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3780 S Orlando Dr 02-1610 Plans revisions Lowes
II diiI:i ` �O' O♦ M1 f i-� _Iits& -ji.'IIII1IiiII!I i q q1PI:6ibf!iIIIhIt - II!i!Ii -!i •`IiiIIi( _-._ ! _7.:i!'./_2`._..-I'iI-!iIi' < -9iu1I'IIIIiI — rIi -JPI'If!iIIO-TI! I II I_----� -Ii1fn IIi1lI - �• PIiii. - --': ___-!I .- '! _--.-_ �; �OI T-♦I:! ! -O-II ._O.i -om_".----•i-I__.,i_II-I- .--. -1aI1'h'1S--Ia-I :II;-\. !�II - --_ --.-r _—I --•-- •_- ...`__-1.-�—.r. !IIhiIrII �:-1k'�9r^!.I•!i'I © .• O 0• -"v`••=°----- -� -_--.---.---iiI ---._-_-_--__r --_'_---rI_-O-----♦—♦ P_OO—IIIII- .// _-- -..0 - A I• - _- -_n__-_ij(j(I_— ___-__---- I-.' •:': ._O-_/ _--.._.:_.-_---.._—'--__--O ---,•. _ - 6�.. —.___-.—,--._.- —.—_— c_!II1iii! �fI ..•.i{I�1 ._.-_v__-.._—iI-_ ..�_O___--___C�O.--__.•-_-.�t_I_- -r!�..a.• .. - a_-_q_ -Or.© _ - _Oo-_-��iII__' -___�.`( --_ I - s;11IilIIIhjpi6i.F"! —--_.._ III f'- -------oO- /.•�-0 _ SJJ .`_--;6ItiI — -IiIIII _Iti':'I' -----_•�i{j-;i1}I_ --�w---/-0-O �-o-- pqa-- T•Iit! Ii6I - --- ._O - — <I _O O ri•-�a�(!PI . . •f--P!iiI _�_� 0O1J j• iII !!'IIIIi �•id1JiI1I1ii!I!IIII4'If I1fiIi_ iiI! 1sttI�I1tIII.!II6IIIit ©---O- i III1I'IIiI6II _t!ItIIiI)!jIf1I; a-tIIi1IiiI _,;.IijIIIii llI ,v!iII , IIPii:lIItPiI. �i. _ _-. ---a 1_ Oqo Ii!. _-. � _-_-- -_- \ / tJ .rc�co.rcc`•— ._-- --=__ci — -.-- - s -__zrI,ifr' C a ' ,;tr �a � © �7J t(6I'PbI I 1Ii !IjIIII f ��\v�8 •••• Oa LOWENS" HOME CENTERS, III D-N- yr - _ tiWQN�2"C II�o _ • TY-L. ••.3 P.O. BOX 1111 N. WILKESBORO, NC 28656 ►IS SHEET HAS BEEN REVISED TO INCORPORATE NEW BASE. • REVISIONS PRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.10 STRUCT. GRID 3 THIS SHEET HAS BEEN REVISED BY ADDING AUDIBLE AND SHIFT 2.12 8 REVISION #8VISUAL DEVICES THROUGHOUT FACILITY. x a c F_ 13 M13 0 o o f 03 006, 0 0 0 oo i C C P � Ot O it 4� . ... ... .......... .. E �(o -- O\ to � n4 jl- cn ? CO f&? O O p -_- r/)\^ �O it _J�a c o o Lt /O Uri n Z W m W a ---- --- A ZO NeY 400 � LJJ� 0 ffil 7 Z N (Z) F W -Q V J Q SEE 2 FA1 FOR ENLARGED OFFICE PLAN N�� NOTE: 03 ALL INITIATION DEVICES AND NOTIFICATION APPLIANCES LOCATED IN THE GARDEN CENTER SHALL BE WEATHERPROOF AND UL LISTED FOR U SUCH USE. SALES FLOOF LA�OUT F41 6C4LE cn �� INzco0 0c6SYMBOL LEGEND E0 CD REvEWEjv FIRE ALARM CONTROL PANEL AUTOMATIC DETECTION AND SUPERVISORY SIGNALS coO � c By: fill e revention DI►Sanford ® FIRE ALARM KEYPAD/ANNUNCIATOR SMOKE DETECTOR DatP4 �e MANUAL ALARM MANUAL PULL STATION (MOUNT @ 48 AFF) SMOKE DETECTOR IN DUCT WITH REMOTE RESET SWITCH �_MOUNTED AT 6-0 A.F.F. ON NEAREST COLUMN > SPEAKER/HORN (85 db ELECTRIC HORN) FLOW DETECTOR/SWITCH w O HORN WITH STROBE (85 db HORN WITH 75 cd STROBE @ 80" AF!) PRESSURE DETECTOR/SWITCH 6 (0oC4LOpSTROBE ONLY (75 cd STROBE @ 80" AFF) TAMPER DETECTOR/SWITCH N 4 REC CD B� EXTERIOR FIRE BELL (GONG) STROBE ONLY (100 cd STROBE @ 21'-0" AFF) BAN 0 9 2003 FIRE ALARM ANNUNCIATOR PANEL HORN WITH STROBE (95 db HORN WITH 100 cd STROBE @ 21'-0" AFF) QU ANN 0 ALCOVE ALCOVE CONNECT THE FOLLOWING DEVICES IN RISER ROOM: RETURNSLu SYSTEM #1 - SALES AREA 1 FLOW, 