDRANT ASV I STEPPED El LOCATE HYDRANT VALVE ( CONCRETE WALL I BEHIND CURB ---- - - - - - - _---- _ I I LUMBER SALES AND STORAGE T I I I PULL BOXES IF NEEDED AT BEND PIPE EL TOP OF- - NOTE: I ! Iy SHALL BE INSTALLED AND CONNECTED I 1 12 FIRE PROTECTION MAIN SHALL BE CONSTRUCTED BY CO�fTRACCOR WITH �\ <t p� c ' do, LI i� V) c vci I � - J ,TO CONDUIT LIT FPL (TYPICAL) I � CLASS 5 LICENSE II I R? Nut I I bw P ti b`" 5" PVC SCH 40 FPL CONDUIT OFFICES AND I wa '� - FM --- • - 1 �e 7.67 �- JFM 4• FVc FM_. ? L_ - - - TERMINATE 5' FROM BUILDING RESTROOMS - --_---------------- -�- Ei _ i SLAB TOP OF PIPE EL 45.0E - --- -- - - ®1 ----- , _ - r �\��I I • • WATER lC� LCJ o / I ✓�' �` I 11 I!' a� VALVE N L VAULT J r� - - SF PRESSOR j I I r- �- I O ( T+6TTNE SWIrp l - F RII RACE -TW, , I I EN i CE TO t. p RELOCATE EXISTING FORCE �I &E MAIN IKj _ - ` DUNKIN DONUTS ctJ 1 - f f SYSTEM y v MAIN BEHIND NEW LOCATION ?\ I Z a 0� 00 v \ I ®.. A j- - - - --------- --- _- _- OF CURB INLET I �\ SI I 1 J I I ■ CQ \ I HOME IMPROVEMENT WAREHOUSE 11 _ I e \ ITOP OF PIPE. (SEE DETAIL THIS SHEET) I a \ \ I\ 11 I I I a�i Q a w \ IEL 40.0 I ( " CONSTRUCT NEW CONCRETE ' -' ENT CE TO �. a) 45 \ I ( V 11 ,340 LF± 8 PVC DR 18 I I 11 m Q- �ATER MAIN (36" MIN COVER) I TOP TO EXISTING VAULT I WI 1 I _fl I DUNKIN orluTs ■,.vl u \ I \ SEE DETAIL SHEET C-'11 0 -- a I 0) �, to �� I 3780 S. ORLANDO DRIVE ® I \ ` I I I I �e = Q TOP F PIP FINISH FLOOR EL 48.20 I CONTRACTOR TO RELOCATED I I I r J c: w ,q 8 WATER 0 0 E " --- J EXISTING LIGHT POLE I i I o -J o I I EL 48.0 (4 VERTICAL 50 lff 4 DIP FROM I I `' ------ - - - -- SAN MH-04 m - - (LOCATION TO BE VERIFIED I I `�° °� '-' I I SEPARATION FROM 36 FDC 36 MIN COVER I N '� \ w r SALES FLOOR ( " ) ( / / BY C co w RCP �'I� ( RELOCATED CURB INLET ro O �' oa / / 10 INGRESS EGRESS I '' o '� -' c) I NOTE: (2) 715 LFf 4" PVC SCH I I A Q 0 80 CONDUIT FOR PHONE ` Z o w �- SANITARY SEWER III IN SHALL BE PRIVATELY \ BACTERIOLOGICAL OP OF PIPE EL 45.2t TOWNED AND MAINTAINED. ALL WATER MAINS � , � � \ BEYOND THE WASTER METER' ASSEMBLY SHALL I SAMPLE POINT A �` �= I B PRIVATELY AND MAINTAINED E R TELY tY�4ivED c� J - 195' H - - o L BACK OF CURB EXISTING 4" -H PVC FORCE - ---- " - ------------------------ I MAIN - -- 65 LI=+ 12 DIP - -- _-_ - _-__-_____-_ FIRE MAIN 36" MIN COVER) " .- - - # II , / o • ( ) ® I. FIRE HYDRANT ASS'Y 1 t I K i 1 "x12 x12 TEE 4� UNDERDRAIN NDUIT ABOVE/ - -CwEIR CONDUIT _WI[8N.9SEMEUQ - - JOR GE PIPE EL -45.Of- - t L Lo LL X 13' 90 LF 2 PVC IRRIGATION LINE ® / H C-18 " 12 CHECK VALVE I �I ` °O I� CITY DETAIL FIG. 402 S EET ) WATER MAIN (36 MIN COVER) p / TERMINATE CONDUIT AT I X / -• - ANT R (MAIN OUTSIDE OF FOUNDATION) - -TOP OF IN BOX (SEE DETAIL _ - - - - - - - r - - - I I 10' UTILITY EASEMENT RIGHT-OF-WAY WITH RISER I `� `PROPOSF� 4" z N y " - - - 43.8 �� I CONTRACTOR SHALL INSTALL CONDUIT I I I _ ® � M �. " , N PVC C900, DR18 400 LF 5 PVC SCH 40 CONDUIT 220 Lf# 1 PVC SCH 80 43.8 I I i FOR USE BY BELLSOUTH I wl f I CUT EXISTING 4- PVC FORCE MAIN PIPE (11fP) O Lo CONDUIT FROM DCD TO ELEC 5" E 40 LFt 12" PVC DR -- i I o 1� - m TOP OF PIPEvo RM FOR TAMPER SWITCH TYP. T I SAN MH-02 I ( I SERVICES CONSTRUCTED WITH 4 AND INSTALL NEW 4"x, EL 40 0f I �� _ _ 1RE MAIN (36 MIN COVER) ( SUBDMSION IMPROVEMENTS I I 4 x45' w rLu -ct�" - 18 15 TOP OF I ! I I I 4 gip (�P) 6' MIN BEND (TYP) U J � I - 6 SANITARY SEWER - 33' I PIPE EL-��� - - - ' -I�� I I =1- Lu LATERAL INV EL 42.00 F \ = 43.8 0 0 I -- - I o I 1 4 PIPE CONFLICT DETAIL SEE NOTE THIS SHEET Y ' II RECEIVING 230 LFf 3" PVC WATER SERVICE \� I o o I � " r, � _ I CONTRACTOR TO RELOCATED I I ts � U TER MAIN (36 .MIN COVER) . o / I I EXISTING LIGHT POI F I I _r NOT TO SCALE o 3 POTABLE METER WITH I Fl�E HYDRANT ASS'Y I I (LOCATION TO BE VERIFIED I 0 I cr � TERMINAT FPI CONDUIT 3 REDUCED PRESSURE \ LOCATE HYDRANT VALVE BEHIND CURB I + I BY CITY) I I - � I I �\ AT BASE OF EXISTING TRASH COMPACTOR B FEBCO 825Y, WIMNS N \ I �150' MAX FROM FDC) I I I L " I = o `\ POWER POLE WITH RISER L] J 9 5XL FOR POTABLE WATER i / I 12" WATER MAIN CONSTRUCTED -1 = I I 07 0 - ` w " IRRIGATION M ----- ----- - -- ®® --- r � 2 RR METER � - -- - � I WITH SUBDIVISION IMPROVEMENTS L._ � - I � ao o Y Lo GARDEN CEN TER 2" REDUCED PRESSURE 0O U \ I - BFP FEBCO 825Y WILKI S � I 12rDOUBLE CHECK DETECTOR ASSEMBLY I ( � � 'fi U= 975XL FOR IRRIGATION I 5 8" BY+PASS METER AMES �Tl I I I F ' 1 o I I U 1 ~ Do SEE EN ED PLAN SHEET 6 _ o I I w u _ � SAN MH-01 I I I f DRAINS T-STORY METAL + WATER Cifi Cf1Y D AlL FIG. 501 SHEET C-18 BUILDING � I vn X VAST � (REMOVE PLUG NORTH INVERT PQINT SERVICE) 0 I FIELD I J Of FF ELEV 49.25 I 1 AND CONNECT SEWER MAIN) ( I _ Z } � ~ o CONCRETE � - r r CONIC ELC489 DRIVEWA' 4 AND 2 GATE VALVE AND VALVE BOX SAN MH-�03 I 15' CITY SERVICES UTILITY EASEMENT LOCATE VALVES BEHIND CURB I o ` „ + SEWER VALVE ; E N S ITo 0 I I '�'"'-•- 1 / , 4 D i� 1I NN $ 2 4 I I ofi TOP NUT I✓'--f_--__._-_.-_____-- - - ----- - - -- --- -$a J L---------- -- - - - - - - - - - - - - - I EL ,0.43� �I U ©ELLSU MANHOLE I � -�• _ � . UTFI U V I% -- =�------------- -- -- ----------- T - ------------ __ -------3---- --- - =r <y TOP EL 43419 I �� " C _1 t INV EL 3r. 77 SS-5 8 SANITARY SEWER REMOVE CAP AND 323' - - w+.+ I �'ye_ r / --- =�� I _ `' `` -_ WATER VALVE j} a' PVC CONSTRUCTED WITH CONNECT WATER MAIN & z CURB , ' I SUBDIVISION IMPROVEMENTS TO TEE (4" do 12'� DUMPSr R - r- - - -- - : I 4 ��`2 I ELP46130 z I WATER LINE /1O PAD L---------- \ II a TOP EL = 44.OF r� Q. wra #0!�1 �\ 3' 6" STEEL CHECKER PLATE s WATER VALVE OR ASRE �p AND FRAME PAINT GREEN • ' I� j 4" CAS LAIN 43" COVEYt) ` TOP NUT Q 4 J n GAei GA5 - - CA` - R-Y/GiCr1 -r r L' n' 0.7r T :: TOP NUT ATE NUT VALVE - If �` F r`T £�,�.L��� PRECAST OR FOP NUTEL 47.9a CAST -IN -PLACE �_. u z �,�� r rc n^ (f) o EL 47.28` p 7 U. 6 WATER lALVE U r II I .. Z EL ' 7.58 II rz CONCRETE BOX .1 o �� " II g >ELLSUIiTF h1ANH0 F +�.;n^.i�( I w+,+�i�'1�-��'.Y,s�V�l wti+ whi wM wr,+ wM wM wr wh1 - v F- k !} ---L�I ----- II W P EL - 49.33 r rl W - -- - - __4 - SS-7 8" PVC - SS-8 --- /i O O M N - l0 L' r 8" PVC s 8• PVC _ �i I ` o - CHECK VALVE �� O , II T -1-1 F? y ✓ ?,r 0 r� /�� O ��___�_ r%n� .p�. /, II S -1 I - - LL ��Hr� rr,.r�-� vr'i,? ``'/ U) a" Pic e ,% o o " a M < U I P�Q _ 1'`� U C4 FLOW �yVrvN I C9 I • •�, 'F->h',�n, �'-). rJt'. N a II O O 2' 2 II - F rr� �,, �._c:r�r� :r • • a Q,y II c :�>; r`OLr!GREASE TRAP GREASE TRAP ORIGINAL �i a0 TOP 47.611 TOP 47.611 it cp I �< II I I -CT_ cry ISSUE DATE: 12/18/01 � = PERMIT SET 6" MIN 6" MIN ��,, �c�4 ° ' ��4�' ' j + I I _ f � ISSUE DATE: PER MFGR. �A n '. ° a�, `�4 a `� ° ,r`�. �° ,1+ n ° I I = CUM Y, CLEAR -- �- CLEAR � II I I CONSTRUCTION SET PLAN GRAVEL BED SECTION ;; I I I ISSUE DATE: ' DRAWING NUMBER: CHECK VALVE AND BOX DETAIL BOX SHALL Y WITHIN LANDSCAPE ISLAND I il � _,p C NOT TO SCALE FOR CONSTRUCTION 0011015-GIVIL OF 23 o • I SPEED I BUMP CD I c L a W Erssro HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 v � LOW S OF SANFORD, FLORIDA SANFORD, FLORIDA 32773-5614 3780 SOUTH ORLANDO DRIVE PROJECT INFORMATION: NAME OF PROJECT: LOWE'S OF SANFORD, FLORIDA ADDRESS: 3780 S. ORLANDO DRIVE PROPOSED USE: RETAIL SALE OF HOME IMPROVEMENT ITEMS OWNER: LOWE'S ENGINEERING & CONSTRUCTION OWNER'S REPRESENTATIVE: JAMES L. ROBERTSON (336) 658-7495 DESIGNERS OF RECORD: ARCHITECTURAL: TAYLOR SCOTT ARCHITECTS, INC. (918) 587-8600 SUZANNE TAYLOR STRUCTURAL: JOSEPH LOONEY & ASSOCIATES (501) 770-6650 JOSEPH R. LOONEY FIRE PROTECTION: SCHIRMER ENGINEERING CORPORATION (704) 892-1300 LISA BOSSERT PLUMBING: HENDERSON ENGINEERS, INC. (913) 307-5300 DUANE S. HENDERSON MECHANICAL: HENDERSON ENGINEERS, INC. (913) 307-5300 DUANE S. HENDERSON ELECTRICAL: HENDERSON ENGINEERS, INC. (913) 307-5300 DUANE S. HENDERSON CIVIL: UPHAM, INC. (386) 672-9515 ROGER W. STRCULA, PE BUILDING CODE SUMMARY: • SUMMARY OF THE PROJECT THIS PROJECT INVOLVES THE NEW CONSTRUCTION OF A LOWE'S HOME IMPROVEMENT WAREHOUSE. • APPLICABLE BUILDING CODES BUILDING !1 FIRE %. PLUMBING MECHANICAL ELECTRICAL :. ACCESSIBILITY STATE OTHER 2001 FLORIDA BUILDING COD... .. _,,.. ,,..,.... 2001-.,FL,9RIDA .FIRE PREVENTION_ CODE? 2001 FLORIDA BQ-Tu IG CODE '" V) ' 2'001-,FLORI A BUILDING CODE w 1999 NEC .." , o -.20al-.-FLORIDA BUILDING CODE 1997 FLORIDA ENERGY EFFICIENCY CODE NONE • ZONING CLASSIFICATION GC - GENERAL COMMERCIAL • PARKING SEE CIVIL • OCCUPANCY CLASSIFICATION FBC SEC. 310 MERCANTILE GROUP M "...BUILDING OR STRUCTURES OR ANY PORTION THEREOF, FOR THE DISPLAY AND SALE OF MERCHANDISE, INCLUDING STOCKS OF GOODS, WARES OR MERCHANDISE INCIDENTAL TO SUCH PURPOSES AND ACCESSIBLE TO THE PUBLIC..." • CONSTRUCTION TYPE FBC TABLE 600 TYPE IV - UNPROTECTED FBC SECTION 604 NOTE: - THIS BUILDING IS DESIGNED TO BE FULLY SPRINKLED AS REQUIRED BY DRAWINGS AND SPECIFICATIONS SECTION 13916. • DESIGN LOADS & PROJECT DATA DESCRIPTION LOAD ROOF LIVE LOAD DESIGN DEAD LOAD ;' 9 PSF DESIGN COLLATERAL LOAD 5 PSF WIND LOAD 110 m h EXPOSURE C GROUND SNOW LOAD SNOW EXPOSURE FACTOR NA FROST DEPTH NA SOIL BEARING CAPACITIES 500 Psf SEISMIC PERFORMANCE CATEGORY NA OTHER XXX • GENERAL HEIGHT & AREA LIMITATIONS FBC SEC. 503.4 UNLIMITED AREA - SPRINKLED BUILDING & 60' CLEAR AROUND PERIMETER OF BUILDING. ALLOWED: 5 STORIES F UU I AULE �DUU ACTUAL: ONE STORY ALLOWED: 55'-0" MAX. BUILDING HEIGHT FBC TABLE 500 ACTUAL: 39'-0.. "...VERTICAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF STRUCTURE. - MAXIMUM PARAPET HEIGHT: 49'-0 1/2" (+/-) REQUIRED: 30'-0" FIRE SEPARATION DISTANCE FBC TABLE 600 ACTUAL: 58'-0" REQUIRED: AUTOMATIC SPRINKLER SYSTEM (NFPA 13) FBC SEC. 503.4 & 903.7 ACTUAL: FULLY SPRINKLED PER NFPA (RE: SPEC. SEC. 13916) V-11 119-155GCL ROLLBACK (MODIFIED) ARCHITECT'S PROJECT# 0119027 • EGRESS ANALYSIS <';: I INDOOR/ENCLOSED OCCUPANCIES AREA SF(SF) AREA/OCC. OCCUPAN LOAD :' REQ'D. EGRESS WIDTH ,20" PER OCCUPANT MERCANTILE SALES FLOOR 116,968 30 GROSS 3,899 780 BUSINESS OFFICE 2,193 100 GROSS 22 5 ASSEMBLY 1,262 15 NET 85 { 17' STORAGE/RECEIVING/MECH. 11,894 300 GROSS 40 8 VESTIBULES, CORRIDORS, TOILETS, ETC. 3,385 N/A 0 0 TOTALS 135, 702 1 4,046 810 , f fir' DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOORS DOORS INCHES OIA 01E 01F 010 O1J 02B 03B 05 116 17E 19 23MB 01D&34 PROVIDED: 34" + 34" + 34" + 34" + 34" + 177"-I- 34" -I- 34" -I-1 T/"+ 34" + 34" +216'+ 34" OUTDOOR GARDEN CENTER AREA AREA/OCC. OCCUPAN ?REQ'D. EGRESS WIDTH k; OCCUPANCY SF SF LOAD .20" PER OCCUPANT <,\ MERCANTILE 34,978 30 GROSS 1,166 234 ? S` .,- .,....... - :....-.. �" r,.................. ..... `•..... GATE GATE GATE GATE GATE INCHES 1 #5 g6 #7 H9 f PROVIDED: 9e" + 96"+ 96° + 96" + 48"= 432" . LIFE SAFETY BUILDING EGRESS ANALYSIS s 2001 FLORIDA FIRE PREVENTION CODE 'I INDOOR/ENCLOSED OCCUPANCIES AREA SF AREALOCC. SFF OCCUPANTREQ'D. LOAD EGRESS WIDTH .2" PER OCCUPANT MERCANTILE SALES FLOOR 116,968 30 GROSS 3,899 780 BUSINESS OFFICE 2,193 100 GROSS 22 5" ASSEMBLY/BREAK/CLASS 1,724 1 15 NET 115 23 STORAGE RECEIVING MECH 11,894 1300 GROSS 40 8 TOTALS 4,076 816 FRONT DOOR DOOR DOOR DOOR DOOR 038 OIA 118 05 028 DOOR DOOR DOORS 01F DIE 23A&B 2/3 REQ'D. EGRESS (PER SECT. 24-2.5.7) WALL: 34" + 34" + 177" + 34' -I- 177" + 34" + 34" + 216" = 740 > 547" W/o DOOR O1J DOOR DOOR DOOR DOOR DOOR DOOR DIG 03B OIA 11B D1F DIE DOORS DOOR DOOR 19 17E 01D/34 1/2 REQ'D. EGRESS (PER SEC(. 24-2.5.8) CHECKOUTS: 34" + 34" + 34" + 34" + 177' + 34" + 34" + 34" + 34" + 34' = 8 3 > 40 8" EXCLUDING MAIN DOOR DOOR 01A 05 DOOR DOOR DOOR DOOR DOOR DOOR 01F DIE 010 03B O1C/GATE 7 O1J DOOR DOOR DOORS 19 17E 01D&34 1/2 REQ(PER SECT. . EGRESS 24-4.5.2) ENTRANCE/EXIT: 34" + 34" +.34" + 34" + 34' -I- 34' + 92" -I- 34' + 34" + 34- + 34" = 432 > 408" • EXIT ACCESS LENGTH OF MAX. TRAVEL DISTANCE (SPRINKLED): 200' FBC TABLE 1004, LENGTH OF MAX. TRAVEL DISTANCE (SPRINKLED): 200' NFPA 101, 24-2.6 DEAD ENDS: 50 FBC TABLE 1004 DEAD ENDS: 50' NFPA 101, 24-2.5.2 • FIRE RESISTANCE RATINGS (HOURS) STRUCTURAL FRAME BEARING WALLS (EXTERIOR) BEARING WALLS (INTERIOR) ROOF CONSTRUCTION EXIT ACCESS CORRIDORS OCCUPANCY SEPARATIONS ASSEMBLY / OPENING 0 N/A 0 N/A 0 N/A 0 N/A FBC TABLE 600 FBC TABLE 600 FBC TABLE 600 FBC TABLE 600 0 N/A FBC TABLE 7004.2. 4 FBC SEC. 0 N/A 704.2.3.1 & 304.2.2 INDEX OF DRAWINGS: a, T-1.0 TITLE SHEET T-1.1 LIFE SAFETY PLAN CIVIL SEE CIVIL TITLE SHEET FOR FULL SHEET INDEX ARCHITECTURAL & A-1.0 z� �> & A-1.1 -z. A-2.0 A- 2.1 `> & A - 2.2 A - 3.0 ® A-3.1 & A-3.3 A- 3.4 A-4.0 cZ. & A - 4.1 2` A- 4.2 A-5.0 ' A-5.1 %2 �21, & A - 6. 0 A-6.1 c2, ® A-7.0 FLOOR PLAN ROOF PLAN & DETAILS EXTERIOR ELEVATIONS ENLARGED EXTERIOR ELEVATIONS INTERIOR ELEVATIONS & DETAILS WALL SECTIONS &. DETAILS WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS ENLARGED PLANS & ROOM FINISH SCHEDULE RESTROOM PLANS & ELEVATIONS REFLECTED CEILING PLANS & DETAILS EXTERIOR BUILDING DETAILS MISCELLANEOUS DETAILS DOOR SCH.EpU,L,E-•, fie --••.DETAILS DOOR &. WINDOW,,DE,TAJ 2, FENCE 8c -RO©F LADDER DETAILS STRUCTURAL S-0.1 zt 4n S-1.1 S- 2.1 & S-3.1 S-3.2 S- 4.1 S-4.2 Zh 4 S-4.3 GENERAL STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAILS FOUNDATION DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS .FIRE"PROTE&ION ' FP- 0 FIRE PROTECTION FLOOR PLAN'`2 FIRE PROTECTION SITE PLAN r :......, FP-2 FIRE SPRINKLER PIPING PLAN FP-3 FIRE SPRINKLER PIPING PLAN SYSTEMS #1 & #2 �. !2, : FP-4 FIRE SPRINKLER PIPING PLAN STSTEMS #3, #4 & PARTIAL #6 �) FP-5 FIRE SPRINKLER PIPING PLAN SYSTEMS #5 & #6 ; FP-6 ENLARGED PLANS, DETAILS/SECTIONS FP-7 SECTIONS AND DETAILS t2'A f FP-8 RACK SPRINKLERS, NOTES & SECTIONN FP-9 FIRE EXTINGUISHER PLAN FIRE ALARM 'd, FA-1 FIRE PROTECTION SUPERVISORY SYSTEM FA-2 FIRE PROTECTION SUPERVISORY SYSTEM DETAILS PLUMBING A P-1 PLUMBING SCHEDULES, SYMBOLS AND NOTES :2'� ® P-2 OFFICE PLUMBING PLAN & RISER DIAGRAMS 4 P-3 PLUMBING FLOOR PLAN MECHANICAL M-1 MECHANICAL EQUIPMENT PLAN M-2 OFFICE MECHANICAL PLAN & DETAIL DRAWINGS .111 M-3 MECHANICAL SCHEDULES & DETAIL DRAWINGS ELECTRICAL E-0 E-1 2`> E - 2 E-3 E-4 E-5 �2 E- 6 E - 7 E-8 G2� E- 9 E-10 E-11 E-12 E-13 GENERAL ELECTRICAL NOTES & SYMBOLS LEGEND LIGHTING FIXTURE SCHEDULE & MOUNTING DETAILS LIGHTING FIXTURE LOCATION PLAN LIGHTING FIXTURE WIRING PLAN BUILDING POWER FLOOR PLAN SALES AREA DISPLAY POWER AND BMS WIRING PLAN CABLE TRAY AND MISCELLANEOUS CONDUIT PLAN OFFICE AREA POWER PLANS GROUNDING DETAILS AND "SMEF" NOTES ELECTRICAL INSTALLATION DETAILS GEN-SET CONTROL WIRING SCHEMATIC BUILDING ENERGY MANAGEMENT SYSTEM POWER RISER DIAGRAM PANEL BOARDS SCHEDULES SITE LIGHTING SL-1 SITE LIGHTING PLAN SL-2 SITE LIGHTING SCHEDULES, NOTES, AND DETAILS SL-3 PHOTOMETRIC PLAN REVISION LOG: REVISION DATE DESCRIPTION �..I:::�r..F. :,;��', ..,p AN 8.13.02 REVISION 4 METAL PANES TO EIFS GARDEN CENTER SHADE STRUCTURE -Oats ,ftr v\Vf--' 03.18. rl'19-1-G '�}• LP CODE55 5 R E V I S M 6 PRE -BID SET L POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.10.02 t"- STRUCTURAL GRID SHIFT 05.24.02 % . RACKING PLAN 06.20.02 !':. CODE COMMENTS THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ONA SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04116102 AND IT IS NOT SUITABLE FORUSE ON DIFFERENT PROJECT SITE ORAT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS_ REPRODUCTION OF THIS DRAWINO FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • v v w Q r op, 'n W U C/U M t4 H ^ asp 0o m ai LL U to or- OIN cl) u� m MEN co Y U o �> Li! Wr) 0 Lu � aO co � v Iri.1 0 w Y_ 0 w 0 I-� ® L R U_I ® C� o W O o Lu Z LL z w ORIGINAL 04/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 04/15l02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: T-, 1 e0 dC. � I I 4.03 SINGLE SCORED SPLIT FACED CMU 7.02 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) GENERAL NOTES 7.03 SHEET METAL OVERFLOW SCUPPER 14.) APPLY SEALANT AT JUNCTURES BETWEEN} 9.01 4.04 SPLIT FACED CMU 1.) FOM-FACE OF MASONRY 4.05 SMOOTH FACE CMU. 7.04 ALUMINUM CANOPY. REFER SPECS AND ROOF PLAN. DIFFERENT MATERIALS AND AS OTHERWISE NOTED ON L O [ Err ) FOC-FACE OF CONCRETE 1.01 EXTERIOR SIGNAGE FURNISHED AND INSTALLED BY LOWE'S. CONTRACTOR IS TO SUPPLY AND 4.06 4" H. RADIUSED CMU ACCENT BLOCK 7.05 PREFINISHED METAL COPING. REFER TO PF- FINISHES. 2.THE DRAWINGS AND SPECS. : - HOME CENTERS INC. ` ` k ll,� l° P.O- BOX 1111 N. WILKESBORO, NC 28856 INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S. 2 7.06 E.I.F.S. CORNICE 3.) MO- MASONRY OPENING (CLEAR DISTANCE REQUIRED) I «h.� .; PULL SIDE 4.07 SINGLE SCORE SMOOTH FACE CMU 15.) BRACE ALL STEEL STUDS ACCORDING TO .� • • 2 01 GALVANIZED CHAINLINK FENCE W VI / 2 NYL COATED BLACK FABRIC. REFER SPECS. 4.08 AREA FOR FUTURE OVERHEAD DOOR OPENING B.O. BEAM ® 14'-0" A.F.F. 7.07 NOT USED 4.) N.I.C.-NOT IN CONTRACT. MANUFACTURER'S LIMITING HEIGHT (L/240). `` Y 2.02 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. 5/8-HEAVY DUTY BLACK %` -- ` '`•.... " FABRIC TO 8'-0" ABOVE SLAB, UNLESS SHOWN OTHERWISE, REFER SPECS. 5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 ' FOR LAbIJER DETAILS. 7.08 STANDING SEAM METAL ROOF 5.) ALL DIMENSIONS TO FINISHED FACE OF WALL OR 16.) INSTALL SMOKE BLOCKING ® 10'-0" AFF VERT ����.. •: 2.03 TRENCH DRAIN, ,RF,F.ER..PLQMB.ING... ND STRUCTURAL. 5.02 TUBE STEEL BEAM 7.09 METAL GUTTER, PAINTED MATERIAL OR AS OTHERWISE NOTED. OR FULLY INSULATE ALL STUD CAVITY WALLS. o �, 2.04 6"H. CURB W 42" HIGH GALV.+ CHAIN`' LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. / 5.03 TUBE STEEL COLUMN 7.10 METAL DOWNSPOUTS PAINTED 6.) REFER WALL TYPE LEGEND FOR WALL CONSTRUCTION. I "= PUSH SIDE REFER SPECS:;..(? Q".IN_ LENGTk _...�, 17.) 7. REFER SPECS & FOUNDATION DETAILS FOR FENCES '2.05'GALVAt41ZED ..::2.... .. ., .,. - �. -- .-- CHAIN'LINK FENCE W?--vf YL COATED BLACK FABRIC TO 12'-0" A.F.F. 5/$" 5.04 DOWNSPOUT COVER, PAINTED 7.11 EDGE OF CANOPY ABOVE 7. ) AFF-ABOVE FINISHED FLOOR SALES FLOOR ( ) SPACE POSTS TO AVOID FOOTINGS WHERE POSSIBLE. _ HEAVY DUTY BLACK FABRIC TO 8-0" A.F.F. W/ 2" BLACK FABRIC ABOVE � ..._•;. ,,•.,,,�,.-.-_--•��� "CONCRC'TE'RETAINING 5.09 FORKLIFT DAMAGE PREVENTION BARS, » 16 -0 L. W BOT. ®9'-6 A.F.F. REFER A-2.2 / 7 12 E.I.F.S. MEDALLION 8. ) REFER SHEET A-6.0 FOR DOOR SCHEDULE 18.) » NO GAP LARGER THAN 2 IS PERMITTED AT CHAINLINK 3.01 WALL.--REF:STRUCTURAL ' ' ' ` "*---' _._,�,•;`.�,,..� - ., 7.13 METAL CANOPY, PAINTED 5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'-0"L W BOTTOM ® 9'-4" A.F.F. (INSIDE & OUTSIDE), / 9.) REFER SHEET A-6.0 FOR GATE SCHEDULE FENCES, GATES, ETC. TYP. UNOB. PATH 3.0 C ETE SIDEWALK REFER A-2.2 8.01 OVERHEAD DOOR 3.03 TOOLED JO NTS IN CONCRET R F: TRUCTURAL 5.11 FORKLIFT DAMAGE PREVENTION BARS ' " 16 -0 L W/ BOTTOM ® 13'-6 A.F.F. REFER A-2.2 8.02 HOLLOW METAL DOOR AND FRAME TYPICAL PAINTED. � 10.) REFER STRUCTURAL SHEETS FOR CONCRETE SLAB 19.) EXTERIOR CONTROL JOINTS SHOWN ON A-2.0 D 00 RS 3.04 CONCRETE FILLED ISLAND, REFER TO CIVIL DRAWINGS AND STRUCTURAL. INFILL BY BUILDING 5.12 FORKLIFT DAMAGE PREVENTION BARS, � »" � » 6 -0 L.W/, BOTTOM O 9 -6 A.F.F. REFER A-2.2 8.03 ALUMINUM STOREFRONT. CONTROL JOINT INFORMATION. 20.) MOUNT ALL SLIDING GATES ON OUTSIDE OF ENCLOSURE. ,PAINTING 2 . CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR. 11 / - �'`✓"' - `""" --•,i"_ll/ • `" `.__- 2 SCALE: 1/8"= 1 -0 5.13 4 PIPE BOLLARDS, REFER DETAIL 3/S-3.2i N! IMpER AND LOCA "ONS PER ARCH. PLANS j 8.04 AUTO -SLIDER DOOR, REFER A-6.0 1 1.) FOR LOCATION OF FIRE EXTINGUISHERS REFER TO FIRE 3.05 CONCRETE PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 AND DOOR DETAILS. r ''`-.--"- .`%. �.':;::a;::..�.=:: �._%,,.-�:��;:c a:^ -� PROTECTION SHEETS. 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE &LOCATION PRIOR TO POURING. REFER ,. �` � 5.14 6' PIPE BOLLARD REFER DETAIL 3/S-3.2 NUMBER AND LOCATIONS DER ARCH. PLANS ? 8.05 SHADE STRUCTURE, REFER SPECIFICATIONS STRUCTURAL SHEET S1.1 AND DOOR DETAILS. ' %`•-- 12. PROVIDE " g 01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, ) (2) 6 PIPE BOLLARDS AT GAS METER, IF / 5 15 CONCRETE STAIRS REFER ..-.., TO 1 A-5 0 SHALL MEET ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL 0 / SHEET S1.1 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1 /2" DIA.x4" EXPANSION BOLTS, COUNTERSINK, 3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL @3'-0" O.C., MOUNT W/ BOTTOM ® 5" AFF MIN. 3.09 1/2" COMP. JOINT FILLER W/ SEALANT (FULL DEPTH OF JOINT) 6.02 4x8x3/4" CDX PLYWOOD W/ TOP ® 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT PRIOR TO MOUNTING. 4.01 BUILDING EXPANSION JOINT.. ,i`+ 7.01;DIRECT APPLIED ACRYLIC FINISH SYSTEM BY E.I.F.S. MANUFACTURER ON SMOOTH FACED 4.02 CONTROL JOINT, TYP. ��....... \ .. 'CMU W/ FLUSH JOINTS 11.01 TRASH COMPACTOR, NOT IN CONTRACT 11.02 DOCK SEAL, REFER A-2.1 1.03 DOCK LEVEL R PIT MOUNTED) REFER SPECS. 11.04 DOCK LEVELER (EDGE OF DOCK MOUNTED) REFER SPECS. T6.01 ACCENT LIGHT 16-02 ACCENT PANFI REQUIRED. REFER SITE PLAN & PLUMBING FOR LOCATION. REFER, STRUCTURAL FOR CONSTRUCTION. 13.) ALL UNOBSTRUCTED PATHS SHALL MEET ALL GUIDELINES FOR ACCESSIBILITY AND TO BE PAINTED OSHA YELLOW. 1 -HR. RATED WALL % 2-HR. RATED WALL DOOR'lUA�BEf 2 REFEP A-6.0 , xx WINDOW NUMBER REFER A-6.0 O GATE NUMBER REFER A-6.0 0 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION 05.24.02 1.1. 1 RAWNG PLAN 08/13/02 A� REVISION /4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • • • M NLo /--j o z M �� cr00 �co co Wi U Z � �z W0 �0 � � Q z �o Z cn 0 cno J� �C6 Lo zo(V co co cc wU 01 • 0 IL Y U W U Q C) m L.L 00 0LL z CN CN o /yI.. - V) - 0 LL ,0 �+ O G LL O LL _U c O Qz 0 L 1 LL 0 r� r / fl. ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 1 FLOOR PLAN 10-V2 A SCALE: 1 118-155�CL "=20'-O" GCL • LPGODE5 A-1.0 • • COPING END CAP WITH FULLY .:- '.,.....�,...,..., SOLDERED JOINTS. ' INSTALL ROOF MEMBRANE � PAINT. COMPRESSIBLE TUBE SUPPLIER PROVIDED ROOF } ` ® La WE S DIAMETER GREATER t WALKWAY PADS W/ MAX 2 r HC�%liE CENTERS INC. LAP WATERPROOF THAN DECK OPENING METAL FLASHING SPACE BETWEEN PADS. i P.O. BOX 1111 N. WILKESBORO, NO 28656 MEMBRANE OVER 1 WALKWAY PAD COLOR TO GUTTER -'� SINGLE PLY WRAP SINGLE PLY ? PARAPET EDGE 2 1/2" ROOFING OVER TOP OF MATCH THE COLOR OF THE ,./ ROOFING MEMBRANE A. \ CURB. TYP. ROOFING MEMBRANE r HORIZONTAL SINGLE PLY ROOFING ,..., ,......:...... WATERPROOF PLAN DIM PLAN DIIX o EXPANSION MEMBRANE PRE -FABRICATED PREFABRICATED PROVIDE P.V.C. REDUCER MEMBRANE JOINT CONTINUOUS OVER INSULATED ROOF CURB OUTSIDE FACE OF MASONRY IF REQUIRED I MODIFIED POLYCARBONITE o EXPANSION JOINT STRUCTURAL STEEL ASSEMBLY ::':':: 1 CMU WALL I I PANEL TRIM //T SEAM PLATE COVER T S SURFACE CURB BY EQUIPMENT 8" c I I lii I ° WITH FASTENERS LEVEL x SUPPLIER. FABRICATE LEAR, i C 2X WOOD BLOCKING L' CURB ASSEMBLY TO TYP • • • • • • • � � ---�-- - -�---� @12" O.C. MAX. CONT. - MATCH REGLET HEIGHT REGLET FLASHING AND COUNTER- I N J I D E I I l ii O UTS I D E `-� o FIT SLOPE OF ROOF 2 - 14 -8 A.F.F. :':: I TERMINATION BAR 6" w I I l u ,\ DEPTH OF RIGID MIN FLASHING WITH SEALANT BY I POLYCARBONATE PANEL WITH SELF TAPPING z TO ALLOW FOR v u INSULATION _ o CONCRETE SCREWS g LEVEL TOP OF CURB t, 2 GENERAL CONTRACTOR I I Ii` ° AT 4" OC ` l_.f_ _ �t BATT INSULATION SEAM PLATE WITH o12� ! I I iii „ GRAVEL GUARD RIGID INSULATION �� I �' I ham- 4 x 4 STEEL TUBE COLUMN FASCIA - METAL ROOF DECK 0 C-FAST MAX 12 I r" I III 2" SQUARE TUBE WALL GIRT - I — ----I------- - ROOF JOIST SINGLE PLY i�B-0. GUTTER (MAX) _ ; I ill — PANEL TRIM:--.. METAL GUTTER. __ __ .. < = �- ,.. . ^REFER STRUCTURAL ROOFING MEMBRANE ROOF TOP HVAC 13 -0 A.F.F. L y 6 I`" RE. 9/R-3.4 I - \ / UNIT, SIZE VARIES, �� .:.... 4- 4" SCHED. 40 WHITE P.V.C. I SPLICE ANGLE - _ MAKE 2X CURB \ / REFER MECHANICAL I I ROOFING SYSTEM. REFER STRUCTURAL F \ � �.0 � � I I SHADE STRUCTURE, DOWNSPOUT BY G.C.• PROVIDE I 1 BASE THE SAME SHEETS I _ \ / ..�. SEE SHADE STRUCTURE SHOP `� � I I .' ••' .---',:�; THICKNESS AS THE I ' DRAWINGS FOR DETAILS MIN. 3 STRAP ANCHORS A� — ROOF STRUCTURE. 18 GA. SHEET METAL_ I I REQUIRED REFER STRUCTURAL CONT.- REFER STRUCTURAL ROOF INSULATION ��. FOAM FILLED x ..... _ _ . r 1 I I CENTERLINE OF \� INSTALL ROOF INSULATION IN ALL ...:.:.... 4"x4" COLUMN �- ANCHOR AT 32" O.C. METAL ROOF DECK MEMBRANE/INSULATION UNGROUTED CELLS CRICKET W/ MIN — ' - `�� PARAPET/CUTTER ROOF TYP HVAC EQUIPROQF JOISTS BEYOND ROOF WALKWAY PERPF FOOT 1/4 FLASHING EXPANSION JOINT CURB SECTION PAD LAYOUT CUTTER DETAIL CUTTER DETAIL SCALE: 3/4" = V-0" 6 SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 1'-0" 4 SCALE: 1/4" = l'-O" 3 SCALE: 3/4"=V-0" SCALE: 1 1/2"=1'-0" ti t `2 R Q cp N.03 20'x5' ALUM. ?, CANOPY I Q 7. A-1.1 { � ! ri ' I0- I � RTU 20 I CONTINU US I 1 t I I 30 x5, ALUM. G/ UTTER W I I R-12 ROOF INSUL. R-20 ROOF INSUL. `; CANOPY Q ` DOWNSPOUTS I I I I ` REFER TO SHEET :I RTU 19 , 6/A-3.3 A-2.0 IOR �..�, { , 6/A-3.3 TAPER INSULATION AT "'® I LOCATINS I :I I II 7/A-1.1 1/4" PER 1'-0" TO { ; }} I SIM R-12 THICKNESS (TYP.) I I'� ) °�I CONTINUOUS 22'x6' ALUM. 1 I - - - �_GCJTTER-flV - CAETOPY f I 'DOWNSPOUTS `I _ • ..� .. 00 J ® CMU PARAPET W/ METAL = `} COPING LADDER W/ 2'-6" ROOF REFER TO SHEET A-2.0 FOR I ® WALKWAY PAD AROUND LANDING. I r f . , ] I LOCATIONS (,I 6/A-1.1 I t ' `2 ROOF EXPANSION JOINT f O' `>, ( AND EDGE OF WALL BELOW ROOF 4/A- 1. 1 TYP RTU 18 �— RTU 14 EDGE OF WALL BELOW ; j{' r" - " '� RTU 17 RTU 16 i RTU 15 f.: z z o c o uj w PRE -FINISHED METAL FASCIA 0 AT EDGE OF ROOF 1 I FULLY ADHEARD SINGLE PLY - V) ROOFING MEMBRANE OVER z I z GARDEN CENTER AREA. ( L l /. •.. E- a CD c S 1 STEP IN PARAPET I LL w w ROOF EXPANSION JOINT ( 1 REFER SHEET A-2.0 wo o R-12 ROOF R-20 ROOF ` a -vj) INSUL. INSUL. (D ------------------ (__ - TAPER INSULATION AT H {.• 1 1/4" PER V-0" TO ,f R-12 THICKNESS (TYP.) 3'-0" `- 7 A-1.1 f or SIM. l...; RTU 9 EDGE OF CANO Y ii I ( - f0 1 d oO r- �.'I % �U �1 I 1 1 6/A-3.3 III ---------------------�I I i STEP IN PARAPET REFER SHEET A-2.0. RETR CTABLE 11 I i SHADE FABRIC II I I I 1 3/A-1.1 I 1 f I I I RTU 8 II I I - - - - - - - - - ----------j W NOTE: REFER STRUCTURAL SHEETS FOR SATELLITE DISH MAST SIZE, LOCATION AND FABRICATION. FURNISH AND INSTALL METAL BASED FLEXIBLE BOOT, ACCEPTABLE TO THE ROOFING MANUFACTURER, AROUND MAST AT ROOFING LEVEL. PAINT MAST LIGHT GRAY. z SLOPED METAL ROOFING c 0 BEHIND MAIN BLDG SIGN 1 c) OL cc Z CMU PARAPETS & PILASTERS \ W/ METAL COPINGS / `."' V-) \....- CO \` a 1 - - - - - - - - - - - - --t - - - - I- - - - I I I 1 I I I I ABBREVIATIONS: - - - - - - - - - -;-- - - - - --r - - - - 1- - - - + - - - RTU = ROOF TO[ REF = ROOF EXI 5MEE-..,--..SMOKE E ERV = ENEROY'I I I 1 1 I I I 1 RTU 7 ® RTU 2 9/A-3.3 7/A-3.3 r� O 1 Q co ! 00 76'x6' METAL CANOPY SINGLE PLY MEMBRANE ROOFING OVER RIGID INSULATION, REFER SPECIFICATIONS RTU 11 I I I 1 /4" PER FOOT SLOPE) CRICKET, TYP_1 j,. ' 6/A-1.1 HVAC CURB, TYP i RTU 6 9 RTU 12 77 RTU 5 I a. rn ' CMU PARAPET W' I METAL COPINGi y I U0 1 r� I � 32'x6' METAL CANOPY C° RTU 13 77 RTU 4 Z O 0 w Q.. O J 1n CMU PARAPET W/,.' METAL COPING z ® ! CMU PARAPETS AND PILASTERS W/ METAL 4/A-3.0 .r } COPINGS- a i 1_0 to Q a 0 0 � `- I � I CO I d• I ROOF PLAN 1 SCALE: 1 "=20'-0" o�laloz C.11 B.29 B.03 .22 All-V2 118-155-GCL LPCODE5 s 6/A-3.3 • • REVISIONS PRE -BID SET L POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 "�L RACKING PLAN 06.20.02 :'` CODE COMMENTS 08/13/021&1 REVISION 14 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIO SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04115M2 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITEORATALATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND 15 CONTRARY TO THE LAW. • • c•J • • q C7\ cn I pD W U cn CA rn v O Im A a � o c� O o v) 00 H a a • • QZ .''L W I' N LO O Z cy) �00 m CO w CO � 4uJ z 0 O j cn C3y ea In 0 ¢1__¢Nr C0 00 oa LO '_0 (0 m • ' no U p 0 LL z LL ® C) o LL O L W � (. L H 3: O g( LLJ Q < U) U) Q c• • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: A-1.1 • • • 2 V LOWE R Q P.36 P.02 P N.16 N M.29 M.OS Nh L ( K) J ► H) G F o Z O E a a D C.11 C B.29 B 6.03 A.22 A HOME CENTERS, INC. O P.O. BOX 1111 N. WILKESBORO, NC 28656 LOWEr M N N N LL.1 N M U r) Z a d a Z M REVISIONS � w I PRE -BID SET POST BID SET Q Q I \ \ � Q o I o rn M N Z Z U 0 Q I O ISSUE DATE ZL ISSUE DATE ----------------------- -------------------•-----------� g � �Q O � � ri � U w � N \ rri rri U o m o o U U a DATE DESCRIPTION 1 ri r� O 10 N � �} ro i0cO ►'� O Q Q I \ � \I o • o O 0 o O \ N05.24.02 :2'•. RACKING PLAN QI0O-------- 0 ---------------- ---- --- ----------- I CA 41ni i I I I 1 I I 08.13.02 ® REVISION14 •'•-Y Yv':Y• r::Y �'•'•'•'Y•V'•Y pry irf••.vv`i Oi d•• O i OP �i.•i9� i••' • P i0• •'•VY•• • �•Y• ..1 .. VYiY 'Y�. .•. .• .Y� • ••'•••Y: •• •�sli`I.,� -. •r••��••"•�•�••••, a��•, r♦ •••i••i t �, • J i •i •A❖:•: i•' 'ii 4 •p•,� 4%i�i •i0 • 4' ai �:•'•:�,�,,� y r0 •iii• ti •M. .o�11711 • - -� ra - ;i•O ,.. ,�..