1TAMPER CART 137 STORAGE ` 10 ALCOVE U SYSTEM #- SALES & STAGING AREAS FLOW1 TAMPERFOYER 116 106 129 ,SYSTEM 3 - SALES AREA 1DISTRICT ASSISTANT SYSTEM 4 - SALES, RECEIVING & OFFICE AREAS 1 FLOW, 1 TAMPER MANAGER MANAGER Q U 0SYSTEM 5 - GARDEN CENTER 1 PRESSURE FLOW, �1� TAMPER, �1� HI -LOW AIR/ pc)Z;4- Sr zU) 0>- Q GARDEN1 15 & PFRONT CANOPIES E## 3 O ' 1 TAMPER, 1 HI-LO� W 1R - 108 • i` 12♦8 i\ 127 126 • IL c� � — SYSTEM 7 - IRACK SYSTEM 1 FLOW, (1) TAMPERUNISEX UO LL F�z TOILET JANITOR CLOSET _ FIRE ALARM CONTROL PANEL BREAKROOM VESTIBULE CLASSROOM Q Q PROCESSING MONEY 103 12-j6 SPRINKLER 7 2 #1 TELEPHONE -Fj k e- C �UMP 114 VESTIBULE 109 WO�� CONTROLLER 00 0FIRE PUMP WOMEN'S MEN'SO ELECTRICAL < TOILET O 4 TOILET > ROOM 2 %) U.PICK-UP w O 2 �131 � • w 5 Qw Z W CONNECT TAMPER SWITCHES TO ALL VALVES ON INCOMING MAIN LINE AS APPLICABLE FIRE ALARM ANNUNCIATOR PANEL ORIGINAL CONNECTIRE PUMP MONITORING SENSORS ISSUE DATE: 04.15.02 PERMIT SET (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP ISSUE DATE: REVERSAL SENSORS. COORDINATE WITH SPRINKLER CONTRACTOR. CONSTRUCTION SET ISSUE DATE: f 03 2 FFRO T CFF�CE LA�C�T DRAWING NUMBER: I41 it *T"ll �0NoO- • FAA 6G,4LE 1/QII_,I-/TII FAl • SNFL FA01 02.22.02 i • • FIRE PF;i;TF;TbJN SUPERVISORY SYSTEM NOTES 1. A MICROPROCESSOR -BASED MULTIPLEX FIRE ALARM SYSTEM WITH ADDRESSABLE INITIATION DEVICES IS REQUIRED. THE RISER DIAGRAM IS BASED AROUND A MULTIPLEX ADDRESSABLE SYSTEM. THE FIRE ALARM SYSTEM SHALL FIE MONITORED BY AN APPROVED CENTRAL STATION MONITORING SERVICE. INTERFACE WILL BE FULLY LISTED AND APPROVED FOR THIS PURPOSE. 2. A MINIMUM OF 20% EXCESS CAPACITY IS REQUIRED ON EACH SIGNALING LINE CIRCUIT (SLC). 3. SIGNALING LINE CIRCUITS SHALL BE CLASS B, STYLE 4 MINIMUM. INITIATING DEVICE CIRCUITS SHALL BE CLASS B, STYLE B MINIMUM. NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B, STYLE Y MINIMUM. 4. WALL MOUNTED A/V UNITS SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN 96 INCHES ABOVE THE FINISHED FLOOR. 5. OUTDOOR DEVICES SHALL BE MOUNTED ON CAST WEATHERPROOF OUTLET BOXES (2 GANG BELL BOX) WITH RUBBER GASKET. 6. A 10" ELECTRIC BELL MOUNTED AT 10' ABOVE FINISHED GRADE IS REQUIRED ABOVE THE SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTION AND IS ACTIVATED UPON WATER FLOW. 7. THE 15 CD STROBE LIGHT SHALL BE PLACED WITHIN THE CONTROL ROOM AT 80 IN (2,O.z.O M':'.) ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE, OR SYSTEM OPERATION, TESTING, TURN OVER, WARRANTY, COMPLIANCE, AND AFTER MARKET SERVICE SHALL BE PROVIDED BY THE FIRE ALARM VENDOR. 8. THE FIRE ALARM VENDOR SHALL COORDINATE THE PROVISION & FINAL DEVICE INSTALLATION OF IN -ROOM SMOKE DETECTORS THROUGHOUT THE OFFICES WITH THE AHJ, IF REQUIRED. 