•„ r- . `doda• o�ao..�•.d,. �. r �srr�..ar?.ra�....•,vds;,.A�I�'�'•.�ro.aod .. •.. . i p JM: , •y�i ,, :a ..� sP . d° ,.. �' a�yi. ...•...•.., .... KIN ti. a,ra. L�� i ,• �. d >, aZfrowd..S:°:�ir:.�:❖.•isle•:' I ...�$e��:��..�.I��I �4.►�,:w��d e.._ z f�r���:oo ?- - I � ,. 'Oi "Pi.Ati 'i..: i!- i :i< ••`e I - - - - :❖"0 t't:w;S:3s'P. � a :•r7.•' •i �... r7Owwi�• .r I` •! _.>.wy •. .r.!.•,k•Q�w w'i,.. I�•0. .• ai._ I,t � ,w`•.��` I I I qY e,• •,il.w:.'• '< +R• •• aaa •• d ii••••i' O' ��O'd i0 .*. rn. s ai• Z�4� r ,r. 5 t+o}.'t..SAk•fct6: 5h'«£Yb, c •.±u;:'• �<s;a, r i to s u.'Ci t ;553Y �cii+.��r....,.... >": $c+w<¢G,:'W:• rats ,: tit• � `• '`X:S � . Iti .. > n 4 2g41t _ Y.... r r6 . � � • • it tl%i I iiliiit`lie'statazrrn':pemzwwom:�etoowtic•n«�tar�.',c<.I •,,.,<.:,, �.a ........ a......:'%. ... .. +.t:. �. Ir•••r••r ./ .i{. •, r::\i!:i�r'iq:vE•:?'a;q,:I,������!Ia':9��:5�.*Y.� .•h�>4•n{ ....-.� .S✓I,hNM?�:,. .��. ........"o::v. .. + ei • T.O. MASONRY 28'-8" T.O. MASONRY 22 -0 At\B.O. CANOPY 15'-4 I oo B m C U 0 I a Lu � o I Q O O m o00 l�l 0 t' i 0 FINISH FLOOR 0 -0 01H 01G 01E 0'-0" 23'-4" 38'-0" 34'-8" CONTROL JOINTS 25'-4" 82'-0" 116'-8" 2 0„ KEYNOTES 1.01 1.01 EXTERIOR SIGNAGE FURNISHED AND INSTALLED BY LOWE'S. CONTRACTOR IS TO SUPPLY AND INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S. 2.01 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER SPECS. 2.02 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. 5/8"HEAVY DUTY BLACK FABRIC TO 8'-0" ABOVE SLAB, UNLESS SHOWN OTHERWISE, REFER SPECS. 2.03 TRENCH DRAIN, REFER PLUMBING AND STRUCTURAL. 2.04 6"H. CURB W/...''­42" HIGH ­GALV. CHAIN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER^.SPEM. (75;-0" AIN„LENGTH) ; it ;2.05 GALVANIZED CHAIN LINK FENCE W� `�lNYL COAI`E� SLACK 'FABRIC TO 12'=`0"'74:f f �/8" HEAVY DUTY BLACK FABRIC TO 8 -0" A.F.F. W j 2" BLACK FABRIC ABOVE 3.01 CONCRETE RETAINING WALL. REF': STRUCTURAL " 3.02 C T SIDEWALK 3.03 TOOLED JOINTS IN CO CRETE REF: STRUCTUR LA .04 CONCRE LED ISLAND, REFER TO CIVIL DRAWINGS AND STRUCTURAL. INFILL BY BUILDING CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR. 3.05 CONCRETE PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL 3.09 1 /2" COMP. JOINT FILLER W/ SEALANT (FULL DEPTH OF JOINT) 4.01 BUILDING EXPANSION JOINT. 4.02 CONTROL JOINT, TYP. 4.03 SINGLE SCORED SPLIT FACED CMU 4.04 SPLIT FACED CMU 4.05 SMOOTH FACE CMU. 4.06 4" H. RADIUSED CMU ACCENT BLOCK I I a w E a F a G H J 0 K L Z aF-a o u_ ? o p i w N wg w Z l� O O z D O O 00 O i r� O C9 O C� QI p QI 0 Q U U \ JC14 ; T.O. STEEL o o 0o o >ri � 44 -0 ' � 6 �f 4 0 Oo AT FENCE ----- - MAI k m 19 - - - 37 -4 fn/: -4 32'-8" 31'-8 2` "�28 -0 28'-0 23 -4' 23 -4t 28 -0 28 -0 , 156 -0 .34. 188 -4 221'-0" 252 -8 280 -," ` 308'-8 `` 332 -0 359 -4 f 383'-4' 411'-4 439'-4 4 Q NOTE: `. w U U J as\ w SEE ROOF FRAMING PLAN 5-2.1 FOR ) Z D 0 � ROOF TOP UNITS AND LOCATIONS ZX Nd0 L,I Of s > oo..QCoS N >_ (D I - a n m L'iw tLg2 I- z O W U L` 8 I 9 0 1 2 0 0 3 �o7-?�a 4 LA_ ZO� � ~ Q D z 3 A-2.1 m a m m N 3 ULi ---------------• --_ F- 1- r7 ~ do OLL O Z • O O I O OLLIJO::)ch M jgLT.O. STUD MASONRY Q � 28 -8 1 T.O. MASONRY I - 24 -8 I T.O. FENCE 77'12 -0 FINISH FLOOR FINISH FLOOR jk��-----------■ 0 -0 :.,.. ,...,.-. ,.... -........ ` NOTE: WRAP SPLIT , FACED CO CMU FROM FRONT ELEVATION AROUND SIDE E L EVAT I O N CORNER TO 2`-0" C.J. i SCALE: 1 "=20'-0" A-1.0 2'-0" 2'-0" L � V I w z_ U ............ slim 'Al _ - l I I IL C C: -. . 148' -4" SCALE: 1 "=20'-0" I Q M z o N N.03 W z P z Q a R V 0 U Q ~ o LL_ m L I 0 O O I w 0 z _ z o_ W i p j 0 p Q M O m Q 0 U QI 0 O O I O O O O O t` m m n O O 00 0 00 0 30'-0" 469'-4" 0 z Q m 5 I- z W U U w 34 45'-4" 35'-4" 4'-0" A 514'-8" 552'-0" 586'-0" 2'-0" 0 z !Q cn 516'-8" o Y D ofwU O c� c� :) n- Q 0_ cn wZ F-YZ z�CA�oo REAR ELEVATION 4 Oppp SCALE: 1 "=20'-O" I 6 i 0 N 4 4. U I � W a� W J W Z) < 1:5 U C m U 0 0 0 0 a o o0 T.O. MASONRY 27 -4 I I ' - 20 _OMASONRY - -L -L -1 -1 LT -V T.O. MAS - I 22 -0 1 FINISH F 2e 0 -0 2 2- 7 A-2.0 AT FENCE 257'-4" RIGHT 3 SCALE: 1"=20' ul w z 0D U A-1.0 A-1,0 ELEVATION -0" A-1.0 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS. INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC S:TE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT 13 NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND 15 CONTRARY TO THE LAW. • me 9 u 6 Y5 Yo4 w Y o (z) 1 0 v) LL. w t� I c� • w w v> O z z Q z U CID O J J \ J Q CV Il" O Z O z Ln 0 Z U LO ZO 2 Y n 2 W = _40 Z U n coOzQ c6 0 zLn a_ Q nNq 04 js� I o o mL0It Q .. Q = W N O 0 I I � =W 0 o m U � � (D U D 4 I I` M _ 4 T.O. MASONRY ~ Z f 1 - '.ti Si 4 W w O V/ ¢ I FINISH FLOOR W O 17C 176 17A 9 8.. 7 f.. .. ....f ..... - _ , r. i 16B 15 / 0 -0 W 00 _- o N " W INTUMESCENT PAINT h+i M ::2. +: 6.02. 4x8x3/4 CDX PLYWOOD W/ TOP 0 9 -0 AFF, PAINT BOTH SIDES / E PRIOR TO MOUNTING. LEFT E L EVAT I O N 7.01 DIRECT APPLIED ACRYLIC FINISH SYSTEM BY E.I.F.S. MANUFACTURER ON SMOOTH FACED 2 SCALE: 1"=20'-0" A-1.0 • 04, • CMU W/ FLUSH JOINTS; 7.02 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.03 SHEET METAL OVERFLOW SCUPPER a w p m J< W 7.04 ALUMINUM CANOPY. REFER SPECS AND ROOF PLAN. 3 Q a Q ¢ 4 U) Q Y 4 � d z UN z w I ED METAL COPING. REFER TO PF- FINISHES. a 0 � � w w o Z (n v z O z w O O z �. i cn w U) 0 N 7.06 E.I.F.S. CORNICE 4 z w O z Q �- �o z F Z ow F I I g a � g -J Q 7 � m0 6 O O 5 4 3 zg= O O 0 O7.07 NOT USED oQ n:2 �i w W Q pQ 1- o w �Q�ww z o Ow~ o Q 0 J C9 m' J W I °� L,iO�w O O Z �UJw 7.08 STANDING SEAM METAL ROOF 0 z v) = a w ICY- U) m w o � z O o w w z D_ 7.09 METAL GUTTER, PAINTED g W w 0 w "- 't 'z Y Y a cj 0 w z rJ -' z w w g Q z O z m i; z o U w z o aozm JQ ,,� z w o m U�w C� -1 : > O O w O I'� O O O> p O OZO� J� O �� I � m C7 ; 'L� U c� I 0 0 O U C� 0 O Q I U r 0 cn F Q w co U 7.10 METAL DOWNSPOUTS, PAINTED Q m 3 v \ Y Z W 7.11 EDGE OF CANOPY ABOVE �\ o N w m O w N w Q a w o 0 O O O O O O O O O O 0UJ 0 O Om O D'� F- O O W Lf) (y r ( OD �t M 00 O 1- J O H- O F- OD Q U U U 06 0 r+ 00 0 0 00 N aA� o o Q � cn w o D'ci1 mU(n Z 00 �� E039��� 01-O Q 7.13 METAL CANOPY, PAINTED �` ` + z cn a cn v Y O O c 8.01 OVERHEAD DOOR -- - tZ _ a � O o 8.02 HOLLOW METAL DOOR AND FRAME TYPICAL, PAINTED. w 8.03 ALUMINUM STOREFRONT. T.O. FENCE 8.04 AUTO -SLIDER DOOR, REFER A-6.0 - - • • 8.05 SHADE STRUCTURE, ,"••• •., � .� .� REFER SPECIFICATIONS o ORIGINAL 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, Aj FINISH FLOOR ISSUE DATE: 04/15/02 -tj SHALL MEET ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW �' ^'` ' ' `�^-^-^ 168 i 15 0 -0 PERMIT SET 1f 10 �• 'Z''� 01D 01C O1B 11.01 TRASH COMPACTOR, NOT IN CONTRACT 17c 17e 17A 5 A-2.1 .. ,4 ISSUE DATE: 04/15/02 0'-0" 14'-8" 41'-4" 34'-4" 22'-8" 23'-4" 23'-4" 22'-0" 22'-0" 20'-8" 21'-4" 27'-4" CONSTRUCTION SET 11.02 )OCK SEAL, REFER A-2. , " » " " ISSUE DATE: 4 CONTROL JOINTS 14'-8" ,� 56 -0" 88 -0' 1 10'-8" 134 -0 157'-4" 179 -4' 201 -4 222'-0 243 -4 270 -8 LEFT 03 DOCK LEVELER (PIT MOUNTED) REFER SPECS. REAR ELEVATION Q DRAWING NUMBER: 11.04 DOCK LEVELER (EDGE OF DOCK MOUNTED) REFER SPECS. 6 SCALE: 1"=20'-0" A-1 0 ELEVATION/SECTION 0311 V2 1 .01 ACCE A-2,0 NT PANEL 16.02 ACCE SCALE: 1 "=20'-O" A-1.0 11 -15 DEL • 0 4.07 SINGLE SCORE SMOOTH FACE CMU z I w w O • • 4.08 AREA FOR FUTURE OVERHEAD DOOR OPENING, B.O. BEAM 0 14'-0" A.F.F. 5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 FOR LADDER DETAILS. 5.02 TUBE STEEL BEAM 5.03 TUBE STEEL COLUMN 5.04 DOWNSPOUT COVER, PAINTED 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L. W/ BOT. 0 9'-6" A.F.F. REFER A-2.2 5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'-0"L W/ BOTTOM 0 9'-4" A.F.F. (INSIDE & OUTSIDE) REFER A-2.2 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOTTOM 0 13'-6" A.F.F. REFER A-2.2 5.12 FORKLIFT DAMAGE PREVENTION BARS 6'-0"L W BOTTOM 0 9'-6" A.F.F. REFER A-2.2 5.13...4"-..PIPE BOLLARDS, .REFERr DETAIL ._3/S-3..?:' NUMBER AND" LOCATIONS PER ARCH. PLANS/:'. AND DQOR DETAILS. 5.14 6" PIKE BOLLARD REFER DETAIL 3/S-3.2, NUMBER AND LOCATIONS PER ARCH. CLANS AND DOOR dETAILS, .:.., . 5.15 CONCRETE STAIRS; REFER TO 1 /A-5.0 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1/2" DIA.x4" EXPANSION BOLTS, COUNTERSINK, 03'-0" O.C., MOUNT W/ BOTTOM 0 5" AFF MIN. Ll - KEYNOTES 1.01 1.01 EXTERIOR SIGNAGE FURNISHED AND INSTALLED BY LOWE'S. CONTRACTOR IS TO SUPPLY AND INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S. 2.01 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER SPECS. 2.02 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. 5/8"HEAVY DUTY BLACK FABRIC TO 8'-0" ABOVE SLAB, UNLESS SHOWN OTHERWISE, REFER SPECS. 2.03 TRENCH DRAIN, REFER PLUMBING AND STRUCTURAL. 2.04 6"H. CURB W/:%42" HIGH GAa` CHAIN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER SPECS., (75'-0" IN LENGTH) _ ; 2.05 GALVANIZED CHAIN- LINK 'FENCE- V VINYL COATED BLACK FABRIC TO 12'-0" A.F.F. 5/8" HEAVY DUTY BLACK FABRIC TO 8-0" A.F.F. W/ 2" BLACK FABRIC ABOVE 3.01 CONCRETE RETAINING WALL. REF: STRUCTURAL 3.02 0 R IDEWA K A 3.03 T00 ED JO NT IN CONCRETE REF: STRUCTUR 3.04 CONCRETE FILLED ISLAND, REFER TO CIVIL DRAWINGS AND STRUCTURAL. INFILL BY BUILDING CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR. 3.05 CONCRETE PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL 3.09 1/2" COMP. JOINT FILLER W/ SEALANT (FULL DEPTH OF JOINT) 4.01 BUILDING EXPANSION JOINT. 4.02 CONTROL JOINT, TYP. 4.03 SINGLE SCORED SPLIT FACED CMU 4.04 SPLIT FACED CMU 4.05 SMOOTH FACE CMU. 4.06 4" H. RADIUSED CMU ACCENT BLOCK 4.07 SINGLE SCORE SMOOTH FACE CMU 4.08 AREA FOR FUTURE OVERHEAD DOOR OPENING, B.O. BEAM ® 14'-0" A.F.F. 5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 FOR LADDER DETAILS. 5.02 TUBE STEEL BEAM 5.03 TUBE STEEL COLUMN 5.04 DOWNSPOUT COVER, PAINTED 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L. W/ BOT. ® 9'-6" A.F.F. REFER A-2.2 5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'-0"L W/ BOTTOM ® 9'-4" A.F.F. (INSIDE & OUTSIDE) REFER A-2.2 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOTTOM ® 13'-6" A.F.F. REFER A-2.2 5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-0"L W/ BOTTOM ® 9'-6" A.F.F. REFER A-2.2 5.13 4" PIPE, BOLLARDS, REFER DETAIL 3 S.-3.,2,:`` NUMBER AND LOCATIONS PER ARCH PLANzt AND DQOR DETAILS 5.14 6" .PIPE BOLLARD NUMBER •AND LbCATIONS PER ARCH. PNo -AND DOOR DEfiAILS. ,........ _ .�..�. 5.15 CONCRETE STAIRS, REFER TO 1 /A-5.0 6.01 200 CART GUARDS (STAIN GRAY) ATTACH W/ 1 /2" DIA.x4" EXPANSION BOLTS, COUNTERSINK, 03'-0" O.C., MOUNT W/ BOTTOM ® 5" AFF MIN. 6.02 4x8x3/4" CDX PLYWOOD W/ TOP 0 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT PRIOR TO MOUNTING. 7.0,1 DIRECT APPLIED ACRYLIC FINISH SYSTEM BY E.I.F.S. MANUFACTURER ON SMOOTH FACED 2 _CMU W/ FLUSH JOINTS 7.02' EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.03 SHEET METAL OVERFLOW SCUPPER 7.04 ALUMINUM CANOPY. REFER SPECS AND ROOF PLAN. 7. PREFINISHED METAL COPING. REFER TO PF- FINISHES. 7.06 E.I.F.S. CORNICE A 7.07 NOT USED 7.08 STANDING SEAM METAL ROOF 7.09 METAL GUTTER, PAINTED 7.10 METAL DOWNSPOUTS, PAINTED 97.12 DGE OF CANOPY ABOVE E.I.F.S. MEDALLION 7.13 METAL CANOPY, PAINTED 8.01 OVERHEAD DOOR 8.02 HOLLOW METAL DOOR AND FRAME TYPICAL, PAINTED. 8.03 ALUMINUM STOREFRONT. 8.04 AUTO -SLIDER DOOR, REFER A-6.0 8.05 SHADE STRUCTURE, REFER SPECIFICATIONS 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW 11.01 TRASH COMPACTOR, NOT IN CONTRACT TAPER FACE OF 11.02 DOCK SAL, REFER -2.1 4 SHELTER ACCORDING 11.03 DOCK LEVELER PIT MOUNTED REFER SPECS. TO MANUFACTURER'S ( ) RECOMMENDATIONS r11.04 D�CN L R D E OF DOCK MOUNTED) REFER SPEC FIXED FRAME 6. 1 IGHT SHELTER 16.02 ACCENT PANEL STEEL BUMPER GUARDS SEE SITE GRADING PLAN FOR SLOPE. T.O. MASONRY \-F 30'-8'" \ T.O. MASONRY_ `t T.O. - STEEL = 18 -4 - B.O. - OL BAND = 11 -4 - t = T.O. &R e FfW 1 n I FINISHES P-1 F-1 BLACK VINYL COATED FAB. (FENCING) PF-1 WHITE (PREFINISHED) P-1 LOWE'S LIGHT GRAY (PAINT) PF-2 LIGHT GRAY (PREFINISHED) o U) d P-2 LOWE'S MEDIUM GRAY (PAINT) PF-3 LOWE'S BLUE (PREFINISHED) m a �7_ a m Iwo P-3 LOWE'S DARK GRAY (PAINT) PF-4 LOWE'S RED (PREFINISHED) O U ►- � w zZwIW- P-4 LOWE'S RED (PAINT) EF-1 LOWE'S LIGHT GRAY (E.I.F.S.) _ m L>il "j w I w I LJ O I d Q LL_ C r� P-5 OSHA YELLOW (PAINT) EF-2 LOWE'S MED. GRAY (E.I.F.S.) LL O uj � w ui ui �O U LL P-6 WHITE (PAINT) EF-3 LOWE'S BLUE (E.I.F.S.) R 0 Q m Q vi 0 0 ;> 0 o o Q o P ,ml NA NATURAL ANODIZED (ALUM) EF-4 SW 2137 EVEREST WHITE (E.I.F.S.) z t- _j In Li U m m I- U Li p . J O -t a O • O O O NOTE: SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. UNLESS SPECIFICALLY CALLED N O O ro � O r 0 U OUT, CONTACT MANUFACTURER FOR LOWE'S NATIONAL ACCOUNT COLOR FORMULAS. 2. T.O. FRAME -- 30 -8 T.O. OIL MASONRY/FRAMEV7�T71 _- ;1, „ 28 -8 - o -- 11 -15 EQ. Ad T.O. TUBE STEEL ' _ ,•❖•••,•❖•,•❖• •❖•❖•❖•❖d•❖•; •❖•❖•❖•••.•❖•••O❖•❖•❖•❖•••. •P•Od••d•.•�•p.•0•�•d0•ppp d•••i ydOd•? 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ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PRFPARED FOR USE ON A SPECIFIC SITE AT SANFORD. FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04115'02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW, a n rnr.Inw �:. 0 z0 N Ni < m < W I � w � LL z O W O O Li U) C� U r2 U ui U W Z J U) ._.I N m Q Z M.0 M � o w = O fi.I LL.i z (n E b i U U c0 N to N O O O O O _J O O 0 1- 1_ O 00 t N U 0 EO.7 W EVEN W/ FIN. FLR. -0 o1A I _ c"L., y 1 O 0 � EDGE OF SLAB ..,.....-..... ... _,.� _.,...._..�..;�_ ....... ... OI - ...._ I , .- - EOD LEVELER OR DOCK ��-�`--- - � � "`-�`-- `" - ----- LEVELER. SEE 4" BUMPERS SPECIFICATIONS FOR 7�7 OF DOOR AND DOCK MANUFACTURER (LEVELER L VELER OR E.O.D. DOCK A�,r-DOOR... 1 k"GNLY) LEVELER SIDE ELEVATION FRONT ELEVATION DOCK SHELTER 5 SCALE: 1/4"=V-0" A-2.0 0 I A a :2 I tL J Q LLJ m w O d I _j Z LL 2 z 0 I U M r7 w U CL-1- LLO O LLj U ~ CL d H d U al ui o V w m U O O tL O 2 4n m I Dw �� w I �. � Q z U 1J U) w U- O -. O O E U I- LEI O w �.._.._.. .._.._....... _. ENLARGED ELEVATION 4 SCALE. 1/8"=V-0" A-2.0 zcn O U w m0 A vz�:_j �a<a I I W a >0 LQ U n OZ 1 , wUz 0oZ w J J UF-WU w d viowUz;2 O t m :2 D O W U Lli U U Q U = Q w p 0La U O O O O O O O I 0 z cn O O U W (A.r d `, � a oA4 4 I 00 Q 0 U 0 m c�ILL Z �oQ 0 \ J P7 Z i I w Z \i LL_ Q wo ow n WwUa: _J = w U w 1--wU w' LLJ ;E.O w :2 m :2m m M • m • - ^ �1^1 00 N � 0 zM 0- of L0 m co W� U JM Z Y W U O W (j> Q �w z 1­ -o co000 00 co Lo w u M U tw Ln rrr � ••`s1.:• • • 0 °° 0 u I, O O d T.O. FRAME i 38 -6 w O U O O U O - cv I� r Ln n OD I- r 12 \ 7U L,J Q U U F- Q U W U M : 2;. T.O. FRAME m N tp cD M N� N c0 t� dcoos)) m"q ll� � ;sa . • o 0 0 �a a o 0 0 0 \\t33 -6OT.O. FRAME T.O. MASONRY U 0 0 0 i it 0 � i W T.O. MASONRY 30 -8 {OL 30 -8 I f �; '-2" 5'-2 0 -8 3 �/ J U t,. N T.O. _ t T.O. MASONRY/FRAMF�,` MASONRY FRAME T.O. - Z Q.1 -4 EQ I O I I 28^r�r O Q MASONRY FRAME - 28 -8 wc� i I 28 -8 - - - - - - - - - --�------- - I T m I- -- - - -- - w - - - - 4'-0' - I 4 -0 - -- - TYP. I a i �I I I 3 I i > O 00 - -------- of TYP. --_ - I f I > J J r� o _ I i i L.... Uw .� LL 3 i - _ EQ. > - I , s T.O. STEEL LL W E. o T.O.STEEL I. I L l 18 -4 0 T.O.STEEL E0. w �r EQ. 18'-4 O E o l 18 -4 _ a ALIGN---- ALIG .. _ (_%� - - - 0 O o1 4 00 1 - - z a/ W LLLL T.O.MASONRY "\ ; , ; ..- B.O. BAND 'Q W z Z v 1 1 -4 �- i JOIST BEARING ;� _ - Z ' 13 -4 - - > I ---- X Q o UJI > - `ORIGINAL 0 - -- i ISSUE DATE. 04/ 15/02 - ? 'PERMIT SETIIIIIIIIII I F I J 04/15l02 j -- T.O. SLAB ISSUE DATE. T.O. SLAB � ,0,-0 CONSTRUCTION SET Ll Lj LL1T.O. SLAB Ise 0 -0 3c 15 < 2 '" ISSUE DATE' 0 -0 23A - - �.�•.�,�.�� _,; ,_., �._=�_� DRAWING NUMBER: OILT.O. CURB �, ENLARGED REF: CIVIL ELEVATION ENLARGED ELEVATION ENLARGED ELEVATION ........: SCALE: 1/8"=V-0" A-2.0 DA28V2 A-2. 1 SCALE: 118=V- " A-2.0 2 SCALE: 1/8"=V-0" A-2.0 3 0 719-155-GCL LPCODE5 • 1 �LaWErSr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 ® S REVISIONS FIRE RESISTANCE RATINGS - ANSI/UL PRE -BID SET POST BID SET 1999 FIRE RESISTANCE DIRECTORY O I UEH. DESIGN NO. U428 NONBEARING WALL RATING - 2 HR I I I 4 3 4 1 3 FLOOR 1. FLOOR AND CEILING RUNNERS "J" -SHAPED RUNNERS, 2-1/2 IN. WIDE WITH UNEQUAL LEGS OF 1 IN. AND 2-1/4 IN., FABRICATED FROM 25 MSG GALV STEEL. RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT MORE THAN 2 IN. FROM ENDS AND NOT MORE THAN 24 IN- OC. 2. STEEL STUDS "C-T" SHAPED STUDS 1-5/8 IN. WIDE BY 2-1/2 IN. DEEP, FABRICATED FROM 25 MSG GALV STEEL. CUT TO LENGTHS 3/4 IN. LESS THAN FLOOR TO CEILING HEIGHT AND SPACED 24 IN. OR 000 MM OC. 3. GYPSUM BOARD* 1 IN. THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN NOM. 24 IN. OR 600 MM (FOR METRIC SPACING) WIDTHS. PANELS CUT 1 IN. LESS IN LENGTH THAN THE FLOOR TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN T' SHAPED SECTION OF C-T STUDS. FREE EDGE OF END PANELS SECURED TO LONG LEG OF J RUNNER WITH TABS IN RUNNER OR 1-5/8 IN. LONG TYPE S SELF -TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT MORE THAN 12 IN. OC. AMERICAN GYPSUM CO -- TYPES AG-C, AG-5 CONTINENTAL GYPSUM COMPANY -- TYPE CG-C JAMES HARDIE GYPSUM INC -- TYPE HARDILINER NATIONAL GYPSUM CO -- TYPES FSW, FSW-S PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -- TYPE PG-10 STANDARD GYPSUM L L C -- TYPE SG-C TEMPLE -INLAND FOREST PRODUCTS CORP -- TYPE TP-6 4. GYPSUM BOARD* 1/2 OR 5/8 IN. THICK, 4 FT WIDE, APPLIED IN TWO LAYERS. BASE LAYER ATTACHED AT RIGHT ANGLES TO STUDS AND SIDE "J" RUNNERS WITH 1 IN. LONG TYPE S SELF -TAPPING STEEL SCREWS STARTING AT 2 IN. FROM THE FLOOR AND CEILING RUNNERS AND SPACED A MAXIMUM 24 IN. OC ALONG THE VERTICAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER ORIENTED PARALLEL TO STUDS AND SIDE "J" RUNNERS AND ATTACHED WITH 1-5/8 IN. LONG TYPE S SELF -TAPPING STEEL SCREWS, STARTING AT 3 IN. FROM THE FLOOR AND CEILING RUNNERS AND SPACED A MAXIMUM 12 IN. OC ALONG THE VERTICAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER JOINTS COVERED WITH PAPER TAPE AND TWO COATS OF JOINT COMPOUND. EXPOSED SCREW HEADS COVERED WITH TWO COATS OF JOINT COMPOUND. AMERICAN GYPSUM CO -- TYPES AG-C, AGX-C CONTINENTAL GYPSUM COMPANY -- TYPE CG-C JAMES HARDIE GYPSUM INC -- TYPE MAX"C" NATIONAL GYPSUM CO -- TYPES FSW-C, FSW-G PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -- TYPES PG-C, 5/8 IN. TYPE C. TEMPLE -INLAND FOREST PRODUCTS CORP -- TYPE TG-C 5. BATTS AND BLANKETS* (OPTIONAL) -- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. ANY MINERAL WOOL OR GLASS FIBER BATT MATERIAL BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE. 5A. FIBER, SPRAYED* AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 5) -- SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. NOMINAL DRY DENSITY OF 3.0 LB/FT3. U S GREENFIBER L L C -- Cocoon stabilized cellulose insulation. BEARING THE UL CLASSIFICATION MARKING oULDETAIL U428 SCALE: NTS r11 : SPRINKLER PAINTING NOTES: 1. PAINT ALL SPRINKLER PIPING INSTALLED WITHIN THE BAR JOIST AREA OF THE SALES, STORAGE, RECEIVING, CUSTOMER SERVICE CANOPY, AND THE GARDEN CENTER CANOPY. COLOR SHALL BE WHITE TO MATCH THE PAINTED AREA. 2. PAINT ALL SPRINKLER PIPING THAT IS INSTALLED WITHIN THESE AREAS, FROM BOTTOM OF BAR JOIST TO FINISH FLOOR. COLOR SHALL BE "OSHA RED". 3. PAINT ALL SPRINKLER PIPING INSTALLED WITHIN THE FRONT OFFICE AREA FROM BOTTOM OF CEILING TO FINISH FLOOR. COLOR SHALL BE "OSHA RED". 4. SPRINKLER PIPING IN THE SPRINKLER ROOM, JANITOR AND UTILITY CLOSETS, THE REAR ELECTRICAL ROOM, AND THE STAGING AREA ARE EXCLUDED AND WILL NOT RECEIVE ANY PAINTING OTHER THAN FACTORY PAINT. 5. MAKE SURE ALL SPRINKLER HEADS ARE PROPERLY COVERED BEFORE PAINTING. 6. IF ANY SPRINKLER HEADS ARE PAINTED, REMOVE THEM AND REPLACE WITH NEW HEADS TO MATCH. C� NOT USED 9 SCALE: NTS FIRE RESISTANCE RATINGS - ANSI/UL 1999 FIRE RESISTANCE DIRECTORY DESIGN NO. U905 BEARING WALL RATING - 2 HR NONBEARING WALL RATING - 2 HR 1. CONCRETE BLOCKS" - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3• PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERUTE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION 5. FOAMED PLASTIC* - (OPTIONAL - NOT SHOWN)- 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (REM 1). CELOTEX CORP. - TYPE THERMAX * BEARING THE UL CLASSIFICATION MARKING UL DETAIL U 905 8 SCALE: NTS A B C ;1 f =w i J N y % I--• Z w o t o w ! `, G to Q Li ¢O¢ Li U _J � t W l 0_ C� w w 1 O Q O -I m LiQ !- W Lp 1- r W (n0 (n 0_j Q i wm 5 >J O ow XUJ V) >z ZQ Zw 1 �Ti_ z � -I 0 _j _ a w c� Ir 0 Cj 7) >- <t gLCEILING 9-0 > CO aI- m ::E(nmv)UJ; L_0]i: U OL B.O. SOFFIT t l AL FINISH FLOOR --_. \ :...... `. ; :.'.::..:.::.. '.:.'.:..::.:..:..::..:. 1 0 -01, J 25 28 !': -- fE L E VAT I O N a@ ALCOVE 129 7 SCALE: 1/4"=T-0" A-1.0 CEILING 9-0 OIL B.O. BULKHEAD 7'-0„ FINISH FLOOR 0,-0„ • � t Z w r ' V) Q O L� % CIE) J i � ? ' i Iw , U f U) _! Q l , l - J LL <2` w J rn z w U ¢ �' O zr,..f..._„I � wJ w w 0 Z � o Z - U � ,� O' COCO w] (' f J J w U I-- o Q!: m (n w 1C`, (n ~'w1 L'I z`� l < ;. l ,•t < f. E j z` TID t / �j • .1 i Lc. z - QW O O :2T, O D_W I cD U) Gi v' C� 28 ELEVATION 2 ALCOVE 129 6 saiorrwnn��r�i SCALE: 1/4"=V-0" A-1.0 y y YF T y y y <;> >> OVERHEAD DOOR SIGN. REF: DOOR .. ,...... ..., DOOR 02C ON A- .0. _ CMU WALL 02C CMU WALL BO M (PAINTED) B.O. BEAM B.O. BEAM ... (PAINTED)` 0 2 -0 E`El J F 1] - CTJ J CJ CJ 01 F ;I J 23 -4" J 23 -4" J 2.3'-4" 02A 58 -0" J 18'-4" J 18'-4" 04 30'-8" J 10 1 1 A 42'-8" J 35'-4" 35'-4" J 01 A 28'-0" 11 0 -0 336'-8" 313'-4" 290'-0" 266'-8" 208'-8" 190'-4" 172'-0" 141'-4" 98'-8" 63'-4" 28'-0" T m y y yj YH y YF YE YD A. :2:: ( C YB , n .... f1.... ... FINISH FLOOR 0 -0 COLUMN LINE 2 ELEVATION 5 SCALE: 1"=20'-0" A-1.0 T � � 2 MSONRY T.O. 9 -4 CMU WALL (PAINTED) 2 2 2., �2 -�` `.j CMU WALL (PAINTED)-\ 2 'I B.O. BEAMq�, 14 -0 ,( ❑ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ 17D 1�F 19 01J J 34,-4„ J ? 01E ! -37,- J „ 4'-Fi J ` 01G 38 -0 �•-- ; J 01H ...18 =� J " :...: - 25,-4" 11 0 -0 4'-0" 1 2'-0" w SECTION UNI-TRACK (ATTACH TO BOTTOM OF BAR JOIST) BOTTOM OF BAR JOIST BEYOND WALL 3/8" CHAIN 1'-6" 3/8" DIA. BOLTS WITH EYE -LET, NUT, & WASHER 6" DIA. SDR 35 PVC (PAINT OSHA BOTTOM OTTOM FINISH FLOOR 0 LENGTH VARIES w Q SEE A-1.0 Q w w FRONT VIEW FINISH LEGEND O PPG -FOG SW -BIG CHILL DEVOE-NICKLE ENTERPRISE -WARM PPG -GRAY STONE SW-SILVERADO DEVOE-METEOR ENTERPRISE -STRATUS 0 PPG -SIDE WALLS WHITE (SAME COLOR AS ROOF DECK) FROM BOTTOM OF BAR JOIST TO METAL ROOF DECK FINISH FLOOR 0-0 COLUMN LINE 8 4 ELEVATION SCALE: 1"=20'-0" A-1.0 FINISH FLOOR o —0 2 ELEVATION SCALE: 1"=20'-0" A-1.0 SS DAT SS DATE DATE DESCRIPTION 05.24.02 ZZRACKING PLAN 08,13.02 ® REVISION 14 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04liSN2 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORAT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLYLICENSEDARCHITECTSANDEN01 EERS. REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. ! • me m 0 LU z U _ m OBI t> .� LL r U) 0 C:)® _j W U_ 0 T. w w W < LL z v z F' 0 0 Z 0,5 ..,.I W {iJ Q ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: r FINISH FLOOR DRAINING NUMBER: FORK LIFT CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ 0'-0"� PREVENTION BAR 22 ELEVATION °A22v2 3 SCALE: 1/2"=V-0" A-1.0 110GEL 1 SCALE: 1=20 -0 A-1,0 LPCODES 0 AMM2.2 � e PRE --FINISHED (}!YH.ITE)lJ". r,... . METAL COPINCT­` LOWENV , PRE - FINISHED 1'-1" �f,_ ' 6 ' I METAL ICOPING (WHITE) 1 1 2 EIFS APPLIED J METAL COUNTER / I I I i 8 HOME CENTERS, INC. FLASHING W/ CLIPS PREFINISHED„EDGE TO 1/2" EXTERIOR I i I .a P.O.BOX 1111 N. WILKESBORO, NC 26666 I i i METAL COUNTER � SHEATHING ON 6 I i I I r.....,,: _\ e \ _ FOR METAL COPING FLASHING, `T I r I I FLASHING• W� CLIPS e OVER MEMBRANE MEMBRANE FLASHING i f 7.0. STUD '�^ STUDS, REFER ' - ;; FOF� METAL COPING _, STRUCTURAL FLASHING ON 2 C\ 1 11P SEALANT � ' � .2�. � � % j J -, .OVER MMEMBRANE ,`2,` EL VARIES - I LAYERS 3/4 P.T. I I I . ,....,. r :....,. \.. T_O .EST \ I' ,._ FLASHING N C.ONT, SEALANT I PLYWOOD SURFACE APPLIED BASE CO 1 ` LINEAR MTL. DECKING IE BASE RIGID INSULATION r � < i i I - •EL VARIES r \ SHING 0 , 2;•-' - '' CONTINUOUS CLEAT � I I t LAYERS-•-3`f 4 F.T. ,, 1 /2 I I , COAT, PRIMER AND ACRYLIC SINGLE PLY ROOFING T.O. STEEL _ I I & EDGE TRID P-6 CONT. SEALANT , PLYWOOD 00 I FINISH PER E.I.F.S. MFG. MEMBRANE. EXTEND EL 18 -4 - I \ i r - 1/2' CONT. SEALANT \. CONT. SEALANT OVER SMOOTH FACED GMU 1 1/2 I ` i _..'-`...:, ..v..' o0 `•I I DOWN FACE OF CONTINUOUS ALUMINUM i I CONTINOUS SEALANT ' WITH FLUSH JOINTS --�\`` » ' �..• ,. WOOD BLOCK I I i , 1 2' EXTERIOR RAKE JOINT WITH �_�r> - I PAINTED TUBE STEEL / I METAL DECK AND FLASHING AND SHEATHING BOARD CONT SEALANT GROUT COLLAR SEALANT. BACK PAINT I I i BEAM I METAL TRACK \ STEEL JOISTS. FLASHING WITH i 1/2' EXTERIOR fi /< JOINTS SOLID a I � REF: STRUCTURAL ¢ \! REFER STRUCTURAL BITUMINOUS PAINT I I I SHEATHING BOARD - REFER _ I METAL TRACK 1 ! 2" RADIUS CMU TREATED WOOD PRIOR TO E.I.F. {• (SEE SHEET / _ i ', . j< BLOCKING INSTALLATION. I I_. co A-2.1`,FOR COLOR) , ;- " �! CONTINUOUS STEEL , ;,.._. , .,,:...-... ,.., (SEE SHEET ' E.I.F.S. ON E.P.S. BOARD I SINGLE PLY ROOFING B.O. RADIUSED CMU _ :,, ANGLE. REFER 3/8" LAG BOLT AT i I STEEL COLUMN - ) MEMBRANE ADHERED TO'+ EL 3 -4 STRUCT. 48" O.C. MAX. i i BEYOND, WHERE co A-2.1 FOR COLOR i ON E.P.S. BOARD SINGLE PLY ROOFING { i 1/2" EXTERIOR SHEATHING 12" SPLIT -FACE CMU /< � a� � I � INDICATED ON MEMBRANE ADHERED TO UP AND OVER TOP OF (g @ SIM) - `' `' iC ` � � � I ELEVATIONS & 1/2 EXTERIOR SHEATHING �. PARAPET I I i SECTIONS UP AND OVER TOP OF .....;.. 4» I PARAPET ..... CHAINLINK FENCE 1/2 I r AND POSTS REFER \. 4 4" 2 6" 10" ( i ; PLAN FOR ✓' ..:r, LOCATIONS. DETAIL CAP FLASHING AT CMU ,....t AIL FLASHING @ EIFS SCALE: 1 1/2"=1'-0" A-3.0 'f . SCALE: 1 1/2"=1'-0" A-3.0 SCALE: 1 1/2"=1'-0" A-3.00 - • ••- 7 SCALE: 1112"=V-0" A-3.0 4 CORNICE i PRE -FINISHED METAL COPING F-2 SEALANT VV "= `- ° SCALE: 1 1/2 -1 0 2/A-3.0 6/A-3.0 _- - 2x TREATED WOOD T.Q. STUD 1 EL 28 -8 `�' r - BLOCKING - - - - SINGLE PLY MEMBRANE OLT.O. STUD ROOFING ON 1/2" EXTERIOR ` EL VARIES I I SHEATHING, EXTEND UP AND Q CLEAT SHEATH • N •-- SEALANT °I I. OVER TOP OF PARAPET I I 1 1/2 EIFS ON 1/2 I NOT USED I SCALE: 1 1/2"=1'-0" A-3,0 i'-...i i ... -! J EXTERIOR SHEATHING ON 6" .; I I ' `•.. � 1 • I METAL STUDS REF: STRUCTURAL 1 i I I I SINGLE PLY ROOFING MEMBRANE ADHERED TO C.11 e • SHEATHINGEXTERIOR CROWN CORNICE 4� ---- i � � A.22 TO DRAIN REFER CAP FLASHING CROWN CORNICE TO 1O/A-3.3 METAL STUD SHEET METAL I I DRAIN CMU WALL BEHIND 2 PRE -FINISHED I REGLET I " 10.. SCALE: 11/2"=1'-0" A-3.0 0 METAL COPING ON E.I.F.S. CORNICE Q MANUFACTURED METAL I10CRONICE 41'_g'� 16'-O" CORNICE ON COLUMN CMU WALL BEHIND CROWN CORNICE TO R BEYOND o I I > ( CORNICE PRE -FINISHED METAL COPING � �_ �--- CMU WALL BEHIND CORNICE I I _ T.O. MASONRY BEYOND I___� I oIOmLBEYOND o T.o. MASONRY BEYOND T.O. MASONRY BEYOND I i <' EL 30 -8 r--- � ADHERE SEPARATE SHEET EL 30 - , I SEPARATE SHEET OF SINGLE EL 30 -$ , OF SINGLE PLY MEMBRANE ROOFING I- UP AND OVER TOP OF PARAPET CO T. 2x10 P.T. I o' PLY MEMBRANE ROOFING o I SEAL AND PAINT i t-- I _' I ADHERED TO 5/8" EXTERIOR w 4 A-3.0 �- i CMU 4 A-3.0 L BLOCKING FOR ' SIGNAGE -_- I - i I I bi GYPSUM SHEATHING i AS SHOWN ON Q I '® -t III I I I I T.O. PARAPET _ SHT. A-2.1 T.O. PARAPET - EL 28 -8 I EL 28 -8 I II 6" STUDS 11 A-3 3 ` I I SINGLE PLY MEMBRANE I 11 A-3.3 11 A-3.3 SIM.REFER STRUCTURAL - SINGLE PLY MEMBRANE I I I - T. 2 1/2 x 2 1/2 x 1 /4 ROOFING ON 1/2" i SIM DECK CLOSURE ANGLE WELDED TO JOIST SEAT. FIT EXTERIOR SHEATHING UP SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID I 1 GROUT FILL AREA d -� 1 I INSULATION STEEL BEAM ;� I I TIGHT TO BLOCK BIRDS I SINGLE PLY ROOFING ON OPE ABOVE CMU AND AND OVER TOP OF r ROOFING ON R-20 I REFER STRUCTURAL I I R-20 RIGID INSULATION - ----- PARAPET 1 I i i I \ DOWN IP ^�' '� ® BELOW TOP OF I I RIGID INSULATION JST. BIRO. - - JOIST BEARING r� ,01 JST. BRG. EL VARIES EL 26 -0 _ I EL 26 -0 , ' � I REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 RACKING PLAN 08.13.02 & REVISION 14 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USEONA SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/iW2 AND IT IS NOT SUITABLE FORUSE ONA DIFFERENT PROJECT SITE ORAT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. s t 3/4" "V" GROOVE I � I I I I JOINT (TYP) `--- o E.I.F.S. (SEE SHEETS ; I CONT. ANGLE METAL DECK & STEEL I A-2.0 & A-2.1 FOR I TOP & BOTTOM P-6 10 10 JOIST, REFER STRUCTURAL P-6 COLOR) ON 1 1 /2" 1 1 2" E.I.F.S. APPLIED / CONT. 2 1 2 X 2 1 2 X 1 41/2" / / / E.P.S. BOARD OVER „ ON 1 /2 EXTERIOR 4'� ANGLE WELDED TO JOIST SEAT. EXTERIOR SHEATHING I I SHEATHING ON 6" METAL FIT TIGHT TO BLOCK BIRDS . STUDS REEFER STRUCTURAL I� - - 3/4" WIDE STEEL BEAM REFER STRUCTURAL P -6 REVEAL TYP. r SPLIT FACE CMU SPLIT FACE CMU �, ACCENT BEYOND = ACCENT BEYOND N CONT. ANGLE _ �'r t L LINEAR MTL. DECKING\''} N I - TOP & BOTTOM t A EDGE TRIM , & P-6 J REFER STRUCTURAL P-6 I I 7 -3. A SIM T.O. STEEL I' I� _ 4...... �' ` _ " T.O. STEEL ,2.5 EL 18 -4 ' i I I '. P-6 .,- I I - CLOSURE AND TRIM EL 18 -4 II LINEAR METAL DECKINS3 & EDGE TRIM P-6 I I ''-:f..•- , '` •-`r...... = ' '`',.. MEDALLION - E.I.F.S. ~ " - g�� AINTED STEEL TUBE h (SEE CLOSURE AND TRW P-6 :2. (SEE SHEETS A-2.0 & 7/A-3.0 FER STRUCTURAL P-4 MEDALLION - E.I.F.S. A-2.1 FOR SIZE, COLOR IM (SEE SHEETS A-2.0 & 1;-g,/ 1'_g" .w &LOCATION) ON 1 -8' 18 A=2.1 FOR SIZE, PAINTED STEEL BEAM 1 1/2" E.P.S. BOARD COLOR & LOCATION) 3' 4» REFER STRUCTURAL P-4 3'7 ON 1 1/2E.P.S. BOARD 4-�.-- , 1 ' I ABSRONRY/ 1 MASONRY/BR T.O. EL 13 I � I 8" -SPLIT FACE CMU (PAINT) ? ` LINTEL BEAM REFER ` STRUCTURAL OIL BEAM BEARING EL 10 -0 DIRECT APPLIED ACRYLIC FINISHING SYSTEM APPLIED OVER SMOOTH FACED CMU W/ FLUSH JOINTS FINISH PER E.I.F.S. MANFACTURER y 1 1 2-� / " 9 A-3.0 SIM 4" HIGH 1 1/2" RADIUS 01LB.O. 4" RADIUS CMU I CMU BLOCK EL 3 -4 I 1 �- - SINGLE SCORED SPLIT FACED CMU (PAINT) _17F INALL OF CONCRETE MAIN BLDG. I ISLAND BY BUILDING r OIL FIN. FLR> I 1�1� CONTRACTOR EL o -o 4. <.0 MANN CUST LOADING CANOPY WALL SECTION 3 SCALE: 1/2"=V-0" A-1,0 DIRECT APPLIED ACRYLIC FINISHING SYSTEM PER E.I.F.S. MANFACTURER APPLIED OVER SMOOTH FACED IA4 _ CMU W/ FLUSH i 4"x4"xl/4" GALVANIZED JOINTS ANGLE CORNER GUARD ANCHOR TO BLOCK W/ 1/4" EXPANSION ANCHORS @ 24" _ I O.C. STAGGERED I , 4" HIGH 1 1/2" RADIUS CMU BLOCK i t 9 A-3.0 SIM 8.0. 4" RADIUS CMU I \AFEL 3 -4 tA 11 /2" SINGLE SCORED SPLIT FACED CMU (PAINT) _' CONCRETE u U ISLAND Qw w MAIN BLDG. � FIN. FLR. 4I I-1 I I =_1 fE % I-1 I I I1M lII-=i I I1= a 4, CUST. LOADING CANOPY WALL SECTION 2 SCALE: 1/2"=V-0" A-1.0 METAL DECK & STEEL JOIST, REFER STRUCTURAL P-6 SINGLE PLY ROOFING ON R-20 RIGID INSULATION DOOR MOTOR OVERHEAD DOOR AND TRACK 23A BEYOND - METAL DECK & ROOF STRUCTURE, REFER STRUCTURAL P-6 \ JVIJI OLt EL 7 A-3.4 SI .: •. TUBE STEEL BEAM ........ REFER :. STRUCTURAL 12" SPLIT FACE ......... ::.... ........ - :;•�;::;: ' CMU (PAINT) W/ FOAM INSULATION z.......... ' 11 A-3.3 O.H. 4 I I r - I 12" SMOOTH FACE I : ! CMU (PAINT) LINTEL BEAM REFER STRUCTURAL BEAM BRG./rt_ EL 10 -0 --�-6" PIPE BOLLARDS TYP REFER STRUCTURAL J 4 a REFER STRUCTURAL FOR FOUNDATION AND ° I�fli CONCRETE SLAB a 1 1/2" EIFS APPLIED TO 1/2" EXTERIOR - SHEATHING OVER 6" al METAL STUDS REFER STRUCTURAL- 3/4" "V" GROOVE JOINT (TYP) SPLIT FACE CMU ACCENT BEYOND CV I f� 7 A-3.0 SIM T.O. STEEL EL 18'-4 DIRECT APPLIED ACRYLIC FINISHING SYSTEM PER E.I.F.S. MANFACTURER APPLIED OVER SMOOTH FACED CMU W/ FLUSH JOINTS 4" HIGH 1 1/2" RADIUS CMU BLOCK B.O. 4" RADIUS CMU EL 3 -4 SINGLE SCORED SPLIT FACED CMU w0 Qw MAIN BLDG. w OIL FIN. FLR. I I I II � I I -r- �11 I ` I l'-8" 3'_8" 5' -4" STRUCTURE REF: STRUCTURAL P-6 LINEAR MTL. DECKING & EDGE TRIM ON 3 5/8" 20 GA METAL STUDS AT 16" P-6 CONT. ANGLE TOP & BOTTOM i E1 -_\\ T.RU.C.TURAL 11 18 GA. MTL. COVER` "• ,. PLATE P-6 LINEAR MTL. DECKING & EDGE TRIM P-6 WIND COLUMNS (NOT I SHOWN) REFER STRUCTURAL 11111111111111019 STEEL BEAM, PAINTEDCD REFER STRUCTURAL P-4 c cINI U Z� M � o0 m co Lu �5M 0 .-. . F_ > �0 Z 6 00 ZLo co 0 Iw r1 1/2" _% 1 I �. W � ozS � U m I - � 9 A-3.0 SIM W LL o CONCRETE ISLAND �f W O 0 �O a� L� w U- O z Z a. ORIGINAL ISSUE. DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/16/02 CONSTRUCTION SET CUST. LOADING CANOPY ISSUE DRAWINGTNUMBER: 01 WALL SECTION I SCALE: 1/2"=V-0" 0AN A-3.0 A-1,0 V) tl 119�154;GCL^^ `. LPGODE5 J .. 1 1 1 1 EXTEND SINGLE PLY �' ' MEMBRANE ROOFING ? ,, .......;,---� OVER PLYWOOD .\.M.:.•.,�;,• RE-FINISHED METAL 2'-0" METAL COUNTER PRE -FINISHED METAL 1 COPING (SEE SHEETS COPING (SEE SHEETS A-2.0 & A-2.1 FOR OUT TO OUT OF MASONRY FLASHING W/ CLIPS FOR METAL COPING A-2.0 &- A-2.1 FOR COLOR OVER MEMBRANE COLOR) FLASHING ON 2 LAYERS 3/4" P.T. PLYWOOD T.O.M. r ' EL 30-8 CONT. SEALANT-- 4 ° CONT. SEALANT CONT. SEALANT 1/2 4 /� q � 1/2 00 04 a 04 .0 Z. •.d a • v 12" CMU 2, 3/8" ACHOR BOLTS ` E.I.F.S. (SEE SHEET ....,;. ✓ 0 2'-8" O.C. IN E.I.F.S. (SEE SHEET 00 A 2.1 FOR COLOR) EACH BOND BEAM 00 A 2.1 FOR COLOR) ON E.P.S. BOARDx (STACERED) ON E.P.S. BOARD fi x t 4„ I 4„ 1 1 /2" 4 1 1/2 / A CORNICE AT 8 PILASTER CORNICE SCALE: 11/2"=V-0" A3-.1 /4\ 7 SCALE: 11/2"=V-0" 8 A-3.1 I 1 I T.O.M. I EL 30-8 a�a 1 ( SINGLE PLY MEMBRANE ( ROOFING FULLY ADHERED TO i CMU EXTEND UP AND OVER PARAPET 11 A-3.3 SIM. ® SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION { i i< I :: r r r tr kJST. BRG. �l U A- -FEL 26'-0"— I. I) .. z X METAL DECK AND STEEL JOIST ' REFER STRUCTURAL P-6 < F SINGLE SCORED SPLIT FACED CMU ACCENT STRIP 2 BOND BEAM AT BRACKET CONNECTION CANOPY SUPPORT, REFER STRUCT. f A CANOPY BRACKET EL 17 -2 ACRYLIC FINISH:: SYSTEM ON SMOOTH ' • FACED CMUT 5 A-3.1 ••• 1 _ I o I ' " t B.O. CANOOPPY �1- EL 11' 4"Y 1 `2` METAL CANOPY. REFER STRUCT. ACOUSTICAL LAY -IN CEILING. REFER BOND BEAM AT CANOPY REFLECTED CEILING PLAN CONNECTION ACRYLIC FINISH SYSTEM BY EIFS MANUF. ON SMOOTH FACED CMU-----12" SMOOTH FACE CMU W/FOAM INSULATION IN ALL UNGROUTED CELLS 12"x8" SMOOTH FACED C.M.U. 12"x4" SMOOTH FACED C.M.U. ..` 4" HIGH WITH 1 g A-3.0 u 1/2" RADIUS „ CMU BLOCK m BOT. OF 4" RADIUS CMU I __ EL 3 —4 12"x8" SINGLE SCORE SPLIT FACED CMU — ,<< .-15# FELT BOND BREAK , i /2" PREMOLDED EXPANSION JOINT W/SEALANT OILFIN FLR EL 0'-0" p FOUNDATION AND _I - SLAB. REFER Id STRUCTURAL s 2" PERIMETER INSULATION CANOPY AT PILASTER WALL SECTION 3 SCALE: 1/2"=V-0" A-1,0 O.M. L 33- METAL COUNTER FLASHING W/ CLIPS FOR METAL COPING OVER MEMBRANE FLASHING ON 2 LAYERS 3/4" P.T. PLYWOOD gL T.O.M. 1 1/2" E.I.F.S. APPLIED EL 33-4 TO CMU, SEE SPECS. CONT. SEALANT 1 /4" ANCHORS @48" / O.C. i�..•--• i1 T.O. BEAM `l EL 18'-4" CONT. ALUMINUM FLASHING. X. BACKPAINT W/ BITUMINOUS PAINT X, . • • . . • SEALANT CONT. - - - • - - - - MEMBRANE ROOFING PAINTED 12"x2"xl/4" TUBE FULLY ADHERED TO STEEL TRIM �4 SHEATHING, EXTEND UP AND OVER - PARAPET BLOCKING ' TO FRONT EDGE SMOOTH -FACED CMU'-- SEALANT CONT. SPLIT -FACED CMU NOTE: > ALL RESTROOM DIMENSIONS ARE GIVEN TO THE FACE OF GYPSUM BOARD j FASCIA DETAIL AT TUBE STEEL A3-.1 6 SCALE: 1 1l2"=V-W A-3.1 CONTINUOUS SEALANT PRE -FINISHED MTL. COUNTERFLASHING - SEAL FLASHING TO CANOPY ANGLE MC STEEL CHANNEL AND ANCHORS, REFER STRUCTURAL Ad-\ B.O. CANOPY 24'--8" 'EL 11 '-4" METAL CHANNEL FRA MEDALLION -- E.I.F.S. (SEE SHEET" A� FOR SIZE, COLOR & LOCATIONS) ON 1 4 1/2" E.P.S. BOARD SUPPORT BRACKET REFER STRUCTURAL OILCANOPY BRACKET EL 18'-0" E.I.F.S. (SEE SHEET A-2.1 FOR COLOR) ON 1 1/2" E.P.S BD. CANOPY SUPPORT REFER STRUCTURAL, PAINT STEEL BEAM REFER STRUCTURAL GALVAI_UME FLASH G (EXTEND UP BEHIND E.I.F.S. 4" MIN.) WITH METAL DRIP EDGE (PAINT TO MATCH CANOPY) METAL REFER STRUUCTURAL / PAINT ALL EXPOSED SURFACES OC B.O. CANOPY EL 11 -4 CANOPY DETAIL 5 SCALE: 11/2"=V-0" A-3,1 LINTEL BEAM REFER STRUCTURAL PAINT ALL EXPOSED SURFACES P-4 SINGLE PLY MEMBRANE ROOFING FULLY ADHERED TO CMU EXTEND UP AND OVER --- ---> PARAPET T Y 11 A-3.3 SIM. SINGLE PLY MEMBRANE ROOFING E.I.F.S. (SEE SHEET A-2.1 FOR COLOR) a - _ ON R-20 RIGID INSULATION ON 1 1/2" E.P.S BD. I I rrrr rrrrrrrrr flTrrrrrrmr j r r JOIST BRG, r EL 26 -0 I FOAM FILLED INSULATION IN ALL UNGROUTED CELLS ACRYLIC FINISH SYSTEM ON SMOOTH FACED CMU, BEYOND L 0 I 4 3/4" WIDE "V" REVEAL, TYP. SMOOTH FACED CMU WITH FOAM INSULATION IN ALL --- --- UNGROUTED CELLS 4/A-3.1 , ..._._._----- ...._...—.,,_....,� � i I BOND BEAM AT BRACKET CONNECTION I 3 5/8" 20 GA STUDS AT 16" O.C. CANOPY BRACKET EL 18'-0 I _ 1 , 1 I (> >_ �— I ACOUSTICAL CEILING - r EL 15 -6 I - 1 ' I gL I I ' I BEAM B.O. ? I B.O. CANOPY - - / EL 11 —4 �L 11 —5 1 2 f 8'-1 1/2' I 12'-4 1/ " METAL CANOPY. REFER STRUCTURAL ACRYLIC FINISH SYSTEM ON SMOOTH FACED CMU, BEYOND A4 PER E.I.F.S. MANUFACTURER SPLIT FACED CMU W/ FOAM INSULATION IN ALL UNGROUTED CELLS 4"HIGH 1 1/2" RADIUS CMU. 0.3B BOT. OF BULLNOSE SPLIT—F EL 3'-4" CMU _ SPLIT FACED CMU < FIN FLR EL 0 —0 . d CANOPY AT VEST. 102 2 WALL SECTION SCALE: 1/2"=1'4' A-1.0 02B SMOOTH —FACE CMU 45° 3 5/8" 20 GA METAL STUDS @16" O.C. 5/8" GYP BD 0 3-5/8" 20 CA STUDS @ 16" 0 R-13 BATT INSIL �— 6" 20 GA METAL STUDS Q'16" O.C. 1/2" ALUMINUM REVEAL 5/8" EXTERIOR SHEATHING, PAINT P•-6 2 CANOPY DETAIL 4 SCALE: 1"=V-0" A-3.1 j 2 CORNICE BEYOND i — -- SEAL TOP OF I I' COUNTERFLASHING 6 A-3.3 1-0" = _ = SINGLE PLY MEMBRANE I I ROOFING FULLY ADHERED i 1 TO CMU EXTEND UP AND T.O.M. OVER PARAPET EL 28 —8 i 18 GAGE SLIP TRACK • u-• I SINGLE PLY MEMBRANE WITH 1" MOVEMENT I ROOFIING ON R-20 RIGID 7/A-3.4 SIM ` e ' •� - I INSULATION 11 A-3.3 SIM. —3.4 t rj1A SIM. FrrfPTrFFFFFU t rr rrriT r rr r OjLJOIST BRG. EL 25 -7 3/4" { po _ _ f.... JOIST'...... 1_.._ 1 1/2" E.I.F.S. BEARING ADHERED TO SMOOTH o a EL 25 -4 FACED CMU PER ^ .._.-. MANUFACTURER'S METAL DECK AND STEEL �2' RECOMMENDATION JOIST REFER STRUCTURAL : { ::::.:_.:. P-6 3/4" DEEP V-GROOVE JOINT METAL STUDS REFER PER E.I.F.S. STRUCTURAL FOR SIZE INDUSTRY AND SPACING STANDARD (T(P.). METAL STUD KICKERS AT 48" O.C. REFER STRUCTURAL CONTINUOUS METAL LEDGER T.O. BEAM I , EL 18'-4"I 12" SMOOTH FACE j CMU THIS COURSE AND ABOVE. 1......�,,.-....•. ,•-•-. 2"x12" PAINTED :.:.:.:. TUBE STEEL TRIM. HEAVY DUTY ACOUSTICAL\; P-4 CEILING SUSPENDED i FROM STRUCTURE. SEE (SPECS. 1 - .\.� :�-' 6 X6 TUBE STEEL HEADER. REFER STRUCTURAL \.•� �2� ' - '`ACOUSTICAL .!'• CEILING ' EL 11'!4 ........ EXIT SIGN :;::::::_:: BEAM BEARING �� ACOUSTICAL CEILING :........ EL 8 -10 BEAM BEARINGS EL 9 -0 / ..EL 8 -8 ! 12" SPLIT FACED CMU WITH FOAM INSULATION IN ALL AUTOMATIC SLIDING UNGROUTED CELLS DOOR ASSEMBLY 02C . SMOOTH FACE CMU i 1/2" PREMOLDED EXPANSION f JOINT W/ SEALANT 2" PERIMETER :•• INSULATION - e ` . ' 1=NWMI _hi I T_ - I ICI I l=Jl�r n- : I =�i—I iTi 11-1 . III �i—>Ti—III I- IJ—iII—I II-1T 2" PERIMETER-11 INSULATION — II -III II—I11=IT_I=T�- —III—III=III—III-� —I I1=1I I I I I=1I I— I1=1 T—m=m= -—III-rrr_ SLAB AND III=III=1I1=1II—IIF II —III —I II-1II—II—III-` --T1�=1I SLAB AND 4 = FOUNDATION. REFE FOUNDATION, REFER STRUCTURAL R -III-1I I=1I I-1 • III I I I� III=1I1= I I hI I-1I1= F D STRUCTURAL .a FRONT CORNER AT PTC 1 OFFICE -WALL SECTION 1 SCALE: 1/2"=V-0" A-1.0 METAL DECK AND STEEL JOIST REFER STRUCTURAL. f'-6 12" SMOOTH FACED CMU. • L0W,E r HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28666 ' • REVISIONS • PRE -BID SET POST BID SET ISSUE DATE L� ISSUE DATE DATE DESCRIPTION 05.24.02 ,!:. RACKING PLAN 08.13.02 /� REVISION #4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INO. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'6 HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICSITEAT SANFORD.FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 0016f02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE GRATA LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT 18 NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • • 111 • N0 L0 O z �co LLJ ul 4u cl) U o 90 Hdd> W� W � CD to z C14 (o ru (D • • LU • m M uj 0 } m 0 .PYnIYI O ® � w LJL� a uu � LL I- J '. < z U O < `r -j U) U ORIGINAL 04/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 04/15102 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 03/18102 A-3.1 118=155-GCL ' LPCODE5 1 0 v v v v v METAL COUNTER FLASHING W/ I • PRE -FINISHED METAL COPING CLIPS FOR METAL COPING SEE SHEETS A-2.0 & A-2.1 1 OVER MEMBRANE FLASHING ON SEALANT CONT. FOR COLOR STARTER TRIM ATTACHED 1 -4 2 LAYERS 3/4" P.T. PLYWOOD TO BLOCKING PER 1 2 LOWE STANDING SEAM ROOFING MANUFACTURER I-, SEALANT OVER OVER #30 FELTS ON CORNICE ANCHORS " " " + " 1/4 EXT. SHEATHING 5 A-3.2 1 -6L 5 -4 5 -4 12 -6" HOME CENTERS, INC. T.O.M. - PRE-FINISHEDEXPANSION -- + I 1 P,O. BOX 1111 N. WILKESBORO, NC 26656 EL VARIES I ANCHOR 6 S TAGGER D AT - FA CIAMETAL I I • ..,_ CONT. - co SEALANT1/2» C� �4 24" O.C. ---- __---- -- REVISIONS T.O. M. — I I PRE -BID SET POST BID SET ` SEALANT CONT. EL VARIES I 0 ISSUE DATE IL ISSUE DATE STEEL RAFTER I I SINGLE PLY MEMBRANEI I DATE DESCRIPTION L >< KAND METAL DECK I x ON CMU EXTEND 4» SINGLE PLY MEMBRANE REFER STRUCTURAL I I OVER TOP OF I I 05.24.02 F2'; RACKING PLAN i x ROOFING ADHERED TO BLOCK I PLYWOOD. I I oa UP AND DOWN TOP BREAK METAL CLOSURE 08.13.02 ® REVISION J4 j OF PARAPET TREATED 2X6 WOOD TO COVER BLOCKING I I BLOCKING _ 4" I ,< / STANDING SEAM METAL ROOF (� x I ROOFING TERMINATION �AR�1 /2" ON 30# ROOF FELT ON 1/4+>4 A-.3.2 EXTERIOR SHEATHING ON METAL I I I I FLASHING T x - E AI L I x SEALANT— DECK REFER STRUCTURAL4 ------------ SCALE: 1"=1'-0" A-3.2 K / _ ,._ T.O. BEAM I - ---- ------ ----- -- --- ----- ------ -- - - E.I.F.S. (SEE .SHEET � .._..., , -... -.,, i' I 44 -0 STEEL ANGLE `I x A-2.1 FOR COLOR) >< ON E.P.S. BOARD -REFER STRUCTURAL -_ , - :.,.....,,...,.�.,-. , .......; ..... ,...... \ 3/4" „V "GROOVE JOINT (TYP.)------- -- - _ ` ROOFING ; I I I I 12" SMOOTH FACED CMU TERMINATION BAR STEEL BEAM, REFER STRUCTURAL t I E.I.F.S. (SEE SHEETS A-2.0 & I I I F > x THIS DRAWING I$ THE PROPERTY OF LOWE'S HOM- '�._ A-2.1 FOR COLOR) ON i CENTERS, INC. ANY USE ORREPRODUCTIONINWHOLE SINGLE PLY MEMBRANE t I OR PART ISPROHIBITED WITHOUT THE EXPRESSED ' 1 1 2" F P. S BOARD x WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. CORNICE DETAIL IL ROOFING ON CMU � n� ,-••. ; COPYRIGHT 2001ALL RIGHTS RESERVED J(�� G - REF. STRUCTURAL FOR STEEL BEAMS AND THI S DRAWI NG WAS PREPARED FOR USE ON A ` I �• STIPULATION FOR REUSE .-..�_`f �.... X 5 SCALE: 1"=V-0" A_3,2 : o METAL DECK FRAMING FOR SECONDARY ROOF SPECIFIC SITE AT SPNFORU,FL / I { •t \ CONTEMPORANEOUSLYWITHITSISSUEDATEON STRUCTURE P-1 OA/16l02 AND IT IS NOT SUITABLE FOR USE ON s 12" SMOOTH FACE CMU W/ x XI \ DIFFERENT PROJECT SITE OR AT A LATER TIME. USE 1 1/2' HOLE IN METAL PANEL I I I 1/2» / " 6» i I OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON It FLUSH JOINTS, SAW CUT ANOTHER PROJECT REQUIRES THE SERVICES OF AND SHEATHING W/ SEALANT I /f' x PROPERLY LICENSED ARCHITECTS AND ENGINEERS. ,� PREFINISHED METAL CORNICE TOP OF WALL AS REQUIRED REPRODUCTION OF THIS DRAWINOFOR REUSE ON 1/2" A36 STEEL `' SINGLE PLY MEMBRANE ROOFING _<•,• f ANOTHER PROJECT IS NOT AUTHORIZED AND IS I I I �, t COPING BEYOND ;� CONTFUIRYTOTHELAW. NUT AND WASHERS I THRU-WALL ANCHOR BOLT I I I ........._. .... �..., ..... , ..• ,_ ,.........,�.,..���� � i \ I ON CMU I • • METAL COPING ON 2" DIA. X 3/16" WASHER I I I I E.I.F.S. CORNICE I _ - - _... ,_.:..........�-ti.... •. .,•.. f...,� BEAM BEYOND I ' �- " ' - - STANDING SEAM METAL x 1 STL PIPE SLEEVE, I REFER STRUCTURAL P-1 NOT USED - WELDED TO WASHER i I I ROOFING BEYOND I CMU, EXTEND SLEEVE ' I I7 BEYOND FACE OF MTL. i I I SCALE: 3"=1'4" A-3.3 I 7/A-3.1 I — �_____ I I I \ I � I SIGNAGE MOUNTING � � - � -r- Aj'� r NOTE: COORDINATE) x 1/4"x6" EXPANSION ANCHORS, - - F i —�- i 6 DETAIL L ( ANCHOR BOLT NUMBERS T'O'M' STAGGERED AT 24 O.C. T.O.M. BEYOND I SCALE: A-3.2 AND LOCATIONS W/ EL 33'-4" I EL 33 -4 { I x I \ r I 1 1/2 -1 -0 �. SIGNAGE VENDOR } I T.O. BEAM ` HSS 6"x6". REFER STRUCTURAL 8/A-3.1 1 EL 33 -3 I L_ 4 1 /4 x6 EXPANSION �•.,..,. METAL COPING ON E.I.F.S. oc I ANCHORS, STAGGERED AT f ,.2 CORNICE BEYOND 24" I x \ O.C. `'- J BRACING - REFER STRUCTURAL P-1 - -- 4 T.O.M. x EL 30'-8" SINGLE PLY MEMBRANE 0.EL 3� BBEYOND [- r- \ ROOFING ADHERED TO AND - - I \ POURED URETHANE RUBBER i EXTENDING OVER TOP OF - -- -- PARAPET I x x \ SEAL AND CURB SMOOTH FACE CMU I%- 11/A-3.3 SIM. EL 26'-0 SINGLE SCORED SPLIT FACE CMU ACCENT STRIP - EL 19'-4 12" SMOOTH FACE CMU DIRECT APPLIED ACRYLIC FINISHING SYSTEM APPLIED OVER SMOOTH FACED CMU W/ FLUSH JOINTS FINISH PER E.I.F.S. MANFACTURER 9/A-3.0 4 HIGH 1 1/2 RADIUS CMU BLOCK -B.0. 4" CMU III"-IEL 3'-4" 1 1/2"-1- SPLIT FACE CMU 1 /2" PREMOLDED EXPANSION JOINT W/ SEALANT EL 0'-0 SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION METAL DECK AND STEEL JOIST REFER STRUCTURAL P-6 BOND BEAM REFER STRUCTURAL 16" HIGH BOND BEAM. REFER STRUCTURAL /--f-IORIZ. JOINT RENF. 16" O.C. 12" SMOOTH FACED CMU W/ FOAM FILL INSULATION IN ALL UNGROUTED CELLS 15# FELT BONDBREAK CONC. SLAB REFER . STRUCTURAL a GRAVEL FILL 2" PERIMETER INSUL. TO 2'-0" BELOW FINISH GRADE FOOTING; REFER STRUCTURAL 0 I 11 A-3.3� Wit- j l I JST. BRO. EL 26'-0" <' A `. ` AJ o I , 3/4" WIDE "V" REVEAL, TYP. ---- - ------------- .. ..... E.I.F.S. (SEE SHEET A-2.1 FOR COLOR) ON 1 1 /2" E.P.S BD. II 4 A- 3.1 I CANOPY BRACKET I EL 18'-0" � I O GALV. CANOPY ROD SUPPORT W/ TURNBUCKLE ' METAL CANOPY Ir �J o .. <.. , B.O. CANOPY 11'-4" i 4 A-3.1 SIM >::::: DIRECT APPLIED ACRYLIC FINISHING SYSTEM APPLIED OVER SMOOTH FACED% < CMU W/ FLUSH JOINTS FINISH PER E.I.F.S. MANFACTURER .. 4" HIGH 1 1/2" RADIUS CMU BLOCK (-kB 0 4" CMU DEL 3'-4" � ::.: 1 /2" PREMOLDED EXPANSION JOINT ::: < W/ SEALANT MAIN BLDG. FIN. FL. { - , ::::: , EL 0'-0" _ NMIOfi SINGLE PLY MEMBRANE ROOFING ADHERED TO AND EXTENDING OVER PARAPET SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION METAL DECK AND STEEL JOIST REFER STRUCTURAL P-6 BOND BEAM AT SUPPORT BRACKET TYP. ORIZ. JOINT RENF. 0 16" O.C. 12" CMU W/ FOAM FILL INSULATION IN ALL UNGROUTED CELLS -15# FELT BONDBREAK -CONC. SLAB, REFER STRUCTRURAL o�d,J3S7.1;-, IGRAVEL FILL 2" PERIMETER INSUL. TO 2'-0" BELOW FINISH GRADE FOOTING; REFER STRUCTURAL GALV. CANOPY ROD SUPPORT W/ TURNBUCKLE 4/A- 3.1 SIM METAL CANOPY I I i 00 N B.O. CANOPY EL 11 -4 DIRECT APPLIED ACRYLIC FINISHING SYSTEM APPLIED OVER SMOOTH FACED CMU W/ FLUSH JOINTS FINISH PER E.I.F.S. MANFACTURER SPLIT FACE CMU 4" HIGH 1 1 /2" RADIUS CMU BLOCK B.0. 4" CMU EL 3'-4" MAIN BLDG. FIN. FLR. EL 0EL D 2•" PERIMETER INSUL. TO I= -III= 3 2'-0" BELOW FINISH GRADE FOOTING; SEE STRUCTURAL- SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION ON METAL DECK AND STEEL. JOISTS I I 11A 12" SMOOTH FACE CMU B.O. ACOUS. CEILING EL 15 -6 HORIZ. JOINT REINF @N 16" O.C. EXIT SIGN REFER STRUCTURAL -STEEL BEAM REFER STRUCTRUAL B.O. LINTEL EL 8 -8 CONC. SLAB REFER STRUCTURAL 67,7177 s • .-. c`�o 0 0 h O LID z cNt) W W (0 CD � coLu � 2 0 o 1�1 r > W z F Q 0 LJ o6 �y (o ®. Co u � • • �F m U U w .. x �- U 06 O� O ®L � ��CN C) O 0 � w �� �. w ZLL Z Q �[ W U)U PILASTER FRONT ENTRY CANOPY ENTRY CANOPY ISSUE DATE: CONSTRUCTION CONSTRUCTION SET 3 WALL SEC ON WALL SECTION WALL SECTION ISSUE DATE: DRAWING .NUMBER: SCALE: 1/2"=V-0" A-1.0 2 SCALE: 1/2"=1'-0" A-1.0 + 1 SCALE: 1/2 1-0 A-1.0 03/18102 A32-V2 A-12 • 119-155-GCL LPCODE6 • s i ADHERED A 'ANE FLASHING (ALL IUOUS SEALANT PLY ROOFING ANE TO FORM \IG COLLAR PLY ROOFING ANE. ;UPPORT CLIP. ABRICATE. MEDALLION— E.I.F.S. ON E.P.S. BOARD 2 MEDALLION SCALE: 1 1/2"=V-0" A-3.0 2X TREATED WOOD BLOCKING. ANCHOR TO BEAM WITH 1 /4" THROUGH BOLTS PREFINISHED RIDGECAP STAGGERED AT 24" O.C. "Z" CLIP CLOSURE, SEAL PREFINISHED STANDING SEAM ALL JOINTS METAL ROOF ON 30# BUILDING FELT ON 1 /4" EXTERIOR SHEATHING ON METAL DECK ON RAFTERS. REFER STRUCTURAL i1T.0. RIDGE BEAM 44 —0 I I -I- I I + I I I I + i i + I PAN FLASHING DETAIL RIDGE DETAIL STEEL RIDGE BEAM, REFER STRUCTURAL AT COLUMN COLUMN BEYOND 8 V `...:........ AT PARAPET CANOPY ,-...- SCALE: 11/2"=V-0" E A-3.2 9 SCALE: 11/2"=V-0" SEALANT PER MANUFACT RECOMMENDATION EAVE TRIM SCREWED TO TREATED BLOCKING ATTA TO 1 /4" BENT PLATE. F STRUCTURAL CLEAT SCREWED TO 2X TREATED BLOCKING ATTA BLOCKING TO 1 /4" BEN' PLATE, REFER STRUCTUF BREAK METAL CLOSURE COVER WOOD BLOCKING CONCRETE FILLED ........ CMU BOND BEAM EFINISHED STANDING SEAM METAL SEE STRUCTURAL DF ON 30 # ROOFING FELT ON • • • • • • 4" EXTERIOR SHEATHING ON SMOOTH FACE CMU .— x RATED TRASH COMPACTOR`-, TAL DECK ON RAFTERS, REFER '` : "' ' ' t. DOOR WITH NEAT/FIRE <, I ` ,I ACTIVATED CLOSER AND qT PLATE REFER LATCH (FURNISHED AND ` ZUCTURAL 0 I `. INSTALLED BY LOWE'S) } p a I �..- 0 O I `r DRYWALL CONTRACTOR SHALL INSTALL 3/4" CDX PLYWOOD SECURELY T I OVER THIS OPENING. Q ii PLYWOOD SHALL REMAIN j I IN PLACE UNTIL TRASH :EL RAFTER. REFER Q COMPACTOR IS INSTALLED. U CT. EAVE DETAIL 7 AT PARAPET CANOPY SCALE: 1 1/2"=V-0" A-1.1 1 /4"x6" EXPANSION ANCHOR STAGGERED AT 2 4 " O.C. PRE- FINISHED METAL COPINQ F-2' TREATED 2x12 BLOCKING (CONT) SEALANT SINGLE -SCORED SMOOTH -FACE CMU REFER STRUCTURAL SEPERATE SINGLE PLY MEMBRANE. ROOFING ADHERED TO BLOCK. EXTEND UP AND OVER TOP OF PARAPET 12" SPLIT -FACE CMU �I I I INVERTED CMU BOND BEAM (LENGTH x 3'-4") ' ' ' z-'-'•'•'- . • x....... a. ..'.'-'• - •' X •.••-••.-.-.-.• 0 E- SMOOTH FACE CMU - - x v +.J x . ... . .. Q z7LL 0 o x •:•:•:•:•:•:•:• 000 ...... fl I 0 0 OUTSIDE - . - . - . INSIDE w x --'''' '' Q LTOP OF CONCRETE • •'•'•'- 15# FELT BONDBREAK PAD FOR TRASH x '•'•'•'•'•'- COMPACTOR SEE CIVIL FINISHED FLOOR cv�X.' x :::::::: ' x 2" PERIMETER INSULATION 2' 0" BELOW GRADE TO xia ° ° X. x —° PREMOLDED I —I I —_I I =� ::' �: -:- I I —I I I —I 1 I= EXPANSION —III=1 JOINT WITH I -I I I -I 1(- SEALANT -I I - I -I I- -I I I —I I —I ICI —III—III —ICI= d � ICI —ICI= —III—III ° o ° —III—II ►�—ICI— a -I I I —I I L -II —I 111=1 ICI—I�I- I—III- I —I II- I I —I I I —I I I —I I I —I COMPACTOR 6 FLASHING AT CMU DOOR SECTION SCALE: 1 1/2"=V-0" A-3,3 5 SCALE: 3/4"=V-0" A-7 " •b DOCK EQUIPMENT PER MFG, aco REQUIREMENTS -- ed N 4 n CURB ANGLE REFER 0, CK RE: ELECTRICAL FOR == STRUCTURAL w � J-BOX LOCATION—R. SLOPE N L J — as Co q n a. 1/2" PRE -MOLDED V) EXPANSION JOINT W/ `L v) SEALANT w _ LOADING DOCK SLAB V)i SEE STRUCTURAL 2" PERIMETER °, SLOPE INSULATION — d SECTION AT a 4 DOCK LE\ /ELER REFERENCE �/ 4 � a. STRUCTURAL FOR FDN, SCALE: 3/4"=1'-0" A-1.0 FILL AND SLABS 1 2 6/A-3.3 T.O. MASONRY f "AFEL 28 -8 f 11 A-3.3 JOIST BEARING I f; %DEL 26,—0 @ GRID LINE 1 EL 25'-4" O GRID LINE 2 B.O. ACCENT BAND EL 11 —4 1/2- PREMOLDED EXPANSION JOINT WITH SEALANT — :x: �I �I �,t f n PARAPET SCALE: 1 1/2"=V-0" HORIZONTAL JOINT REIFORCING @ 16" O.C. VERTICALLY FULLY ADHERED SINGLE PLY MEMBRANE ROOFING. ATTACH PER MANUFACTURER'S STANDARD. SEAM PLATE WITH FASTENERS AT 12" O.C. MAX. SINGLE PLY MEMBRANE ROOFING ON RIGID INSULATION ROOF DECK AND JOISTS REFER STRUCTURAL F LAS HIND D;fL. A-3.0 I i i i i i i EJ.F.S. BOND BEAM " r REF STRL SHTS `T., MEMBRANE ROOFING FULLY ADHERED TO CMU. EXTEND UP AND OVER PLYWOOD /4\ o CORNICE DETAIL t SCALE: 1 1/2"=l'-0" A-3.0 ( D 2.01 10 A-3.0 _1» .� ., SINGLE PLY ROOFING %'\T.O. TUBE STEEL f MEMBRANE, ADHERE E TO ' 12 E� L 33`-4"�— f I NG RPARAI�ET.,\2, FACE CMQP U ' f ' "� AND OVIER TOP OFAND f I , SINGLE PLY MEMBRANE f {+ ALUMINUM CORNICE ;t ROOFING, ADHERE TO i i l BEHIND PARAPET PARAPET WALL AND CARRY A I , UP AND OVER TOP I l SINGLE PLY MEMBRANE ROOFING II I RIGID INSULATION (R-20) T. 2x10 P.T. FBLOCKING ON METAL DECK REF FOR STRUCTURAL AGE AS SHOWN ON SHT. A-2.1 -- - i I E.I.F.S. (SEE I' I TERMINATION BAR i SHEETS A-2.0 & II A-2.1 FOR 0 BREAK METAL CLOSURE COLOR) ON i 1 1/2" E.P.S. ¢ -- I I i i W/ SOLID BLOCKING AT t ALL JOINTS BOARD OVER 1/2" — STEEL BEAM SHEATEXTER HOING I � I I REFER STRUCTURAL P-6 JOIST BEARING ' II STEEL COLUMN PAINT DECK AND BAR EL 25-4 REFER STRUCTURAL P-1 JOISTS I I I I I ' I I I I 'vi i 4" I .f RE EAL, TY . II,I II I 1 12" SPLIT FACE CMU A \- LINEAR MTL. DECKING P-6 2-', a, N ; " .1 ! AND EDGE TRIM r N I i •_. w .. 7/ -30 I � I T.O. TUBE STEEL I II EL 18 -4 I f I I L f f f MEDALLION - E.I. F.S. (SEE SHEETS A-2.0 A-2.1 FOR SIZE, COLOR & LOCATION) ON 1 1/2" E.P.S. BOARD 16" HIGH BOND BEAM REFER STRUCTURAL 12" SINGLE SCORE SMOOTH FACE CMU 12" SPLIT FACE CMU W/ FOAM FILLED INSULATION IN ALL NON —GROUTED CELLS HORIZONTAL JOINT REINFORCING CAA 16" O.C. VERT. ' 15# FELT BONDBREAK CONCRETE SLAB GRAVEL FILL GROUT FILL CELLS BELOW GRADE REFER STRUCTURAL 2" PERIMETER INSUL. TO 2'-0" BELOW FINISH GRADE FOOTING REF STRUCTURAL FRONT 3 WALL SECTION SCALE: 1/2"=V-0" A-1.0 A`NCENTER OF RAIL _ EL 12 O" - CHAIN LINK FENCING- 4- H. W/ 1 " RADIUS CMU - BLOCK --\ STEEL BEAM REFER STRUCTURAL P-4 DIRECT APPLIED ACRYLIC FINISHING SYSTEM PER E.I.F.S. MANFACTURER APPLIED OVER SMOOTH FACED CMU W/ FLUSH JOINTS B.O. 4" Ad--\RADIUSED CMU \-F EL 3 —4' k i 9/A-3.0 SIM i SINGLE SCORED SPLIT FACE CMU i FIN. FLOOR VARIES 4 4 ° GARDEN CENTER 2 WALL SECTION SCALE: 1/2"=V-0" A-2.0 2 2.01 I SINGLE PLY MEMBRANE ROOFING ON 1/2" - EXTERIOR SHEATHING, Z CARRY UP AND OVER TOP OF COPING i 4/A-3.0 ; I SIM. ;'` e= ®... ,.. BREAK METAL CLOSURE OiL T.O. STUDS `` ��_.'"' W/ SOLID BLOCKING AT r EL 28'-8" I I I I I ALL JOINTS OIL T.O. B EAM I 1 I f 'AFEL 28'-0 '00 \ I I I I `-) `' ' STEEL BEAM REF l I STRUCTURAL P-6 I I I 'I I I I I I I I I II STEEL COLUMN I I REF STRUCTURAL P-1 0 I I ,II I I I I � I ,II I III ;I I ;I I I ' I I I I 'I I I I I >I I I I I I I 3/4" DEEP VEE GROOVE I I JOINT PER EIFS :I I MANUFACTURER `\l RECOMMENDATIONS REFER A-2.0 FOR 7/A 3.0 •' LOCATIONS <,I .I I I T.O. TUBE STEEL Li I I I 1 1/2" E.I.F.S. ON 1/2" EL 18'-4 " ' EXTERIOR SHEATHING ON I f 6" METAL STUDS REF fl 1 LINEAR MTL. DECKING P-6 MEDALLION - E.I.F.S. AND EDGE, _... ,:`..::..,..: .._.; + ._........f+. (SEE SHEETS A-2.0 & I STEEL BEAM REF A-2.1 FOR SIZE, COLOR I I STRUCTURAL P-4 & LOCATION) ON 1 1/2" E.P.S. BOARD I I I I CENTER OF RAIL EL 12-'-0�------ I DIRECT APPLIED ACRYLIC FINISHING SYSTEM PER E.I.F.S. MANFACTURER APPLIED OVER SMOOTH FACED CMU W/ FLUSH JOINTS I STEEL COLUMN REFER STRUCTURAL P-1 CHAIN LINK FENCING 4" H. W/ 1 " RADIUS I DIRECT APPLIED CMU BLOCK I ACRYLIC FINISHING SYSTEM PER E.I.F.S. MANFACTURER APPLIED OVER SMOOTH FACED CMU W/ FLUSH JOINTS "AwELD3 SOD C.M.U. 1 T 9/A-3.0 SIM SINGLE SCORED I SINGLE SCORED SPLIT FACE CMU I SPLIT FACE CMU BEYOND I I FIN. FLOOR. VARIES ° op ° u ° GARDEN CENTER 1 WALL SECTION nrn SCALE: 1 /2"=1'-0" A_2, p e 0 WE mSV' HOME CENTERS, INC. P.U. BOX 1111 N. WILKESBORO, NO 28656 • REVISIONS PRE -BID SET POST BID SET ISSUE DATE LISSUE DATE DATE I DESCRIPTION 05.24.02 �L I RACKING PLAN 06.20.02 AN CODE COMMENTS 08.13.02 ®REVISION #4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ONA SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 0411&02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORAT A LATER TIME, USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. a o °O � c, 1� 460 8 eAi d• � P I � a • b�o�o 2 � m y o a Q Coo , N Lo O a z ( ' Ly 00 co(D u co �T� Y 0 Ilia j i L0 W 00 co co co m W ' � U u F U Ld ® Q od m z Z O� _0 ®� I— LLB LL N 0 0® rn uj _� 0 o o zU <Lu o __I C U) {� 1 ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: A33-v2 A-3,3 119-155-GOL LPCOOES I �R�Iwlw�wl■w�1�1 w 11 ■�■ 11 ■ w� _ 1 ROOM F IN IS H S C H-E D U L E ROOM ROOM NO. _ ROOM NAME FLOOR\FINISH BASE WALLS\FINISH CEILING FINISH CEILING HEIGHT REMARKS NO. e,�,,ROO.M NA�v1E._.. , .,;..... , ..... FLOOR\FINISH BASE WALLS FINISH CE.IhING FINISH CE_ILING._,.H IGI T REMARKS 101 SALES FLOOR CONCRETE\NONE 4" VINYL (9 GYP. CMU,\ EXPOSED\PAINTED NONE 120 NOT USED 7- .,. �,..., - ,... �.. ..•:,:. - ,. - �, .• ,, - - i BD. WALLS ONLY PAINTED f 102 VESTIBULE CONCRETE \ „ 4 VINYL CMU 2'x2' A.T.C. \ 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 121 NOT USED .:... - .. - -''•.. - - .... .._ ,... _.. - BROOM FINISH PAINTED (EPDXY) HEAVY DUTY 103 BREAKROOM CONCRETE\NONE 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9-0" A.F.F. 122 ELECTRICAL ROOM #1 CONCRETE\NONE NONE CMU \ PAINTED (EPDXY) EXPOSED\NONE NONE 104 NOT USED 123 VESTIBULE CONCRETE \ 4" VINYL CMU \ EXPOSED\PAINTED NONE BROOM FINISH PAINTED (EPDXYL- 105 VESTIBULE CONCRETE \ BROOM FINISH 4" VINYL CMU PAINTED EPDXY ( 2'x4' A.T.C.„ STANDARD \ 9'- 0 A.F.F. 1 24 PTC OFFICE CONCRETE\NONE 4" VINYL CMU, GYP. OX \ PAINTED (EPDXY) 2'x4' A.T.C. STANDARD A.F.F. 106 FOYER _ CONCRETE\NONE 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. , z2_1 -..;....�-,,:-_,!r /.•-.........!..._, ,...,„-_`�_• 125 CLASSROOM CONCRETE\NONE �� 4 VINYL CMU, GYP. BD. PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD ,- ,_ 9 0 A.F.F. 107 MONEY ROOM CONCRETE\NONE 4„ VINYL CMU \ PAINTED GYP BDPAINTED \ "WHITE" TEXTURE WHITE' 9'- 0 A.F.F. PROVIDE CARBON STEEL SECURITY MESH AT 1 26 UTILITY CLOSET CONCRETE\NONE 4" VINYL _ GYP BD\PAINTED 2'x2' A.T.C. \ g'_0" A.F.F. (EPDXY) l CEILING (SEE DETAIL ON SHEET A-4.2) EPDXY PAINT STANDARD 108 PICKUP CONCRETE\NONE 4" VINYL CMU \ GYP BD\PAINTED TEXTURE "WHITE" r 9 -0 A.F.F. i PROVIDE CARBON STEEL SECURITY MESH AT ? 127 JANITOR CONCRETE\NONE 4 VINYL FRP 2'x2 TILE CI_G. \ „ 9 -0 A.F.F. FRP APPLIED UP TO 9'-0" AFF PAINTED (EPDXY) CEILING (SEE DETAIL ON SHEET A-4.2) ' HEAVY DUTY 109 PROCESSING CONCRETE\NONE 4" VINYL CMU \ 2'x4' A.T.C. \ „ g'-0 A.F.F. � -`,..!.�!`..-% / _: _. ' --'^,.�.! ,.