9. EGRESS DOORS EQUIPPED WITH TIME DELAY HARDWARE SHALL HAVE APPROVED CONTROL DEVICES WHICH SHALL UNLOCK IN ACCORDANCE WITH THE FOLLOWING ITEMS: A. ACTUATION OF AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 9.7, OR UPON THE ACTUATION OF ANY HEAT DETECTOR OR ACTIVATION OF NOT MORE THAN TWO SMOKE DETECTORS OF AN APPROVED, SUPERVISED AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE WITH SECTION 9.6, NFPA 101 (2000). B. LOSS OF POWER CONTROLLING THE LOCK OR LOCKING MECHANISM. C. LOSS OF NORMAL AND EMERGENCY POWER TO THE BUILDING. D. LOSS OF POWER TO FIRE ALARM CONTROL PANEL. E. CAPABILITY OF BEING UNLOCKED MANUALLY BY A SIGNAL FROM AN EMERGENCY CONTROL STATION. F. THE INITIATION OF AN IRREVERSIBLE PROCESS THAT SHALL RELEASE THE LOCK WITHIN 15 SECONDS UPON APPLICATION OF A FORCE TO THE RELEASE DEVICE REQUIRED IN 7.2.1.5.4 THAT SHALL NOT BE REQUIRED TO EXCEED 15 LBF (67 N) NOR BE REQUIRED TO BE CONTINUOUSLY APPLILED FOR MORE THAN 3 SECONDS. THE INITIATION OF THE RELEASE PROCESS SHALL ACTIVATE AN AUDIBLE SIGNAL IN THE VICINITY OF THE DOOR. ONCE THE DOOR LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE RELEASING DEVICE, RELOCKING SHALL BE BY MANUAL MEANS ONLY. G. INITIATION OF THE IRREVERSIBLE PROCESS SHALL ACTIVATE AN AUDIBLE ALARM IN THE VICINITY OF THE DOOR. H. A SIGN HAVING BLOCK LETTERS OF 1 INCH (25 MM) IN HEIGHT SHALL BE PROVIDED ON THE DOOR ABOVE AND WITHIN 12 INCHES (305MM) OF THE RELEASE DEVICE STATING "PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 SECONDS." I. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A SPECIAL LOCKING DEVICE BEFORE ENTERING AN EXIT. 10. THE FIRE PROTECTION SUPERVISORY PANEL AND ANNUNICIATOR SHALL BE MOUNTED AT 60" TO CENTER OF BOX, ABOVE FINISH FLOOR. /_ 1 - 0 (TYPICAL OF ALL) FIRE PUMP PHASE REVERSAL FIRE PUMP POWER FAIL -��- FIRE PUMP RUN - _04 PUMP BY-PASS OS&Y #2 -Q PUMP BY-PASS OS&Y #1 Q PUMP TEST OS&Y #3 — -- 0 PUMP TEST OS&Y #2 T PUMP TEST OS&Y #1 PT. # POINT TO BE ANNUNCIATED AS DETECTOR DETAILS PT. # POINT TO BE ANNUNCIATED AS DETECTOR DETAILS FIRE ALARM SUPERVISORY ALARM TROUBLE FIRE ALARM SUPERVISORY ALARM TROUBLE 1 BELL TROUBLE X 46 DUCT DETECTOR RTU #9 X 2 HORN/STROBE TROUBLE X 47 DUCT DETECTOR RTU #10 X 3 SPARE 48 DUCT DETECTOR RTU #11 X 4 SPARE 49 DU(T DETECTOR RTU #12 X 5 SPARE 50 DU,"-'T DETECTOR RTU #13 X 6 SPARE 51 DUCT DETECTOR RTU #14 X 7 SPARE 52 DUCT DETECTOR RTU #15 X 8 SPARE 53 DUCT DETECTOR RTU #16 X 9 TELE/DATA ROOM SMOKE DETECT X 54 DUCT DETECTOR RTU #17 X 10 RISER #1 FLOW X 55 DUCT DETECTOR RTU #18 X 11 RISER #1 TAMPER X 56 DUCT DETECTOR RTU #19 X 12 RISER #2 FLOW X 57 DUCT DETECTOR RTU #20 X 13 RISER #2 TAMPER X 58 SPARE 14 RISER #3 FLOW X 59 SPARE 15 RISER #3 TAMPER X 60 SPARE 16 RISER #4 FLOW X 61 SPARE 17 RISER #4 TAMPER X 62 SPARE 18 RISER #5 PRESSURE FLOW X 63 TELE/COMP ROOM PULL X 19 RISER #5 TAMPER X 64 SERVICE DESK PULL X 20 RISER #5 HI -LOW AIR X 65 SALES FLOOR PULL X 21 RISER #6 PRESSURE FLOW X 66 SALES FLOOR PULL X 22 RISER #6 TAMPER X 67 SALES FLOOR PULL X 23 RISER #6 HI -LOW AIR X 68 SALES FLOOR PULL X 24 RISER #7 IN -RACK FLOW X 69 SALES FLOOR PULL X 25 RISER #7 IN -RACK TAMPER X 70 SALES FLOOR PULL X 26 MAIN OS&Y #1 TAMPER X 71 SALES FLOOR PULL X 27 MAIN OS&Y #2 TAMPER X 72 SALES FLOOR PULL X 28 PUMP TEST OS&Y #1 TAMPER X 73 SALES FLOOR PULL X 29 PUMP TEST OS&Y #2 TAMPER X 74 SALES FLOOR PULL X 30 PUMP TEST OS&Y #3 TAMPER X 75 SALES FLOOR PULL X 31 PUMP BY-PASS OS&Y #1 TAMPER X 76 SALES FLOOR PULL X 32 PUMP BY-PASS OS&Y #2 TAMPER X 77 SALES FLOOR PULL X 33 FIRE PUMP RUNNING X 78 SALES FLOOR PULL X 34 FIRE PUMP POWER FAIL X 79 SALES FLOOR PULL X 35 FIRE PUMP PHASE REVERSAL X 80 SALES FLOOR PULL X 36 SPARE 81 SALES FLOOR PULL X 37 SPARE 82 SALES FLOOR PULL X 38 DUCT DETECTOR RTU #1 X 83 SPI-ES FLOOR PULL X 39 DUCT DETECTOR RTU #2 X 84 40 DUCT DETECTOR RTU #3 X 85 41 DUCT DETECTOR RTU #4 X 86 42 DUCT DETECTOR RTU #5 X 87 43 DUCT DETECTOR RTU #6 X 88 44 DUCT DETECTOR RTU #7 X 89 45 DUCT DETECTOR RTU #8 X 90 All fire alarm wiring must annunciate a trouble alarm during open and ground fault conditions. Additionally all output circuits (Horns/Strobe) are required to annunciate a trouble alarm during a wire to wire short condition. The Fire Alarm System will be tested by the owner's representatives to the criteria of Tables 3-5 and 3-7.1 of the 1999 NFPA 72. DUCT DET RTU #20 DUCT DET RTU #19 DUCT DET RTU #18 SEQUENCE OF OPERATIONS O I— v) 0 _ Ln (D 0 z 0 NOTES: Li w Q 0- o n o CENTRAL STATION TO RECEIVE SEPARATE J w AND DISTINCT SIGNALS. o 0 a- 0 A) FIRE ALARM Y V) Q Q B) SUPERVISORY ALARM z w z v zo C) TROUBLE ALARM (n Q � 1— LL_ O LL_ O LL O LL O LL_ O z z O z z z z z U O O O O O W J m V U U U U 0 Q Q Q Q Q I— X X X ACTIVATES HORNS/STROBES X X X X X X TRANSMIT SIGNAL TO APPROVED CENTRAL STATION ALARM MONITORING SERVICE X _:E ACTIVATES EXTERIOR BELL X INDIVIDUAL RTU SHUTDOWN 9112 9112 9112 9112 POPEX 1 W a POPEX 2 (IF APPLICABLE) CLASS B, STYLE Y(-) (+) NAC CIRCUIT (+ +)2(-) MAC CIRCUIT (- WIRING METHODS ALWAYS BREAK A WIRE BEFORE CONNECTING IT TO A FIRE ALARM DEVICE, NEVER LOOP AN UNBROKEN WIRE UNDER ANY TERMINAL. CORRECT INCORRECT 6!b! CONNECT ONLY TWO WIRES UNDER EACH WIRE NUT OR TERMINAL. CORRECT INCORRECT CORRECT INCORRECT HORN/STROBE WIRING DIAGRAM (+) NAC CIRCUIT (+ (-) NAC CIRCUIT (- 1. OBSERVE POLARITY AND MAINTAIN CONSISTANCY THROUGHOUT ALL WIRING. 2. IDENTIFY CIRCUITS AT EACH TERMINATION AND AT POWER SUPPLY PANEL AS INDICATED ON DRAWING. 3. IDENTIFY END OF LINE RESISTOR LOCATION OF EVERY CIRCUIT SO IT IS VISABLE FROM THE FLOOR. 4. STROBE LIGHTS SHALL MOUNT TO A 4" SQUARE x 2 1/8 " DEEP. INDICATING [DEVICE DETAIL POPIT LAYOUT DETAIL fE my MW fMCR N.T.s. / MANUAL PULL STATION Omni LOOP Q0 I116R7 PU f t3 ErnSv F L 0 W HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • (D r E� U-) u 00 40 ! N Ey U I� 04 Lo p I C <D o w X O 3ti) N W Z ui —` M W CAL{� 00 W �a 1 Do oP Z N Q Q N Q Z LiJOQ >,:2 O 79 Of D W T) aaaa o�zX aaaa Q�zX POPII PN[L 0 0 0 E o 0 0 MAIN OS&Y #2 M DD DUCT DET RTU #17 ��yy �yy� • I I + + I I + i- �\ �T MAIN OS&Y # 1 NOTE: M DID DUCT DET RTU # 16 0 0 0 E10000 O O O 0 O CO LL FACP SHALL BE MONITORED BY D8127 D8127 D8127 D8127 C `� LA AN U.L. APPROVED CENTRAL LO ---�� RISER # 5 M DD DUCT DET RTU # 15 DATA DATA DATA DATA U POPIT POPIT PORT POPIT N MONITORING STATION VIA DACT. -)(+) L00 M M M M O Z m `A RISER #6 6151 M DIDDUCT DET RTU #14 I OO 1 ® OO 0= Ly TEL/COMP ROOM SMOKE NEGATNE (-) m POSITIVE + R U) wF RISER #1 T� M OD DUCT DET RTU # 1 3 ZONE EXPANSION LOOP) `UP TO 63 PORTS W M '9,L 5D DATA EXPANSION LOOP 4 U � Ch wF RISER #2 S�0 = 3 M M M M LU /JI�� 1— O M DO DUCT DET RTU # 12 D8127 D D8127 O D8127 O D8127 O z 3� wF POPIT POPIT POPIT POPIT RISER # 3 DATA DATA DATA DATA W U M DO DUCT DET RTU # 1 1 ZONEX POWER + - )(DATA - (+ LOOP -)(+) LOOP - (+ LOOP wF RISER #4 ZONEX COMMON ? ZONEX OUT 1 O O O O O 0 �. ZONEX IN 1 RADIONICS M DO DUCT DET RTU 10 (n " M M M M ZONEX IN 2 POSITIVE (+) VALVE TAMPER W O PF RISER 5 ZONE auT z BUTTERFLY CONTROL # D91 12 FIRE ALARM NEGATNE (-)- Q CONTROL PANEL � O ZONE EXPANSION LOOP �UP TO 63 PORTS SWITCH u F-- M CID DUCT DET RTU #9 D9112 O = POPIT SENSOR LOOP (TYPICAL OF TO 63 PLACES) T ^ � Q O -- PF RISER #6 COMMUNICATOR � � RJ 31 X 019 2 019 2 EXPANSION — 0 = 33K OHM END -OF -LINE RESISTOR (TYPICAL UP TO 63 PLACES) O w CO wF RISER IN -RACK 8132 M DD DUCT DET RTU 8 °d (0 LINE 1 # 30 = POPIT SWITCH BLOCK (TYPICAL UP TO 63 PLACES) F NLO M T RISER #1 LINE 2 M DO DUCT DE�O�O�T RTU #7 P�'�J1 = (MO M M M 8125 � �000 [DETAIL ---r� RISER #2 ® • M CID DUCT DET RTU #6 N.T 6. (� o_ .__I Q -- T RISER #3 - Q (, M DO DUCT DET RTU #5 } M M M M —�T}� RISER #4 1 O l L1J W M DD DUCT DET RTU #4 w RISER #5 ® v H/V H/V w —Q RISER #6 M DO DUCT DET RTU #3 w T I D1256 ANNUNCIATOR en M M M M T RISER IN -RACK M DO DUCT DET RTU #2 M DO DUCT DET RTU #1 C f -. M POPIT PANEL AT RISER LOCATION F 8 (21) MANUAL PULLS 1 JJ 00 F�I5EER D 1AGRA1""I z o U ® U U>_ LU 0 C) O LL g LL / L1J W LJL L. 1..1� LL CV UJCD LL LL U) _j U) Z H w W I J a J Y 5rr.��vr KNtc�rr-..S�S z3b�s� p�EfL �.�.�?c.r�s - ■ S, G� son IN H E Lu HOME CENTERS, INC. r L sax 1111 N. . Nc a sKtD�•! L. -7 1�,' I�iI 1�iIIi ';.. i' i.Ij '. i!i =•!S �Ijf� •: I • :b,I',ji!i •ii.fij I�'ji �i�iIiI l+aIjIlI'jIi� yj � ij �;Iii, ��Ii(�I�IiII;'i �'� ' t _ •• i�I' ;' �Ij j {ijlf�l!!,;,iIit . ij�I DDDiI C�O�L�SC T�H,FIajtII IS SHEET HAS BEEN REVISED TO INCORPORATE NEW BSE. • aREV ISIONS �-ND ms• Ara 8W W T N" DATE �mn DATE DESCRIPTIO VOL - GRID" HIS SHEET HAS BEEN REVISED BY ADDING AUDIBLE AND 3 UlK VISUAL DEVICES THROUGHOUT FACILITY, REVISION tC7 all A&A At 1 0 1i a2 I TAA ifc 9 K 1-3 I • ' I � i ! I I I II I I 1 ' SK 5L' I I� I I i II srcN-9 T ,� f j_ j i I i j i j i i � 1 I , . I I I i ! NOTE: ALL INITIATION DEVICES AND NOTIFICATION APPLIANCES LOCATED IN THE GARDEN CENTER SHALL BE WEATHERPROOF AND UL LISTED FOR SUCH USE. I 51-4 -1 0 �o i --�'► SEE 2-FA1 FOR ENLARGED OFFICE PLAN L.,,3 z I I � 7IJ Ft'�3; I�62- L� A )L :3-2 (1 LI li li [�pL. 1 SKt-3 f f• i t l ® S"2 � I OLE � 1 •t ' � I Z N H a Z0 } C; OM z � Wx ® U YQ 3� z04 v~i cnn ■ y W =to ' Z� z _ - W Ma al6 O ® U }- O z� Q U Li Li Y V)3Q V) F- (V Q i co Z Q o� > ri U W I) Ai SCALE 1 = 20 -0111 � U N co O C�J CO O 0 Z M Sym''BOL LEGEND ~ o� _� FIRE ALARM CONTROL PANEL ® 0 AUTOMATIC DETECTION AND SUPERVISORY SIGNALS U' M FIRE ALARM KEYPAD/ANNUNCIATOR Q SMOKE DETECTOR 8 Z MANUAL ALARM MANUAL PULL STATION (MOUNT ® 48" AFF) SMOKE DETECTOR IN DUCT WITH REMOTE -RESET -SWITC MOUNTED AT 6'-0" A.F.F. ON NEAREST COLUMN o SPEAKER/HORN (85 db ELECTRIC