-, 1 28 UNISEX TOILET TILE 6 TILE WR GYP BD\ 2 x2' A.T.C. ' \ � 9 -0' A.F.F. EPDXY PAINT ON WATER RESIST GYP _ PAINTED (EPDXY) STANDARD CERAMIC TILE STANDARD REF A-4.1 FOR FINISH LOCATIONS 110 RETURNS CONCRETE\NONE 4" VINYL CMU \ PAINTED (EPDXY) 2'x2' A.T.C. \ HEAVY DUTY 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 129 ALCOVE CONCRETE NONE \ 4" VINYL CMU, GYP. BD. \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. 111 VESTIBULE CONCRETE \ BROOM FINISH 4" VINYL CMU PAINTED 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 13 MEWS TOILET TILE 6" TILE WR GYP BD 2'x4' A.T.C. \ 9'-0" A.F.F. EPDXY PAINT ON WATER RESIST GYP (EPDXY) HEAVYDUTY\ CERAMIC TILE STANDARD REF A-4.1 FOR FINISH LOCATIONS 112 ELECTRICAL ROOM #2 CONCRETE\NONE NONE PAINTED \ 13'-10" A.F.F. 131 WOMEN'S TOILET TILE 6" TILE WR GYP BD\ 2'x4' A.T.C. \ 9'_0" A.FF .. EPDXY PAINT ON WATER RESIST GYP (EPDXY) STANDARD CERAMIC TILE STANDARD REF A-4.1 FOR FINISH LOCATIONS 1 1 3 ELECTRICAL CLOSET CONCRETE\NONE NONE CMU, GYP BOARD\ PAINTED (EPDXY) GYP BD\PAINTED TEXTURE 'WHITE" 10 A. -0 AF. F. 2 HOUR RATED WALLS AND CEILING 132 ASSISTANT MANAGER CONCRETE\NONE 4 VINYL GYP, BD. \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9>_U„ A.F.F. 114 TELEPHONE CONCRETE\NONE 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. 133 DISTRICT MANAGER CONCRETE\NONE 4" VINYL CMU, GYP. BD. \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. 115 SPRINKLER CONCRETE\NONE NONE CMU \ NONE EXPOSED\NONE NONE 134 GARDEN CENTER CONCRETE\ NONE CMU \ EXPOSED\PAINTED NONE PAINT COLUMNS P-1 BROOM FINISH PAINTED 116 CART STORAGE CONCRETE\NONE NONE CMU \ PAINTED 2'x2' A.T.C. \ HEAVY 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 135 ELECTRICAL CLOSET CONCRETE\NONE NONE CMU \ GYP BD\PAINTED T I 10'-0" A.F.F. 2 HOUR RATED WALLS AND CEILING DUTY PAINTED (EPDXY) T WHITE 117 RECEIVING CONCRETE\NONE NONE CMU \ PAINTED EXPOSED\PAINTED NONE 136 ALCOVE CONCRETE NONE \ 4" VINYL CMU, GYP BD\ 2'x2' A.T.C. \� 9'- 0" C.F.F. - PAINTED (EPDXY HEAVY DUTY 118 RECEIVING OFFICE CONCRETE\NONE 4" VINYL CMU \ PAINTED EXPOSED\ PAINTED @ ROOF NONE 137 ALCOVE CONCRETE\NONE NONE CMU \ PAINTED (EPDXY) 2'x T. \ STANDARD 11'-4" A.F.F. 119 STORAGE CONCRETE\NONE NONE CMU \ EXPOSED\PAINTED NONE PAINTED 2 HOUR RATED SHAFTWALL CEILING G EN ERATCJR/TRAN S FORMER PAD PLAN 5 SCALE: 1/8"=V-0" A-1.0 M 12'-0" 1 6'-0" I I � o - I I 00� RECEIVING /1 °� Q OFFICE C-A -t O } .I `,j 1'-4„ 6 ` 01, M.O. 4 9 3'^ ,� u ENLARGED VESTIBULE �> 4 FLOOR PLAN s E SCALE: 1/8"=1'-0" A-1.0 f KEYNOTES 2.02 GALVANIZED CHAINLINK FENCE W/ 2" BLACK FABRIC. 5/8"HEAVY DUTY BLACK FABRIC TO 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-O"L W/ BOT. ® 9'-6" A.F.F. REFER TO A-2.2. 12'-0" A.F.F. REFER SPECS. '-` /,." `' '. `' `/ .' ,'-- `;- .,,-...� ­`/'-....,'-_...`• :..... ....._ 5.14 6 PIPE BOLLARDS REFER DETAIL 1 /S-3.2. 2.05 GALVANIZED CHAIN LINK FENCE W/ VINYL COATED BLACK FABRIC TO 12'-0" A.F.F. 5/8" HEAVY %i DUTY BLACK FABRIC TO 8'-0- A.F.F. W/ 2" BLACK FABRIC ABOVE 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1/2" DIA x 4" EXPANSION BOLTS, COUNTERSINK, @ 3'-0" OC, MOUNT W/ BOTTOM ® 5" AFF MIN 3 02 CONCRETE SIDEWALK 12 �2 WALL TYPES: o- 1 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK 1A 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK AND SEAL (1-HR UL DESIGN U905; REF: 8 A-2.2 16 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK AND SEAL (2-HR UL DESIGN U905; REF: 8/A-2.2) IC 12" SPLIT FACE CMU W/ FOAM INSULATION, (SIM TO �\ 3/A-3.3) 3-5/8" x 25 GA METAL STUD FURRING 0 ;* 'o '00 16" OC W/ 5/8" "WR" GYPSUM BOARD ON ONE 0 SIDE TO 9'-4' 2 ' , 8" SMOOTH FACE CMU, EXTEND TO BOT OF ROOF DECK 1 F 2Af 8" SMOOTH FACE CMU, EXTEND TO 16'-8" A.F.F. 213) 8" SMOOTH FACE CMU, EXTEND TO BOT OF ROOF DECK AND SEAL (2-HR UL DESIGN U905; REF. B/A-2.2) 2C `l 8" SMOOTH FACE CMU, EXTEND *To 9'-4" AFF "" r j 2D� 8" SMOOTH FACE CMU, EXTEND "TO 16'-0" AFF r 2E } 8" SPLIT FACE CMU, EXTEND AS DETAILED > ;1 , 3 6" x 20 GA METAL STUDS © 16" OC, 5/8" FIRE RATED GYP BD EACH SIDE, EXTEND TO 9'-4" AFF r 3A '.6" x 20 GA METAL STUDS @ 16" OC, 5/8" t. I GYP BD EACH SIDE, ACOUSTICAL BATT INSULATION, r i ,EXTEND To 10'-0" AFF 4 `13-5/8" x 25 GA METAL STUDS @ 16" OC, 5/8" ,GYP BD EA SIDE,EXTEND ABOVE CEILING - 1 i 4A`:1 3-5/8' x 25 GA METAL STUDS 9 16" OC, 5/8" GYP BD EA SIDE, ACOUSTICAL BATT INSULATION, `. EXTEND TO 10'-0" AFF r } 't \3 t 5 ) 2 1/2" 25 GA METAL C-H STUDS W/ 1" RATED j C SHAFTLINER PANEL ON CLOSET SIDE & (2) LAYERS OF 5/8" FIRE RATED GYP BD ON ELECTRICAL � ROOM SIDE, EXTEND TO 10'-0" AFF. CAP W/ SAME SYSTEM t1 ) (2-HR UL DESIGN U428; REF. 10/A-2.2) r 6 16" SMOOTH FACE CMU, EXTEND 9'-4" AFF 7 17 X 25 GA METAL FURRING CHANNEL ® 16" OC, W/ -� 5/8" GYP BD, EXTEND TO 9'-4" AFF ATTACHED TO 8" OR 12" SMOOTH FACE CMU, AS INDICATED ON THE PLAN �STRU�TURQ& 6.02 4x8xPRIO/4" FRT PLYWOOD W/ TOP @ 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT LEGEND: �3O�3TOOLED JOINTS IN�GONGRTEREF: NG 1-HR. RATED WALL 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER 7.11 EDGE OF METAL CANOPY. 2-HR. RATED WALL STRUCTURAL SHEET S1.1 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET DOOR NUMBER xx SHEET S1.1 ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW. REFER A-6.0 WINDOW: -NUMBER Q 5.01 ROOF ACCESS LADDER. SEE SHT. A-7.0 FOR LADDER DETAILS. REFER f A-6.0 - ,. GATE NIJ ' BER 5.03 TUBE STEEL COLUMN. REFER A-6 0 14 TOTAL i G) G F E D 16'-0 1/2" 109'-4" M.O. ' 42' 0" i 48'-0" 36,-O„ 4'-4» 4'-ll 1/2' 4 10'-11" 10'-11" 14'-6" 21'-10 3/4" I 38'-1 1/4" Q i I 2.01 I 00 al 5.03 5.03 ,w■ ■r ■i■■■ w w ■■■■ .., w v ■..I w w sm a m a® w w w a--■ w w w a eq LLCOVE AL7C�-------------- --- �I 136 4 1 JANITOR UTILITY I - 1_4 1 N 127 25 1OSET PTC - - 33 4 32 I �i 6/A-2.2 4A 27 4 27 1 in OFFICE '�. DISTRICT ASSISTANT Q ' d 124 1 MANAGER MANAGER (' zt, r UNIS X �;> CLASSROOM - 1 `OQ ..._ 1-....; 133 3A 4 132 3A 4....A....., TOILET 100 02A 1 .,� 4 3A 128 4 4 1 125 4 �j VESTIBULE I 1 O - F7 n 3A '°` 2 3 1 I i d i 102 ^� cy 6 (� 6 616 �� N 6 ` 1 I ' ....� 602� � � 1 7 4 �I 1 --1Do 4 1 �2 1 I WO EN'S - MEWS TOILET`: TOILET i2 - j 131 4A 130 IF I_OOR DRAIN, . ; Uj a a ooPo ,� D� nnnn 1 ®ea■. w41A-41 ----r�----a®a®----a�wwww ®a_w®w_■r wow r®a®® ® 1 Q I -I I .1 I r 8 0,00ll- L OPP. HAND 1. 5'-4" 4,=016'-0 1/2" 4'_0" 5'-4" 55'-2 3/4" 29'-1 1/4" 4'---0" 1-0 10 -8 M.O. 24'-0 1/2" 93'-8" 1 1'-8" 3 ENLARGED FLOOR PLAN SCALE: 1/8"=l'-0" 9,-4„ s Fr L a WErwSr HOME CENTERS, INC. P.O. 80X 1111 N. VVIL.KESBORO, NC 26656 B REVISIONS PRE -BID SET L POST BID SET ISSUE DATE ISSUE DATE DATE I DESCRIPTION 05.24.02 ;.2 .. RACKING PLAN 06.20.o2 A coDE COMMENTS 08.13.02 ® REMSI(NJ 14 THIS DRAWING IS THE PROPERTY OF LOW28 HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15102 AND IT 16 NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORATA LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUI RE6 THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. A 9 0 0 • N 00 N co I 'N 5,-4" 4'-1 1 1/2" 1 r W Lu w .. U 106 D 0 z 0 w 0 TZ u n h � � z 0 O � �0 � � U 0 < z 0 0 ) �t Lu o Of A ORIGINAL ISSUE DATE: 04115(02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: RECEIVING 2 OFFICE PLAN SCALE: 1/8"=V-0" A-1,0 ENLARGED FLOOR PLAN SCALE: 1 /8"= l'-0" 02/18/02 A40-V2 .410 lt,r QCL,. LPCODE5 DRAWING NUMBER: •. - DOOR MOU N 15SCALE: 1/4"=1" TILE ON 5/8" GYP. BOARD ON METAL STUDS 2X FIRE TREATED WOOD BLOCKING, ANCHOR TO STUDS LAG BOLTS BY PARTITION SUPPLIER TING DETAIL 1/A-4.1 MOUNTED 1 ,. 1 �.......... URINAL BULLNOSE BASE PARTITIONS MEN'S TOILET ELEV 12SCALE: 3/8"=V-0" CEILING LINE PAI I` BULLNOSE TIL AT EDC REFER 7 PLUMBING SHEE" FOR FIXTURE 6 x6" BULLNO' TILE BASF MEN'S TOILET 8 SCALE: 3/8"=1'-0" UNISEX TOILET ELEV p" v g" BULLNOSE v T.I f -IN ELEV 1/A-4.1 REFER TO PLUMBING C"UE-[•TC L7Il[? CIYTI IC?r FLOOR DRAIN, RE PLUMBIN 6" X 6" TILE AROUI` PERIMETE 12" X 12" TILE, T) 6" X 6" TILE, TY TOILET FLOOR FINISH PLAN 14SCALE: 1/4"=1'-0" 1/A-4.1 0 `-6" 6" BULLNOSE FLOOR MOUNTED TOILET PARTITIONS -� ��-- 6" X 6" CERAMIC TILE 1 t_vvI. IVIVVIVI V1. - - - \IN, REFER PLUMBING _E AROUND PERIMETER ' TILE, TYP TILE, TYP 6" BULLN( CERAMIC 1 �- 6 X 6 CE RAMIC TILE 12" X 12" x TILE BASE TILE CERAMIC WOMEN'S TOILET ELEV 11 SCALE: 3/8"=1'-0" 1/A-4.1 6" X 6" BULLNOSE 12" X 12" CERAMIC TILE CENTER 1'-6" x 3'-0" MIRRORS CEILING LINE CERAMIC TILE OVER EACH LAVATORY, CAULK AROUND MIRRORS FLOOR MOUNTED URINAL = :..::. .. DARTITIONS O I PF�I us UNISEX TOILET ELEV 4 SCALE: 3/8"=V-0" 1/A-4,1 I� I 1:_5 I O O O O O O X O O F'S i N :2 I N i O F- -1 J - - 6" X 6" CERAMIC TILE CHANGING TABLE NAND DRYER PROTECTIVE COVER AT REFER PLUMBING SHE FO PAPER TOWEL SUPPLY AND DRAIN, TYP. WALL MOUNTED LAVATORIES DISPENSER 4 WOMEN'S TOILET ELEV 7 SCALE: 3/8"=V-0" . 1/A-4.1 ELECTRIC HAND DRYER 6" X 6" BULLNOS CERAMIC TILE CENTER 1'-6" X '-0" MIRROR OVER LAV TORY. CEILING LINE CAULK AROUND M RROR GRAB BAR -6 o T P HOLDER 0 I 0 I cD NA KIN DISPOSAL 4 L00 R JNTED rOI LET ITIONS FIXTURES WOMEN'S TOILET ELEV 13SCALE: 3l8"=l'-0" 1/A-4.1 • L [3 W Err HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28666 20'-4" `ro -" 2.01 7'-11 1/8" 11-11 1/8" 6'-10 3/ r 9'-5 3/4" 6'-11" 3'-5» 51-8" 5'-8" 6'-0" 4'-5 1/4" 8" X 8" TUBE \ ___ _ ___ _______ _ ----- ----- �_ '------------- --- ---------- ------ ---------- --'r--- �---------- - ----- ---- ------------ ------------- -------- --- ---------- ------- —'- --- ! t --I .._ �. (02 00 N \ N UNISEX 25 � Q TOILET �y coLA 128 I I I N in ----------- 32 6/A- 2.2 tj - � 33 00 DISTRICT co §11 REVISIONS >PRE -BID SET POST BID SET ISSUE DATE IL ISSUE DATE DATE DESCRIPTION 05.24.02 i, RACKING PLAN 08.13.02 REVISION j4 THIS DRAWING 16 THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/16/02 AND IT IS NOT SUITABLE FOR USE ON DIFFERENT PROJECT SITE ORATA LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. •m 0 s • 0 w � 4p I 00 5/A-4.1 < ") a JANITOR 4TILI\TY� \m, co 2'-3" 4 -11 1/86 127 CLOSETI Lu 3/®1 126 i r Uw N �o K i� r O I o I I i � i U od J, in 3'' p" I Q ` C m N I d r7 _ -,r� I I N I I I I I z C R. I 1 A-4.1 4 26„I 26'>I 26» I 6» I 26"I f26"I_ 3 - 0" I ,4 I 15 A- 4.1 rJ o C R. .� I I I I I I I I I I I I I I I O REV. I = I - 3 I -1 6 6 I.mar , Do 4. V I 0) I 5 S "' o -. 5'-2 1/2" 3, 1,> 3' 1» 3,_.I,> _1„ 3, 1» 1'-6^' 1 -10 7 3'-1 3/4' 3' 1' 3' 0" 3' 1' 3' 1;,..> 4 1 -6' `�' 1/ A ,_.\ 3'-1 31» q', 1 3--2" I i3-5 5/8 WOMEN'S o '�-. 1 1301 V n w7/A=4:1" TOILET I MENS I- ® 131 TOILET FcR F0 U) �-I I F2 I ORIGINAL ------ I - -- ISSUE DATE: Q4/15102 �- ------ - ---- I „ _ 4 PERMIT SET 4 o ISSUE DATE: 04/15/02 - » 3'-2"3'-2 1/2" 3'-3 1/2" r 3'-8 5/8" 3'-2 1/2" •3'-6" 2'-6" 2'-6" 2'-6" 3'�--2" 6'-2» 7/8„ I CONSTRUCTION SET 6'- 1 ' 3- 6 2' 6 2 6 2 6 �^- 4'-8 7/8" 4'-8 7/8" 27'-8" 4'-5 1 /4" IDRAWING TNUMBER: 26 -9 64'- 3/4" NOTE: REF TOILET PLAN 14/A--4.1 FOR FLOOR FINISH DA4142 A-4, PATTERNS 11�i --G2 SCALE: 1/4"=V-0" 3/A-4.0 '2` L PCODE6 MANAGER cv 133 • L a W Ermsr' HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 26666 GROUT FILLED CMU BOND BEAM CARBON STEEL 1 1/2" #9 FLATTENED 10 GA. EXPANDED METAL. ATTACH TO METAL STUDS 16" O.C. EAC H WAY T.O. MASONRY 9' —4' B.O. CEILING q� 9 -U ll 5/8" GYP. BOARD ON 3 5/8" 20 GA. METAL STUDS U 16" O.C. �IMU WALL - REFER WALL TYPES 4 SECURITY DETAIL SCALE: 11/2"=1'-O" j` ...........`' ..` .. LEGEND ATC: ACOUSTICAL TILE CEILING HDCT: HEAVY DUTY CEILING TILE LAY -IN CLG ,`••� GRID 2 X 4 LIGHT j FIXTURE f ® 1 X 4 LIGHT FIXTURE F ® RECESSED LIGHT FIXTURE SUPPLY AIR DIFFUSER t LINEAR GRILL (' ®RETURN AIR DIFFUSER / SUPPLY AIR DIFFUSER IN GYP BD CLG i • SPRINKLER HEAD f NOTE: CENTER THE LAY -IN CLG GRID EACH WAY i IN EACH SPACE, UNLESS DIMENSIONED OTHERWISE : O- :LIP ANGLE TICKERS AT 48" O.C. 2" CONCRETE MASONRY INIT INTEL BEAM AND STUDS EFER STRUCTURAL 11 DEEP CMU BLOCK TO IATCH 12" CMU (ELIDED METAL TIES EFER STRUCTURAL AINTED STEEL PLATE EFER STRUCTURAL MU WALL BEYOND COUSTIC LAY —IN CEILING /8" GYPSUM BOARD ON 5/8" 25 GA. METAL STUDS C9 16" O.C. 7 SOFFIT DETAIL SCALE: 3/4"=1'-0" GROUT FILLED CMU BOND BEAM CARBON STEEL 1 1/2" #9 FLATTENED 10 GA. EXPANDED METAL. ATTACH TO METAL STUDS © 16" O.C. EACH WAY T.O. MASONRY 9'-4" B.O. CEILING jk 9T__o"lpr 5/8" GYP. BOARD ON 3 5/8" 20 GA. METAL STUDS 0 16" O.C. CMU WALL — REFER WALL TYPES o- 3 SECURITY DETAIL SCALE: 11/2"=1'-0" FLAY— I N —C LG._ 15'-6" LAY-IN-CEILING 12" CONCRETE MASONRY UNIT STEEL STUDS REFER STRUCTURAL PAINTED STEEL TUBE BEAM REFER STRUCTURAL CMU WALL BEYOND HEAD RECEPTOR FOR DEFLECTION AUTO SLIDER HEAD 6 SOFFIT DETAIL SCALE: 3/4"=1'-0" LAY—IN—CLG. t B.O.M. 8'-8" 5 SOFFIT DETAIL SCALE: 3/4"=1'-O" IN SEE 1 /A-4.2 FOR C I CEILING PLAN FOR CONTINUATION i' A 2 SCALE: 1/8"=1'-0" nL nK LAY —IN —CEILING 12" CONCRETE MASONRY UNIT LINTEL BEAM AND STUDS REFER STRUCTURAL 4" DEEP CMU BLOCK TO MATCH 12" CMU WELDED METAL TIES REFER STRUCTURAL LINTEL BEAM REFER STRUCTURAL PAINTED STEEL PLATE REFER STRUCTURAL CMU WALL BEYOND REFLECTED 'A CEILING PLAN OZ/18/02 SCALE: 1 /8"=1'-0" A42-V2 L"PdODE6.• REVISIONS OPRE -BID SET /L POST BID SET ISSUE DATE L� ISSUE DATE DATE DESCRIPTION 05.24.02 RACKING PLAN 08.13.02 ® REVISION/4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04116M2 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORATA LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • e e e e e � n s O i • q Q � 0 o75r e e .-. LaIl c0 4•. 00 O ZN 00 C) LID U J 0 cc)L N Lo � 1 lVl � ® IIII� e �u U z LU -T' EL U z m _� LLI o L N uj a F OOda) do F_ Ill Z LL - LL. ® W oZS ", (/ � e ORIGINAL 04/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET -- ISSUE DATE: DRAWING NUMBER: A-42 0 cn ffi BUTTS DOOR SIZE (D.S,) FRAME SIZE FRAME DETAJLS (652 UNLESS OTHERWISE NOTEI DOOR ROOM W X H _DOOR DOOR MATERIAL NO. LOCATION (1 3/4-THK.) MATERIAL FINISH (TYPE OPENING) FINISH JAMB HEAD DEPTH JAMB HEAD SILL U5 ITEMS "�� "OR 01D 17E HAGER OlE 19 " ' H.M.(16GA.) SEE SEE 3 -0 x7 -0 H.M.(18GA.) PAINTED PAINTED 2" 4" 5 3/4" 6 1 3 3 FBB179 NRP 01 F PLANS PLANS CMU / 4C /A6.1 4B/6.1 4A / 01G 22B BB1279 NRP 01 J 34 01B 01C 101 SALES 14'-0" X 10'-0" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 5B/A6.1 5A/A6.1 - - 01H 101 SALES 18'-0" X 14'-0" GALV. STEEL PAINTED MFG. STANDARD PAINTED - - - 2C/AG.1 2B/A6.1 4 - - - 02A 102 VESTIBULE 16,-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 10B/A6.1 5A/A6.1 - - 02B 102 VESTIBULE 16'-0" X 11'-4" ALUMINUM CLEAR ALUMINUM CLEAR --- - - 6/A6.1 5D/A6.1 5A/A6.1 - - 02C 102 VESTIBULE 16'-0"x10!-0" GALV. STEEL PAINTED ••- MFG. STANDARD PAINTED MFG. STD. MFG. STD - 2C/A6.1 2B/A6.1 - - - 03A► 103 BREAKROOM 3'-0"x7'-0" WOOD (` SEE SPECS �CMU H.M. (16GA.) PAINT 2„ 4" 5 3/4„ 3C/A6.1 3B/A6.1 3A/A6.1 3 3 FBB 179 NRP BB 1279 03B 103 BREAKROOM 3'-0"x7'-O" H.M.(18GA.) PAINTED H.M.(I6GA.) PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 3 FBB179 NRP 04 104 CORRIDOR 3'-0"x7'-O" WOOD SEE SPECS H.M.M(16GA.) PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 3A/A6.1 3 3 FBB179 NRP BB 1279 05 105 VESTIBULE 30-0"x7'-O" H.M.(18GA.) PAINTED CMU 16GA.) PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 3 FBB179 NRP BB1279 NRP 07 107 MONEY 3'-0" WOOD SEE SPECS 1 . H.M. (16GA.) CMU PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 3A/A6.1 3 3x7'-O" FBB179 NRP BB1279 NRP 08 108 PICKUP 3'-0"x7'-O" H.M. (120A.) PAINTED H'MU(16GA•) PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 3 FBB179 NRP BB1279 NRP 09 109 PROCESSING 3'-O"x7'-O" H.M. (18GA.) PAINTED H.M. (16 GA.) CMU PAINT 2" 4" 5 3/4" 11/A5.0 3C/A6.1 3B/A6.1 3A/A6.1 3 3 FBB179 NRP BB1279 NRP 10 110 RETURNS 14'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CLEAR - - __-- 1 O/A5.0 6/A6.1 10 B/A6.1 10/A6.1 - - 11A 111 VESTIBULE 16'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CMU CLEAR ----- �"' -" 6/A6.1 10/A6.1 6/A-4.2 4 OA/A6.1 - - 11B 111 VESTIBULE 16'-0" X 11'-4" ALUMINUM CLEAR ALUMINUM CMU CLEAR --- --- - 6/A6.1 5D/A6.1 6A/A6.1 - - 12 112 ELECTRICAL ROOM 3'-0"x7'-O" H.M. 18GA.) ( PAINTED H.M. (16GA.) CMU PAINT 2" 4" 5 3/4" 16/A5.0 3C/A6.1 3B/A6.1 3A/A6.1 3 3 FBB179 BB1279 13 113 ELECTRICAL CLOSET 2-6 x7'-0 H.M.(18GA. ) PAINTED H.M. (16GA,) DRYWALL PAINT 2 „ 2 ( t4 3/4":; 11A A6.1 / 11B A6.1 / - 3 3 FBB179 BB1279 14 114 TELEPHONE 3'-0"x7'-O" H.M. 18GA. ( ) PAINTED H.M. (16 GA.) CMU PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 3A/A6.1 3 3 FBB179 BB1279 15 115 SPRINKLER 3'-6"x7'-O" H.M.(18GA.) PAINTED .(16GA.) U UBB1279 pCM PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 3 FBB179 NRP NRP 16A 116 CART STORAGE 8'-O"x7'-4" MFG. STANDARD FACTORY FIN. STL. TUBING PAINT - - - 13/A5.0 12/A5.0 14/A5.0 - - 168 116 CART STORAGE PR. 4'-O"x7'-O" GALV, STEEL MFG. STANDARD MFG. STANDARD PAINTED (LT. GRAY) MFG. STD. MFG. STD. - 13/A5.0 12/A5.0 14/A5.0 - MFG. STD. MFG. STD. 17A 17B 17C 117 RECEIVING 9'-4"x10'-0" GALV. STEEL PAINTED MFG. STD. PAINTED MFG. STD. MFG. STD. - 2C/A6.1 SIM 2B/A6.1 SIM 17D 117 RECEIVING 8'-O"x1U'-O" GALV. STEEL PAINTED MFG. STD. PAINTED MFG. STD. MFG. STD - 2C/A6.1 Sim 3C/A6.1 1 C/A6.1 2B/A6.1 SIM Sim 36/A6.1 1 B/A6.1 1A/A6.1 - 3A/A6.1 - 3 3 FBB179 BB1279 18 28 1 18 128 RECEIVING OFFICE UNISEX TOILET 3'-0"x7'-O" ,.........,,:..�,.. ,.......",.., ' ;- WOOD ( •v \`� " `' SEE SPECS., .r•.. �`2 H.M. (16GA.) DRYWALL, CMU PAINT 2" 4" 0 18 2" 0 28 REF WALL TYPE 22A 122 ELECTRICAL ROOM ;, ,2-,; FIXED 2'-0"x7'-10 OPER. 3 -0 x7'-10 j{,M.(18GA.) 3 PAINTED H.M. (16GA.) CMU PAINTED 2' �.., 2„ , 5 3/4" SIM 4C/A6.1 4j�A6.1 SIM 15C/A6.1 4A/A6.1 - 6 FBB179 BB1279 23A 23B 123 VESTIBULE 14'-0" X 10'-O" ALUMINUM CLEAR ALUMINUM CLEAR --- - - 6/A6.1 5A/A6.1 - - 23C 123 C.S. VESTIBULE 18'-0"x10'-O" MFG. STANDARD FACTORY FIN. PRIMER GREY MFG. STANDARD PAINT - - - 24 124 PTC OFFICE 3'-0"x7'-0" WOOD `, '�, SEE SPECS s •f` N.M. (16GA.} 2_: DRYWALL PAINT 2" 2" REF WALL 1 TYPE C/A6.1 1 B .. / A61 1 AA61 / 3 3 FBB 179 BB 1279 25 125 CLASSROOM 3'-0"x7'-O" WOOD SEE SPECS H.M. (16GA.) : 2 DRYWALL PAINT 2" 4" RETYPE WALL 1 C/A6.1 1 B/A6.1 1 A/A6.1 3 3 gg61279 26 27 126 127 UTILITY CLOSET JANITOR'S CLOSET 3'-0"x7'-0" WOOD `SEE SPECS 12; H.M. (16GA.) 4 DRYWALL PAINT 2 2 REF WALL 1 TYPE C/A6.1 1 B/A6.1 1 A/A6.1 3 3 FBB 179 BB 1279 32 33 132 133 ASS'T MANAGER DIST. MANAGER 3'-0"x7'-O" WOOD ;, SEE SPECS 1� :'2:: H.M. (16GA.) DRYWALL PAINT 2" 2" REF WALL 1 TYPE C/A6.1 -1 1 1A/A6.1 B/A6.1 1A/A6.1 1 1 B/A6.1 - 3 - 3 6 FBB 179 BB 1279 FBB179 BB1279 35 135 ELECTRICAL CLOSET PR. 2'-O"x7'-O" H.M.(18GA.) PAINTED H.M. (16GA.)DRYWALL PAINT _--.- 2" 2" , q 3/4" : GATE SCHEDULE O GATE NO, LOCATION WIDTH/HEIGHT HARDWARE REMARKS OGARDEN CENTER PAIR 4'-0"x7'-O" SEE NOTE 1 & SIGNAGE PER 5/A-7.0 2 NOT USED ONOT USED f 4 NOT USED S GARDEN CENTER PAIR. 4'-0"x12'- "'BEST" 19 0 A.F.F. 2 ID 7,2-2T O GARDEN CENTER PAIR. 4'-0"x12'-�;21[3722T 12'-0" A.F.F. BE 4 OGARDEN CENTER PAIR, 4'-0"x7'-O' EE NOTE 1 4 SIGNAGE PER 5/A-7.0 O GARDEN CENTER 16'-0" x 16'-0" BEST" 21 B722T A ALUM. CANTILEVERED SLIDER OGARDEN CENTER 3'-0"x7'-0" SEE NOTE 1 SIGNAGE PER 5/A-7.0 10 UTILITIES 4'-0"x7'-0" SEE NOTE 1 4 SIGNAGE PER 5/A-7.0 4 1 UTILITIES PAIR. 6'-0"x12'-O" "BEST" 218722-T 12 ROOF LADDER REFER A-6.1 "BEST" 21B722T GATE SCHEDULE NOTES: 1. PANIC HARDWARE BY DETEX CORPORATION, INC., DEVICE #V40XEBXW-48, BATTERY ELIMINATOR' BE 961-1, ( WILL POWER UP (3) EXIT DEVICES IF NOT MORE THAN 75' AWAY TO THE MOST REMOTE UNIT.) MUST BE MOUNTED INSIDE OF BUILDING OR IN A WEATHER TIGHT ENCLOSURE. BEST MORTISE CYLINDER 1 E74-626 (FOR INSIDE ALARM) 2. SEE SHEETS A-1.0, A-2.0 FOR CHAINLINK FABRIC TYPE. 0 DOOR REMARKS LOCKSET CLOSER DOQR STOP PUSH PLATE DOOR PULL PLATE FIRE EXIT DOOR do THRESHOLD WEATHER STRIPPING REMARKS: SEE SPECIFICATIONS FOR FURTHER INFORMATION (626) - SATIN CHROME " " NORTON OR (626) (630) "H�1GER" (630) (630) FRAME PLATE (SEE NOTE 4) REMARKS 1 BI-PARTING SLIDING DOORS. INSIDE 14 NOT USED " BEST" "YALE " -IVES" OR BALDWIN OR -�MER" QR "I�GER" 0� "ADAMS-RITE" FIRE RATING "NATIONAL GUARD" "PEMKO" "NATIONAL GUARD" DOOR SLIDE W/ BREAKAWAY DOORS & BALDWIN BAt-DWiN BALDWIN \ ' OR OR "PEMKO" N0. SIDELIGHTS & TRANSOM PANEL PROVIDE 0 62 �� AUTO. O.H. OPENER. REF. 5D & 6/A6.1 1E76-C181 OUTSIDE KEYED CYLINDER FOR 8501-BF-DA 3 Ml ( 8701-36-M1-628 3083-37-00-626 626 425 15 NONE 01A 01D 17E 2 BI-PARTING SLIDING DOORS. INSIDE 15 ' PEMKO - RAIN CAP #346C-LAR OR NATIONAL GUARD DRIP STRIP #16 A OUTSIDE TRIM (RPI) 3501-BF-DA OUTSIDE TRIM 01D, 01E, 01F, ` 171A 700 ES & 200 NA 34 01D) 13 (17E 4 01 E 19 SLIDE W/ BREAKAWAY DOORS & 16 ON INACTIVE DIG, 290 AS & 315 CN 01F SIDELIGHTS PROVIDE AUTO, O.H. OPENER. LEAF: (2) FLUSH BOLTS IVES . 01J, 17E, 19, 22B �' 01G 22B REF. 5 & 6/A6.1 4S8B-626; ASTRAGAL (MOUNTED SIDE) & 34 ONLY) ;' 4 28 (01 E, 19, 01 J 34 P58MK0 285AV-628 NATIONAL GUARD 1 E76-C181 OUTSIDE-.. ,.., .- 1 3 ENTRANCE ONLY TRAFFIC A W/ FACTORY THUMBTURN � MFR'S. STD. MFR'S. STD. 01 B O1 C 4 EXIT ONLY TRAFFIC 17 ON ACTIVE LEAF: (1) O.H. HOLDER GLYNN- JOHNSON #GJ-903H-3X-rB--630 5 TWO WAY TRAFFIC 21 B732T MFR'S. STD. 6 INSULATED SECTIONAL DOOR W MOTOR / 18 19 NOT USED 4"x25' VIEW WINDOW W/ MTL. FRAME 10, 28 01H 1E76-C181 OUTSIDE W/ FACTORY THUMBTURN HOIST (SEE SPEC.) AND CHAIN HOIST BACK-UP W/ PADLOCK; 3� HEAVY DUTY W/1/4" THK. CLR. WIRE CLASS MFR'S. STD. MFR'S. 1,4 1E76-C181 OUTSIDE STD. 4 02A TRACK; PROVIDE 3 BUTTON REMOTE SWITCH 0 FRONT WALL (SEE ELEC.) 20 HALF GLASS WINDOW W/ MTL. FRAME W/ 1/4" THK. CLR. TEMP. W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 1.4 02B GLASS 7 NOT USED 21 NO THRESHOLD PLATES. AUTO DOORS 21 B732T SHALL HAVE SPECIAL BOTTOM SWEEPS MFR'S. STD. 11, 25 02C 8 RIBBED STEEL (INSUL.) SECTIONAL DOOR TO ACCOMMODATE THIS CONDITION. 93K7D15D-S3 8501-BF-DA 3501-BF-DA WS407 CCV 409 NO EXIT (SEE SPECS). COORDINATE W/ HARDWARE 22 UNINSULATED ROLLING DOOR W/ CHAIN HOIST AND 4 12 03A SUPPLIER FUSIBLE LINK RELEASE 1 E76-C181 OUTSIDE KEYED CYLINDER FOR 8501-BF-DA 4 9 IMPACT DOORS, SEE SPECIFICATIONS 23 PROVIDE PEEP -HOLE SIGHT GLASS HARDWARE "IVES" 698B 26D ® 5'-0" AFF 03B OUTSIDE TRIM 3501-BF-DA 308.-37-0-628 3083-37-00-626 OUTSIDE TRIM 425 700 ES & 200 NA 15 10 DOOR 24 BI-PARTING SLIDING DOORS INSIDE SLIDE 290 AS & 315 CN HOISTU(SEEDSP<°CSI) ANNG D PADLOCK AND AND TRANSOM PANELS PROVIDE 93K7D15D-S3 8501-BF-DA WS407 CCV FOR CHAIN; LOCK CYLINDER FOR AUTO. O.H. OPENER. REF. 6/A6.1 3501-BF-DA 409 A\, 87 -3 -M1-628 4 19 04 ELEC. SWITCH IN HOIST 25 PROVIDE A SIGN W/ A RED BACKGROUND 1 E76-C181 OUTSIDE KEYED CYLINDER FOR 8501 -BF-DA 8701-37-MI-628 3083-37-00-626 425 700 ES &. 200 NA UNINSULATED ROLLING DOOR W/ CHAIN HOIST SEE SPEC. ( ) & WHITE LETTERS (MIN. 1") TO READ AS "THIS OUTSIDE TRIM 3501-BF-DA OUTSIDE TRIM 1 71A 290 AS &. 315 CN 15 05 11 FOLLOWS: DOOR TO REMAIN OPEN WHEN THE BUILDING IS OCCUPIED." 93K7D15D-S3 8501 -BF S407 CCV W 12 UNDERCUT DOOR 3/4' MOUNT ON WALL AT CHAIN HOIST AT 3501-BF 409 12, 23 07 13 10'x10" WINDOW W/ MTL. FRAME & 5'-0" A.F.F. - TO CENTERLINE. CENTERLINE. " 1 E76-C181 OUTSIDE 8501-BF 1/4" T. CLEAR TEMPERED GLASS ASS i, 26 PROVIDE A PAINTED SIGN W/ WHITE KEYED CYLINDER FOR LETTERS (MIN. 1") TO READ AS FOLLOWS: f OUTSIDE TRIM 3501-BF 15 08 =!` "MAIN FIRE ALARM PANEL INSIDE".. :. .1".. ~FLUSH 8501-BF 27 ACTIVELEAFIS RH, BOLT ON THE 93K7D 15D-S3 3501-BF 09 INACTIVE 1 E76-C181 OUTSIDE 28 TRIMCO #1821 X US32D PULL ® EXTERIOR W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 5,24 10 1 E76-C181 OUTSIDE 1 E76-C 181 OUTSIDE W/ FACTORY THUMBTURN MFR S. STD. MFR'S. STD. 1, 3 11A 1E76-C181 OUTSIDE DOOR TYPES W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 1, 3 11B 93K7D15D-S3-626TL 501-BF-DA 501-BF-DA 20 MINUTE 12 SEE SCHED. � GLASS WINDOW. SEE SE SCHEDUE �..,-..� GLASS WINDOW. SEE 93K7D15D-S3-626TL 501-BF-DA WS407 CCV REMARKS FOR TYPE & SIZE OF GLASS IF I REMARKS FOR TYPE & SIZE OF GLASS IF 3501-BF-DA 409 1 -1/2 HOUR 13 REQUIRED. REQUIR E., REMARKS w DON 93K7D15D-S3-626TL 501-BF-DA 501-BF-DA 20 MINUTE 14 o = g" g" �,! 03A. U7 18 24 0 = 01A 01 D •... O1 F 01 G V �� r2?. ) 26 27 28 32 v z o 03B 05 08 11 01J �) � 15 17E 19 14 93K7D15D-S3-626TL 8501-BF-DA 425 700 ES & 200 NA 15 LIJw V) 33 � L0 34 35 09 12 22 3501-BF-DA 171 A 90 AS & 315 CN ; 15, 26 f �z6 \ 21 B732T ; MFR'S. 1.. DOOR ELEVATION DOOR NUMBERS DOOR ELEVATION DOOR NUMBERS - -' ,,A -'� STANDARD 8 16A 9 16B SEE SCHEDULE SEE SCHEDULE -- PROVIDE FULL 21 B732T 17A LAP PLASTIC 11 4 17B 17C J w STRIPS AT DOOR #17D & #21D 21 B732T MFR'S. 0 w 01 H 02C 176 STANDARD 1 1, 28 17D V) � 7B I " 93K7D15D-S3 0 18 3501-BF- DA E w 16B Q V) 3 ....,_, 12, 18 93K7L15D-S3 0 28 3501-BF-DA � 20 0 18 f 28 -DOOR NUMBERS DOOR NUMBER 93K7D15D-S3-626TL PR 8501-BF-DA / DOOR ELEVATION (REFER TO 15/A5.0) - - DOOR ELEVATI PR 3501-BF-DA 12, 16, 17 2 W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 2,5 23A 23B SEE SCHEDULE 21 B732T - - MFR'S 6 •-DSB GLASS STANDARD 23C 4 c 93K7D15D-S3-626TL WS407 CCV 12 24 = 8501-BF-DA WS407 CCV ILL ILL 93K7D 15D-S3-626TL 3501-BF-DA 409 12, 19 25 PANELS AS NOTED 16A 23C L®U,Erwv HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28666 em REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 Z,, RACKING PLAN 06.20.02 Zh CODE COMMENTS 08.13.02 AA REVISION 14 THIS DRAWING IS THE PROPERTY OF LOWTS HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ONA SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/11902 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NO f AUiHORILED AND IS CONTRARY TO THE LAW. 0 93K7D15D-S3-626TL 8501-BF-DA WS407 CCV DOOR ELEVATION DOOR NUMBER 3501-BF-DA 409 12 27 93K7D15D-S3 WS407 CCV 12 SEE SCHEDULE 409 32 93K7D15D-S3 P R 8501-BF-DA R 3501-BF-DA 1-1 /2 HOUR 127 33 35 5/16" LAM. GLASS Ld -i i f i GLASS WINDOW. SEE C,4 N w �� ii. •, 2" 2'-2" " 3'-0" 2" V) Ci W w 24 f FRAME ELEVATION DOOR NUMBER DOOR ELEVATION �(�In _ I il IIII SEE SCHEE II II I, rr 5/16" LAM. GLASS DOOR NUMB 1 15V. 15A rr SERVICE TO THIS JAMB 5/16" LAM MOTION GLASS DETECTOR ---- --] o1s o1G o2A MUNTIN 02B 10(11A BARS rr 11B 23A 23B Sx / so .. DOOR NUMBERS DOOR ELEVATION VIEW FROM EXTERIOR WINDOW TYPE A S � GO � V2 M � yi v � o Qro�� h 0 o OQ n W M 8 o (6-FR) BY CREATIVE INDUSTRI r 00 9 /A6.1 CID -Rep, _-`-PASS THRU HOPPER c /4" TEMPERED LASS - CLEAR Q (� (PHE-2) BY CREATIVE U INDUSTRIES 06 WINDOW ELEVATION WINDOW DESIGNATION WINDOW ELEVATION _WINDOW DESIGNATION w ® �- r� .� Q 3'-4" ® TYPE C 4' -j II 1'D' 0 0 CLASS III VISION r 4'-0" r Q PANEL IN 1 3/4" X 4 1 /2" rn HOLLOW METAL FRAME 1 3/4" x 4 1/2" CLEAR TALK THRU DEVICE F ANODIZED ALUM. FRAME ES �' 9 A6.1 1 - G -1 3/4" x 4 1/2" CLEAR ANODIZED ALUM. FRAME SLIDING WINDOW W/ 1/4" 1�I CLEAR TEMPERED GLASS - I OPENING IN CMU WINDOW TO HAVE LOCKABLE DEVICE. REFER PLAN FOR LOCKING DEVICE LOCATION x WINDOW ELEVATION WINDOW DESIGNATION WINDOW ELEVATION WII-DQW DESIGNATI,Q�I GENERAL NOTES' A) DOOR FRAME SUPPLIER TO VERIFY ALL EXTERIOR WIDTHS IN FIELD PRIOR TO INSTALLATION FRAME DEPTH w LL L=L r. O a rn �+ .- O < Z 0 w 0 ORIGINAL ISSUE DATE: 04/15l02 PERMIT SET ISSUE DATE: 04l15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: A60-V 02 A60-V A-6.0 119-165-OCL LPCODE5 � s iL 0 W ErvV 00 13/A-7.0 cn I N to I t3� 12/A-7.0 o" --- - 11 /A-7.0 1O/A-T.O 1+� = I w I = I BAR 3/8"X3' 1 1 /4" x 3, STANDARD B, GRATE SET I 0' 3" 3" x 3" x 1 SPREAD BARS ANGLE FRAM AT THIS POINT BAR 3/8"X3' 1 1 /4" x 3/ 16" STANDARD BAR GRATE 3" x 3" x 1 /4" ANGLE FRAME BAR 3/16% - 4" x 4" x 3/8" ANGLE a \ I - JOIST BEARING 22'-5 SEE SHT. S-4 FOR JOIST BEARING BAR 1/8% • 1/2"0 THRU-WALL (TYP.) ANCHORS W/ WASHERS & 2" x 2" x 1 /4" STEEL BACKING PLATES -1 /2"0 THRU-WALL ANCHORS.W/.,WASHERS STEEL PLATES • GROUT FILL CELLS ABOVE AND BELOW ANCHORS --- 1 /2" 0 THRU-WALL ANCHORS W/ WASHERS & STEEL PLATES �- FOAM INSULATION 1 /2" OX THRU-WALL ANCHORS WITH WASHERS AND STEEL PLATES w 0 a EXPANDED METAL IN o 1" x '1 " x 3/16' . _ I ANGLE FRAIVE`"'Y R M 00 12 --Ti 1/2"o THRU-WALL ANCHORS 1N/__, ySHERS AND 1 /2" x ` ^1 6' x 6':.' STEEL PLATES. " - OF FIRST RUNG co \ \ BAR 3/8"x 3" BAR 1/8% 2" BAR 3/8"x 32 BAR 3/1 6"x 3" BAR 1/8"x 2" (TYP ) ROOF LADDER SECTION 13SCALE: 1"=1'-0" A-7.0 3/16" 3/4"m BAR I II 2'-3" 5 1/8" 1'-4 3/4" 5 1 8" Q A_� 4100 I e SEE DTL. 7/A-7.0 00 5 1/2" 1'-4" 5 1/2" � I 1'-1 1/2" 1'-1 1/2" I I � A 2-� ROOF 01 r)LADDER SECTION ROOF LADDER DETAIL 7 SCALE: 1"=1'-0" A-6.1 4'-O" 4'-0" �— WIDE GATE WIDE GATE ------------------------------------- OD 6/A-7.0 1 '-0"x4'-0"x 1 /8" _ STEEL PLATE WELDED TO GAGE FRAME THESE fJSES MUST REIWN F"ERGENCI' ExIT ONLY NG $TO E HO - 0 IE HFINISH FLOOfFLOOf h 0' NOTES: 1. ALL WALL ANCHOR BOLTS SHALL BE ZINC ALLOY. 2. ALL STEEL FOR LADDER SHALL HAVE A GRAY PRIMER. PAINT LADDER PER A-2.0 3. INSTALL BACKER ROD AND SEALANT AT ALL EXTERIOR WALL/PAVEMENT JOINTS AND AT ALL CUTS AND HOLES THROUGH PAVEMENT. 4 OFF �HFFT C.ATF 0.