HORN) FLOW DETECTOR SWITCH rj� o HORN WITH STROBE (85 db HORN WITH 75 cd STROBE 0 80" APF) PRESSURE DETECTOR/SWITCH ~ Z Q t- -� w w� O\ STROBE ONLY (75 cd STROBE 0 80" AFF) TAMPER DETECTOR/SWITCH toCIDZN � B 0 u C6 EXTERIOR FIRE BELL (GONG) `o STROBE ONLY (100 cd STROBE ® 21 '-0" AFF) m I FIRE ALARM ANNUNCIATOR PANEL HORN WITH STROBE (95 db HORN WITH 100 cd STROBE ® 21'-0" AFF) + D• i mil" ! • 0—AEoV7-- CONNECT THE FOLLOWING DEVICES IN RISER ROOM: �� I RETURNS ® — —ALCM 136 — HLi YTM 1 _ SALES AREA 1 FLOW, 1 TAMPER STORAGE _ //i // \ . I\\ I 1 10 137 IZOL = / SYSTEM 2 SALES & STAGING AREAS 1 FLOW, 1 TAMPER L L = J J i FOYER ALCOVE �K1-W U i 2- SYSTEM 3 - SALES AREA 1 FLOW 1 TAMPER � DISTRICT 129 Y T M 4 - SALES, RECEIVING & OFFICE AREAS 1 FLOW, 1 TAMPER / -rr S1C1_l 106 /I /1\ ;\ MANAGER MANAGERT Q \ YTM 5 - GARDEN CENTER 1 PRESSURE FLOW; (1) TAMPER; (1) HI -LOW AIR / / / 133 132 - Z � ® m SYSTEM - GARDEN CENTER & FRONT CANOPIES 1 PRESSURE FLOW 1 TAMPER 1 HI-LOW�IR NISI x O YTM 7 - IN -RACK SYSTEM 1 FLOW, (1) TAMPER / UTILI �/ FIRE ALARM CONTROL PANEL BREAKROOM VESTIBULE02 JANITOR SPRINKLER PS 103 102 127 126 CLASSROOM } ® 0 B 1'� TELEPHONE 5(4&-'T /4WT S`�`i5 /3o6s7 ,e �aw�rr- o,D4� 115 PUMP 1� z� 3 s PROCESSING MONEY 125 U -� CONTROLLE 1 14 ® VESTIBULE 109 107 W w LL FIRE PUMP U) �----� � 1 WOMEN'S MEWS O o Q 4 O ELECTRICAL \ TOILET TOILET > ROOM 2. /) / \ I I co u. 112 PICK-UP "' a) / / 131 130 a) L''J oo uj L / \ _` _IIli 111 11 d U- Y/ o CO V/ a CONNECT TAMPER SWITCHES TO ALL VALVES - - ON INCOMING MAIN LINE AS APPLICABLE ® • IRE ALARM ANNUNCIATOR PANEL ORIGINAL CONNECT FIRE PUMP MONITORING SENSORS -- ISSUE DATE: 04.15.02 (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP PERMIT SET REVERSAL SENSORS. COORDINATE WITH SPRINKLER ISSUE DATE: CONTRACTOR. CONSTRUCTION SET ISSUE DATE: 2 FRONT OFFICE L fit � O U I DRAWING NUMBER: FAl SCALE FA1 SNFL FA01 02.22.02 r it Y • LOWEEV HOME CENTERS, INC. 3 P.O. BOX 1111 N. WILKESBORO, NC 28656 THIS SHEET HAS BEEN REVISED TO INCORPORATE NEW BASE. • • REVISIONS OPRE -BID SET POST BID SET ISSUE DATE � ISSUE DATE • � -- -- -_ _•_ _ � ` 8 OAT O STRUDESCRIPTION • N SHIFT THIS SHEET HAS BEEN REVISED BY ADDING AUDIBLE A D 12.12 € VISUAL DEVICES THROUGHOUT FACILITY. g REVISION #S i E - II 13 ___ _ i ❑ � 't � ♦/ j ♦ i s I I. I I O (0i O O i ! 1 ,�- .- --.------- -'--• --�-- • - -- �---_.--_._ _.__-,- -. i ! I O �O !O` I� ♦ / 1 I � � i � i � I I � '� I i! II� I � !I. I ii �! i - _--__.�-=-;I i • I i i I � I! i' ; �I i 1 i ' �� t� I j I I I (, I j 'j If � r 1 :i � ;l _� _ -`,- j ! ! ii I •ice i0_u=� r.---. • • ! I•i ! t' jj44 ( �� '( ! ! -jO�i; j Jn I _ ! �O T� I "�- �� '• i !—j I :, �.. � ! � � . i __ 1 ' i I .--__--__-. 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I � r ALL INITIATION DEVICES AND NOTIFICATION 1 U APPLIANCES LOCATED IN THE GARDEN CENTER J 5 HA -- --� _, , ` Ld SLL BE WEATHERPROOF AND UL LISTED FOR (n SUCH USE. € _.v» .......». »... SALES FL 00fP,, L ABOUT ,41 SCAL111 = 20I_0II Nti 0 40 ZN 0 0 0 �iiiilI 0 o0 SYMBOL LEGEND E� L'7 w Y 7'F P FIRE ALARM CONTROL PANEL O AUTOMATIC DETECTION AND SUPERVISORY SIGNALS J U C7 co RE'VE W Ew" D 11 Z ® FIRE ALARM KEYPAD/ANNUNCIATOR Q SMOKE DETECTOR 8 Y ,By: .. SMOKE DETECTOR IN DUCT WITH REMOTE RESET SWITCH U ;�� Sanford F!�,� �ieVerl�l�il I31�a � 0 MANUAL ALARM MANUAL PULL STATION (MOUNT @ 48" AFF) MOUNTED AT 6'-0" A.F.F. ON NEAREST COLUMN 0 Date. SPEAKER/HORN (85 db ELECTRIC HORN) FLOW DETECTOR/SWITCH C3 W O 1- O HORN WITH STROBE (85 db HORN WITH 75 cd STROBE @ 80" AFF) PRESSURE DETECTOR/SWITCH Q Q LO p\ STROBE ONLY (75 cd STROBE @ 80" AFF) TAMPER DETECTOR/SWITCH 0Z C'4RECEIVED Cfl B � EXTERIOR FIRE BELL (GONG) o; STROBE ONLY (100 cd STROBE @ 21'-0" AFF) u zM 00HORN WITH STROBE (95 db HORN WITH 100 cd STROBE @ 21'-0" AFF) d FIRE ALARM ANNUNCIATOR PANEL Q v I • 0 ca w O ALCOVE U --ALCOVE- 136 • • _ _ 137 U i I _ CONNECT THE FOLLOWING DEVICES IN RISER ROOM: CART • AI ; i; RETURNS SYSTEM # 11 - SALES AREA 1 FLOW, 1 TAMPER STORAGE i ! { / ti, ; 1 1 o FOYER ALCOVE S& STAGING AREAS 1 FLOW, 1 TAMPER �- 1 I SYSTEM 2 SALE 116 106 ;t DISTRICT ASSISTANT 129 �. U i SYSTEM 3 - SALES AREA 1 FLOW, 1 TAMPER MANAGER MANAGER SYSTEM 4 - SALES, RECEIVING & OFFICE AREAS 1 FLOW, 1 TAMPER / Z ® m 5 - GARDEN CENTER 1 PRESSURE FLOW, TAMPER, 1 HI -LOW AIR/ ` 133 132 �� SYSTEM UNISEX®_ C%) SYSTEM 6 - GARDEN CENTER & FRONT CANOPIES 1 PRESSURE FLOW, �1� 1TAMPER, �1� HI-LOW/ANR '�� TOILET JANITOR CLOSET SYSTEM 7 - IN -RACK SYSTEM 1 FLOW, (1) TAMPER / VESTIBULE 128 I— BREAKROOM 102 127 126 CLASSROOM r , � ® � � p FIRE ALARM CONTROL PANEL 103 125 V LL B LL SPRINKLER PIS 7 #2 #1 TELEPHONE PROCESSING MONEY PUMP115 PUMP 114 VESTIBULE O 0 CONTROLLER ® 1 1 1 WOMEN'S FIRE PUMP # < • j! 1'}•� TOILET TOILET (f)u. o 4 O ELECTRICAL LL -1 0*f i f ! �. 131 130 W W ` LL z ROOM -2 c, r # 112 TT PICK-UP U Q 3 CJ j 108 m • �p O� � U) O 1 cn a CONNECT TAMPER SWITCHES TO ALL VALVES ORIGINAL ON INCOMING MAIN LINE AS APPLICABLE ISSUE DATE: 04.15.02 FIRE ALARM ANNUNCIATOR PANEL PERMIT SET CONNECT FIRE PUMP MONITORING SENSORS - (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP ISSUE CONSTRUCTION SET REVERSAL SENSORS. COORDINATE WITH SPRINKLER ISSUE DATE: CONTRACTOR. � 2 F O II � T OFFICE L/4"� C L IT DRAWING NUMBER: �� C,4 �S I I_ I IFA1 s SNFL FA01 02.22.02 • • L a W Erov FIRE PROTECTION SUPERVISORY SYSTEM NOTES 1. A MICROPROCESSOR —BASED MULTIPLEX FIRE ALARM SYSTEM WITH ADDRESSABLE INITIATION DEVICES IS REQUIRED. THE RISER DIAGRAM IS BASED AROUND A MULTIPLEX ADDRESSABLE SYSTEM. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY AN APPROVED CENTRAL STATION MONITORING SERVICE. INTERFACE WILL BE FULLY LISTED AND APPROVED FOR THIS PURPOSE. 2. A MINIMUM OF 20% EXCESS CAPACITY IS REQUIRED ON EACH SIGNALING LINE CIRCUIT (SLC). 3. SIGNALING LINE CIRCUITS SHALL BE CLASS B, STYLE 4 MINIMUM. INITIATING DEVICE CIRCUITS SHALL BE CLASS B, STYLE B MINIMUM. NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B, STYLE Y MINIMUM. 4. WALL MOUNTED A/V UNITS SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN 96 INCHES ABOVE THE FINISHED FLOOR. 