(.HFnI11 F FnR I OC:K INFORMATION BAR 3/8"x 3" BAR 1 /8"x 2" BAR 3/8"x 3" BAR 3/1 6"x 3 BAR 1/8% 2" (TYP.) 2'-11" 9 1 /8" 1'-4 3/4" 9 1 /8" _F 4 00 LlI 7�A DTLO 9 1/2"_I 1'_4" 9 1/2" I 1'-5 1/2" 1 1'-5 1/2" - -- -- --`- `- o I � \ I LADDER SECTION L SCALE: 1"=1'-0" A-7.0 11 SCALE: 1"=1'-0" A-7.0 N Lo I 4 112 3 1/2"h4 5/8" DIA. HOLES (TYP.) 1 1 1 1 BAR 3/8"x 3" 1 1 1 3 SIDES 3/16 V HEAVY-DUTY HINGE (3) SECURITY GATE EXPANDED METAL 3 1/2" 4'-0" I I 4'-0" ROOF LADDE 1 OSCALE: 1 "=V-0" 0 5/8" DIA. HOLES r;4 002X= \ (TYP.) \ TRUCK ' EXPANDED METAL IN .. / ® , GATE -BAR 3/8"x3" i MFG. STD. -SEE DTL. `,.1 , x 1 " x 311 ' ANGLE F12AM"E`'._ BOLT 7/A-7.0 MFG. STD. ,•�` ., NUT 0 0 HEAVY-DUTY HASP MFG. STD. 0 - LOCK ® 48" ABOVE LOCK NUT LOCKING FINISH GRADE HANDLES EXPANDED METAL IN STANDARD HANGER & TRUCK CATCH ASSEMBLY DETAIL 16 NOT TO SCALE NOT TO SCALE ANGLE FRAME GATE POST GUIDE ` 1.,...1. 3,/ 16, WHEELS x .. ANGLE FRAM' VERT. LEG TURNED UP 1'-4" R SECTION f I I I I I I 6"x1'-4"x2"x1/8" THICK 1/8"x2"x1'-4" STEEL I STEEL CASEMENT PLATE - WELD TO / EACH GATE J CONTINUOUS WELD I � � (BOTH SIDES) I Q 4 OUTSIDE — ---._ IN I /4" CLEWR IG PA 2 O.D. GALVANIZED BETWEEN (2) LAYERS OF 6" 6" PIPE GATE FRAME FENCE FABRIC ATTACH W/ FENCING CLIPS PANIC HARDWARE (SEE 2 1/2'X 4"X 3/16 GATE SCHEDULE) `STEEL CENTER GATE' POST WITH CAPPED TOP CHAINLINK EGRESS GATE A-7.0 WELD HEADER RAIL TO POSTS (BOTH ENDS) GRIND SMOOTH WELD 1 /8" x 8" x 8'-6" FLAT GALV. PLATE TO HEAD RAILS AND VERTICAL POSTS GRIND ALL EDGES SMOOTH PAINT WELDS w/ ZINC RICH - PAINT SPOT WELD PIPE TO TOP OF STEEL CAP (BOTH SIDES) PROVIDE SIGNAGE AS SHOWN AND FASTEN SIGN SECURELY TO INSIDE FACE OF FABRIC AT EACH GATE LOCATION. SIGN SHALL BE ACRYLIC WITH 1" HIGH LETTERS PANIC HARDWARE (SEE GATE 4 SCHEDULE) o �i � 2" TYP. 1/4" CLEAR ACRYLIC PANEL BETWEEN (2) j M a:o LL SIDES LAYERS OF FENCE N FABRIC ATTACH W/ \ N -I FENCING CLIPS NOTE: ELEVATION I I I r INOTE: WIRE FABRIC NOT'.. -,I I I I I INSIDE LOOKING OUT I I I `ISHOWN FOR CLARITY SEE �) `1-2 1 FOR OFABRIC OTYPE, .I) I Li I U I _ �._: �....�._.� I U L- -_ L_ -- _I ,i, CHAINLINK EGRESS GATE ELEV. HANGER STANDARD BOTTOM GUIDE ASSEMBLY CHAINLINK NOT TO SCALE 9 GATE DETAILS SCALE: NOT TO SCALE A-7.0 HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS JPRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.10.02 STRUCTURAL GRID SHIFT 05.24.02 ._ 2`, RACKING PLAN 08.13.02 REVISION J4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE IAW. N � O oN z-M �c6 >' ►'1 m CD GRID I CONTROL JOINTS SEE DTL. 1 /S3.1 (OPPOSITE HAND I EVERY OTHER COLUMN) GRID I CONTROL JOINT DETAIL 1 AT COLUMN SCALE: 3/4"=V-0" nR t Q I 110'-2" IN COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR BOLTS Cl HSS 8x8xl /4 14"A 4 "xl" (4) 3/4"0x(4" PROJ., 12„ EMBED.) C3 W8x31 10 x10 x3 4�� 4 3 4 0x 4 PROJ., 12 EMBED. C4 W8x35 10%10"0/4" (4) 3/4"0x(4" PROJ., 12" EMBED.) C5 HSS 8x8xl /4 12"x20"x1" 6) 1 "Ox(5" PROJ., 15" EMBED.) C6 HSS 8x8xl /4 14"xl 4"x1" (4) 1 "00" PROJ,, 15" EMBED.) C7 HSS 12x8x1 4 14%18"A" 4 3 4"0x 5" PROJ., 15" EMBED. C8 W18x86 24"x34"x2 1 4" 8 1 1 2"0x 8" PROJ„ 24" EMBED. twI© M L SPREAD FOOTING SCHEDULE MARK FOOTING 00 NG SIZE REINFORCEMENT F3.5 3'-6" x 3'-6" x l'-4" 3- 5 EACH WAY BOTTOM F4 4'-0" x 4'-0" x 1'-4" 4-#5 EACH WAY BOTTOM F4,5 4'-6 so x 4'-6" x l'-4" 5-#5 EACH WAY BOTTOM F5 5'-0" x 5'-0" x 1'-4" 6- 5 EACH WAY BOTTOM F6 6'-0" x 6'-0" x 2'-0" 9-#5 EACH WAY TOP AND BOTTOM F6.5 6'-6" x 6'-6" x 2'-0" 9- 5 EACH WAY TOP AND BOTTOM F7 7-0" x 7'-0" x 2'-0" 9-#5 EACH WAY TOP AND BOTTOM F8 8'-0" x 8'-0" x 2'-0" 9-#5 EACH WAY TOP AND BOTTOM F9 12'-0" x 6'-0" x 2'-4" #5'S 0 10" O,C, EACH WAY TOP AND BOTTOM F9.5 14'-0" x 9'-6" x 2'-4" 5'S 0 10" O.C. EACH WAY TOP AND BOTTOM K J H WALL FOOTING SCHEDULE MARK WIDTH THICKNESS CONT. REINFORCEMENT TRANS. REINFORCEMENT W1 2'-0" 1'-0" 3-#5 BOTTOM #3 AT 24" O.C. BOTTOM W2 2'-6" 1'-O" 3-- 5 BOTTOM #3 AT 24" O.C. BOTTOM W3 3'-611_ 1'---0" 4-#5 BOTTOM, 2-#5 TOP #4 AT 16" O.C. T&B G 516'—$" FOUNDATION PLAN NOTES 1, COMPACTED STONE BASE SHALL BE IN PLACE ON BUILDING PAD, GARDEN CENTER, AND 7. SEE ELECTRICAL DRAWINGS AND DETAILS FOR LOCATIONS OF ELECTRICAL GROUNDING CONCRETE APRONS PRIOR TO EXCAVATING PERIMETER OR INTERIOR FOOTINGS. REQUIREMENTS. 2. COORDINATE WITH OTHER TRADES FOR REQUIREMENTS AND LOCATIONS OF SLAB 8. PROVIDE (2) PIPE GUARD POSTS AT GAS METER, (4) PIPE GUARD POSTS AT ELECTRICAL PENETRATIONS. (PIPE BOLLARDS, PLUMBING PIPES, ELECTRICAL, STUB -INS, ETC.) TRANFORMER AND GENERATOR SET. SEE SITE PLAN FOR LOCATION OF EACH FOR ADDITIONAL GUARD POST LOCATIONS IN BUILDING. SEE ARCHITECTURAL DRAWINGS FOR 3, SEE SITE GRADING PLAN FOR SLOPE OF ALL EXTERIOR SLABS. DETAILS. 4. CONSTRUCTION JOINTS SHALL OCCUR AT BUILDING GRID LINES ONLY. MAXIMUM LENGTH OF 9. GROUT UNDER BASE PLATES SHALL BE "EUCO NC" BY EUCLID CHEMICAL, "FIVE STAR" BY POUR SHALL BE BASED ON WEATHER CONDITIONS, CONTRACTOR'S CAPABILITES, AND GOOD U.S. GROUT, "SONOGROUT G.P." BY SONNEBORNE, OR "MASTERFLOW 713" BY MASTER CONSTRUCTION PRACTICE. BUILDERS. GROUT SHALL BE PLACED AT FLUID CONSISTENCY AND EXHIBIT NO VISIBLE 5. THERE SHALL BE NO VEHICULAR TRAFFIC PERMITTED ON SLAB OR APRONS. BLEEDING TWO HOURS AFTER PLACEMENT. DO NOT VIBRATE GROUT. 10. M.O. = MASONRY OPENING ELEV. DIFFERENCE FROM 6. ALL MASONRY WALLS ARE REINFORCED FULL HEIGHT AND SHALL BE LAYED FROM THE -S- = STEP IN WALL FOOTING F.F. TO TOP OF FTG. INSIDE OF THE BUILDING. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF MASONRY F.O.M. = FACE OF MASONRY CONTROL JOINTS IN ALL WALLS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL TEMPORARY BRACING OF WALL UNTIL ALL STRUCTURAL STEEL IS IN PLACE ANDALL WALL -TO -ROOF CONNECTIONS HAVE BEEN COMPLETED. ELEV. DIFFERENCE FROM F.F. TO TOP OF PIER (NO PIER IF DIM. IS OMITTED) — — — — Fi i E ) ( D ) (C) ( B ) (A 3'-10" i 22'-2" I I 43'-9" 43'-9" I 44'-0" I I I 1 32'-4" 42'-0" 48'-0" 36'-0" 48'-0" I I I I i 42'-0" 48'-0" 36'-O" 39'-2" 48'-0" I I 49'-10" O 18 -0 " I 1 I 3'-4" M.O. " i 70 -8" 3 -4 M.O.-,(- 4'-8" " 18 -0 27'-4 „ 94'-0" 11'-4" '-0" '-4" M.O. 221'-0" " 3 -4 M.O.- M.O. 4 O" M.O. 3'- 4" ( I I I I I 1 I I O I 1 I I I I I I I I I I I C.L. COLUMN I I I I I AT GRID M•01 I I 1 I AND GRID 8 1 I I I I I I I I I I I I I I I I I I I I I SEE DETAIL 2/S_ 0.1 FOR I TRANSFORMER PAD I I I I I I 1 REINFORCING REQUIRED AT 1 VERIFY SIZE AND 1 I CMU WALL OPENINGS. LOCATION PRIOR I I I I (TYPICAL ALL OPENINGS) I I TO POURING I I COORDINATE FOOTING I I I 1 STEP WITH CIVIL r I 5" I II I SIDEWALK ANDLOCATION DEWALK OF ROOF RAIN PIPE ONTROL JOINTS IN n AT 23 -6 O.C. I I I LWALL SEE DET. 4/S-.01 1 — — — — — -------_--- __--- _____ -- . --------- -- .1 M. 9 F. —PAD -- — 0 F.O.M. 00 ----------I -- ----------I — — — — — — T———I -- — SLOPE 1% 1I I 3)S SS ` o-4-8X) I II 9'Wx17'Lx12"T(:1'A,_" i 7 5 2.1 r-. 2 9 __0 _G I II 1 '.I lil / 15" B.F.F. ALONG Ili % 1n" R.F.F. AI nnlr, III / �^ R F F ei nnlr .,. 11IF°� ,� - (_ J L ' J ' " L I I I I ro ; I F 13; I F$ I FS! T F8 - F�� - i _ - - f# i - - _ - --�k- -I---1 3 2 1 CONTROL JOINTS PER DET. 1/5-3.1 —j v� ,,' M o :.:::::.:::::::' ::::::::::`.:.'::':::':::..................................�.:::::.....:....... 20'-4 T " q v� " o0 0 A APRO N 'S AND SIDEWA K $ -D I U L 9 n ( U N V 1 U I` I O.C. MAX,MAX F FULL LENGTH OH FR ONT T I ON 7 31 I S I I 7S 1 SIDEWALK 2 3. M 0 I I C6 I— p C6rl 6C6, C6 F � _ _ _ - - I I I I Iz _4 _ F6.5 °nJ M F6.5(— J6. [] F6.5� " 0 3' M.O. ,Fu3' 4" M.O. 1 I I I I „ " „ „ rn I I� 5 CONC SLAB (IN AREA 0 o q 4 0 16 -0 24'-8* 39 -11 1/2" ci d I .2 1 SHOWN SHADED) OVER 4" " „ „ " M.O. � LL I 1sJl I COMPACTED STONE BASE 8 29 -8 34 8 29 -4 31 -4 28 -0 11' -$" 61'-8" 4'-0" 24'-0" 4'-0" 2 - 73'-11 1 2" " " COL I� -� FTG FTG-. I .--� COL PER GEOTECH REPORT. / 4 -0 16'-0 1 /2 4 _p 93'-8" 11'-8" I 1 I I M.O. 101 155'-4" 28'-0" I " I " ( " " F.O.M. TO EDGE OF CONCRETE 308'-8" 1 -0" 25 -4 1 25 -4 I 25 -4 1 -0 22 -0" R P.36 P.02 N.16 M.29 M C.11 8.29 A. 48 A, 22 A FOUNDATION PLAN SCALE: 1" = 20'-0" 0 STRUCT. GRID SHIFT ROLLBACK r nmE j L a mw rr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28686 REVISIONS PRE -BID SET POST BID SET ISSUE DATE L-I ISSUE DATE DATE DESCRIPTION 5/10/02 1 STRUCT. GRID SHIFT 5/24/02 2 RACK PLAN REV. 8113/02 4 REVISION #4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS. INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUTTHE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XX/XXN2 AND IT IS NOT SUITABLE FOR USE ON A UIFFERENT PROJECT SITE ORATALATERTIME. USEOF"THISDRAWINGFOR REFERENCE OR EX MPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. 1 <n LID ®�P V)n I N ® �Md 0 � - Q O .0 z a¢n .-, 0gx o oz O ®� ¢ mQw U_j Q DWG M3:Lq C/3 C4 Q F�-- m l ® . z 0 0 � 0 Q C� � W m LL 0 0 Z LL �J J r�� U) 9 ORIGINAL ISSUE DATE: 04/16/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE (DATE: DRAWING NUMBER: S-1.1 0 j I 1 •= —0 - FINISHED JOINT SHALL BE "SMOOTH AND STRAIGHT" 5/8"OX 16" LONG PAINTED & GREASED DOWELS AT 18" O.C. CENTER ON JOINT, PREVENT BOND N CONCRETE SLAB ON n �� GRADE, SEE PLAN I f—III— I I —I � I— � 1—III i i—I 1 I —I— f l l=1 I I I I I=1 I I=1 I I —I I I. =1 11=1 I I ITI= 11=1 I I-1 11=1 11=111_ 111=1 I I `III: 2'-0" 2,-0" CONSTRUCTION JOINT CONT. 1 /8" WIDE X 3/4" DEEP SAWCUT CONTROL JOINT, ALL SAW CUTTING SHALL BE ACCOMPLISHED W/ A SOFF-CUT SAW AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW AND OPERATOR. CEMENT DUST SHALL BE REMOVED COMPLETELY AND IMMEDIATELY. IF CHALK LINES ARE USED FOR SAWCUTS, ALL CHALK REMAINING ON SLAB SHALL BE REMOVED COMPLETELY & IMMEDIATELY AFTER SAWING. CONCRETE SLAB ON GRADE, SEE PLAN SAWCUT CONTROL JOINT TYP. CONTROL JOINTS SCALE: 3/4"=V-0" STEP AT MASONRY - - 2'-0" MIN. COURSE w 3" CLR. w w V) <1 p 2'-0" MIN. < 1 2'-0" MIN, 3" CLR, STEP IN WALL FOOTING 6 SCALE: N.T.S. NOT USED 11 SCALE: 3/4"=V-0" n TYP. RE-ENTRANT CORNER 4 SCALE: N.T.S. CONCRETE SLAB ON GRADE, SEE PLAN - q d n °' MiN. . CONSTRUCTION [FIN. GRADE (SEE SITE JOINT PLAN FOR PAVEMENT INFORMATION) ---WASHED STONE BELOW CONC. EXTENDS TO FROST DEPTH PER NOTE_ 3.3 ON SHEET S0,1 TURNDOWN SLAB 7 SCALE: 3/4"=V-0" A WNO7TUSED���������� 3 NOTE: GRID SLAB LEAVE -OUTS AT 2'-0" DIA. TURNDOWN TO INTERIOR COLUMNS PROTECT COLUMN BASE. ARE PROHIBITED I. COLUMN, BASEPLATE & ANCHOR BOLTS PER SCHED. I SHIM PACKS(TYP.) 15## FELT i 1 1/2" NON -SHRINK BONDBREAK i GROUT (SEE NOTES) V)J N Q U 1 !J' • ' ' q d '— — i I—ITi—T—rt o _(� ° q d II ° ,1 ... • ° SEE FTG. SCHED. LLJ lI a Q ° �I ° d ° d FOR REINF. a II II U T III=IiI=III=III=III=III=III=III=III=III=III=III SEE FOOTING SCHED. , PLACE LEAN CONCRETE FROM BOTTOM OF FOOTING TO FROST DEPTH IF FOOTINGS ARE PLACED DURING COLD WEATHER. SEE SPECIFICATIONS FOR COLD WEATHER CONCRETE REQUIREMENTS. SECT. AT COLUMN FOOTING 8 SCALE: 3/4"=1'-0" SEE SECT. 1 /S-0.1 FOR CMU WALL REINF. & GROUTING SAWCUT JOINT �`' ##6 DOWELS TO MATCH VERT. REINF SPACING, EXTEND 3'-O" 15# FELT BONDBREAK INTO GROUTED BLOCK (MIN.) FIN. FLR. ELEV. SEE PLAN � d /n 8-##4 CONT. v o ##4 HORIZ. AT o ° 12" O.C. E.F. #4 AT 2'-0" O.C. N > ' V 2" PERIMETER d ##4 VERT. AT w INSULATION 16 O.C. E.F. V) 1 1/2" CLR. 1 1/2" CLR. 1/2" COMP. JOINT a a FILLER R_ 2" X 4" KEYWAY °.. 4 v q p d' CONT. ••a ly— T.O. FTG ELEV. �,ju SEE PLAN cl V) T V V) '�-- •° 8" LEGS to v E0. I 1'-0" I EQ, SEE FTG. SCHED. ,f-—�-Z- FOR REINF. SEE SCHED SECT. AT 12SCALE: 3/4"=T-0" TRUCK DOCK WALL 1 1 /2" MAX. � H >m _� a 1" MAX. OFFSET TERMINATE EVERY OTHER HORIZONTAL BAR 3" FROM 4 JOINT. TOPMOST BARS IN 7—WALL TO BE CONTINUOUS. zol a, L V-JOINT BOTH SIDES AND TOP OF WALL VERTICAL WALL CONTROL JOINT 4 SCALE: 11/2"=1'4' REINF. WALL PER SECT, NOTE: BARS TO MATCH HORIZONTAL_ BAR SIZE & SPACING 1C, CONC. WALL CORNER DETAIL 5 SCALE: 3/4"=V-0" GRID 1'-2" (X V-4" 11 1T 2 8 4 COLUMN, BASEPLATE & ANCHOR BOLTS PER COLUMN SCHED. 15 # FELT BONDBREAK OUTSIDE FACE OF CMU 1 1/2" NON -SHRINK PIER ONLY OCCURS WHERE T.O. FTG. ELEV. IIS #4 DOWEL x 3'-0" AT 24" GROUT(SEE NOTES) (-2'-0") OR LOWER 1- 4 CONT. O.C. MAX. (PROJ. V-0" QCONC. SLAB ON BOTH SIDES) FIN, FLR. ELEV, 7 GRADE, SEE PLAN SEE_ PLANis 8" (WHERE PIER ° ;• OCCURS ONLY) ' a Q. q r( r11-r1(� 1Tf�1Timllr SEE SITE PLAN d (SAB WHERE OCCURS) L a ° ° a00 4 2" PERIMETER - a �I �� I�-T-rm�srrillr,�rl TJYiTi`i11ftri INSULATION • °.� PIER 1'-2"X1'-A z N � I _- _ _ 4-##6 DOWELS PERIMETER INSULATION T.O. FTG. ELEV. , U - : TLIT,II II(yIII=ILC=III III-11{=1(` W/#3 TIES @ 12'O.C. _ ° •; SEE PLAN ', 4 _. r -- M= r a' a SEE FTG. SCHEDULE d •q . < ° rfi= FILL IJ CMD w L' V) U ° FOR REINF q q 11111E #5 AT 1'-4" O.C. ����� .a• ° E COR SL w s ° E. . A VI ILI n-=-r�=-r�=-iT=n--rr�=n-rTi-m=II-rrl- m m rrr-Ttt m m-Trl m-m-nT ITT ITT m-m-m m-m-I I-rrr m- SEE FTG. I SCHEDULE EQ. 1'-0" EO• SEE FOOTING SCHED. FOR REINF. E'�- - SEE FTG. _ SCHED. PERIMETER COLUMN FOOTING 9 SCALE: 3/4"=V-0" 2" ##4 CHANNEL a° ;#4 W/3' HOOK ' d 3 REINFORCING AT CHANNEL ° MAXDOCK 8 8 -0 C8X11.5X9'-4" SAWCUT - W/ 1/2" 0 X 6" HSA's JOINT 2'-0" LEG AT 1'-0" O.C. STAGGERED FIN. FLR. E EV. 10 STUDS MIN. SEE PLAN • I. 1} I co v :,,e. •; REINF. PER { • ' SECT, 12/S- 3.1 9-##4 CONT. ` ? • =' ##4 AT 2'-0" O,C, ' V ui n 2" PERIMETER INSULATION 1/2" COMP, JOINT 2" X 4" KEYWAY �"•: ' ' '. , FILLER CONT. CV i'{I T.O. FTG ELEV. _j v SEE PLAN a SEE FTG. CHED. o FOR w w w 2 ° a, U1 U i • i' d - I�) EQ. 1'-0" EQ, -I 8 LEGS SEE SCHED SLOPE SECTION AT DOORS 1 OSCALE: 3/4"=V-0" 10'-0" WALL BEYOND DRAIN r- 6" TRENCH DRAIN (SEE SPECS.) I I t a.•.. QQ 4 I Q I I 6" CONC, SLAB ON GRADE PER PLAN CONCRETE DIMENSIONS PER TRENCH DRAIN MANUFACTURER, SEE SPECIFICATIONS FOR DRAIN USED CONC. WALL & FTG. PER SECT. 1/2" JOINT FILLER SLOPE ##6 DOWELS TO MATCH VERT REINF SPACING EXTEND 3'-0" INTO GROUTED BLOCK (MIN.) 0 SECT. AT TRUCK DOCK DOOR TRENCH DRAIN SEE SECT. DETAIL- 1/S-0,1 FOR ec 14SCALE: 3/4"=V-0" 1/2" COMP. JNT. FILLER CMU WALL REINF. Q 13SCALE: 3/4 -1-0 AND GROUTING SEE ARCH.w NOTCH CONC FOR DOOR - --� OPENING WHERE APPLICABLE _ w SAWCUT 8" A.F.F. 1 /2"COMP. JOINT JOINT ° �� CHAMFER (CONY.) FILLER. 1-##4 CONT. d -FULL MORTAR BED FIN. FLR. ELEV, @ FIRST COURSE T.O. CONC. ELEV. qJ o GRID ° d VARIES, SEE PLAN "� �l ##4 HORIZ. AT _ w , . :P', •:c ;A „rJz ' r / J HURIZ JOINT REIN J F. 12 O.C. E.F. OUTSIDE I INSIDE 1-##4 AT 4'-0" O.C. VERT. . '.. ;'. � .• SPACED AT 1' 4" A 3"CLR. --- -d SET IN SLEEVE W/ NON- :,o;;, ON CENTERS FULL HEIGHT OF WALL. DDO 0❑ 00 0 DDO O� 00 0.0 000 GRID SHRINK EPDXY FILLER ##5 VERT. AT 4 -0 VERTICALLY SEE SECTION 1\S-0.1 (SIPA.) I X TYP. I X' TYP, r X TYP. I X TYP, I' a ;o• FELT HOOK INTO FTG. 12" �- X 15# F ELT BOND BREAK12 RUN VERT. REINF. V) WASHED STONE FILL- OPENING WITH 8" CMU; FILL UNREINF. CELLS TYP.�VERT. REINF. SCHEMATIC (N.T.S.) 2'-0" MIN, INTO w BACKFILL RE T. WALL cr JT. SEALANT W/MASONRY INSULATION �� ALL REINFORCED CELLS T- TYP. TOP Q 2 P.V.C. WEEPS 2"CLR. NOTE: VERT. REINF. IS REQ'D. IN ALL MASONRY ABOVE ANY WALL OPENINGS.7-7 & BOTT, AT 1 .V,C. O.C. - SLOPE VARIES 15 ## FELT BONDBREAK FILL ^ SHALL BE FULLY GROUTED ##4 VERT. AT OPENING WITH JT. SEALANT /"MIN. 16" O.C. E,F, 1 2"COMP. JOINT AT SIM WASHED STONE / -\ 1-##4 CONT—\ �-- 1-##4 CONT, � SEE ARCH. FOR � � 1 � OFTCOL. FLANGE- z �/¢"� Roo BACKFILL a SEE PLAN FILLER. ° d • . n . d Tr WALL THICKNESS Sr ALENT���L 3/8 Max. O(- 1 1/2" CLR. RAMP r ab d ¢ • ' PD. Cl 1/4"MIN. TO BE FLUSH FACE OF COLUMN a SLOPE :� ##4 VERT. AT 10 O.C. 3-##5 CON t, c �; FULL MORTAR (BEDDING '/ `� --f W/ FACE Or CMU \ -� 2"4 P,V.C. WEEPS 1/2 COMP. 1/4"/FT. __ —^ m�� - AT FIRST COURSE _ -_ - - - - - - - - CLEAR MIN' - JNT. FILLER �'� '- ' ! _ ° -r-L I'- FIN. FLR. ELEV. _ _ 1/E" 1„ AT 10' 0" O.C. 1 1/2" ` -. rrt_�rr-nl m _ ( a MIN _ a a ' Flu—ul— �- (11� Tf1� r(Ir r 1 a 4 ° a 8" W8 SECTION „A„ >Tf=m-i r1=m- SEE PLAN CLR. $ • 2"X4"KEYWAY Ii- rl-$ < • URND 3 Y" 2"X4" KEYWAY CONT. _ _ • 04�/N . " :.:: - NOTE: a . ' - ., d" CMU, GROUT T r A •. '.. T.O. FTG ELEV, N SEE SCHEDULE �) I SOLID BELOW GRADE - -- 1 ADJUST LOCATION OF HORIz. T.O. FTG ELEV. c� _ °' SEE PLAN a F. r I��-'I'- ' 2" PERIMETER B r a FOR REINF . T.O. r TG. ELEV. U JOINT REINF. EXACTLY AS SHOWN. SEE PLAN ° o a SEE PL AN ° . ° �� INSULA"LION DOWELS TO MATCH _ 2 LOCATE REINF. & TIES <� 1s" O.C. o a LLJ d•• VERTICAL_ REINFORCING 3/16"0 CONTRO SPLIT FACE OR THIS DETAIL APPLIES TO ALL WIDE v °� '° ; °a. ° '• , q I ° FULL MORTAR BEDDING MIN. 8" LEG 6 FULL TIE(GALV) JOINT SMOOTH FACE CMU • • • • a a. a I _ �' , , q r . PER PLAN # (TYP.) 113"1,6 1/4" 3" FLANGE COLUMNS IN P6AooNRY '' II AT FIR. t COURSE. HT. TYP.(SEE ARCH.) WALLS. _ - - ° - '= - 3-##5 CONT, W MIN, CLcAR MI -ALTERNATE: TRIANGLE 2 a3x3x3716" „ „ n ##3 x 1'-6" AT 24" O.C. # r I -"-T - -"-' '� / 3 AT 24" O.C, 2'-0" R NGLE ES r1) � EQ. V-0" EQ. SEE FTG. _ 1 -0 10 X , 2'-0" FORED SEE //S-3.1 FOR U �-- C.L. OF THICKENED SLAB REINF. TURNDOWN DIMS. AND WALL AND REINFORCING SECTION AT REAR G.C. WALL SECTION AT RAMP WALL SECTION INTERIOR WALL SECTION WALL SECTION (PLAN VIEW) .I_ � �� "=1'-0" 19 SCALE: 3/4"=1'-0" „= , _ 1 S SCALE: 3/4 ��_ I II 3/4 -1 -0 17SCALE: 3/4 -1 0 15SCALE: 3/4 -1 -0 16SCALE: • HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE L N ISSUE DATE DATE I I DESCRIPTION 8/13/02 REVISION #4 THIS DRAWING IS THE PROPERTY OF LOWE'$ HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOL OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XXiXXI02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORATALATER -NME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • • o 10 o z Kn� V) a O ¢ cnz ^ <Uo4n #-' 0 Q ` [� m¢� Q Lu WCL � w �OCV L7 J F-- 1 • • O 0 0�0 00 ri •�o� o �d,�� w b o `J I i q0 n � a J 0 z O 0 ILL LL 00 <� O O 0 0 ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-3.1 • ®ri 1 7/S4.3 1 2 1 CMU xCONTRON AND EXPANSION T PANSION JOINTS 10'-8" ATTACH DECK TO CONT. ANGLE 13/S4.3 I I I I PER ROOF DIAPHRAGM 6 S4.3 �� CONNECTION DIAGRAM T.O. BEAM W-BEAM � y- F­2�AT12 ELEV. = 44 7TA.F.F. 1 ISEE PLAN3/16 3 V-10'-8"�./ ATTACH DECK TO CONT, T.0 M S4.3-BEARING PLATE 3/8"x4"xO'-8" 3/16 4 ANGLE PER ROOF DIAPHRAGM HSS 6x6x1/4 HSS 6x6x1 4 BEAM `� W BEAM I I 'i / I ELEV. = 33 -3 A.F.F. ► W/(2) 1/2 x 6 NSA S CONNECTION DIAGRAM � SEE PLAN3/16 ' I HSS 4x4x1 4 ySS HSS 4x4x1 /4 10 54.3 I / I 16 , �. k4 JI DEEP BOND BEAM '' „ _------------ - Q ' � �I` t W/4--#6 CONT. LAP SPLICES I � T.O. BEAM PER CMU LAP SCHEDULE ELEV. = B.O. DECK W-BEAM SEE PLAN\,_ � � �•��• �•'� 12 S4.3 I 11 /S4,3 ENTRY CANOPY 1 SCALE: 3/8"=V-0" 19/S4.3 19/S4.3 - a 22'-0„ FAB IN THREE PIECES MC1Ox8.4 FRAME 4'-0" I. 8'-0° T.O. BEAM ELEV. = B.O. DECK -BEAM SEE PLAN " ' 10/S4.3 BRACING ELEVATION 16/54.3/ AT ENTRY CANOPY 3 SCALE: 1/8"=1'-0" BRACING ELEVATION 2 AT ENTRY CANOPY SCALE: 1 /8"=1'-0" GRID SEE PLAN O T.O. CMU, ELEV, SEE ARCH, 5:....R Iv I 3/16 4 I ATTACH DECK TO CONT. ANGLE PER ROOF DIAPHRAGM ATTACH EACH DECK TO CONNECTION DIAGRAM RIDGE BEAM AT 6" O.C. SEE SHT, SOA FOR CONNECTION TYPE EMBED PLATE 3/8"x4"xO'-8" W/ (2) 1/2"OX6" HSA'S. 3/16 2 AT 12 INSTALL TO CENTER ON TOP EDGE OF �' '^•'' .a CONT ANGLE. SPACE AT 48" O.C. BOND BEAM W/2-#5r FULLY GROUT 2 COURSES ABOVE AND 1 COURSE BELOW BOND BEAM L5x3xl /4 (LLH) CONT. DISCONTINUE AT CMU PLAN, TYP. CONTROL JOINTS SEE CMU WALL REINF. SCHEDULE AND DIAGRAM FOR WALL REINF, ATTACH DECK AT 6" O.C. SEE SHT. S-0.1 FOR CONNECTION TYPE 1/4x6" BENT R 3/8" SHEAR TAB EA, SIDE W/ (2) 3/4"4 A325N BOLTS ENTRY CANOPY ENTRY CANOPY 8 SCALE: 3/4"=V=0" 7 SCALE: 3/4"=V=0" 1 NOT USED SCALE: 3/4"=1'=0" 4 21-6„ C1Ox15.3 I 3/16 V2 AT 12 BETWEEN ROOF BEAMS I /-� I ENTRY CANOPY 9 SCALE: 3/4"=1'=0" -BEAM SEE PLAN I HSS BRACE SEE 3/S4.3 I SEE CMU WALL REINF. SCHEDULE AND DIAGRAM FOR WALL REINF, ENTRY CANOPY 5 SCALE: 3/4"=1'=0" L6x3 1 /2x5/16xl'-O" EA. SIDE (2) 3/4" HILTI HIT HY150 ANCHORS EA SIDE, 6 5/8" EMBED W BEAM 1 3 1 /2" 1„ 3/16 L4x3x1 /4 (LLV) CONT. 6 ENTRY CANOPY SCALE: 3/4"=1'=0" HSS BRACE HSS COLUMN \ \\ I I \ \ I I \ \ I I I I I \\ \ \\ I I 3/16 4 \\ \\ 3/16 2 1 /4 V 4 \ I I I BASE PLATE 1 /2%8" \ \ I I PLATE 3/8 AT HSS BRACE CL. \ \ i I I x1 -10„ W/ (6) 3/4 M I —BEARING PLATE \ ;,�, : 1 /2"x6"x12" W/ 3/16 4 ' 4' A. CO (2) 1/2"Ox6" HSAS r'; 4 3/16 3 3/16 V 6 ENTRY CANOPY - 1 08CALE: 3/4"=V=0" -HSS COLUMN W-BEAM TO COL 3 III 3/16 1/4" CAP PLATE CONN SEE 10/SO.1 W-BEAM 3/16 3 /16 6 i i HSS COLUMN W-BEAM TO COL 1 4" CAP PLATE CONN SEE 10 S0,1 W-BEAM BASE PLATE 1 /2" / x 8" i l i / WORK POINT I I I x 1'-0" W/ (4) 3/4"0 III WORK POINT 0 A325N BOLTS I i+ ��.� i l i 3/16 + +\ i i BASE PLATE 1 /2" x 6" i I+ HSS COLUMN i l i HSS BRACE �COLUMN �� I i x 0'-10" W/ (4) 3/4"� I A325N BOLTS HSS I 1 1/4" STIFF. PLATE -� I I PLATE 3/8" AT 1 /4 4 EA, SIDE i 1 i \ HSS BRACE C.L, WORK POINT HSS BRACE 3/16 6 PLATE i i \ �.�. •. i I \ \\ 3/16 4 HSS BRACE ACE C.,LL . •_ _ � _ I I � �� a BEARING PLATE 1 /2" \\\ \ \\\ 3/16 4 I x 8" x 1'-0" W/ (4) \`\\\\\ HSS BRACE :7I 3/16 6 \• \\\\ \ \\\\ W-BEAM PLATE 3/8" AT \\\ HSS BRACE C.L. 3/16 3 ENTRY CANOPY ENTRY CANOPY ENTRY CANOPY ENTRY 12 SCALE: 3/4"=1'-0" CANOPY 13 SCALE 3/4"- 1' " 14 15 WT9x20 @ 48" O.C. (TYP.) 18'-01p* 4'-0"* O i A -A 18/S4„ SIMILAR 4 _0" 8'-0" 8'-8" 32'-0" 22'-0° - -0 SCALE: 3/4"=1'-0" SCALE: 3/4"=1' 0" SUPPORT BOSS * INDICATES A DIMENSION WHICH WT9x20 - SHOULD BE FIELD VERIFIED 1 "O A325 BOLT ENTRY CANOPY PLAN O C.L. CANOPY BRACKET 17 ELEV. = 18'_0" SCALE: 3/4"=V-0" NOTES: 1. THE ENTRY CANOPY IS SIMILAR TO THE EXIT CANOPY EXCEPT THAT THERE WILL BE FIELD JOINTS AT TWO LOCATIONS, USE BACK TO BACK MC1Ox8,4 CHANNELS AT THE FIELD JOINTS. BOLT TOGETHER. 2. A SINGLE PLY ROOF MEMBRANE IS TO BE ADHERED TO THE 3/16" PLATE AND TURNED UP AT THE PERIMETER ANGLE. (4) 1 /2"0 BOLTS 1 1/2"0 X-S PIPEE / I / I / 12 12 / I 12 I � 2 0 4 -0 A 6'-8" 8'-0" lit 8'-0" 61-8" 32'-0" 19/S4,3 �--I S CTIQN A -A EXIT CANOPY PLAN 18SCALE: 3/4"=1'-0" / L2x2x3/16, TYP. MC1Ox8,4 FRAME A 2"0 X-S PIPE x 12" LONG FULL PENETRATION WELDS / WT9x20 REQ'D AT WT BEAM AND WT BOSS TOP FLANGES TO MC10 1 0 A325 BOLT I FLANGE r * INDICATES A DIMENSION WHICH (4) 1/2"0 A325 BOLTS 3/16" PLATE 6x6x1 /4 BACKING PLATE 1 /2"04' HSA AT 32" MAX 8" MIN. BOND BEAM WITH 2-#5 CONT. C12x30 CONT, WELD TO SHOULD BE FIELD VERIFIED BOTTOM FLANGE OF STL. —/� 4 LINTEL 3/16" PLATE FULL WIDTH OF AWNING - 2x2x3 16 ANGLE CONT. WT9x20 SUPPORT MC10x8.4 / BOSS SEE PLANS (NOTCH AT CHANNEL) -7 & AT BOTH ENDS FOR LOCATIONS B.O. STL, jh 3/4"0 A325 BOLTS ELEV. = 11'-4" TO ANGLE @ 32" O.C. MC10x8.4 L6x4x5/16 (4) DRAINAGE SLOTS 2"x8" EQUALLY SPACED SLOT BOLT 1" SHOP WELD IN END CHANNEL (TYP BOTH ENDS) 20/S4,3 TYP' 3/16" WT9x20 ®332" 0 CP BEYOND) ANCHORS HOLES HORIZ, TO LINTEL 1 PL. 3"x3/8" CONT. 9CANOPY SHOP WELD TO LINTEL CANOPY DRAIN SCALE: 3/4"=l'-O" (ENTRY AND EXIT) 20SCALE: 3/1' (ENTRY AND FXITI A325N BOLTS WORK POINT 1/4" STIFF. PLATE EA. SIDE 11 ENTRY CANOPY SCALE: 3/4"=1'=0" 1 HSS BRACE - ; ;'t I y; 3/16 3 Ln WT7x30.5xl'-l" (4) 3/4" HILTI HIT HY150 ANCHORS. 6 5/8" EMBED ENTRY CANOPY 16SCALE: 3/4"=V=0" C (OPEN) 7'-4" 3'-8" 3,-8„ I N I 1/4" CAP PLATE I cD 1 2"0 STD. HOLE (GRIND SMOOTH) 3 1/2 0 STD. PIPE I 1 =-- 2"0 STD. 24 \ 1 `� PIPE (TYP.) `= TYP 3/16 3/16 I Fr -- ___ - END PLATE ___ _ I i i (TYP.) SECTION "C—C " ___ ----__ -_ ___-_ SCALE N.T.S. C SHOP FAB 2"x3" I O OPEN (OPEN) GRID OPENING IN PIPE FOR CABLE, B B , �- REINFORCE W/ v o 1 /4" PLATES 6% STD. OF PIPE LINE 12% x1 /2" THICK PLATE (2 JOIST REQ'D) W/(8) 5/8"0 316 GIRDER GRID - A `i i i N I A HOLES ON A 9" BOLT HOLE CIRCLE BOTTOM PL. (4) 1 I 5/8"0 HOLES ON TOP PL PLATE —� BOLT PLATES W/ (4) 1/2"0 1 /4"x6" PLATE �� 1/4 xAS „ „ SHOP FAB 2 x3 i i i i 1 (JOISTS & BOLTS W/ NUTS AND LOCKWASHERS N 45' SHOWN 6"0 STD. „ OPENING IN PIPE FOR CABLE. I I '`� ROOFING I I x0'-6 PIPE ` REINFORCE W/ I I OMITTED FOR I I CLARITY) OF 2"X3"HOLE 1/4" PLATES i i rI A I I I I I q i; m SECTION "A— A" (OPEN) I i i '- BUILDING J SCALE N.T.S. 12 COLUMN 3/4 HSS 6x6xl /4 SECTION "B—B" GRID SCALE N.T.S. 21 SECTION AT SATELLITE SUPPORT SCALE: N.T.S. I -1 r® 1. LOWmvE HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 i REVISIONS PRE -BID SET L POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 5110/02 1 STRUCT, GRID SHIFT 8/13102 4 REVISION #4 , nia UMMM, i:i I nt MUF'tRl Y OF LUVVE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOL OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XX/XX102 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. Vn 1 • e COD � ►--- w't ow z �r•(o ®MP cVn�l O N O -- ¢ y <^ y � d- tG ®�¢ m¢ O 4 � ax Q 3W0. w (n NUJ F�-- 0 O � O Q CO C� 2 ti n boU n � r; OQ cn1-4 i.•F'�W �i y � A F- O O O� LL L.L.. LL Uj Z LL O r^ co �✓ J • e ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: []:fAITIT I�[H►l�1u S-4.3 � f o- \ WAT TOP EL 44. 1 \ WATER TOP N EL 42 ._ Aft - `- .. - - _.,�. .ww •. _. � ate. , WATER FLOW TEST DATA STATIC: 60 PSI USE FOR CALCULATIONS NUMBER OF SPRINKLERS FIRE PROTECTION NOTES - LCO W E RESIDUAL: 54 PSI STATIC: 170 PSI SYSTEM #1 412IS FLOW: 1190 GPM RESIDUAL: 1166 PSI SYSTEM #2 322 1. THE ENTIRE BUILDING SHALL BE FULLY SPRINKLERED. THE cNTIRE FIRE PROTECTION SYSTEM SHALL MEET HOME CENTERS INC. CONDUCTED BY: SANFORD FIRE DEPARTMENT FLAW: 1875 GPM SYSTEM #3 326 APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES, AND MUST BE APPROVED BY LOWE'S & THE P.O. BOX 1111 N. WILKESBORO, NC 26656 EFFECTIVE POINT: PUMP DISCHARGE LOCAL AUTHORITY HAVING JURISDICTION, THE DESIGN CRITOM LISTED ON THE 'FP' SHEETS ARE MINIMUM • • DATE: 10-15-01 SYSTEM #4 244 REQUIREMENTS SUPPLEMENTED BY SPECIFICATION SECTIONS 13916, 13921 AND 13220, REVISIONS I �, I o A' EFFECTIVE POINT: ON 12" MAIN IN LIVE OAK BLVD. C �/ J Nv ELEVATION: N/A IN -RACK SYSTEM 4 2. THE SPRINK ER SUBCONTRACTOR SHALL SUBMIT THE "FP" -5HEETS UNDER HIS TITLE BLOCK TO THE AUTHORITY O PRE -BID SET Q POST BID SET HAVING JURISDICTION AND OBTAIN ALL PERMITS BASED ON THESE DRAWINGS, THE "FP" SHEETS SHALL BE SUBMITTED ISSUE DATE ISSUE DATE TOTAL # OF SPRINKLERS 1825 TO THE AUTHORITY HAVING JURISDICTION WITHIN 14 WORKING DAYS AFTER BEING AWARDED THE CONTRACT. NO DATE DESCRIPTION CHANGES TO THE "FP" SHEETS BY THE SPRINKLER SUBCONTRACTOR ARE ALLOWED. ALL REQUIRED REVISIONS TO 08/13/02 4 REVISED BASE PLAN THE "FP" SHEETS (OTHER THAN MINOR REVISIONS FOR THE PURPOSE OF COORDINATION) SHALL BE SUBMITTED IN WRITING AND SHALL BE APPROVED BY SCHIRMER ENGINEERING CORPORATION. 3. ALL SPRINKLER MAINS AND CROSS MAINS SHALL BE INSTALLED AS CLOSE TO THE BOTTOM OF THE ROOF DECKING AS NFPA CODES AND STANDARDS WILL ALLOW. THIS SHALL BE MAINTAINED THROUGHOUT THE ENTIRE SALES AREA, RECEIVING AREA, CUSTOMER LOADING CANOPY, AND GARDEN CENTER, 20'-0" CLEAR UNOBSTRUCTED HEIGHT SHALL BE MAINTAINED THROUGHOUT THE SALES AREA AND RECEIVING AREA. IF THIS CANNOT BE MAINTAINED AT ANY POINT x IN THE BUILDING, COORDINATE WITH LOWE'S CONSTRUCTION MANAGER FOR ACCEPTABLE INSTALLATIONS. UNDER NO TOP OF PIPE - FP CIRCUMSTANCES WILL SPRINKLER PIPING BE ALLOWED BELOW THE BOTTOM OF THE JOIST GIRDER, EL 44.5 \ � _� - x x--x-r x- x- x- x- 4. IT SHALL BE THE SPRINKLER SUBCONTRACTORS RESPONSIBILITY TO COORDINATE AND INTERFACE WITH ALL HIDDEN LAKE SUBDIVISION + TRADES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: INTERFERENCE OF SPRINKLER BRANCH LINES WITH TRUSSES, TRUSS CROSS MEMBERS, CROSS BRACING AND ZONED SINGL ,FAMILY A X" WIND BRACING; RESIDENTIAL (�R-1) x� - - - - FIRE HYDRANT ASS'Y - (b) INTERFERENCE OF SPRINKLER MAINS WITH GIRDERS; Tr X (CITY DETAIL FIG. 402 SHEET C-18) - - - - - - - - - - - - - - - - - - - - - - - - - - - - (c) INTERFERENCE OF SPRINKLER BRANCH LINES AND MAINS WITH ROOF TOP UNITS (RTU'S); (d) AVOIDANCE OF SPRINKLER OBSTRUCTION BY L THIS DRAWING IS THE PROPERTY OF LOWE'S HOME E ECTRICAL CABLE TRAYS, CONDUITS, JUNCTION BOXES CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE AND LIGHT FIXTURES. SPRINKLER SPACING FOR THE ESFR SPRINKLERS SHALL BE LOCATED AT LEAST ORPART;SPROHIBITED WIT HOUTTHE EXPRESSED TOP - \ I 1'-O" AWAY FROM THE EDGE OF ALL STRUCTURAL STEEL MEMBERS, IN ACCORDANCE WITH NFPA 13. WRITTEN CONSENTCOPYRIGHT 2001 OFLOWESHOME CENTERS, INC. EL -�r f -ff \ �� I L RIGHTS RESERVED STIPULATION FOR REUSE I 44.0 r - \ � � 5. THE DISTANCE BETWEEN SPRINKLERS AND BETWEEN BRANCHLINES SHALL BE 8 FEET MINIMUM AND 12 FEET THIS DRAWING WAS PREPARED FOR USE ONA l \ CONTESPECIFMPORANEOUSLY SITE AT WITH ITS T c�zo� I MAXIMUM. ALL ESFR SPRINKLERS SHALL BE LOCATED AT LEAST 1'-0' AWAY FROM THE EDGE OF ALL STRUCTURAL SANFORTHITSIssuEDATEON 0 �o STEEL MEMBERS, IN ACCORDANCE WITH NFPA 13. 04/1BM2 AND IT IS NOT SUITABLE FOR USE ONA I \ Q � DIFFERENT PROJECT SITE ORAT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON � � � ANOTHER PROJECT REQUIRES THE SERVICES OF �Qw 6. THE SPRINKLER SUBCONTRACTOR SHALL ASSURE THAT SPRINKLER PIPES ARE SUPPORTED SUCH THAT NO POINT PROPERLYROJECTREQUI LICENSED REQUIRES AND ENGINEERS. REPRODUCTION OF THIS DRAWING FORREUSEON LOADS (CALCULATED WEIGHT OF WATER -FILLED PIPE) TO JOISTS EXCEED 250 LBS AND THAT ANY POINT LOADS IN ANOTHER PROJECT IS NOT AUTHORIZED AND IS J EXCESS OF 100 LBS OCCUR WITHIN 6" OF A JOIST PANEL POINT. IF ANY POINT LOADS IN EXCESS OF 100 LBS CONTRARY TO THE LAW. II I OCCUR BEYOND 6" OF A JOIST PANEL POINT, FURNISH & INSTALL ANGLE BRACING AS SHOWN ON "TYPICAL PIPE • • II I I I II I I SUPPORTING DETAIL", DETAIL #1-SHEET FP-7. !, WATER VALVE 7. SPRINKLER PROTECTION SHALL BE PROVIDED IN THE ELECTRICAL ROOM AND THE TELEPHONE ROOM AS INDICATED. TOP NUT BRANCHLINES SUPPLYING THE SPRINKLERS IN THESE ROOMS ARE THE ONLY SPRINKLER PIPING ALLOWED FROM r II I I II I FIRE HYDRANT s' corlcRErE EL 47.22 ASS Y STEPPED* WALK >} FINISH FLOOR TO BOTTOM OF ROOF DECKING. ALL OTHER SPRINKLER PIPING, INCLUDING AUXILIARY DRAINS, AND 1 II I LOCATE HYDRANT VALVE CONCRETE WALL INSPECTOR'S TEST CONNECTIONS SHALL BE ROUTED AROUND THESE LOCATIONS. / II I I BEHIND CURBL wM II I 8. ALL INSPECTOR'S TEST CONNECTIONS fel),jzL TIONS AND LOW POINT DRAINS SHALL BE PER NF A l I I II 1 P 13 (UNLESS NOTED OTHERWISE) AND SHALL BE DISPLAYED ON SHOP DRAWINGS. MOUNTING HEIGHTS OF CONTROL VALVES SHALL BE 5'-0" A.F.F. III I I TOP OF M MOUNT CONTROL VALVES FOR INSPECTOR'S TEST CONNECTION AND LOW POINT DRAINS INSIDE BUILDING. PIPE DRAIN PIPE LINES TO EXTERIOR OF BUILDING. AUXILIARY DRAINS AND INSPECTOR'S TEST CONNECTIONS SHALL BE LOCATED TIGHT II I 44.0 EL A�Q�P�� AGAINST THE PERIMETER WALLS. COORDINATE WITH LOWE'S CONSTRUCTION MANAGER FOR ACCEPTABLE LOCATIONS. 6g_ � II I HOME IMPROVEMENT WAREHOUSE I • J - I 9. THE LOCATION FOR THE LEAD-IN, SHOWN ON THIS SHEET, IS THE ONLY LOCATION ACCEPTABLE TO LOWE'S. IF A • L[IWE S PROBLEM ARISES, CONTACT LOWE'S CONSTRUCTION MANAGER IMMEDIATELY FOR CLARIFICATION. L== _V-1I ___ _______ ___, _ _ o �_� �� 10. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL AS PRESCRIBED ♦ - - -� IN STATE CODES. REFER TO THE ARCHITECTURAL SHEETS FOR LOCATIONS OF RATED ASSEMBLIES. REFER TO DETAIL $ o I 3780 S. ORLANDO DRIVE - " - o 0 I e` �N2 1 ----------------- ;-- � -- I I � #4-SHEET FP-7. FINISH FLOOR EL 48,20 �'' -- mz ; I I _- � c o i I - �� � 11. THE SPRINKLER SYSTEMS SHALL BE MONITORED BY A CENTRAL STATION SIGNALING SYSTEM FURNISHED AND _ I INSTALLED BY LOWE'S. ALL TAMPER SWITCHES, WATERFLOW SWITCHES, AND PRESSURE SWITCHES SHALL BE a Er I �� I I INSTALLED BY THE SPRINKLER SUBCONTRACTOR AND WIRED TO THE CENTRAL STATION SIGNALING SYSTEM BY THE �" � 3- I �I r � � ❑ ' i�` I Qa �I I I ALARM SUBCONTRACTOR. THE AUDIBLE ALARM SHALL BE FURNISHED AND INSTALLED BY THE ALARM SUBCONTRACTOR. THE SPRINKLER SUBCONTRACTOR SHALL MEET WITH LOWE'S CONSTRUCTION MANAGER 'AT THE EARLIEST POSSIBLE DATE TO DETERMINE THE APPROPRIATE TIME FOR THESE ITEMS TO BE INSTALLED. I / I a p N In n 12. PROVIDE SEISMIC BRACING AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ALL SEISMIC BRACING SHALL BE o 0 �w I �// I ,,�� I I I IN CONFORMANCE WITH THE LATEST EDITION Q 0 I N OF NFPA 13 AND LOCAL REQUIREMENTS. a zs ' _ �, I ` I 1,340 LFt 8 PVC DR 18 I I I W E I o W a M o �, \�) I `�\ WATER MAIN (36 MIN COVER) I I I I 13. REFER TO THE ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS AND DETAILS. DO NOT SCALE "FP" Z °° � , I DRAWINGS FOR CONSTRUCTION PURPOSES.•.in „ � � I I I ^ ., 8 WATER TOP OF PIPE I/ I V) EL 48.0 (4' VERTICAL \� r �iC'(J - I I I I 3 14. REFER TO THE FIRE PROTECTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING THE FIRE PROTECTION w ❑ SEPARATION FROM 36�- RCP TYPICAL) I w U) 0 c n�15 . -do U FIRE PROTECTION SITE PLAN SCALE: 1 " = 50' By;_'r Sanford ire P Date: 17:-/- UNDERGROUND ON THIS SHEET SHOWN FOR REFERENCE ONLY, SEE CIVIL DRAWINGS. I �L I 5' CONCRETE SIDEWALK TTc DESIGN CRITERIA 1. SALES, STORAGE, & RECEIVING AREA: ESFR SPRINKLER SYSTEMS DESIGNED TO FLOW 3 BRANCHLINES WITH 4 SPRINKLERS PER BRANCH LINE (12 SPRINKLERS TOTAL) WITH A MINIMUM PRESSURE OF 15 PSI AT ANY SPRINKLER. DESIGN SHALL INCLUDE A HOSE STREAM ALLOWANCE OF 250 GPM. ESFR SPRINKLERS SHALL BE MANUFACTURED BY CENTRAL, GEM OR STAR (NOMINAL K=25.2) - NO SUBSTITUTIONS. 2. IN -RACK SPRINKLER SYSTEM: SEE SHEET FP-8 3. OFFICE AREA: WET PIPE SPRINKLER SYSTEM DESIGNED TO PROVIDE 0.20 GPM/SQ.FT. OVER THE MOST REMOTE 1,500 SQ.FT. AREA AND INCLUDE A HOSE STREAM ALLOWANCE OF 250 GPM. MAXIMUM SPRINKLER SPACING SHALL BE 130 SQ. FT. 4. GARDEN CENTER: DRY PIPE SPRINKLER SYSTEM DESIGNED TO PROVIDE 0.60 GPM/SQ.FT. OVER THE MOST REMOTE 2,600 SQ.FT. AND INCLUDE A HOSE STREAM ALLOWANCE OF 500 GPM. MAXIMUM SPRINKLER SPACING SHALL BE 100 SQ. FT. 5• CUSTOMER LOADING CANOPY: DRY PIPE SPRINKLER SYSTEM DESIGNED TO PROVIDE 0.20 GPM/SQ. FT. OVER THE MOST REMOTE 1,950 SQ. FT. AND INCLUDE A HOSE STREAM ALLOWANCE OF 250 GPM. MAXIMUM SPRINKLER SPACING SHALL BE 130 SQ. FT, 6• SHADE STRUCTURE: DRY PIPE SPRINKLER SYSTEM DESIGNED TO PROVIDE 0.20 GPM/SQ.FT. OVER THE MOST REMOTE 2535 SQ. FT. AND INCLUDE A HOSE STREAM ALLOWANCE OF 250 GPM. MAXIMUM SPRINKLER SPACING SHALL BE 130 SQ. FT. LEGEND O BRASS PENDENT ESFR SPRINKLER GRINNELL, CENTRAL, OR STAR, 165 DEGREE, (NOMINAL K=25.2) • CHROME PENDENT SPRINKLER w/ DEEP ESCUTCHEON, ORDINARY TEMPERATURE, (1/2" ORIFICE) 0 BRASS UPRIGHT SPRINKLER CENTRAL MODEL EC-25, 214 DEGREE, (NOMINAL K=25.2) 0 BRASS UPRIGHT SPRINKLER, INTERMEDIATE TEMPERATURE, (1/2" ORIFICE) �( CHROME PENDENT SPRINKLER w/ DEEP ESCUTCHEON, INTERMEDIATE TEMPERATURE, (1/2" ORIFICE) Q SIDEWALL SPRINKLER, ORDINARY TEMPERATURE, (1/2" ORIFICE) O QUICK RESPONSE CHROME PENDENT W/ HEADGUARD, CENTRAL ELO-231 BVQR, 155 DEGREE, (NOMINAL K=11.2) CAP 0 RISER 0 VERTICAL PIPE �> INSPECTOR'S TEST CONNECTION lb- AUXILIARY DRAIN d DRUM DRIP DRAIN HANGER SHEET INDEX FP-1 FIRE PROTECTION SITE PLAN FP-2 FIRE SPRINKLER PIPING PLAN FP-3 FIRE SPRINKLER PIPING PLAN -SYSTEMS #1 & #2 FP-4 FIRE SPRINKLER PIPING PLAN -SYSTEMS #3, #4 & PARTIAL #5 FP-5 FIRE SPRINKLER PIPING PLAN -SYSTEM #5 FP-6 ENLARGED PLAN, DETAILS AND SECTIONS FP-7 SECTIONS AND DETAILS FP-8 RACK SPRINKLERS, NOTES AND SECTIONS FP-9 FIRE EXTINGUISHER PLAN x .0 rmvUCL.I ff I JUZOu%-uvz A cn V-'N O U O O O -� U C C o v LO v) rrV� 0 O 00 g rn o r, �Z3 o CAA p 00 CIO H w • o co Ii co CLO O ZN o -CO H 0� H m LO CO ■ w U �CO Lu Ir Z Y �T� U U) Q wo O U) O w06 4 o �� N � v �� c- m 0 w x U w w T U H Q O Zm O 0 � ®_ CN w �� r- 0 00 0 0 �" L0 o Pam-, LLl Z 0 Z w Z U O�Q<o w _j v) C) a ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: FP- 1 K: Lowe's\Sanford_l'L\1''inal-V��11'1'-�_SarZk'L.dwg, 08/09/2002 08:11:3 7 E1�1 En n 2 9 Z4 O N in O I O O N ZOmM ;:oD Sy(A� D>�r A -{0Z o-OZ� �nMv � mm ;U m z <o�m cn Mo -nU� O V)--I moo p mz o mzm m OD Zr Om �m2 rX-q M W � o0 _U MA _ D Z TJ 7, �r m a Cn " M U.+ � O L ��2O�\W2>zD pp n-0 DM< 8 = RmZ p-IXXM= -D m o:E;U 22zo���' m�o m mXQ O oc9 0M-i zom DO U)r-O Z;J0M-T p o z AmAm fnn n-� q _I _ -1- O-axmx�-�77i 10 -n zmDCO DZ����L Om0 mZZZv� 0 �U r-Z > �n o oo n]I ! l-UrrI o�=m f�11 O -ni �Omo =�D-InpD''--10Dmmn ow p6O:Ei: l ZZrr�➢ Zr-00 6car,900 M �O p00�Q r- O p j Ti I O �Zrn zviX O C O v p M � IV C� (rl U1lei J O O ___ _.______------------- .................................................. ......; .............. i ............. i i' i.r•, (Z X r D p M m , z m U) o� ZN L, m mz oV) Zm -�i O v 7�ZZz • • t z u Z �l J v c DO M N no c Z m cn Q -q 1{ N m n -1 ° Z ID m m 0 m � O N c— m 0 0 D z0L m � O N t FIRE SPRINKLER PIPING PLAN • n S ENGINEERING AND CONSTRUCTION • ::: - =- _ - � � � � C, 1437 South Boulder Avenue, Suite 800 "Tulsa, Oklahoma 74119-3609 Phone: (918) 587-8600 Fax: (918) 587-8601 E-mail: lowes@taylorseott.cocn • SCH/RMER ENGINEERING CORPORATION !ir PFstntAM 6 nrir� A 4wvi Gemkh# A Lin Canal A &ww*y l�n� DS}p 707 Lake Cook Rd. ❑ 11770 Bernardo Plaza Ct. 8209 Village Harbor Dr. Deerfield, IL 60015 Suite 116 Cornelius, NC 28031 (847) 27Z-8340 San Diego, CA 92128 (704) 892-1300 619 673-5845 Chicago Miami Los Angeles San Diego Dallas Washington, DC san Francisco Las Ve as 9 t � "! � b t o>�v>0000u,-1N o�oo -+ OLm.o�-n n=L�11i .tOd O2p 2S /2�o�m 1ny� 1-/N = O m = - ni n 0 - " . m o� m N s 0 9 o 151` N moor-- ;aC, °a�,- �-_ _ v o o s o < < OOOnO�A{>" p n oL,pnO ;,in Z22 LO p'L% O pi110 `"�' A m < 2 S o' = O p A e+ G 1 i o 1" �z-y111p�0<'n.arn ;g in v 0 0 n m + op!;'" °° o o, c " � "� A C U � N m 'U 111 O�oU11 �i n�m Nr0 ASSpO N n N O-4 n 111 O< Q p � m p m A m � o � � q ° in ° in ° L �m�smni A��N V1 n0 r• 00 fA �_ ^ "1" `° olF> 2O�pl m 0 w \ � N 0 �' m n v� Crn Fri 2 m D Cn M m fTl�< 0 O c ° m ��z/n� V/ mcn LOWE'S OF SAN F O R D SANFORD FLORIDA U fTl _° 1 1 1 -O - HYw 268 EAST, EAST DOCK N. WILKESBORO, NC 28659 336.658.4000 (V) 336.658.3257 (F) PROJECT No: 01500-729 DRAWN BY: GM CHECKED BY: RJW/TGP WO oM jm Z " M Z ,,,_,r= �m M o� ■ Z N Z O 00 s K:\Lowe's\Dartford_[''L�1'irial—V2\1'1'-5_Sani''L.dw 08/09/2002 08:12:24 AM MW n I M o M a` I: 6-10 15-0" 15-0 ; 15-0 6-10 1 , C7 �........._. ,� z - -------- ---- - .. .............. ................. rNH..........N .. ........... ......... Co OCO :N........ ... ..........NC: .... € f ,i NIu I (0 c) E m i....,: .. ......... D 1 i Z }:.}... :..;.. nx-- o N00 Co •• ... ... .. .. .. ... f �................... . . .... NN I f I N.............................................................. ................... 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Ej 11770 Bernardo Plaza Ct. Ej 8209 Village Harbor Dr. 'n 9 -n ,(nn n e� N y A o w `t s y y �m-fop'.°oy-cv`c� n=+Gf° � mm L O W E S O F Deerfield, IL 60015 Suite 116 Cornelius, NC 28031 Z S m y m y 0 . (847) 272-8340 San Diego, CA 92128 (704) 892-1300 0 - o T M -f i O77'er m s o$ o U) _ _ NITEERING AND >, n y„ > N !!nn ffl (619) 673-5845 C�2-imp ACToFv oiHl'il o M VJ SA N F O R D CONSTRUCTION cn 1437 South Boulder Avenue Suite 800 ° 6 e n m> m y ° v� 0 -f 0 r� " A y O n. A A m O "' rn � O Tulsa, Oklahoma 74119-3609 Chicago Miami Los Angeles Ill A rj'� �' p m °' S rn ° z SAN FO RD FLORIDA Phone: (918) 587-8G00 Fax: (918) 587-8601 San Diego Dallas Washington, DC Z "' A y ° m m ' oy6� mm ? mz:Gy 07 HYW 268 EAST, EAST DOCK N. WILKESBORO, NC 28659 E-mail: [owes cr laylorscotl.com ;t' '�V~ o m O m in 0 O � � Z o p D o San Francisco Las Vegas Z� o> �'� 9 Z m Cn • • PROJECT No: 0150000729 FDRAWN BY: GM CHECKED BY: RJW/fGP 336.658.4000 (V) 336.658.3257 (F) • • • • m o0 X z� O �m r m ZJ 1 1 r= U)m M o Z� N CD z o� �a, SAND ORD FIRE DEPARTMENT FIRE PILE VENTION DI VISION 300 N. Park Ave., Sanford, Ft. 3277t / P. O. Box t788, Sanford, Ft. 32772 (407 302-1022 / FAX (407) 330-5677 Pab er (407) 918-0388 2.4 Number of E.vits — O.K , Fire Department Will field Verify 2.5 Arrangement of Egress — O.K., Per L.S.0 36-2.6%200 ft. rnaxirnurn travel distance. Per L.S. C'.36-2.5.2% dead end corridors shall not exceed SO ft. 2.6 Travel Distance — O.K. Complies with L.S. C. 2000 ed. 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — O.K.; will field verily 2.9 Emergency Lighting — Fire Department will require emergency lights in Electrical room & fire Control room. Fire department vvill field verify under "IYIAIN ELECTRICAL SHUT OFF ". 2.10 Marking of Meaus of Egress — O.K.; will field verify (see page T-1. l.) 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — Fire Dept. will require inspection to verify "smoke blocking" 3.2 Protectiou from Hazards — Building has afire sprinkler system through out. (E.S.FR. K-23 fire sprinkler heads for the high rack combustible storage)& dry system two (2) outside areas in case offreezing. j.-aint rior Finish — C'lass' "f1 or Ij 3.4 Detection, Alarm and Communications Systems — a fire protection engineer shall provide design criteria as per NFPA -#72 3.5 Extinguishing Requirements —as per NFPA 910 the following appties: 1- 40 A rated Fire Extinguisher every 75 ' %t >7'otaling(44� (1) Foarn 11re extinguisher ior• high chlorine storage area Sf1jYFORD FIRE DL'PARTMENT l FAZE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Ft. 32772 (407 302-1022 /FAX (407) 330-5677-�- uuer 407) 918-038' ree (3) "C" rated Fire Extinguisher reguired for two (7) electrical rooms cy- 1 Purrs IP Zoom 3.6 Corridors — N/A - 4 Special Provisions 5 Building Services 5.1 Utilities — Label all doors leading to the lire alarm control room" 1VIAIN FIRE ALARIVI PANEL INSIDE" 5.2 HVAC - as per LSC 7-2 ((Juct detectors shrill provide shut down) field test required. Label(#'s; ntarrlbers) for all IHVAC units' on roof for f ire personal. 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Fire Sprinklers: Required Sanford City Code — C'luapter 9 Also Place Sian above Fire Test Header Reading "Do not use For Test Pur�Ses Only" jDlace sign above 5" STORZ) Monitoring: Required by a U.L. listed Central Station for all mandated lire Sprinklered properties (31 JX UL/FM phone junction box required) Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: Building has lire sprinkler system; (however a CLEAR AREA will be dedicated For Emergency services and Fire Department ambulance requir(A) 3-6.1 Key Box —Required; will held verify (Mount 7 jf - above door tofire ire control room) SEE, APLICATIONAIDICKED. Model# 3270 Required 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verily (See placement of address numbers on Plans) 3 FIRE EXTINGUISHER NOTES: L 0 W ENSO HOME CENTERS, INC. 1 . THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INsjfALLING PORTABLE FIRE EXTINGUISHERS WITHIN P.O. BOX 1111 N. WILKESBORO, NO 28656 FIRE EXTINGUISHER LEGEND ALL BUILDINGS ON LOWE'S SITE, AS REQUIRED BY NFPA-10 AND THE AUTHORITY HAVING JURISDICTION. THE PORTABLE FIRE EXTINGUISHERS ARE LOCATED ON THIS SHEET TO AID THE SPRINKLER CONTRACTOR IN BIDDING. THE SPRINKLER CONTRACTOR SHALL REQUEST A CURRENT RACK LAYOUT FROM LOWE'S CONSTRUCTION MANAGER WITHIN FIVE (5) TO TEN (10) WORKING REVISIONS PRE -BID SET POST BID SEr WATER TYPE FIRE EXTINGUISHER 4-A:60-B-C FIRE EXTINGUISHER DAYS PRIOR TO LOWE'S KEY TURNOVER DATE (DATE ESTABLISHED BY LOWE'S CONSTRUCTION MANAGER). PRIOR TO INSTALLING ISSUE DATE IL ISSUE DATE 2 1/2 GAL., STORED PRESSURE, MULTIPURPOSE, DRY CHEMICAL, ANY FIRE EXTINGUISHERS, THE SPRINKLER CONTRACTOR SHALL VERIFY WITH LOWE'S STORE PROJECT SETUP MANAGER THAT RECHARGEABLE, w/"UL" OR "ULC" AMMONIUM PHOSPHATE, THE RACK LAYOUT IS CURRENT. FIE SHALL MAKE CHANCES AS REQUIRED TO ACCOMODATE THE CHANGES TO THE NEW RACK DATE DESCRIPTION CLASSIFICATION OF 2-A. STORED- PRESSURE, LAYOUT, AT NO ADDITIONAL COST TO LOWE'S. CONTACT LOWE'S CONSTRUCTION MANAGER, IF QUESTIONS ARISE. 08/13/02 REVISED BASE PLAN QUANTITY: 3 RECHARGEABLE. QUANTITY: 36 2. THE DESIGN CRITERIA SHALL BE USED: CLASSIFICATION OF HAZARDS ................... ORDINARY (MODERATE) HAZARD MAXIMUM AREA TO BE PROTECTED PER EXTINGUISHER ............... 6,000 SQ. FF. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER ..................... 50 FT. IN FLAMMABLE & COMBUSTIBLE AREA AND 75 Fr. IN ALL OTHER AREAS REFER TO LOWE'S SPECIFICATIONS, SECTION 15916, FOR MORE INFORMATION. PORTABLE FIRE EXTINGUISHERS SHALL BE SHOWN ON THE SPRINKLER SHOP DRAWINGS. 3. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING THE EXTINGUISHERS TO THE RACK UPRIGHTS OR WALLS. THE TOP OF ALL FIRE EXTINGUISHERS SHALL BE MOUNTED Ar A MAXIMUM OF 4'-0" A.F.F. AND CLEARLY MARKED ON COLUMNS, WALLS, OR RACK UPRIGHTS WITH SIGNS, ARROWS, LIGHTS, OR CODING. 4. FIRE EXTINGUISHERS MOUNTED IN UNHEATED AREAS SHALL BE RATED FOR ANTICIPATED TEMPERATURES. THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS NC. ANY USE ORREPRODUCTIONINWHOLE OR PART ill PROHIBITED WITHOUT THE EXPRESSED 5. SPRINKLER CONTRACTOR SHALL FURNISH A MANUAL GIVING INSTRUCTIONS AND CAUTIONS NECESSARY FOR THE INSTALLATION, WRIT -TEN CONSENT OF LOWE'3 HOME CENTERS, INC. OPERATION, INSPECTION, AND MAINTENANCE OF PORTABLE FIRE EXTINGUISHERS. COPYRIGH r 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15JO2 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE GRATA LATER TIME. USE OF TH Is DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS -CONTRARY To THE LAW. 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CAP AND PROVIDE N HOME CENTERS, INC. ?s 2" IRRIGATION CW I I CUT-OFF VALVES ON HOT AND COLD WATER PIPING AS SHOWN. SEE RISERS THIS SHEEP FOR DETAILS. ;_', P.O. BOX 1111 N. WILKESBORO, NC 28656 I I I I I REVISIONS -------------------------- -- ------ ,° SI L 0 W EV - , � T — " / PRE -BID SET Q POST BIU SET C.W. O ISSUE DATE ISSUE DATE -- ---� , �� I ( I I FD 3" 2-1/2" C W /2" C WcW I DATE DESCRIPTION / \ /-- /C 2-1 4"WASTE CO 3"— 5/24/02 2 RACKING PLAN REVISION Y: " WASTE i �� 3 4 WASTE //CO CO n � 2: " — - m n �! Imo,'6/20/02 3 CODE COMMENTS _Yl 1/2 H.W-. . ,.�,,n iL--IHB-FP ;+n 8/13/02 4 REV 4 :.,, t...r.. .a ..5.:,..,:r ...f ..•,..::1 ,ram.. r„ '..<:, r'..n:. ,�.:rvt.,. �.,,�.. r:, :, .,.. ... .r,J ... a'.. .., , r, ..e ,,.,<. _... .,,...,', .. .,r. .r,-. .. ,.r...,i :. ,. W..,.. _ .. - .. - . ,: _ _. ,.. _ ,.. � .. ,.. a �; e s ,.: -;.. ,. ,... -l.:y .+, .,,.. •, r.., �^rr:. J r,. 7.n !.- ,4, Y l' d 1. l.. ,+:' Y .. .. An 4.:a, .,.T r... ,. F.'1 ,,. a�.l. .N.„,Jr... e�tl',rr .nh, :1. ✓4.v. e. ......,.!�. ,.r ;.z ,.z: '.r .a..: ....:.1'L.. .», 1 — — — — — — — — — — — — — — — — — — — — — — a— — — — — — — — — — -- — —�I -- — — — — — — — — — — — — — — — 1eWTO-HB-AT ROOF-- LADDER AT REAR OF STORE SEE SHEET P-3 I FOR CONTINUATION Ej --- r EWC WF WC-H EWH yA O U O w WHA_C WHA-C 0 EWC WF LAV 0 ,1 _ o 0 0 • �1 (l C n ��WHA-C � H 0 �� 0 0 0 0 0 " "cw WC-H WC-H WC WC WC WC WC 2 C URN URN URN C H H FIDL- 1 /2- HW ' WC WC WC-H WC-H Ir. 3/4"HW 3/4"C 1/2" HW (120'F+-3/4-CW _ SE 4 WHA-B WHA- ��� LA LAV LAV LAV HB LAV LAY LAV LAV H �HW rl 1 "HW `-' o I o I I I HB-C HB-C 3 SEE P3 g � 2 ENLA EE) WATER FLAN y� ��------— R2 SCAL.E 1/4" = 1'-/III L - {r,.,.., nr _c.-.c:.n. ,.,-.. .( .,..»: .-.3,.. •t,. , _.: .. ....-.t r f�. ,.,.._.,.,t.,,:.'„,,: \.. ._. �...-.-::-..x..1. n...a,.-, ..- •.., .... ._+... ...,.l..e... ... .... ... .�..., .,r...,,, ,+,,...._.... ._.v_r.{: :eao-. '80 NSF 1/2" WATER TO BREAK RM SINK 1900 s c� '20 N � LAV I� s N LAV I N \ N LAV LAV 3n HB 3 VTR 2'V , NN�,ci< I t T,°N A°ANT I I 2" I FD I I 4" I� FD Z„ 3 C.O. 2" (TYP. 5F'RINKL.ER ROOM 1-1/2"V. UP TO VTR , \Y BREAK ROOM SINK ROUGH -IN FOR SINK IN BREAK ROOM, SINK TO BE INSTALLED 3"SAN BY OTHERS. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. FROM FUTURE BREAK SINK PIPING. 77 DFU'S I I L� 2 V WC-H LAV 1" TO H 9 8j 2 t'S,� 1 1 /4" V �`��\ / 1 1 /2" FD IFS (TYP) ` 2)' WC-H 4 DFU'S WC I I WF G�/ I LAV I LAV �j —I y� LAVIEWC CO I LAV WF �8 G U AeK,c� 2" TYP. URN--' 7 � �� r- v c •h,�l � i/[MOP G 3/4" HW cly U WC WC-H \ TP WC - � �i U HB-C I HB�72 `Z1`Z`P 9 / I 7 V I N N 3:0� WC TP FD FD WC—H U U 3 _ 3 A0, 1 " TO H B 2 1 /2"V 3 "V r 4"VTR �I 4" C.0.1 11 L I I I I I EWC Ir i 4„ \ I WC Y / I\i WF i I>I I WC 1 I 1 , , 1i 2/ 2 4"V WCVC 47U�:�',�lDF'jWi I 1 \ URN I W 2 2 V URN k� jl_AV I I 22' URN I 1 22' i 2 •� I I I I I ' WC -HI 1 1 /4 V `. 1 1 /2" WC TYP' ( ) � 4 DFU'S WC I LAV i mil. WC-H 3„ U I LAV I \\mil 4"(TYP. , FD� I co ; LAvI rL1 !,, LAV — 4"V 4" 2"(TYP.) I � 4„ FD I�Ir 4„ MOP UU LAV , 4" C.O. WC-H 4" TYP. WC LAV IN SEE P1 LAV 1P�J� S cy�c� �//� rye` �-- 2" TYP. P2 U = (TYP) WC-H G��G� 4 y�TOFF I I ST I C WA f 5OlIT�f fi�,�i�i �V V I\ N ,, T� P1 SEE Vq�� � ISO � R III R2 5C►d11�E NOT TO 5C,�1�E �`V ASTE AND VENT F, SCHEMATIC ONLY F2 5C LE NOT TO 5GALE LAV SCHEMATIC ONLY NOTE: ALL HORIZONTAL DRAINAGE PIPING SHALL HAVE A MIN. 1/8"/ FOOT SLOPE AS APPROVED BY LOCAL CODE. THIS DRAWING IS THE PROPERTY OF LOWE'S HOME tia CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED + WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. rt; COPYRIGHT 2001 ALL RIGHTS RESERVED s. a;d STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON j 04/15102 AND I S T I NOT SUITABLE FOR USE ON A DIFFERENT PROJEc r SHE OR AT A LATER TIME. USE n OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF .Ns PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJEO( IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. 7 7C i 77 0p�w V/�Q 0r r.l ®2� III c iW Z w ORIGINAL 4/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: VII PL02 03.15.02 - -- --- • O 0 I I I___L r--- - 4 14 11 _ _I _ 1F H +_ I 1 I +_1 J_Fill - - - 0 FLAN � i=2 5C LE NOT TO 5C LE III i i i i R Q P (N.03 N M.01 M L K J H G F I I I I I INVERT=94.30' STUB 5'-0" BEYOND I GENERATOR AND BLDG. LIMITS LINE. i I SEE SITE PLAN FOR I I I 12"0 TRANSFORMER RE: CORRUGA ED PLASTIC, I CONTINUATION ( I ' ' I I I ELECTRICAL DRAWING ff� 09- _ SMOOTH NTERIOR PIPE _ _ -_ _ _ —� _ 6' P.V.C. - - _ I I = I (TYPICAL FOR ALL STOR INVERT-94.25 - - - - - DRAINAGE ON THIS SHE Y. -RASA IF- -j I COMPACTOR 12" STORM L-----JL _ TRANSITION TO 12" PIPE PRIOR TO INSTALL S1�ORM LINE ABO E Ld TRENCH DRAIN CONNECTION TO FOOTER. COORDIN TE WITH o I FOR TRUCK WELL. I SITE WORK RTU-20 ` I J GENERAL ONTRACTOR TO cn PROVIDE IPE SLEEVE. E: 2 INVVEE 'T=96.15' STRUCTUR L PLAN . � SEE cn I - P1 I RTU-19 - a �i n INSTALL STORM LINE » 12 STORM ABOVE FOOTER. 10 STORM r a, I COORDINATE WITH GENERAL I I DOWNSPOUT 3/ CONTRACTOR TO PROVIDE I I SEE ARCH. DWG. 2 PIPE SLEEVE IN WALL. I I I FOR DETAIL. TYP. 10" JORM RE: STRUCTURAL PLANS. I II I I I- - I I - - I - - - - -I - - - -I - - - - — I - - - - C.O. , _ _ _, I I I IF— I I I RTU-18 1 j RTU-17 RTU-16 10" STOR I I I I I I 'I I ATTACH TO CLOSEST FENCE POST ON OUTSIDE I ' OF FENCE. I + II I I I 4 -+ - REFERENCE[INISH FL00=100.00 FEET SEE YH P3 I I I I I I I I I I I I T-- -o- - - -� r- I I - - - I I I I I I I I I I I I I I I I I I I I 1"C.W. i� A �= D WW/0 6„ 4" DOWNSPOUT I TIE-IN, TIE-IN, CENTER �. OFF FACE OF WALL ON FOOTING C O L_ I I I I I I -� -- -- - - - - - - - - 4=- - - - - - - I- - - - I - - - - -- - - - — -- — — — - — — RTU-9 RTU-10 RTU-11 II 11 1 ' I I IL ATTACH TO COLUMNS IN II - I i SHADE STRUCTURE.I - I I 6 I TIE-IN,DOWNS, OU6„ I I I 4 DOWNSPOUT 1 "C.W— TIE-IN, CENTER OFF FACE OF WALL, NON POTABLE ON FOOTING C.O. 4" NJ_4" ------------ _ I•--- — — ----- _ — — — — — — — — — _ -� - — I FENCE LINE • yam- ---u1 Ir f aLl - 4"-DO NSPOUT - - - - —1 E /-„r..�. -- TIE-IN, I CENTER I I I I � 1 1 2 W. ON FOOTING 8 I I I 5 4" DOWNSP UT ROOFTOP MECHANICAL ELT-. .... BY OTHERS HI 4" DOWNSPOUT — TIE -IN, CENTER 1 ( ATTACH TO ,COLUMNS IN ON FOOTING 4" �1ADE STRUCTURE. I 4" 4" �� I SEE 5 l - - - - — I RTU-8 I I P3 I I RTU-6 _ RTU -7 • 1 1 INVERT=93.4' I --- - ? . k1 I 12 I I 10 C.O. I I I I I —� 1, 2 I r I I I I �I L YH 1-1 I I I I I I 10" P.V.C. STUB 5'-0" BEYOND 1 /L"C.W. � CONCRETE TURNDOWN. SEE SITE PLAN FOR CONTINUATION ATTACH It COLUMNS IN I I I I I SHA E STRUCTURE. " I 2 W. 2"C.W. -o - - - TABLE — RTU-2 ERV 3 T YH j �' �j EM � 2 IRRIGATION WATER PIPING. RUN UNDERGROUND TO C.O. j - - - - - - 6 p YARD HYDRANTS MOUNTED AT COLUMNS OF SHADE - STRUCTURES AND FENCE. SEE DETAIL 4-P3. 4 �� SEE ! 1 P 1 ® fGl 61fol�l r, STUB 6 SAN. LINE 5'-0" + _ _ _ _ AL BEYOND-BUI11JfN`G* -LIMITS- EIfN� SEE CIVIL DWG. FOR CONTINUATION. 6110 — — — INVERT=93.8'. I .I . -_ _ __ w -.-_ _._ -_ _. w_ — -_ _._ __ _-.. __. ,. _. ___ ... w _ _. _v. _ .._ _...... _. _. _-_ ..., w_.._ . ___ __. __•.._.... MEMBRANE INSULATION ROOF DECI STUB 2" IRRIGATION CW LINE 5'-0" BEYOND BUILDING LIMITS LINE. SEE CIVIL DWG. FOR CONTINUATION. STUB 3" DOMESTIC CW LINE 5'-0" BEYOND BUILDING LIMITS LINE. SEE CIVIL DWG. FOR CONTINUATION. - FIRE LINE TO BUILDING FIRE PROTECTION SYSTEM (BY OTHERS) FROM THIS POINT TO UNIT q CONTRACTOR. DISCHARGE a TO THE ROOF ti FENCE POST PLUM51NG FLOOR PLAID 5CALE 1" = 20'-0N a r SPLIT RING HOSE 11 SUPPORT 30" THREADED ROD t SLAB ` 4 ^ A. F, DEPTH ACCORDING TO MANUFACTURER'S INSTRUCTIONS 12"X 12"X 12" v ••• vvvvvvvvv vvvvvvvvv GRAVEL FILL—,,"vvvvvvvvvv v •v•vvvvvvvvv•v•v•v • s vvvvvvvv vvv9vvvv9v vvv vv9vvvv vvvvvvvvv vvvvvvvvv'+. vvvvvvvvv vvvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvvv vvvvvvvvvv vvvvvvvvv vvvvvvvvv v v v v v v v v v v v vvvvvvvvvv vvvvvvvvv vvvvvvvvv p vvvvvvvvvv 1 vvvvvvvvvv v vvvvvvvvvvvvvvvv vvv 9v vv vvvvvvvavvvvvvv vvvv 3/4" C.W. SUPPLY vvvvvvvvvvvvvvvvvvvvvv i a v v v v v v v v v v v v v v v v v v vv vvvvvvvvvvavvvcvvvvvvv vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv ? vvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv G vvvvvvvvvvvvvvvvvvvvvv • s E I I I -4 T I STOR� LINE BY CAVIL. RE: I CIVIL' DRAWINGS I I INVE�T=95.80' U TC B I I I I I � I I o- -I- I- I I I I I I I I j1]?k_..A 4,41t. 1014N_a,n:-:21 _lf.2J__. L:_ml� �!.t t_.;�Z.u.: yi t� ? 3/4" WATER SUPPLY LINE a 3/4" CUTOFF s VALVE HROME PLATED ONE PIECE ESCUTCHEON (TYPICAL) EJ i HOSE BIBB MOUNTED AS CLOSE TO COLUMN AS <i PRACTICAL.' x d i � ONE HOSE ASSEMBLY PER BIBB a �PROVIDE 4'-0" LONG — 3/4" HOSE = WITH SHUT OFF VALVE & MASONRY QUICK CONNECTION WALL SALES FLOOR; A • .i ,d ,�, ° A , MECHANICAL ROOFTOP UNIT PIPING *=�L14) COLUMN MOUNTE YAF4 HYDRANT 3 (HP —C) CONCEAL.ED WALL MNTD H05E 5IBB 2 CNB—I=P) WALL NOUNTED HO5E BIE3B SC,4� 3/S" = 1' - �" fi 3 SCALE 3/8'I = 1' _ o'I fi 3 �,C�,L V 3/III = � _ o N UTILITY COORDINATION NOTES 1. UTILITY LOCATIONS AND INVERT ELEVATIONS HAVE BEEN COORDINATED WITH THE CIVIL ENGINEER DURING THE DESIGN PHASE OF THE PROJECT. 2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY ENTRANCE LOCATIONS AND ELEVATIONS WITH SITE PLAN AND SITE CONTRACTOR PRIOR TO COMMENCING WORK. COORDINATE ANY DISCREPANCIES WITH LOWES CONSTRUCTION MANAGER PRIOR TO COMMENCING WORK. (TYPICAL ALL UTILITY ENTRANCES) 3. INVERT ELEVATIONS ARE REFERENCED TO A FINISH FLOOR OF 100.00 FEET. RE: CIVIL DRAWINGS FOR ACTUAL FINISH FLOOR ELEVATION. INDICATED INVERTS ARE THE MINIMUM DEPTH BELOW FINISH FLOOR (BFF) REQUIRED. COORDINATE EXACT DEPTH WITH SITE PLAN AND SITE CONTRACTOR. REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 8/13/02 4 REV 4 THIS DRAWING IS'THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSEN T OF LOWE'S HOME CEN f ERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IC IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECTSILE GRATA LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECLS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. v N v /yj� rim ® �u m �1 0 ® wwz IL II' ~ p 00 Illifl � CAA � q, E CD o d, Z O II oD � i O • �' L7 O w .. LoLL ro 00 N LO O Z(N ® c - � C� O [.� 0 t0 [�1 U) w (D J (y) �I z h�1 Y U O o .-. w 0 C3 w0 0 4 �0 cc) 0 co L0 N � 3; u cy) ® 11 m Y } m 0 LLI U Q <¢ m ® z ® O 1 Li r®�/ - i~ ® CD O1 ro co ® o W z U �n ®I ® v) w O n ORIGINAL 4/15/02 ISSUE DATE: PERMIT SET 4/15/02 ISSUE DATE: CONSTRUCTION SET ISSUE DATE: ' DRAWING NUMBER: P-3 VII PL03 03.15.02 LIGHT FIXTURE SCHEDULE NO. OF WATTS/ LAMP NO. OF TYPE OF BALLAST BALLAST BALLAST WATTS/ MARK SYMBOL FIXTURE MODEL NUMBER LAMPS LAMP MODEL # BALLAST BALLAST MODEL # VOLTAGE FACTORS FIXTURE REMARKS MARK (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH 2 TOP -MOUNTED LAMPS TO ILLUMINATE X-TRA LIGHT FHB-632U-277H-M4-C3 SYLVANIA QT3x32/277PLUS 277 1.18 THE CEILING. FACTORY -WIRED WITH PLUG TO MATCH MODULAR WIRING. INCLUDE F1 HUBBELL ESFLN6322H4MP5 8 32 3 ELECTRONIC (1) SYLVANIA 285 TRAPEZE HANGERS AND SAFETY CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND F1 _ _ LITHONIA FV2 24 6D/2U 32 TIX20 277 2/3 1/2 OCS 12/4G MP1914 F032/841XPS/ECO QT2x32/2771S 277 0.90 2-E1. WIRE BALLAST CIRCUITS ACCORDING TO DETAIL 6-E1. (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH 2 TOP -MOUNTED LAMPS TO ILLUMINATE F1-NL X-TRA LIGHT FHB-632U-277H-M4-C3 SYLVANIA QT3x32/277PLUS 277 1.18 THE CEILING. FACTORY -WIRED WITH PLUG TO MATCH MODULAR WIRING. INCLUDE F1-NL HUBBELL ESFLN6322H4MP3 8 32 3 ELECTRONIC (1) SYLVANIA 285 TRAPEZE HANGERS AND SAFETY CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND F1-NL LITHONIA FV2 24 6D/2U 32 T1X20 277 2/3 1/2 OCS 12/4G MP1914 F032/841XPS/ECO QT2x32/2771S 277 0.90 2-E1. WIRE BALLAST CIRCUITS ACCORDING TO DETAIL 7-E1. (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH NO TOP -MOUNTED LAMPS. FACTORY -WIRED F2 X-TRA LIGHT FHB-632-277H-M4-C3 SYLVANIA QT3x32/277PLUS WITH PLUG TO MATCH MODULAR WIRING. INCLUDE TRAPEZE HANGERS AND SAFETY � HUBBELL ESELN6320H4MP5 6 32 2 ELECTRONIC 277 1.18 227 CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND 2-E1. WIRE BALLAST CIRCUITS F2 F2 - - LITHONIA FV2 24 6 32 T1X20 277 2/3 OSISP OCS 12/4G F032/841 XPS/ECO ACCORDING TO DETAIL 8-E1. (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH NO TOP -MOUNTED LAMPS. FACTORY -WIRED F2-NL X-TRA LIGHT FHB-632-277H-M4-C3 SYLVANIA QT3x32/277PLUS WITH PLUG TO MATCH MODULAR WIRING. INCLUDE TRAPEZE HANGERS AND SAFETY HUBBELL ESFLN6320H4MP3 6 32 2 ELECTRONIC 277 1.18 227 CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND 2-E1. WIRE BALLAST CIRCUITS F2-NL F2-NL LITHONIA FV2 24 6 32 T1X20 277 2/3 OSISP OCS 12/4G F032/841XPS/ECO ACCORDING TO DETAIL 9-E1. (1) LLPRSL 320-WATT PULSE START METAL HALIDE LINEAR REACTOR BALLAST. DIE-CAST "SO" F3 - - HUBBELL BL320W8-WA-WH-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, CORD, AND NEMA PLUGS - ALL FACTORY ASSEMBLED. PROVIDE LAMP FOR FIXTURE. F3 F3 O COOPER MLSS-PD22-M-320-277-SCF-TPPH-FH1-PC3 1 320 MP320/350/PS/BU 1 MAGNETIC LINEAR REACTOR 277 HPF 342 FIXTURE SHALL INCLUDE ACRYLIC REFRACTOR AND UL LABEL FOR DAMP LOCATIONS. LITHONIA THR 320M PA22 277 LLRPSL SCK LCPP TPH277 MOUNT FIXTURES USING DETAIL 13-E1. - - (1) SCWA 320-WATT PULSE START METAL HALIDE SCWA BALLAST WITH 250 WATT QUARTZ F3-NL HUBBELL BL320W8-WA-WH-QST-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START RESTRIKE TIME DELAY OPTION. DIE-CAST ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, "SO" CORD, AND NEMA PLUGS - ALL FACTORY F3-NL F3-NL COOPER MPSS-PD22-M-320-277-SCF-TPPH-FH1-PC3 1 320 MP320/350/PS/BU 1 MAGNETIC SUPER CWA WITH 250 WATT QUARTZ 277 HPF 368 ASSEMBLED. PROVIDE LAMPS. FIXTURE SHALL INCLUDE ACRYLIC REFRACTOR AND UL LITHONIA THR 320M PA22 277 SCWA QRSTD SCK LCPP TPF1277 LABEL FOR WET LOCATIONS. MOUNT FIXTURES USING DETAIL 13-E1. - - (1) SYLVANIA 2'x4' LAY -IN FLUORESCENT FIXTURE WITH OUTER 2 LAMPS ON ONE BALLAST AND F4 HUBBELL RS3GNA02-S8E-1 C-3X SYLVANIA QT2x32/2771S 277 0.90 CENTER LAMP ON SEPARATE BALLAST. FIXTURE SHALL BE SWITCHED ACCORDING TO SHEET E-3 AND DETAIL 10-E1. FIXTURES IN VESTIBULES ARE NOT SWITCHED BUT F4 F4 COOPER 20C8-332-A125-277V-TEB82-A3/8-4/14G-U 3 32 F032/841 XPS/ECO 2 ELECTRONIC (1) SYLVANIA QT1 277 0.90 89 ARE CONTROLLED BY "BMS." A FACTORY -INSTALLED 6' WHIP SHALL BE WIRED TO A LITHONIA 2SP-G-332-FW-A12125-277-PWS/14/4/6 x32/2771S J-BOX. LIGHTING CIRCUITS SHALL BE HARD -PIPED IN METAL CONDUIT. - - (1) SYLVANIA 2'x4' LAY -IN FLUORESCENT FIXTURE WITH 3 LAMPS ON A SINGLE BALLAST. FIXTURE F4-NL HUBBELL RS3GNA02-S4E-1A-3X SYLVANIA QT3x32/2771S MAY BE SWITCHED ONLY ACCORDING TO SHEET E-3 AND DETAIL 1 1-E1. FIXTURES IN VESTIBULES ARE NOT SWITCHED BUT ARE CONTROLLED BY "BMS." A FACTORY F4-NL F4-NL COOPER 20C8-332-A125-277V-TEB81-A3/8-2/14G-U 3 32 F032/841 XPS/ECO 1 ELECTRONIC 277 0.90 87 INSTALLED 6' WHIP SHALL WIRED TO A J-BOX, LIGHTING CIRCUITS SHALL BE LITHONIA 2SP-G-332-FW-A12125-277-PWS/14/3/6 HARD -PIPED IN METAL CONDUIT. (1) SYLVANIA 1 x4 LAY -IN FLUORESCENT FIXTURE WITH 2 LAMPS ON A SINGLE BALLAST. FIXTURE F5 HUBBELL RC2GNA02-S4E-1A-3X SYLVANIA QT2x32/2771S SHALL BE SWITCHED ON SAME CIRCUIT AS OUTBOARD LAMPS OF F4 FIXTURES IN THE SAME ROOM. 3/4" FLEXIBLE CONDUIT MAY BE USED FROM THIS FIXTURE TO THE F4 F5 F5 COOPER GCR-232-Al 25/277V-TEB81-A3/8-2/14G-U 2 32 F032/841 XPS/ECO 1 ELECTRONIC 277 0.90 59 FIXTURE. LITHONIA SP-G-232-FW-A12125-277-PWS/14/3/6 ONE-PIECE KEYLESS, TOP -WIRED, 60OW, 240-VOLT, OUTLET BOX LAMPHOLDER WITH 2 F6 TERMINAL SCREWS. MOUNT JUST ABOVE DOOR HEADER IN THE "ELS" CLOSETS WHERE LEVFFON 8829-CW1 1 75 INCANDESCENT N/A N/A N/A 120 N/A N/A INDICATED ON DRAWINGS. MATERIAL SHALL BE UREA. PROVIDE A 75-WATT F6 F6 (OR EQUAL) (SUPPLIED BY ELECTRICAL CONTRACTOR) LAMP INCANDESCENT LAMP. (1) LLPRSL 320-WATT PULSE START METAL HALIDE LINEAR REACTOR BALLAST, DIE-CAST "SO" F7 - - HUBBELL CH32W8-M-LM-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START HPF ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, CORD, AND NEMA PLUGS - ALL FACTORY ASSEMBLED. PROVIDE LAMP FOR FIXTURE. F7 F7 0 COOPER MLRB-RP28-320-277-SCF-WL-TPPH-FHI-PC3-NEMA3R 1 320 MP320/350/PS/BU 1 MAGNETIC LINEAR REACTOR 277 342 FIXTURE SHALL BE TOTALLY ENCLOSED, GASKETED, AND UL LABELED FOR WET LITHONIA TXP 320M A26 277 LLRPSL WL SCK LCPP TPH277 LOCATIONS. MOUNT FIXTURE USING DETAIL 14-E1. - - (1) SCWA 320-WATT PULSE START METAL HALIDE SCWA BALLAST WITH 250 WATT QUARTZ F7-NL HUBBELL CH32W8-M-LM-QST-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START RESTRIKE TIME DELAY OPTION. DIE-CAST ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, "SO" CORD, AND NEMA PLUGS - ALL FACTORY F7-NL F7-NL COOPER MPRB-RP28-320-277-SCF-WL-TPPH-FH1-PC3-NEMA3R 1 320 MP32U/350/PS/BU 1 MAGNETIC SUPER CWA WITH 250 WATT QUARTZ 277 HPF 368 ASSEMBLED. PROVIDE LAMPS. FIXTURE SHALL BE TOTALLY ENCLOSED, GASKETED, AND LITHONIA TXP 320M A26 277 SCWA QRSTD WL SCK LCPP TPH277 UL LABELED FOR WET LOCATIONS. MOUNT FIXTURE USING DETAIL 14-E1. WALL OR COLUMN MOUNTED HID FIXTURE. DIE CAST ALUMINUM HOUSING WITH LIGHT WL-1 - (1) CWA GRAY FINISH. MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. HUBBELL M2A83AW 1 400 SYLVANIA 1 MAGNETIC 277 HPF 455 ALUMINUM REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 4" ARM AND WL-1 WL-1 L�J HR-R3-400-277-OA1065-GRY COOPER MHHR-R MS400/HOR WALL MOUNTING PLATES. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 LITHONIA KAD-40OM-R3-277-WBD04-DGC USING DETAILS 4-E1 AND 5-E1. UL WET LABELED. (1) CWA WALL OR COLUMN MOUNTED HID FIXTURE. DIE CAST ALUMINUM HOUSING WITH LIGHT WL-2 HUBBELL MVA40UH2A83AWQ SYLVANIA WITH 250 WATT GRAY FINISH. MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. ALUMINUM REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 4" ARM AND WL-2 WL-2 COOPER MHHR-R3-400-277-OA1065-Q-GRY 1 400 MS400/HOR 1 MAGNETIC TIME -DELAY (60%) 277 HPF 455 WALL MOUNTING PLATES. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 LITHONIA KAD-40OM-R3-277-QRSTD-WBD04-DGC; QUARTZ RESTRIKE USING DETAILS 4-E1 AND 5-E1. UL WET LABELED. 250 WATT QUARTZ. (1) CWA WALL MOUNTED HID FIXTURE. DIE CAST ALUMINUM HOUSING WITH LIGHT GRAY FINISH. FL-1 MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. ALUMINUM HUBBELL MHK040OH368-L-M53 (WITH TCB-W3) 1 400 SYLVANIA 1 MAGNETIC 277 HPF 455 REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 2" TENON MOUNTING FL-1 FL-1 COOPER MHWR-65S-400-277V-GRY (W/BRACKET) MS400/HOR BRACKET. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 USING DETAILS LITHONIA 170S-40OM-HPN-277-TS-DGC (W/BRACKET) 3-E1 AND 15-E1. UL WET LABELED. (1) CWA WALL MOUNTED HID FIXTURE. DIE CAST ALUMINUM HOUSING WITH LIGHT GRAY FINISH. FL-2 HUBBELL MHK40OH368QSTL3 (WITH TCB-W3) SYLVANIA WITH 250 WATT MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. ALUMINUM REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 2 TENON MOUNTING FL-2 FL-2 COOPER MHWR-65S-400-277V-EM-GRY (W/ BRACKET) 1 400 MS400/HOR 1 MAGNETIC TIME -DELAY (60%) 277 HPF 455 BRACKET. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 USING DETAILS LITHONIA 170S-40OM-HPN-277-QRS-rD-TS-DOC(W/BRKT) QUARTZ RESTRIKE 3-E1 AND 15-E1. UL WET LABELED. 250 WATT QUARTZ. (1) SYLVANIA 9 ROUND DOWN LIGHT WITH TRIPLE TUBE, VERTICAL 42-WATT COMPACT FLUORESCENT DL SYLVANIA QTP1x42/277CF LAMP. DIE CAST ALUMINUM PLASTER FRAME WITH 2-1/2" VERTICAL ADJUSTMENT AND 0 HUBBELL D442-277SL (WITH A8AR73) 1 42 CF42DT/E/IN/841 1 ELECTRONIC 277 1.00 50 15" TELESCOPING HANGER ARMS. PREWIRED JUNCTION BOX, WHITE TRIM RING WITH DL DL COOPER C7042-E277-745OLI-TRM7P T-4 GX24q-4 TEMPERED PRISMATIC LENS. UL WET LABELED. LITHONIA LGFV-42TRT-9-RW-FFL-277-TRW EXIT LIGHT WITH WHITE FACE AND 6 RED LETTERS. DARKENED QUADRANTS OF SYMBOLS IN THE DRAWINGS INDICATE FACES TO BE ILLUMINATED. ARROWS IN HUBBELL PRA N/A N/A LED N/A N/A N/A 277 N/A 2 DRAWINGS INDICATE WHICH CHEVRONS TO ILLUMINATE. FIXTURES NOT ON WALLS SHALL EXIT EXIT COOPER LPX60RWH COOPER BE SUPPORTED BY CHAINS. (SEE DETAIL 12-E1) LPX60RW -R-27 % LITHONIEXIT LIGHT WITH WHITE FACE AND 6 RED LETTERS. DARKENED QUADRANTS OF WP - - SYMBOLS IN THE DRAWINGS INDICATE FACES TO BE ILLUMINATED. ARROWS IN HUBBELL N4EAR9L N A / N/A LED N A / N/A N/A 277 N/A / 2 DRAWINGS INDICATE WHICH CHEVRONS TO ILLUMINATE. FIXTURES NOT ON WALLS SHALL EXIT EXIT COOPER XLWW-SRW-DUAL BE SUPPORTED BY CHAINS. UL WET LABELED. LITHONIA LV-S-W-1-R-277 POLE, ROUND TAPERED ALUMINUM, WITH ONE TENON MOUNTED WL-1 FIXTURE WITH WL-1 - - _ FACTORY ROUND POLE ARM ADAPTER. POLE SHALL WITHSTAND 100 MPH WIND PLUS P-1 HUBBELL RTA181 POM53 / AFB1 M53 - - - - - - - - 1.3 GUST BASED ON TOTAL EPA OF FIXTURES. POLE SHALL BE PROVIDED WITH P-1 P-1 DF COOPER 81774-001P241 - VIBRATION DAMPER, GROUND LUG, POLE BASE COVERS, HANDHOLE, AND TOP CAP. LITHONIA LHRTA 18 6C T20 VD FBC DGYG FINISH - LIGHT GRAY. SEE POLE BASE MOUNTING DETAIL 16-E1. POLE, ROUND TAPERED ALUMINUM, WITH TWO TENON MOUNTED FL-1 FIXTURES AT 180.. P-2 _ _ _ POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA OF HUBBELL RTA181 POM53 / AFB21 M53 - - _ _ FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, POLE P-2 P-2 COOPER 81775-001P241 - - - - - BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE BASE FL-1 FL-1 LITHONIA LHRTA 18 7E T25 VD FBC RBA28 DGYG MOUNTING DETAIL 16-E1. _ POLE, ROUND TAPERED ALUMINUM, WITH THREE TENON MOUNTED FL-1 FIXTURES AT 120'. POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA FL-1 FL-1 HUBBELL RTA181POM53 / AFB32M53 - - _ _ _ _ OF FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, P-3 COOPER 81775-002P241 _ - _ POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE P-3 P-3 FL-1 LITHONIA LHRTA 18 7E T25 VD FBC RBA32 DGYG BASE MOUNTING DETAIL 16-E1. POLE, ROUND TAPERED ALUMINUM, WITH FOUR TENON MOUNTED FL-1 FIXTURES AT FL-1 FL-1 - - - 90'. POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA HUBBELL R-FA181 POM53 / AFB43M53 - - _ _ OF FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, COOPER 81775-003P241 - - - - - POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE P-4 P-4 P-4 LITHONIA LHRTA 18 7G T35 VD FBC RBA49 HD DGYG BASE MOUNTING DETAIL 16-E1. FL-1 FL-1 TO PREVENT EXCESSIVE DAMAGE TO WALLS ALL HOLES SHALL BE PRE -DRILLED WITH A 1/4" MASONRY PILOT BIT. THEN THE HOLE MAY BE MADE LARGER ONLY BY DRILLING HALFWAY INTO THE HOLE FROM EACH SIDE. ANY BLOCK THAT IS "BLOWN OUT" FROM INSTALLING CONDUITS OR FIXTURES SHALL BE REPLACED AT THE EXPENSE OF THE ELECTRICAL SUBCONTRACTOR. WASHER & NUT -MR11 TO SECURE BOLT TO WALL. _ - J-BOX MOUNTED ABOVE BOTTOM CHORD OF BAR LEVELING NUT, JOISTS WASHER, AND LOCK WASHER. JOIST GIRDER O J-BOX MOUNTED ABOVE BOTTOM CHORD OF BAR JOISTS SECURE WITHIN 12" OF CHANGE SECURE WITHIN 12" OF CHANGE IN DIRECTION OR TERMINATION IN DIRECTION OR TERMINATION OF "MC" CABLE OF "MC" CABLE ENE MAIM111111110 TYPE "MC" MOD. TYPE "MC" MOD. WIRING SYSTEM SAFETY CHAIN WIRING SYSTEM HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 SECURE EVERY 6'-0" SECURE EVERY 6'-0" SAFETY CHAIN FOR STRAIGHT RUNS FOR STRAIGHT RUNS OF "MC" CABLE - =�_ UNISTRUT, 14 GA. OF "MC" CABLE - 1-5/8' X 1-5/8" UNISTRUT, 14 GA. 1-1-5/8" X 1-5/8" EYE BOLT AND TRAPEZE HANGER ---L-UNISTRUT BOLTED TO gAR BOTTOM OF TOP CHORD =� USING THROUGH BOLT, FENDER WASHERS, HEX NUT, AND LOCK WASHERS. UNISTRUT EYEBOLT I"LUOi;�,>ESCENT MOUNTINCf DETAIL HANGER TABS � FIXTURE I 5CALE NO 5CALE FLUORESCENT HIGHBAY FIXTURE -EXTEND "SO" CORD "TO CEILING MOUNTING DETAIL. MOUNTED J-BOX AND TIE INTO "ELS" CIRCUIT. USE A MODULAR WIRING PLUG FOR TYING INTO MODULAR WIRING SYSTEM. BLACK "SO" CORD SECURED WITH ZIP -TIES TO CHAIN @2' INTERVALS (2 #12, 1 #12G.) HANGING CHAINS (100 LB. TEST CHAIN) 13/8 EYEBOLTS (FOR LEVELING) 3/4"0/4"x16" 14 ga. CHANNEL (KINDORF OR UNISTRUT) -ROUND J-BOX WITH "SO" CORD CONNECTOR MOUNTING CANOPY (PROVIDED WITH EXIT SIGN) MOUNT "EXIT" SIGNS @ 12'-0" A.F.F. TO BOTTOM OF SIGN. EXIT LIGHT IDETAIL HAND HOLE (LOCATE WASHER & NUT FUSEHOLDER AND FUSE TO SECURE BOLT DIRECTLY INSIDE HAND TO WALL. HOLE) CONDUIT STUBS TO BE LEVELING NUT, INSTALLED TO HEIGHT WASHER, AND OF ANCHOR BOLTS - LOCK WASHER. MOUNTING DETAIL FOR TYPE "EXIT" FIXTURES WHEN SUSPENDED FROM JOIST (TYPICAL) INSTALL CONDUIT CLOSE TO TOP CORNER OF JOIST. INSTALL A WEATHERPROOF J-BOX AT JOIST AND RUN SEALTITE FLEX DOWN THE JOIST AND ACROSS UNISTRUT. SECURE EVERY 12"----,. 1 O'± BOTTOM OF LIGHT FIXTURES SHALL BE WITHIN 6" OF BOTTOM OF JOISTS. IN NO CASE SHALL ANY PART OF THE FIXTURE BE BELOW THE BOTTOM CHORD. PROVIDE 1-1/2" UNISTRUT FROM ONE TRUSS TO THE NEXT. INSTALL FIXTURE BOX ON UNISTRUT USING DIMENSIONS SHOWN ON SHEET E2. HANG FIXTURE ON HOOK. PLUG INTO FIXTURE BOX.\ EYE BOLT AND TRAPEZE HANGER UNISTRUT BOLTED TO BOTTOM OF 'FOP CHORD USING THROUGH BOLT, FENDER WASHERS, HEX NUT, AND LOCK WASHERS. 2 FLUORESCENT IVIOUNTINC� U�TAIL E 1 SCALE NO SCALE CONDUIT UNI-STRUT, 14 GA 1-5/8"x1-5/8 PI�URE CONDUIT �, N qNp OK Q THIS DETAIL ONLY APPLIES eqR JQ� 0 TO "HID" FIXTURES INSTALLED ST UNDER GARDEN CENTER HARD CANOPY AND CUSTOMER LOADING \ CANOPY. FOR SHADE STRUCTURE FIXTURES USE DETAIL 14-E1. NOTE: INSTALL CONDUIT ON BOTTOM SIDE OF TOP CORD OF BAR JOISTS. USE COMPRESSION CONNECTORS. TIE CONDUIT INTO FIXTURE HOOK JUNCTION BOXES. MAKE ALL CONNECTIONS WEATHER -TIGHT. 13 OUTDOOR HID I„IOUNTIN� C��T,41L )�� E I 5CALE NO SCALE SHADE STRUCTURE (CLOTH MATERIAL) 10'± FIXTURES SHALL BE SUPPLIED WITH NEMA PLUGS THAT ARE UL LABELED FOR WET LOCATIONS. THE PLUGS WILL BE FACTORY -WIRED WITH 24" "SO" CORD. FIXTURES SHALL BE SUPPLIED WITH NEMA RECEPTACLE BOXES THAT ARE UL LABELED FOR WET LOCATIONS WHILE IN USE. THE BOXES SHALL HAVE AN INTEGRAL HOOK FOR HANGING THE FIXTURE. SHADE STRUCTURE (POLYCARBONATE PANELS) 10'± 10'± - SHADc STRUCTURE L ICrHT INCH BALLAST 1 1 BALLAST 1 LAMP 1 -LAM P 1 SWITCH 1 LAM P 3 LAMP 3 BALLAST 1 LAMP 5 LAMP 5 LAMP 1 LAMP 3 BALLAST 2 BALLAST 2 SWITCH 2 LAMP 2 LAMP 2 BALLAST 2 LAMP 4 LAMP 4 LAMP 2 LAMP 6 LAMP 6 I -JNQ a DETAIL 8 QLy- g DGTAIL S �-�D io [DETAIL lO w D w D 0 E I 6-LAMP BALLAST WIRING z z w 7) 0 E I 6-LAMP BALLAST WIRING "ELS" w Do E I 3-LAMP BALLAST WIRING w w EL Jz=jzu z w 0r JZ 0 FOR NIGHT -LIGHT = z o FOR OFFICE LIGHTS 7 O 0 O 0 #8 BARE GROUND WIRE POLE GROUND LUG W/ FEMALE 1/2"X 13 NC THREAD J-BOX MOUNTED ABOVE BOTTOM CHORD OF BAR NOTE: JOISTS POLE BASE IS TO BE ONE CONTINUOUS POUR. 2' PORTION '00 0 J J W W FIE m <t a- [I- 0 0 H � 0 r < &4 LU Z W Z W E I J Z JZC� IDETAIL (o 8-LAMP BALLAST WIRING r- C2 1I �- ~ E 1,/8-LAMP BALLAST WIRING FOR NIGHT -LIGHT "ELS" J Z C� BALLAST 1 r LAMP 3 �I IDETAIL 11 z wo E I 3-LAMP BALLAST WIRING z 0FOR NIGHT -LIGHT "ELS" O OR EXPOSED CONCRETE BASE WALL BRACKET 0 3/4" CIRCUIT CONDUIT -----WALL BRACKET 0 WALL BRACKET 3/4" CIRCUIT CONDUIT WALL BRACKET POLE BASE W/ ABOVE CONCRETE SLAB SHALL 3/4" CIRCUIT CONDUIT o o SUPPLIED WITH 45° SUPPLIED WITH 45° SUPPLIED WITH SUPPLIED WITH 1" GROUT BE HAND RUBBED SMOOTH. FIXTURE. FIXTURE. 0 FIXTURE. FIXTURE. ° ° NUT AND LOCK #8 BARE 1 /2" FIXTURE CONDUIT - GROUND WIRE POLE SHAFT SEAL -TIGHT FLEX o o NUT AND LOCK 1/2" FIXTURE CONDUIT 2-3/8" O.D. STEEL PIPE. NUT AND LOCK WASHER 1/2" FIXTURE CONDUIT -- NUT AND LOCK WASHER WASHER TO SECURE 2-3/8" O.D. STEEL PIPE. / WALL WASHER TO SECURE TO SECURE WALL wAl! TO SECURE WALL POLE BASE WITH 1" GROUT ° WALL BRACKET AFTER FABRICATION ALL WELDS WALL BRACKET AFTER FABRICATION ALL WELDS 3/4" CIRCUIT CONDUIT BRACKET TO 4 BOLTS BRACKET TO 4 BOLTS CLAMP SUITABLE FOR 4 - 5/8" BOLTS WITH TO UNI-STRUT SHALL BE GROUND SMOOTH (4) 3/8"x16" SS BOLTS TO 4 BOLTS SHALL BE GROUND SMOOTH (4) 3/8"x16" SS BOLTSBURIAL-------__o LOCKNUTS TO SANDWICH' AND THE ENTIRE ASSEMBLY 4" ARM WITH WIRING ACCESS, AND WITH WASHERS 4' ARM WITH WIRING ACCESS, AND DIRECT I GALVANIZED ANCHOR o o AND THE ENTIRE ASSEMBLY WITH WASHERS J-BOX MOUNTED TO TOP� BOLTS &HARDWARE JOIST BETWEEN STRUTS. SHALL BE PAINTED TO MATCH SHALL BE PAINTED TO MATCH CHORD OF BAR JOIST 2 MOUNTING BOLTS SUPPLIED WITH 2 MOUNTING BOLTS SUPPLIED WITH o 0 36" FIXTURE COLOR. 36.. FIXTURE COLOR. FIXTURE. EC TO PROVIDE ADDITIONAL 1/2" FIXTURE CONDUIT FIXTURE. EC TO PROVIDE ADDITIONAL 1/2" FIXTURE CONDUIT LOCK WASHERS AND NUTS. LOCK WASHERS AND NUTS. #g BARE GROUND WIRE CONCRETE 4 PIECES OF UNISTRUT o 1/2„ STEEL LB 1 /2" STEEL LB - - 3/4"0 X 10'-0" COPPER ELECTRICAL CONDUIT 14 GA, 1-5/8 x NOTE: FOR MOUNTING THIS FIXTURE WELD PIPE TO PLATE. NOTE: FOR MOUNTING THIS FIXTURE 1/2" STEEL LB ___ _ ----- CLAD GROUNDING ROD 1-5/8" BOLTED TOGETHER o o WELD PIPE TO PLATE. TO BLOCK WALL USE DETAIL GRIND SMOOTH. TO STEEL STRUCTURE USE DETAIL BACKPLATE SUPPLIED : TO TIGHTLY SANDWICH" __ ii GRIND SMOOTH. 15-E1. 6 N0. 5 BARS WITHIN 0 0 3-E1. BACKPLATE SUPPLIED �' WITH LIGHT FIXTURE „ STEEL BEAM TO SUPPORT WITH LIGHT FIXTURE ��.� TO MATCH FIXTURE ��-� o A 6x6 10/10 WWF CAGE" FIXTURE. SPACE TO MATCH TO MATCH FIXTURE 24" ----------------------------- WALL BRACKET """"" HOLE PATTERN IN STEEL ° ° 24 .......... . WALL BRACKET ------------- i---------------------- --------------------------------------------------------- ---- _----------------- COVERAGE N INIMUM C NCRETE SPLATE OF THE UPPORT ARM FIXTURE o ° JOIST GIRDER MAINTAIN 3 "`""'`' ` 0 1/2" x 8" x 8" STEEL PLATE WITH (4) 5/8" 1/2" FIXTURE CONDUIT 1/2" x 8" x 8" STEEL PLATE WITH (4) 5/8" 1/4" x 6" x 6" STEEL PLATE WITH (4) 5/8" 1/4" x 6" x 6" STEEL PLATE WITH (4) 5/8" """"' HOLES LOCATED 1-1/2" FROM EDGE TO I HOLES LOCATED 1-1/2" FROM EDGE TO HOLES LOCATED 1-1/2" FROM EDGE TO :?;;;:;;.• HOLES LOCATED 1-1/2" FROM EDGE TO SEAL CONDUIT PENETRATION WITH CENTER OF HOLE. ATTACH TO BLOCK USING 20'-0" 1/2" CONDUIT INSTALLED COLUMN CENTER OF HOLE. ATTACH TO BLOCK USING SEAL CONDUIT PENETRATION WITH CENTER OF HOLE. ATTACH TO BLOCK USING 2'-0" CENTER OF HOLE. ATTACH TO UNISTRUT 20'-0" SILICON BASED SEALANT TO PREVENT SILICON BASED SEALANT TO PREVENT 1/2" BOLTS OF SUFFICIENT LENGTH. USING 1/2" SPRING BOLTS OF SUFFICIENT A.F.F. THE POSSIBILITY OF WATER PENETRATION. 1/2" BOLTS OF SUFFICIENT LENGTH. A.F.F. THROUGH COLUMN 1/2' BOLTS OF SUFFICIENT LENGTH. THE POSSIBILITY OF WATER PENETRATION. PROVIDE FULL PERIMETER BACKER ROD AND 20 .F. LENGTH. / PROVIDE FULL PERIMETER BACKER ROD AND CAULK BETWEEN WALL PLATE AND MASONRY. A.F.F. 3 p1=TAIL 3 CAULK BETWEEN WALL PLATE AND MASONRY. 4 QETAIL -4 I]IEETAIL 5 07ONCRETE ETAIL(opETAIL 15 MOUNTING DETAIL FOR TYPE "FL" FIXTURES E I MOUNTING DETAIL FOR TYPE "WL" FIXTURES E I MOUNTING DETAIL FOR TYPE "WL" FIXTURES POLE BASE DETAILS E I MOUNTING DETAIL FOR TYPE "FL" FIXTURES WHEN ATTACHED TO BLOCK WALL (TYPICAL) WHEN ATTACHED TO COLUMN (TYPICAL) WHEN ATTACHED TO WALL (TYPICAL) WHEN ATTACHED TO STEEL BEAM (TYPICAL) REVISIONS PRE -BID SET POST BID SET L� ISSUE DATE ISSUE DATE DATE I DESCRIPTION 5/24/02 2 RACKING PLAN REVISION 8/13/02 4 GENERAL REVISIONS THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHI91 TED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WI TH ITS ISSUE DATE ON G4/10102 AND TT IS NOT SUITABLE FOR USE ON A DIFFERENTPROJECTSIFEORATALATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED ANU IS CONTRARY TO THE LAW. 11 Yy l Zy)A o 0 ®�L �Z fa Z(7®o ��4 Z l E IL 3 O CD o � a, 'n I~ two VT M o, o c7j o�� 3 d p0oo 0 00 •� • 1! LL N Lo O z N 00 mLu um J (y) psi Y U O F- FBI w U NowPPF"------111 O a0 N � cD • i � o ® Y w () w J U �d U) w ® ®_ m 0 1 �L rn ^/ N 11..1Lm I` L.i.. z o ® o ® ® I- ® Z (../ < ® / ) I _ p ORIGINAL 4/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: l ' DRAWING NUMBER: E- 1 VII EL01 03.15.02 ALL FIXTURES ARE TYPE F1 EXCEPT L 0 W EV AS NOTED OTHERWISE IN DETAIL 1-E2. R Q P N.03 N M.01 M L K J H C F E D C B A I I I I I I I I I I I I I I I I I I 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 45'-0" I 65'-d" 19'-8" I I I g - - - - - - WL-2 WL-1 WL-2 WL-1 WL-2 _I ..— _ 0'-0" 16'-0" 12'-4" 1 -8" O O I I 1 m 14'-0" 14'-0" 1 13'-0" 14'-0" IS-0" 1 14'-0' 13'-0" 14'-0" 14'-0" 7'-0" ® I I I I =c F2 F2 t- F2 F2 - I ' ' I— — — — — �L F�^� J I F2 F2-NL F - „ = o I �4 _s _I O F2-NL 11_01 F2 F2 tr o" F2 1'_0'> F2 F2-NL j0'-0" 14'-0" 9'-0" ' F2 _ � 1 o I I I F2 I I I 1 1 ; I 0.-0" F2 14'-0° F2 9'-°" 14'-s" F2 I `2 F2 0 F2 F2 F2 F2 F2-NL F2 F2 F2 F2 F2 I 1 bad F2 F2 t'-4" F2 WL-2 WL-1 I -2 - WL-1 — — _ - WL-2- O 1'_4° 7 -6" 1 -0" 1'- 1'- " 1 - " 1'- 7'-U" I 7'-0 FL-2 F2-NL F2 F1-NL I F1-NL F1-NL F1-NL F1-NL ' F1-NL I 1-NL s'-a.. F1-NL I I I co 10'-0» 14'-0" p g'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" �'-0' 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-0`��—�Eq 8 0��¢ 8 -° 8 -U 8'-8 16'-6" 11'-8" 1'L'-6"4 8'-11" 7'_6" - Q 7'-2" F2 I I > I . ) I I I I� � � -_ � � � `� N 8'-4" $'-6' F1-NL 7 -o" F1-NL 7'-0" 8'-0" 1 -0" 8'-0' 1''-0" a'-o" a -0" 11'-0" 9'-0" 12'-4" 8'-7" 110" 8'-8", 55'-0" 26'- 1 ® ®I ® ® ® ® ® I ® ® ® ® ® ® ® ® I I I FL-2 FL-1 I G, WL-1 If I I I I I I n + I n WL-21 I I W® 1 WP _ o F3-NL 9 F3-NL i' i' U • 1 • O F3 I • O F3 I O F3 a �.- ® ®I ® ® ® I ® ® ® ® ® I ® � ® ® ® ® ® M F3-NL F3-NLCD _ DIMENSIONS RE EAT. I _ O F3 O F3 O F3 I O F3 O F3 I O F3 F3 F1-NL F1-NL w EXCEPT WHERE OTED. DIMENSI NS REPEAT ® ROWS LO 1 LO Q ® I ® ® 1 ® ® ® I ® ® ®I ® ® ® ® I ® ® ® I ® ®I ® ® EXCEPT HERE NOTED. I DIMENSIONS REPEAT FOR o I ® 1 SIX ROWS. F1-NL F1-NL 2 -7" F1-NL F1-NL 1-NL �1-NL 13'-6" 13'-8" 14'-9" 17'-5" 13'-1" 15'-0" 8'-4" W-10" 12'-9" _ 15'-8" 10,-9° '-9 16'-9" 12'-6" 2'-1�1" 13'-1i" 17'-5" 7'-9" o F1-NL F1-NL r O F3 O F3 O F3 O F3 O F3 O F3 0 ' F3 r- ---_� 0 O� WL-1. I 14'_4" 13'-10" -� ® I ® ® I ® ® ® I ® ® I ® ® I LN I ® ®Ii 7 - - - - 4 - - - -4 - - - - - - - - - - - - - - - - - — - - - - - - - - - — - - - - - - - - o I ILI O F3 O F3 O F3 O F3 O F3 O F3 F3 �- I I I I I I i I r, F WL-2 14'-4" ®13'-10" ® 1�2' 0" ® 12'-0" ®9'-0" 12'-0" ® 18'-0" ® 15'-0" 12'-10" 16'-10" 14'-0" 17'-8" 16'-4" 15'-8" 14'-8" 7'-9" 9'-1" 12'-0" 16'-2" 10'-10" 16'-11" 12'-0" 13'-11" 17'-5" -9" 14'-3" `' 24'-3" 9'-6" 16'-0" 22'-0" <r i III I I I I N 3'-2" I 3f-0" 3'-4" 31-10" I 4'-1" N O F3 O F3 O F3 O F3 O F3 O F3 F3 19'_0" 3i-0" 9'-9" 1 V-0" 21 -9" 11 -0 11 -0" 21'-9" 11 -5 1 U -7" 21'-9" 1 V-3" ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® I y�— �, 14'-4" 13'-10" �3-2" �.12'-O"_ 12'-0" 9'-0" I 16'-3" -I 1 I �VV lU" 10'-10" 7'-4" 7'-6" 1'- 8'-0" 1'_'0" I 1 -° 1.T0" 1 F1-NL q" I F1-NL 1' °" a'-s" �- F1-NL F1-NL Fl -NL F1-NL F1-NL F1-NL • 1 • O F3 I • O F3 I o F3 ® a'-0" a'-o" 8'-0" a'-o" $'-o" s'-o" $'-o" -rgi 7'-2"Lo F3-NL F3-NL F3-NL F3-NL 1 1 —�� b s'-0" s'-0" a'-o" I-- a'-o'�+ a�-o-°¢� $=o` a -°`�� a'-o" 7'-2" 7'-5" 12'-9" `� 7 -s` a'-7" $ 7'-6" �s_8-� -� ' 1 8'-6" ' 1' F1-NL F1-Nd 8'-0 8'-0" I 7-2" I o L o o I I7'-0" I o WL-2 16'-10" 7'-0" 7'-0"—� 7'_p" 7'-0° 7'-0"I 6'-11" O� - - --- ---- - - - - - - - r—=--=--- --- - - - - �- - - - -� - - - -� - - - -- - - - -- - - - - --- FL-2 FL-1 FL-2 FL-1 1'-0" 1 -o" ; ® ® ® , ® ® 1 ® ® ® 1 ® ® I ® ® ® I ® I ® ® ®I IL 12' U" 130'-0" 3U -U" _ 26'-0" I I� r I wl � ^ _ - I _ 1'-7" I II O F7 II F7 13 8 8 8 1 T-0" 7'-0" I I I I I I I I - 1 ® °N° 00 WL-1 ALL FIXTURES ARE TYPE F1 EXCEPT AS NOTED OTHERWISE IN DETAIL 1-E2. I -�— + ' ® ® ® ® ® 17 -7" 00 20'-9" 20'-9" 20'-9" 20 9 20 �9 10 -1 DIMENSIONS REPEAl1 L-1 FL-2 O F7 U F7 I U F7 U F7 F7 F7 F1-N® ®1 ® ® F1ONL �CK F1-NL F1-NLIF1-NL IF1-NL F1-NL EXCEPT WHERE NdED. F1-NL F1-NLWL°°_—co —I-- Ln P-,In__ I I I F1-N1I- Q �- . F7-NL 1 1 O� I O� 1 ® I i 15'-0" 12'-0" 12'-6" 8'-6" -2 16'-4" 12'-0" 4 -6 10'-4" 17'-7" 15'-7" 1,4'-10" 15'-3" 12'-5" 3 -1 "10'-1" 17'-6" 13'-0" 7'-6" 8'-0" 17'-6" 10'-6"31-1 I 14'-9" 18'-6" 2�Q" L, DIMENSIONS REPPT 2 ROWS 4 I { I 0 I--�f--- EXCEPT HERE OTED. 1 1 - � I I 1 I I I -2 I 2 -9 N F7 F7 F7 F7- I — n ® ® ® ® ® LO WL-2 �� - o� I 2 M LKI 3 •- - - - - - T - —+ - - - - - - N - -I I - ^ - - - -1 - - - 13'-6"- - - - - - —1 - - - - -I - - - - —I - - - — - - - 2 �— -� �co , _7" - - - - co - P-1 i ,. Q17. _ _ r L. _ E7 _ -0- EL- I_ QF7 _ _ �o _._ _.._..__....._......_. _._ .____-_--_----•._____3 POD I FL- P-3 I 7'-6" 11'-0" 1'-Or I 8'-lU" 1 8'-5" I 15'-7" 22'-10" 9'-6" 16'-0" 22'-0" FL-1 F1-NL 22'-9" 14'-6" 7'-6" 16'-6" 13'-2" " --r MOUNTED i — I I .# F1-NL 6'-6" r, _ _ _ � _ F1-NL �> FIXTURES. I L- _ _ — — 20-� — — 20'119" zo's" 2o'i s" 20'�9" to'-1o° �, �t F1-NL a'-o" 8'-0" a'-o" _ ® ® ® ® ® ® ® ® ® ®® ® ® ® ® ® ® ® 9 ® ® �1 ® ® ® ® TL DIMENSIONS N I F7-NL ' 1 �' 1-0 1-oIF1 NL 1,-°„I F1-NL 7._0" I 1 °" F1 NL7-0" 11'-0" F1-NL 7._0" 1 s'-t t" F1-NL 6" I F1I N TO CENTER I U F7 F7 , U F7 U F7 F7 ® ® ® ®7'_0" I 1 1 0 7'-2" a OF POLE. - _ 4 I 8'-0 b� Co �, 8'-0" 8'-0" 7'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" 8'-U" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" - 7'-2" 7'-7° 7'-0" 7'-g" 16'-2° 7'-6" 8'-8" 8'-8" '� �, 7'-6" 1 V-0" 1'-Or' �, � 1 �- 1 �' F1-NL _ 1 9'-2" Il0» 0 02-01—-1'-�� �, F7-NLI k . c5K] _ _ „ ® F1 _® ® ® ®7 -°F®L ® ® ® ®� ® ® ® ® ® ® ® ® ® I ® �1 ® ® ® ® ® ® ® ® A WL-1 O F7 O F7 O F7 O F7 O F7 - 1 8' 0" a' o" 8'-0" 7'-o I INL� F1-NL F1 NL F1 NL F1 NL F1 NL co wp - co ; oo ao I I — I — — — I 1 I m co P-1 �. �. �..�- // ' 18,-0" la'-o" �- F2-NL' - _ I F3 F3 F3 Cl) �, - c F-7 18'-0" 18'-0" 18'-0" 18'-0" 4 4 F3 U F3 F3 U F3 F3 Ur EXIT SIGNS SUSPENDED FROM o CL A CEILING, SEE DETAIL 12-E1. 1a'-o" 18'-0" 18'-0" 18'-0" ENTIRE SHEET HAS BEEN SIGNIFICANTLY REVISED. ALL FIXTURES ARE TYPE F1 EXCEPT U F3 U F3 F3 U F3 F3 AS NOTED OTHERWISE IN DETAIL 1-E2. I L ICPT F I XTUFP.,5 LOCATION FLAN 5CAt--.E I * I I I I / \ J 4 �\ I / _ F4-NL F4-NL // ® F4-NL F4-NL F77 7'-0" F4-NL 6'-0" ® F4-NL F4-NL DL() DL0 F2 F2 Q 1) 0 DLO THESE 2 FIXTURES ARE CHAIN F4-NL SUSPENDED ® 18'-0" A.F.F. WIF 4 L ►,ems ra : - -- • ,, -- 0 ►�� � I►� t:� ►mot �� ��I - --- F4-NL F4-NL 001 ON ._.., - ALL FIXTURES ARE TYPE F4 EXCEPT — — — — — AS NOTED OTHERWISE IN DETAIL 2-E2. 12'-2" U.2 e.O .22 F4-NIL i F4-NL ► �m► [07010. I --0 HOME CENTERS, INC. P.O. BOX I I I I N. WILKESBORO, NC 28656 R-BIDEVISIONS OPRE SET Q POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 5 24 02 2 RACKING PLAN REVISION 8/13/02 4 GENERAL REVISIONS THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE ORPART IS PROHIBITED WITHOUTTHE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WI IH ITS ISSUE DATE ON 04/15/02 AND IT 15 NOT SUI TABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. ® IIiimiiiIII • =t_ =9 V)A 0 W 4® (D all 8T a ® ! 1 r PERMIT SET ISSUE DATE: 4/15/02 2 OFFICE LIGHT FIXTUFES LOCATION FLAN DRAWL C3N �+ /� I //�� DRAWING NUMBER: E 2 5CAL E III 10 '- 0 I I fC/ E-2 VII EL02 03.11.02 • 0 R Q P N.03 N M.01 M L K J H G F E D C B A I I I I 1 I I I I I I I I *1-2 WL-1 I WL-2 ' WL-11 ' WL-2 27 29 7 I 29 - - - - 29 —� Al- I-----�r-_ wp F2 II 2 F I I F2 F2 1 F2 F2 I I- - - - - JL- - _ J F2- F2 - a F2 _._ 1 1 - ' I F2 L F2 F2 12 2 F2-NL I I I I I I I I I 1 FL-1 lP 16-1 C--I 1 27 I F2 F2 F2 F2 F r ��� I tPt B-27,29 I 1 F2 F2 F21 F2 F2 IF -NL �F2 I� a _ 2 F2 WL 2 WL-1 I WL-2 WL-1 I W332 F2 F F2 I I LPP 1 B-2 _ 2 27 I _ 29 - - FL-2 LP1 B-13 I I I L�.P1 B-3 F1-NL 1 Fl -NL 29 I F2-NL F I I I I d �J I _ LP1A- F1-NL F2 F21 F1-NLI F1-NL I LP1A-12 I lP1A-11 LP1A-10 Ft-NL LP1A-9 F1-NL LP1A-81 Fl NL LP1B-7 F1-NL LP1A-6 LPIA-5 LP1A-4 LP1B-12 F1-N LP1B-11 LP1B-10 LP1B-9 LPIB-81 LP �6 i LP1B-5 ' lP1B-4 lP1 B 31, FL-2 I FL-1 I 29 27 I I I I I I 1 I I 22 I I I I I I I 1 I I -, wP I F3-NL F3-NL F3 F3 I F3 I F3 F3-NL I I I I I I I I I I I, F3 I I I F3 F3 F3 F3 F3 F3 LP2B-15 F1-NL I F1-NL I F1-NL I F1-NL I ® F1-NL 1 F1-NL F1-NL ' F1-NL ' F1-N F1-NL 3 I I I I I 1 1 I I W201 F3 F3 F3 F3 F3 �F3 ® I _ - I - - --I - --i -- -- --� - - - -- ®- - -- - - --- - ' -- - ----- '-- - - -- - I 1 1 LP2A-11 I 1 II I I I I I I I I I w �I F3 F3 F3 F3 F3 F3 F3 II I 1 LP2B-13 li F3 F3 F3 F3 F3 F3 F3 I LP2A-10 I. I I I I I I I II F1 -NL 1-NL ( F1 -NL LID P16-14 F3-NL F3-NL F3-NL II ' F3 C F3 i F3 F1-NLI , ► I I F1-NL I 1 I F1-NL , F1-NL I F1-NL Fl -NL F1-NL 19 WL-2 I - - - - - - - - ELS-12 - - - - - - I - - - - -I - - - -I - - - LPP1B-2 - - - - -�LP1A _2� - �2-21 1�22 LP16T�19- - - - LP11-6-18 - - 1 �B_ 11L�iB-1� - - I- - -MB_1a - - ----_---__ - - r i 13WE ' HOME CENTERS, INC. F6P.O. BOX 1111 N. WILKESBORO, NC 28656 L 11 W EV U, REVISIONS OPRE -BID SET POST BID SET ISSUE DATE L� ISSUE DATE IAll DATE I DESCRIPTION SURFACE MOUNT A 8/02/02 & GENERAL REVISIONS F6 FIXTURE AND SWITCH IN "ELS" 18/13/0214 GENERAL REVISIONS CLOSET. CONNECT TO CIRCUIT RP1-26. I F2 ELS-6 SEE 1 -E3 FOR CONTINUATION OF "ELS" CIRCUIT I Fr I THESE TWO FIXTURES ARE CHAIN MOUNTED ` I AT 18'-0" AFF. F2 I ' I _\ I I I I 22 III L 1 FL-2 FL-1 FL-2 FL-I� LP26-11 ® I I I I I I I I COLUMN �iouNTED I� F7 1 3 E=NL AF,G-QED FLECTFICAL FPOO''f I FIXTURES. SEE DETAILS LP2B-12 I!- - _ _� ! WL-1 4-E1 AND 5-E1. i 31 (TYPICAL) TO ELS THROUGH PHOTOCELL. SEE I}- - + - + I NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN �II LP2B-10 DETAIL 4-E3 I F7 17 I INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A I LP2A-9 .r P-2 LP2A 12 - _ -- - - - - � NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. FL-2 F7 F7 I F7 F7 F7 F7 F1-NL I F1-NL I F1-NL, FL-1 - - - - - F1-NL - - - F1-NL - - -F1-NL F1-NL F1- L F1-NL WL-1 I I \ �; - - -- - - - -� - -F1-NL _ - - - -- - -- - -- - I - - - - - - I ---- ----- - -- --- - LP2 20 P-1 I \ POLE F7j 4F7- F7 � F7 I F7-NL F7 I MOUNTED FIXTURES. i-2 DIMENSIONS TO CENTER I K. _ I - - - - - - - - I I I I I I I I I 33 ' I OF POLE.}- - - - - - II F7 F7 I F7 I F7 I F7 F7 WL-2 III I _. L - i - P-1 II / I - ' --- -- - ' LP B 3 T ILP ®� I /_ :=...-_:=----___''=r' I I LP2A-5 LP2A-6 LP2A-7 LR2A-8 I I I I I I LP1A-23 FL-1 P-3 lPl B-23 I FL-1 ' F7 F7 II F7 F7 F7 c Fl -NL LP2B-5 LP28-6 LP2B-7 LF' B-8 I I F1-N - - - I F1 NL , 1 F1-NL I F1-NL 1 F1-NL 1 F1-NL I F1-NL ®� F1-NL FL-1 I F7-NL F1-NL ELS-1-� n F7 � � F7 F7 I .I 1� 1 I I I 1 LP2A-1 LP2A-2 ® LP1A-24 LP2B-20,22 I 1 I LP2B-1 I ' ' 1 I I LP1 B-24 4 I _— L LP26-9 I tP26-2, I F1-NL F1-NL II IT-- -->--- -T - i--- - - --i ® WL-1 F7-NL ► SEE 2-1 FOR SEE 2-E3 FOR F1-NL F1 NIL EZ'S-9 FTI -NL F1-NL F1-NL F1-NL LP1 A_25 31 I� I F7 F7 < F7 F7 ( F7 ELS-10 I ELS-9 1 �[�F'-J zzs-6' CONTINUATION OF I ZZ'S Jr I �Jr ,f CONTINUATI(JN OF I �f 2 WL-1 WP - _ - ' - - - - - -I- - - - - - ELS" CIRoUIT - _2G_ - --� - - - - - - - - - // ---- -- - - - F2-NL F2-NL // 4 \1 B-26 F3 r F3 n �F3 L - - - - - - - - - - - - - - - - - - - - - - - - - - - n F3 F3 0 \'� F3 n F3 - - 4 — — 4 ALL FIXTURES ARE TYPE F1 EXCEPT LP1A-26 z0 AS NOTED OTHERWISE IN DETAIL 1-E3. _)F3 n F3 0 F3 n F3 F3 ENTIRE SHEET HAS BEEN SIGNIFICANTLY REVISED. T �- �- - —r I L-- ---j\ F1 F2 F2 L NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. I L IC;�k4T FIXTURES WIRNl FLAN F :..!GALE III = 20'-0 IT LP28-27 • tilt. t�!t �!!� • SURFACE MOUNT AN F6 FIXTURE AND SWITCH IN "ELS CLOSET. LP2B-19 SQKill Tn ClBC I DD')-.44� 10 F4—NL Ill ALL FIXTURES ARE TYPE F4 EXCEPT AS NOTED OTHERWISE IN DETAIL 2-E3. C.1 1 B.29 B.03 ;ME• MR '>� II I ZIA I ® ff-age" ♦ . I ► •� DIL FA 012 1" E. IL NOTE: ALL OFFICE LIGHTING CIRCUITS SHALL BE 4 .22 nun-rr)r1rI I 9 r\rI ROOF BEHIND OVE ELECTRICAL ELS--12 NE 111v4z ELS-1/ II GARDEN CENTER NEUlRf1L "ELS" LIGHTS ELS-12 GARDEN CENTER N, UYIR L "ELS" LIGHTS SINGLE POLE, 2-CIRCUIT, 277-VOLT LIGHTING CONTACTOR LOCATED IN ELECTRICAL ROOM AT PANEL "ELS" i q Fk OTOCELI_ 1 11EL511 I,UIf;;�,'ING �3 SCALE NO SCALE ELS-4: SEE 1-E3 FOR CONTINUATION OF CIRCUIT. ll 4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CEN TERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CON rEMPORANEOUSLY WITH ITS ISSUE DATE ON 04115W2 AND IT IS NO r SUITABLE FOR USE ON A UIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS URAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS, REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. 1 Z�A Oww o g ��II rr''� �• � N.0 o z 0 � 0-4 oLL m H Z 0® 6 6 4 T T c�zz 2 OF I C L I H I F I X I UfRz,)5 W I I%z�` I NU FL A�N HARD -PIPED IN EMT CONDUIT EXCEPT FOR PERMIT SET THE 6' FLEXIBLE WHIP FROM THE LIGHT ISSUE DATE: 4/15/02 E3 &CAL,E 1'I = 10' —0" FIXTURE TO THE JUNCTION BOX. CONSTRUCTION SET ISSUE DATE: NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN DRAWING NUMBER: INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. E-3 VII EL03 03.15.02 • M 0 "LP1A" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL) LOAD KVA o 8 y 6 m luH $uIuZ �� �m A B C t=w �� .'z3n �N w 6 m o 8 LOAD KVA LOAD TYPE (LABEL A B C A B C AGING RECVG AREA LIGHTS 2.9 E 20 10 1 2 10 20 E 2.9 RECVG STAGING AREA LIGHTS SALES AREA LIGHTS 3.6 E 20 10 3 4 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.8 E 20 10 5 6 10 20 E 3.8 SALES AREA LIGHTS SALES AREA LIGHTS 3.8 E 20 10 7 8 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.5 E 20 10 g 10 10 20 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.6 E 20 10 11 12 10 20 E 3.8 SALES AREA LIGHTS SALES AREA LIGHTS 3.6 E 20 10 13 14 10 20 E 3.6 SALES AREA LIGHTS SALES AREA LIGHTS 3.3 E 20 10 15 16 10 20 E 3.1 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 17 18 10 20 E 2.8 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 19 20 10 20 E 2.6 SALES AREA LIGHTS SALES AREA LIGHTS 2.9 E 20 10 21 22 10 20 E 3.3 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 23 24 10 20 E 3.8 SALES AREA LIGHTS SALES AREA LIGHTS 2.9 E 20 10 25 26 10 20 E 2.1 LUMBER CANOPY LIGHTS SITE LIGHTING 1.7 E 20 10 27 28 20 T - SPARE 1.6 E 29 30 20 T - SPARE SITE LIGHTING - NL 1.7 E 20 10 31 32 20 T - SPARE 1.6 E 33 34 20 T - SPARE SPARE - T 20 35 36 20 T SPARE SPARE - T 20 37 38 20 T - SPARE SPARE - T 20 39 40 20 T - SPARE SPARE - T 20 41 42 20 T - SPARE TOTAL CONN. LOAD 90.2 KVA, 108.5 AMPERES PHASE A: 32.3 KVA PHASE B: 28.8 KVA PHASE C: 28.8 KVA PANEL DE -RATING 80% 135.6 AMPERES "LP1 B" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (,LABELS A KV o 8 m L,W �I ABC �m �Z WW � m o 8 A KVA LOAD TYPE (LABEL A B C A B C AGING RECVG AREA LIGHTS 2.9 E 20 10 1 2 10 20 E 2.9 STAGING RECVG AREA LIGHTS SALES AREA LIGHTS .4 E 20 10 3 4 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 2.5 E 20 10 5 6 10 20 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.5 E 20 10 7 8 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 2.3 E 20 10 9 10 10 20 E 1.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.4 E 20 10 11 12 10 20 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS .4 E 20 10 13 14 10 20 E 2.4 SALES AREA LIGHTS SALES AREA LIGHTS 2.2 E 20 10 15 16 10 20 E 2.1 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 17 18 10 20 E 1.9 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 19 20 10 20 E 1.7 SALES AREA LIGHTS SALES AREA LIGHTS 2.0 E 20 10 21 22 10 20 E 2.2 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 23 24 10 20 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.0 E 20 10 25 26 10 20 E 2.1 LUMBER CANOPY LIGHTS EXTERIOR WALL LIGHTS 3.3 E 20 10 27 28 20 T - SPARE EXTERIOR WALL NT. LIGHTS 3.3 E 20 10 29 30 20 T - SPARE EXTERIOR WALL LIGHTS 1.4 E 20 10 31 32 20 T - SPARE EXTERIOR WALL NT. LIGHTS 1.9 E 20 10 33 34 20 T - SPARE SPACE ONLY 35 36 20 T - SPARE SPACE ONLY 37 38 SPACE ONLY SPACE ONLY 39 40 SPACE ONLY SPACE ONLY 41 42 SPACE ONLY TOTAL CONN. LOAD 68.1 KVA, 81.9 AMPERES PANEL DE -RATING 80% 102.3 AMPERES PHASE A: 24.5 KVA PHASE B: 22.2 KVA PHASE C: 21.4 KVA "RP1" 120 208V., 30, 4W., S.N., 200A. M.C.B. UPSTREAM DEVICE - N A LOAD TYPE (LABEL) A KVA o � m�, m`N` �� ABC �Z -- ��, 8 - 8 V LOAD TYPE (LABEL A B C A B C 1.5 T 20 10 1 2 20 T - SPARE ROLL UP DOOR -STAGING 1.5 T 3 4 10 20 T 1.7 CONV,OUTLETS-SALES&ROOF 1.5 T 5 6 10 20 T 1.3 CONV.OUTLETS-SALES&ROOF SPARE - T 20 7 8 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 9 10 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 11 12 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR-RECEMNG 0.2 T 20 8 13 14 8 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - 15 16 8 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - 17 18 10 20 T 0.2 CONV.OUTLETS-SALES DESK DOCK LEVELER 1,2 T 20 8 19 20 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 20 10 21 22 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 20 10 23 24 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 20 10 25 26 12 20 T 0.6 COW.OUTLETS-ELECT. RM. 1 208V CONY. OUTLET 0.2 T 20 10 27 28 8 20 T 0.9 CONV.OUTLET-RCVG OFFICE 208V CONY. OUTLET 0.2 T 29 30 20 T - SPARE 120V CONY. OUTLET 0.2 T 20 10 31 32 20 T - SPARE GENSET BATTERY CHARGER 1.2 T 20 12 33 34 20 T - SPARE GENSET JACKET WATER HTR 2.0 T 25 10 35 36 20 T - SPARE GENSET JACKET WATER HTR 2.0 T 37 38 20 T - SPARE SPARE - T 20 39 40 20 T - SPARE SPARE - T 20 41 42 20 T - SPARE SPARE - T 20 43 44 20 T - SPARE SPARE - T 20 45 46 20 T SPARE SPARE - T 20 47 48 20 T - SPARE SPARE - T 20 49 50 20 T - SPARE SPARE - T 20 51 52 20 T - SPARE SPARE - T 20 53 54 20 T - SPARE SPARE - T 20 55 56 20 T - SPARE SPARE - T 20 57 58 20 T - SPARE BMS RELAY CONTROL 0.2 P 20 10 59 60 20 T - SPARE SPACE ONLY - 61 62 - SPACE ONLY SPACE ONLY - 63 64 - SPACE ONLY SPACE ONLY - 65 66 - SPACE ONLY SPACE ONLY - 67 gg SPACE ONLY SPACE ONLY 69 70 - SPACE ONLY SPACE ONLY - 71 72 - SPACE ONLY SPACE ONLY - 73 74 - SPACE ONLY SPACE ONLY - 75 76 - SPACE ONLY SPACE ONLY - 77 78 SPACE ONLY SPACE ONLY - 79 80 - SPACE ONLY SPACE ONLY - 81 82 - SPACE ONLY SPACE ONLY - 83 84 SPACE ONLY TOTAL CONN. LOAD 21.2 KVA, 58.8 AMPERES PHASE PHASE PHASE A: B: C: 7.3 7.1 6.8 KVA KVA KVA PANEL DE -RATING 80% 73.6 AMPERES "ELS" 277 480V., 30, 4W., S.N., 150A. M.C.B. UPSTREAM DEVICE - N A LOAD TYPE (LABELS o 8 8 m ,N �o -w m uZ A B C -m ,w2 02 ;rN �ui E 8 m 8 LOAD TYPE (LABEL A B C A B C SALES AREA NT. LIGHTING 2.0 1.8 1.8 2.0 2.0 2.2 1.1 X X X X X X X X 20 20 20 20 20 20 20 20 10 10 10 10 10 10 10 1 3 5 7 9 11 13 15 2 10 20 X 2.4 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 4 10 20 X 2.2 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 6 10 20 X .4 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 8 10 20 X 2.0 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 10 10 20 X 2.0 SALES AREA NT. LIGHTING G.C. AREA NT. LIGHTING 12 10 20 X 3.1 G.C. AREA NT. LIGHTING OFFICE NIGHT LIGHTING 14 10 20 X .5 SPARE 16 X .5 JOCKEY PUMP SPARE - X 20 17 18 X .5 SPARE - X 20 19 2U - SPACE ONLY SPARE - - - - X X 20 20 21 23 25 27 22 - SPACE ONLY SPARE 24 - SPACE ONLY SPACE ONLY 26 - SPACE ONLY SPACE ONLY 28 - SPACE ONLY SPACE ONLY - 29 30 - SPACE ONLY SPACE ONLY - 31 32 - SPACE ONLY SPACE ONLY 33 - 35 - 37 - 39 - 41 KVA, 34.2 AMPERES 42.8 AMPERES 34 - SPACE ONLY SPACE ONLY 36 - SPACE ONLY SPACE ONLY 38 SPACE ONLY SPACE ONLY 40 - SPACE ONLY SPACE ONLY 42 12 20 - PHOTOCELL CIRCUIT TOTAL CUNN. LOAD 28.5 PANEL DE -RATING 80% PHASE A: 10.5 KVA PHASE B: 8.7 KVA PHASE C: 9.3 KVA "CP1 " 120 208V., 1 0, 3W., I.G., S.N., 100A. M.L.O. UPSTREAM DEVICE - 40A LOAD TYPE (LABEL ppW U m wW :Evi �m UL B C �g UZ WW 3FJ m W U B C LOAD TYPE (LABEL /% B V SALES DESKS 0.2 X 20 12 1 2 10 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 10 3 4 10 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 10 5 6 10 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 10 7 8 10 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 10 9 10 20 X - SPARE RECEMNG OFFICE 0.2 X 20 8 11 12 20 X - SPARE BMS GEN-SET ELECT 0.3 P 20 12 13 14 20 X - SPARE SPARE - X 20 15 16 20 X - SPARE SPARE - X 20 17 18 - SPACE ONLY SPARE - X 20 19 20 - SPACE ONLY SPARE - X 20 21 22 - SPACE ONLY SPACE ONLY - 23 24 - SPACE ONLY SPACE ONLY - 25 26 - SPACE ONLY SPACE ONLY - 27 28 - SPACE ONLY SPACE ONLY - 29 30 - SPACE ONLY TOTAL CONN. LOAD 2.3 KVA, 11.1 AMPERES PHASE B: 1.0 KVA PHASE C: 1.0 KVA PANEL DE -RATING 80% 13.8 AMPERES /4\ e "LP2A" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL LOAD KVA W o 8 6 m " �V Z)m �m 'UZ A B C Bg �� 0Z -- �N � m R 0 LOAD KVA LOAD TYPE (LABEL) A B C A B C SALES AREA LIGHTS 3.8 E 20 10 1 2 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.6 E 20 10 3 4 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 5 6 10 20 E 3.1 SALES AREA LIGHTS SALES AREA LIGHTS 3.3 E 20 10 7 8 10 20 E 2.8 SALES AREA LIGHTS GC SHADE CLOTH LIGHTS 2.8 E 20 10 9 0 10 20 E .4 GC CANOPY AREA LIGHTS GC CANOPY AREA LIGHTS 2.8 E 20 10 11 1 10 20 E 2.8 GC SHADE CLOTH LIGHTS SPARE - T 20 13 14 20 T - SPARE SPARE - T 20 15 16 20 T - SPARE SPARE - T 20 17 18 20 T - SPARE SPARE - T 20 19 20 20 T - SPARE SPARE - T 20 21 22 20 T - SPARE SPARE - T 20 23 24 20 T - SPARE SPARE - T 20 25 26 20 T - SPARE SPARE - T 20 27 28 20 T - SPARE SPARE - T 20 29 30 20 T - SPARE SPACE ONLY - 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY 35 36 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 - SPACE ONLY TOTAL CONN. LOAD 38.2 KVA, 45.9 AMPERES PANEL DE -RATING 80% 57.4 AMPERES PHASE A: PHASE B: PHASE C: 1 .4 13.3 11.5 KVA KVA 4 KVA "LP2B" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE LABEL ( LOAD KVA o 8 - m Ww �ui D, 'm 5Z ABC 5g c�� aZ ww �N m o e A KVA LOAD TYPE (LABEL A B C A B C SALES AREA LIGHTS 2.5 E 20 10 1 2 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 2. E 20 10 3 4 10 20 E 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 5 6 10 20 E 2.1 SALES AREA LIGHTS SALES AREA LIGHTS 2.2 E 20 10 7 8 10 20 E 1.9 SALES AREA LIGHTS S 4 1 3 PO GC SHADE STRUCT. LIGHTS 3.8 E 20 10 11 1 10 20 E 1.0 GC CANOPY FLOOD LIGHTS 1 13 14 2 T- P E GC CANOPY AREA LIGHTS 3.5 E 20 10 15 16 10 20 E 2.0 OFFICE AREA LIGHTS SPARE - T 20 17 18 20 T - SPARE SPARE - T 20 19 20 10 20 E 1.4 GC EXTERIOR LIGHTS SPARE - T 20 21 22 10 20 E 1.4 GC EXTERIOR NIGHT LTS. EXTERIOR CANOPY LIGHTS .4 E 20 10 23 24 20 T - SPARE OFFICE AREA LIGHTS 2.5 T 20 10 25 26 20 T - SPARE 1 1 28 20 T - SPARE VESTIBULE LIGHTS 0.6 E 20 10 29 30 20 T - SPARE 15 10 3 32 10 20 X 2.1 RTU - 1 2.4 X 33 35 34 X 2.1 AIR COMPRESSOR TELE DATA ROOM .4 X 36 X 2.1 6.7 X 37 RTU - 3 6.7 X 35 8 39 OFFICE 6.7 X 41 TOTAL CONN. LOAD 82.2 KVA, 98.9 AMPERES 38 10 20 X 1.2 40 X 1.2 ERV - 3 42 X 1.2 OFFICE P SE A: PHASE B: 31.6 PHASE C: 21.8 8.6 KVA KVA 4 KVA PANEL DE -RATING 80% 123.6 AMPERES "RP2" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N A LOAD TYPE (LABELS o Q m �. f) � 0Z A B C 5g QZ "" �cn � m o 8 A KVA LOAD TfPE (LABEL A B C A B C AUTO DOOR -ENTRANCE 0.2 T 20 10 1 2 10 20 T 1.3 CONV.OUTLETS-SALES&ROOF AU70 DOOR -ENTRANCE 0.2 T 20 10 3 4 10 20 T 1.3 CONV.OUTLETS-SALES&ROOF AUTO DOOR -RETURNS 0.2 T 20 10 5 6 10 20 T 1.1 CONV.OUTLETS-SALES&ROOF AUTO DOOR -EXIT 0.2 T 20 10 7 8 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -EXIT 0.2 T 20 10 9 10 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -LUMBER CAN 0.2 T 20 10 11 12 10 20 T 0.2 CONV.OUTLEfS-SALES DESK AUTO DOOR -LUMBER CAN 0.2 T 20 10 13 14 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -LUMBER CAN 0.2 T 20 10 15 16 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 17 18 10 20 T 0.2 CONV.OUTLETS-SALES DESK 0.5 T 20 10 19 20 10 20 T 0.2 CONV.OUTLETS-SALES DESK ROLL UP DOOR -LUMBER 0.5 T 21 22 10 20 T 0.2 CONV.OUTLETS-SALES DESK 0.5 T 23 24 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 25 26 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -GARDEN CTR 0.2 T 20 10 27 28 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -GARDEN CTR 0.2 T 20 10 29 30 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 31 32 10 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 33 34 10 20 T 1.0 CONV.OUTLETS-EXTERIOR SPARE - T 20 35 36 10 20 T 0.2 CONV.OUTLEfS-GRDN CTR VENDING MACHINE 0.5 T 20 10 37 38 10 20 T 1.0 ELECTRIC SHOPPING CART VENDING MACHINE 0.5 T 20 10 39 40 20 T - SPARE VENDING MACHINE 0.5 T 20 10 41 42 20 T - SPARE SATELTTE DISH DE-ICER 1.0 T 20 10 43 44 10 20 T 1.0 CONV.OUTLEfS-TELE DATA 208V CONY. OUTLET 0.2 T 20 10 45 46 10 20 T 1.5 CONV.OUTLETS-MONEY RM 208V CONV. OUTLET 0.2 T 47 48 20 T - SPARE 120V CONY. OUTLET 0.2 T 20 10 49 50 20 T - SPARE SPARE - T 20 51 52 20 T - SPARE COPIER - CUSTOMER SVC. 1.0 T 20 10 53 54 10 20 T 1.5 ELECTRIC BBH CONV.OUTLETS-CUST. SVC. 1.1 T 20 12 55 56 10 20 T 0.5 SITE IRRIGATION CONTROLLER CONV.OUTLETS-CUST. SVC. 1.0 T 20 12 57 58 10 20 T 0.2 SECURITY CAMERA BMS RELAY CONTROL 0.2 P 20 10 59 60 12 20 T 0.2 SECURITY CAMERA SPARE - T 20 61 62 10 20 T 2. ELECTRIC WATER HEATER SPARE - T 20 63 64 T 2.0 ELECTRIC WATER HEATER SPARE - T 20 65 66 12 20 E 0.2 EWH CIIRCULATING PUMP SPACE ONLY - 67 68 - SPACE ONLY SPACE ONLY - 69 70 - SPACE ONLY SPACE ONLY - 71 72 - SPACE ONLY SPACE ONLY - 73 74 - SPACE ONLY SPACE ONLY - 75 76 2 80 X 5.1 PANEL -CP2 SPACE ONLY - 77 78 X 5.6 PANEL -CP2 SPACE ONLY - 79 80 3 o P .6 SPACE ONLY - 81 82 P 6.7 PANEL - RP3 SPACE ONLY - 83 84 r- P 9.2 TOTAL CONN. LOAD 61.8 KVA, 171.5 AMPERES PHASE PHASE PHASE A: B: C: 18.3 21.7 21.8 KVA KVA KVA PANEL DE -RATING 80% 214.4 AMPERES "RP3" 120 208V., 30, 4W., S.N., 100A. M.L.O. UPSTREAM DEVICE - N A LOAD TYPE LABEL A KVA o s 8 m UjN I. m zZ ABC �m 5Z ,N �FA 8 m S 0 A vA LOAD TYPE (LABEL) A B C A B C HAND DRYER -WOMEN 1.2 T 20 12 1 2 12 4 12 6 12 8 12 10 12 12 12 14 12 16 12 18 12 20 12 22 12 24 12 26 12 28 12 30 32 34 36 38 40 42 20 T .5 VENDING MACHINE HAND DRYER -WOMEN 1.2 T 20 12 3 20 T 0.5 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 5 20 T 0.5 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 7 20 T 0.5 VENDING MACHINE HAND DRYER -UNISEX 1.2 T 20 12 9 20 T 0.5 VENDING MACHINE ELECTRIC WATER COOLER 0.5 T 20 12 11 20 T 0.7 REFRIGERATOR ELECTRIC WATER COOLER 0.5 T 20 12 13 20 T 1.0 MICROWAVE SPARE - T 20 15 20 T 1.0 CONV.OUTLETS-BREAKROOM SPARE - T 20 17 20 T 1.8 CONV.OUTLETS-CLASSROOM COPIER - OFFICE 1.0 T 20 12 19 20 T 0.6 CONV.OUTLETS-HALLWAY SPARE - T 20 21 20 T 1.3 CONV.OUTLETS-MGR. OFFICE SENSORMATIC-ENTRANCE 0.5 T 20 12 23 20 T 1.5 CONV.OUTLETS-COMP. ROOM SPARE - T 20 25 20 T 1.1 CONV.OUTLETS-LP OFFICE SPARE T 20 27 20 T 1.0 CONV.OUTLETS-MGR. OFFICE SENSORMATIC-EXIT 0.5 T 20 12 29 20 T - SPARE SPARE - T 20 31 20 T - SPARE SPARE - T 20 33 20 T - SPARE SENSORMATIC-LUMBER 0.5 T 20 10 35 20 T - SPARE SPACE ONLY - 37 - SPACE ONLY SPACE ONLY - 39 - SPACE ONLY SENSORMATIC-GARDEN CTR 1.5 T 20 10 41 - SPACE ONLY TOTAL CONN. LOAD 23.5 KVA, 65.2 AMPERES PANEL DE -RATING 80% 81.5 AMPERES PHASE A: 7.6 KVA PHASE 8: 6.7 KVA PHASE C: 9.2 KVA "CP2" 120 208V., 1 0, 3W., I.G., S.N., 100A. M.L.O. UPSTREAM DEVICE - 80A LOAD TYPE (LABEL) o 8 m WW 3� U� uL B C �g oZ WW in m. o A LOAD TYPE (LABEL B C B C SALES DESKS 0.2 X 20 12 1 2 10 4 10 6 10 8 10 10 10 12 12 14 12 16 12 18 12 20 12 22 12 24 12 26 28 2 30 32 34 36 38 40 42 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 12 3 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 12 5 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 12 7 20 X 0.2 GC SALES DESKS SALES DESKS 0.2 X 20 10 9 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 12 11 20 X 0.2 SALES DESKS SALES DESKS 0.2 X 20 12 13 20 X 0.2 MONEY ROOM CUSTOMER SVC 1.3 X 20 12 15 20 X 0.3 COMPUTER OUTLET LP OFFICE 1.1 X 20 12 17 20 X 0.3 COMPUTER OUTLET OFFICES 1.0 X 20 10 19 20 X 0.2 SECURITY SYSTEM TELE DATA ROOM 0.4 X 20 12 21 20 X 0.3 DISTRIBUTION HUB BMS ELECTRONICS 0.2 P 20 12 23 20 X 0.4 TIME CLOCK SPARE - X 20 25 - SPACE ONLY SPARE - X 20 27 40 X 1.0 PANEL CP-1 SHUNT TRIP 0.1 X 20 10 29 X 1.3 PANEL CP-1 SPACE ONLY - 31 - SPACE ONLY SPACE ONLY - 33 - SPACE ONLY SPACE ONLY - 35 - SPACE ONLY SPACE ONLY - 37 - SPACE ONLY SPACE ONLY - 39 - SPACE ONLY SPACE ONLY - 41 - SPACE ONLY TOTAL CONN. LOAD 10.7 KVA, 51.4 AMPERES PHASE PHASE B: 5.1 KVA C: 5.6 KVA PANEL DE -RATING 80% 64.3 AMPERES n /4 "HVAC1" 277 480V., 30, 4W., S.N., 600A. M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE (LABEL LOAD KVA w 8 m ,N �N �m �Z ABC 5g Om uL �N 3r g 6 m w 8 LOAD KVA LOAD TYPE (LABEL A B C A B C 2. X 60 4 1 2 4 60 X 2. RTU - 5 2. X 3 4 X 2. RTU - 15 SALES 2 X 5 6 X 2. SALES 2. X 60 4 7 8 4 60 X 2 RTU - 7 2. X 9 10 X 2 RTU - 17 SALES 2. X 11 12 X 2. SALES 2• X 60 4 13 14 4 60 X 2. RTU - 9 2. X 15 16 X 2. RTU - 19 SALES 2 X 17 18 X 2. RECEIVING 2. X 60 4 19 20 - RTU - 11 2. X 21 22 - SALES 2. X 23 24 - 2. X 60 4 25 26 - RTU - 13 2. X 27 28 - SALES 2 X 29 30 - SPACE ONLY - 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY - 37 38 10 20 P - SPACE ONLY - 39 40 P - PHASE LOSS_ PROTECTOR SPACE ONLY - 41 42 P - TOTAL CONN. LOAD 302.4 KVA, 363.7 AMPERES PHASE A: 100.8 KVA PHASE B: 100.8 KVA PHASE C: 100.8 KVA PANEL DE -RATING 80% 454.6 AMPERES "HVAC2" 277 480V., 30, 4W., S.N., 600A. M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE (LABELS AD KVA w o m wH 3n �m Lx� 0Z ABC �� uZ -- �V) w m o 8 A K A LOAD TYPE (LABEL A B C§ A B C 3. X 1 4 3 5 7 4 9 11 13 4 15 17 19 4 21 23 25 4 27 29 31 4 33 35 37 39 41 2 4 60 X 2. RTU - 2 3. X 60 4 X 12. _ RTU - 14 VESTIBULE 3. X 6 X 2.6 SALES 2. X 8 4 60 X 2. RTU - 4 2. X 60 10 X 2. RTU - 16 SALES 2 X 12 X 2.8 SALES 2. X 14 4 60 X 2. RTU - 6 2. X 60 16 X 2 RTU - 18 SALES 2. X 18 X 2. SALES 2. X 20 10 15 X 2.5 RTU - 8 2. X 60 22 X 2.5 RTU - 20 SALES 2 X 24 X 2.5 ELECT. RM. 1 2• X 26 - SPACE ONLY RTU - 10 2. X 60 28 SPACE ONLY SALES 2• X 30 - SPACE ONLY 2. X 32 SPACE ONLY RTU - 12 2. X 60 34 - SPACE ONLY SALES 2. X 36 - SPACE ONLY SPACE ONLY - 38 SPACE ONLY SPACE ONLY - 40 - SPACE ONLY SPACE ONLY - 42 - SPACE ONLY TOTAL CONN. LOAD 350.1 KVA, 421.1 AMPERES PHASE A: 116.7 KVA PHASE B: 116.7 KVA PHASE C: 116.7 KVA PANEL DE -RATING 80% 562.4 AMPERES "BC" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD T(PE �LABEL� I A KVA o 8 m 'aN 31n �g QZ ABC "2 uZ �N $U) a m o 8 A VAS LOAD TYPE A B C A B C (LABEL) BATTERY CHARGER 48OV,10 2.9 X X 20 10 1 3 5 7 9 1 1 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 8 40 X 5.8 2.9 4 X 5.8 TRASH COMPACTOR BATTERY CHARGER 480V,1 2.9 X X 20 10 6 X 5.8 2.9 8 10 25 X 3.9 BATTERY CHARGER 48OV,1 2.9 2.9 X X 20 10 10 X 3.9 CARDBOARD BAILER 12 X 3.9 BATTERY CHARGER 48OV,10 2.9 X X 20 10 14 12 20 X 2.1 2.9 16 X 2.1 IRRIGATION PUMP BATTERY CHARGER 48OV,1 2.9 X X 20 10 18 X 2.1 2.9 20 - SPACE ONLY BATTERY CHARGER 48OV,10 2.9 2.9 X X 20 10 22 - SPACE ONLY 24 - SPACE ONLY BATTERY CHARGER 480V,1 2.9 X X 20 10 26 - SPACE ONLY 2.9 28 - SPACE ONLY SPACE ONLY - 30 - SPACE ONLY SPACE ONLY - 32 SPACE ONLY SPACE ONLY - 34 SPACE ONLY SPACE ONLY - 36 - SPACE ONLY SPACE ONLY - 38 - SPACE ONLY SPACE ONLY - 40 - SPACE ONLY SPACE ONLY - 42 - SPACE ONLY TOTAL CONN. LOAD 76.0 KVA, 91.4 AMPERES PHASE A: 26.3 KVA PHASE B: 26.3 KVA PHASE C: 23.4 KVA PANEL DE -RATING 80% 114.3 AMPERES "BW" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N A LOAD TYPE (LABEL LOA KVA o O 8 .' m W W K" �. 0:, 60z ABC UW KO 5r W "" �ui � m o O Q LOAD KVA LOAD TYPE (LABEL) A B C A B C 4.5 E E E E E E E E E o r- o r- o 2 2 2 1 2 2 6 E 4.5 BUSWAY - 1 4.5 3 4 E 4.5 BUSWAY - 2 SALES .5 5 7 6 r- E 4.5 SALES 4.5 8 2 o X 4.5 BUSWAY - 3 4.5 9 10 X 4.5 BUSWAY - 4 SALES 4.5 11 13 12 � X 4.5 SALES 4.5 14 2 o E 4.5 BUSWAY - 5 4.5 15 16 E 4.5 BUSWAY - 6 SALES 4.5 17 18 r E 4.5 SALES SPACE ONLY - 19 21 23 2p - SPACE ONLY SPACE ONLY - 22 - SPACE ONLY SPACE ONLY - 24 - SPACE ONLY SPACE ONLY - 25 27 29 31 33 35 37 26 - SPACE ONLY SPACE ONLY - 28 - SPACE ONLY SPACE ONLY - 30 - SPACE ONLY SPACE ONLY - 32 - SPACE ONLY SPACE ONLY - 34 - SPACE ONLY SPACE ONLY - 36 - SPACE ONLY SPACE ONLY - 38 - SPACE ONLY SPACE ONLY - 39 41 AMPERES AMPERES 40 - SPACE ONLY SPACE ONLY - 42 12 20 X 0.2 BMS RELAY CONTROLS TOTAL CONN. LOAD 81.2 KVA, 225.4 PHASE A: 27.0 KVA PHASE B: 27.0 KVA PHASE C: 27.2 KVA PANEL DE -RATING 80% 281.7 PANEL SCHEDULE CODES X - CONNECT DIRECTLY TO CIRCUIT BREAKER E - CONNECT TO TERMINAL STRIP IN TOP OF CABINET - CONTROLLED BY ENERGY MANAGEMENT SYSTEM D - CONNECT TO T R - E MINAL STRIP IN TOP OF CABINET CONTROLLED BY ENERGY MANAGEMENT SYSTEM & "DAYLIGHTING" PHOTOCELLS. (SEE SHEET E-3) T - CONNECT TO TERMINAL STRIP IN TOP OF CABINET - NOT CONTROLLED BY ENERGY MANAGEMENT SYSTEM P - PREWIRED * - PROVIDE BREAKER HANDLE LOCK "SLA" 277 480V., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD TYPE (LABEL) KVA o U 5 m W W �" 3N um �� UZ A B C u ��� U-Z SV', A x° m o U A KVA LOAD TYPE (LABEL A B C A B C 2.2 E 20 8 1 2 8 20 E 3.8 SITE LIGHTING 2.2 E 3 4 E .8 SITE LIGHTING 1.7 E 5 6 E 3.1 3.2 E 20 8 7 8 8 20 E 2.5 SITE LIGHTING 3.5 E 9 10 E 2.9 SITE LIGHTING 3.4E 1 1 12 E 2.1 SPARE - E 20 13 14 20 E - SPARE - E 15 16 20 E - SPARE - E 20 17 19 18 E - SPARE - E 20 - SPACE ONLY - E 21 22 - SPACE ONLY SITE NT LIGHTING 2.2 E 20 8 23 24 8 20 E .2 SITE NT LIGHTING 2.2 E 25 26 E 2.2 SITE NT LIGHTING 2.2 E 20 8 27 28 8 20 E 2.8 SITE NT LIGHTING 2.2E 29 30 E 2.7 TOTAL CONN. LOAD 50.0 KVA, 60.1 AMPERES PANEL DE -RATING 80% 75.2 AMPERES PHASE A: 16.0 KVA PHASE B: 17.4 KVA PHASE C: 19.6 KVA "SLB" 277 480V., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD "TYPE LABEL ( AD KVA o 8 f m �� �o Um 6r ABC m uZ `�W 3� I5 ,� m " 8 LOAD KVA LOAD TYPE (LABEL A B C A B C BUILDING SIGN 3.3 E 20 10 1 2 4 6 20 6 8 10 6 20 12 14 16 18 20 22 24 26 28 30 PHASE PHASE PHASE E 3.7 BUILDING SIGN 2.2 E 20 10 3 E •3.7 ROAD SIGN BUILDING SIGN 3.6 E 20 10 5 E 3.7 BUILDING SIGN 3.3 E 20 10 7 E 3.7 INDOOR LUMBER SIGN 2.5 E 20 8 9 E 3.7 ROAD SIGN GARDEN CENTER SIGN 2.5E 20 8 11 E 3.7 SPARE T 20 13 - P CE ONLY SPARE - T 20 15 - SPARE - T 20 17 - SPARE - T 20 19 - SPACE ONLY SPARE - T 21 - SPACE ONLY SPARE - T 20 23 - SPACE ONLY SPARE - T 25 - SPACE ONLY SPARE - T 20 27 - SPACE ONLY SPARE - T 29 - SPACE ONLY TOTAL CONN. LOAD 39.6 KVA, 47.6 AMPERES A: 14.0 KVA B: 12.1 KVA C: 13.5 KVA PANEL DE -RATING 80% 59.5 AMPERES SWITCHGEAR NOTES: 1. THE ELECTRICAL SUBCONTRACTOR EXCEPT AS OTHERWISE NOTED SHALL PROVIDE ALL WIRING CONDUIT, FITTINGS, DISCONNECTS AND ELECTRICAL EQUIPMENT BEYOND SWITCHGEAR CABINETS. 2. ALL "SWITCHGEAR CENTERS" AS SHOWN ON THE DRAWINGS SHALL BE PROVIDED BY THE OWNER. EACH "SWITCHGEAR CENTER" IS PREFABRICATED BY SQUARE D/ POWERBOX SOLUTIONS FOR LOWE'S COMPANIES, INC. AND SHALL INCLUDE THE FOLLOWING: - ALL OVER CURRENT DEVICES, LIGHTING CONTACTORS, BUILDING MANAGEMENT CONTROL SYSTEM AND OTHER MISCELLANEOUS COMPONENTS. - 480VAC TO 120/208VAC STEP-DOWN TRANSFORMERS - MAIN SERVICE DISCONNECTS AND/OR S`NITCHBOARDS - PANEL "ELS" DISCONNECT SWITCH. - UTILITY PULL AND METERING SECTIONS AS REQUIRED. EACH "SWITCHGEAR CENTER IS U,L. 891 LISTED AS A "DEAD FRONT SWITCHBOARD". -I- 3. THERE ARE CURRENT TRANSFORMERS (CT'S) LOCATED IN THE MAIN BREAKER SECTION. THESE CURRENT TRANSFORMERS (CT'S) ARE STRICTLY FOR THE OPERATION OF THE BUILDING MANAGEMENT SYSTEM ONLY. UTILITY COMPANY CT'S, IF REQUIRED, MUST BE MOUNTED IN A SEPARATE ENCLOSURE. 4. IF A SEPARATE CT CABINET, PULL SECTION OR MAIN DISCONNECT IS REQUIRED BY THE LOCAL POWER COMPANY FOR THEIR METERING EQUIPMENT, IT SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR, UNLESS CALLED FOR ON THESE PLANS TO BE PROVIDED WITH OWNER'S EQUIPMENT. COORDINATION WITH THE LOCAL POWER COMPANY TO PROVIDE ALL REQUIRED METERING EQUIPMENT WILL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. IF THIS ADDITIONAL EQUIPMENT IS FURNISHED BY THE ELECTRICAL SUBCONTRACTOR, IT MUST BE COORDINATED WITH THE SWITCHGEAR MANUFACTURER TO ENSURE U.L. LISTING INTEGRITY. 5. INSTALLATION OF THE "SWITCHGEAR CENTERS" SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. THE "SWITCHGEAR CENTERS" CONSIST OF FREESTANDING ENCLOSURE SECTIONS THAT BOLT TOGETHER WITH :HARDWARE PROVIDED. THE CABINETS HAVE "OPEN BOTTOMS" TO FACILITATE CONDUIT ROUGH -IN AND INSTALLATION. THE MANUFACTURER SHOULD BE CONTACTED FOR CABINET DETAILS PRIOR TO ROUGHING IN ANY UNDERGROUND CONDUIT. 7. WHERE POSSIBLE, SOME OF THE FEEDER CONDUCTORS FOR THE INTERCONNECTION BETWEEN SOME CABINET SECTIONS ARE PROVIDED AS SHOWN ON SHEET E-12. 8. ALL REQUIRED CONTROL WIRING BETWEEN INTERCONNECTED CABINET SECTIONS IS FACTORY INSTALLED. CONNECTION METHOD BETWEEN CABINET SECTIONS SHALL BE VIA FACTORY INSTALLED POLARIZED PLUG ASSEMBLIES. ELECTRICAL SUBCONTRACTOR SHALL CONNECT THESE POLARIZED PLUG ASSEMBLIES TOGETHER ONCE THE CABINET SECTIONS ARE SET IN PLACE. 9. TERMINAL STRIPS ARE PROVIDED IN THE TOP SECTIONS OF ALL CABINETS WITH ENERGY MANAGEMENT SYSTEM CONTROLS. THE TERMINAL STRIPS ARE LABELED WITH NUMBERS CORRESPONDING TO THE CIRCUIT NUMBERS ON THE PANEL BOARD SCHEDULES. ALL CIRCUITS WITH AN "E" OR "T" IN THE CODE COLUMN ON THE PANEL BOARD SCHEDULE WILL BE CONNECTED TO THIS TERMINAL STRIP. WIRE SIZES SHOWN ON THE PANEL BOARD SCHEDULES REFER TO WIRE SIZE FROM THIS TERMINAL STRIP AND SHALL BE MAINTAINED THROUGHOUT THE ENTIRE LENGTH OF THE CIRCUIT. 10. THE ELECTRICAL SUBCONTRACTOR WILL WIRE CIRCUITS THAT ARE SHOWN WITH AN "X" IN THE CODE COLUMN ON THE PANEL BOARD SCHEDULES DIRECTLY TO THE RESPECTIVE CIRCUIT BREAKER. NO TERMINAL STRIPS ARE PROVIDED FOR THESE CIRCUITS. 11. AFTER INSTALLATION OF THE SWITCHGEAR CABINETS ARE COMPLETE AND THE CHECKOUT AND STARTUP PROCEDURES AREA COMPLETED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR TO ENSURE THAT ALL CABINET COVERS AND DOORS ARE IN PLACE AND SECURED PROPERLY. ELECTRICAL SUBCONTRACTOR SHALL VACUUM THE INTERIOR OF ALL CABINETS TO REMOVE ALL DEBRIS. 12. ALL CIRCUIT BREAKERS FOR HIGH INTENSITY DISCHARGE LIGHTING CIRCUITS AND ALL THOSE FOR FLUORESCENT LIGHTING CIRCUITS SHALL BE TYPE "SD" BREAKERS MANUFACTURED SPECIFICALLY FOR THAT PURPOSE. 13. ALL U.L. LISTED CIRCUIT BREAKERS RATED 125 AMPERES OR LESS SHALL BE MARKED AS BEING SUITABLE FOR 75'C ONLY OR 60/7`i CONDUCTOR. 14. SWITCHGEAR SHALL BE FULLY OR SERIES RATED AT 65,000 AIC. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AIC WITH LOCAL ELECTRIC PERMIT :SET UTILITY BASED ON SELECTED TRANSFORMER SIZE. ;r�► ISSU�rDATEA A/15/02 6. THE ELECTRICAL SUBCONTRACTOR WILL MAKE ALL NECESSARY KNOCKOUTS IN THE I ~W :v, TOP OF THE CABINETS AS REQUIRED TO INSTALL ALL OVERHEAD CONDUITS. ELECTRICAL 31 t TRUCTION SET HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBOROI NC 28656 ® 4 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 5/24/02 2 RACKING PLAN REVISION 8/13/02 4 GENERAL REVISIONS THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PARF IS PROHIBITED WI THOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 0411W02 AND IF IS NOT SUITABLE FOR USE ON A UIFFEREN T PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY UCENSEU ARCHFFECFS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANO [HER PROJECT IS NOT AUTHORIZED AND IS CONTRAKYTO'THELAW. �7f a Zy)p 0 w III & g w Eb �'t6-g , < :);; , Wm(0d,u w4� AV3: Z (D ® 66�3 w ��� 0 oO v o r4 a0�h 'D�o^o 0 �(�� 1 ,T , o �� I,, aqi ' t � o �� w Q a p °J o 0 ` oU Lj n n.) o °O • II ® m O C-o r �I C `" .r r` . 1; I, I ,r SUBCONTRACTOR SHALL USE EXTREME CAUTION AS TO PREVENT METAL CHIPS, SAWDUST, FILINGS, ETC. FROM ENTERING CABINETS. Li r� LLJ i) 0 LlJ T_ C U) U) 0 < O co LLI z ORIGI '�"a.' k,,,,' 1SSUE .-" ,iu,Y, ICONS / xV ' l# ' w,T, At- s, *W 1<4 w LL �"„...yS. . LLB .® �;. �� LL 0 LL_ Z I 4/ 15/02 e• dl m 0 0 0 0 m l« r ISSUE DATE: --- 4': III 16, C.Z J V LE LL Mnt: ommm=Q