5. OUTDOOR DEVICES SHALL BE MOUNTED ON CAST WEATHERPROOF OUTLET BOXES (2 GANG BELL BOX) WITH RUBBER GASKET. 6. A 10" ELECTRIC BELL MOUNTED AT 10' ABOVE FINISHED GRADE IS REQUIRED ABOVE THE SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTION AND IS ACTIVATED UPON WATER FLOW. 7. THE 15 CD STROBE LIGHT SHALL BE PLACED WITHIN THE CONTROL ROOM AT 80 IN (2,030 MM) ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE, OR SYSTEM OPERATION, TESTING, TURN OVER, WARRANTY, COMPLIANCE, AND AFTER MARKET SEi<VICE SHALL BE PROVIDED BY THE FIRE ALARM VENDOR. 8. THE FIRE ALARM VENDOR SHALL COORDINATE THE PROVISION & FINAL DEVICE INSTALLATION OF IN -ROOM SMOKE DETECTORS THROUGHOUT THE OFFICES WITH THE AHJ, IF REQUIRED. 9. EGRESS DOORS EQUIPPED WITH TIME DELAY HARDWARE SHALL HAVE APPROVED CONTROL DEVICES WHICH SHALL UNLOCK IN ACCORDANCE WITH THE FOLLOWING ITEMS: A. ACTUATION OF AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM INSTALLc=D IN ACCORDANCE WITH SECTION 9.7, OR UPON THE ACTUATION OF ANY HEAT DETECTOR OR ACTIVATION OF NOT MORE THAN TWO SMOKE DETECTORS OF AN APPROVED, SUPERVISED AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE WITH SECTION 9.6, NFPA 101 (2000). B. LOSS OF POWER CONTROLLING THE LOCK OR LOCKING MECHANISM. C. LOSS OF NORMAL AND EMERGENCY POWER TO THE BUILDING_ D. LOSS OF POWER TO FIRE ALARM CONTROL PANEL. E. CAPABILITY OF BEING UNLOCKED MANUALLY BY A SIGNAL FROM AN EMERGENCY CONTROL STATION. F. THE INITIATION OF AN IRREVERSIBLE PROCESS THAT SHALL RELEASE THE LOCK WITHIN 15 SECONDS UPON APPLICATION OF A FORCE TO THE RELEASE DEVICE REQUIRED IN 7.2.1.5.4 THAT SHALL NOT BE REQUIRED TO EXCEED 15 LBF (67 N) NOR BE REQUIRED TO BE CONTINUOUSLY APPLILED FOR MORE THAN 3 SECONDS. THE INITIATION OF THE RELEASE PROCESS SHALL ACTIVATE AN AUDIBLE SIGNAL IN THE VICINITY OF THE DOOR. ONCE THE DOOR LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE RELEASING DEVICE, RELOCKING SHALL BE BY MANUAL MEANS ONLY. G. INITIATION OF THE IRREVERSIBLE PROCESS SHALL ACTIVATE AN AUDIBLE ALARM IN THE VICINITY OF THE DOOR_ H. A SIGN HAVING BLOCK LETTERS OF 1 INCH (25 MM) IN HEIGHT SHALL BE PROVIDED ON THE DOOR ABOVE AND WITHIN 12 INCHES (305MM) OF THE RELEASE DEVICE STATING "PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 SECONDS." I. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A SPECIAL LOCKING DEVICE BEFORE ENTERING AN EXIT. 10. THE FIRE PROTECTION SUPERVISORY PANEL AND ANNUNICIATOR SHALL BE MOUNTED AT 60" TO CENTER OF BOX, ABOVE FINISH FLOOR. POPIT PANEL AT RISER LOCATION POINT TO BE ANNUNCIATED AS DETECTOR DETAILS PT. # POINT TO BE ANNUNCIATED AS DETECTOR DETAILS PT # FIRE ALARM SUPERVISORY ALARM TROUBLE FIRE ALARM SUPERVISORY ALARM TROUBLE 46 DUCT DETECTOR RTU #9 X 1 BELL TROUBLE X 2 HORN/STROBE TROUBLE X 47 DUCT DETECTOR RTU #10 X 3 SPARE 48 DUCT DETECTOR RTU #11 X 4 SPARE 49 DUCT DETECTOR RTU #12 X 5 SPARE 50 DUCT DETECTOR RTU #13 X 6 SPARE 51 DUCT DETECTOR RTU #14 X 7 SPARE 52 DUCT DETECTOR RTU #15 X g SPARE 53 DUCT DETECTOR RTU #16 X 9 TELE/DATA ROOM SMOKE DETECT X 54 DUCT DETECTOR RTU #17 X 10 11 12 RISER #1 FLOW RISER #1 TAMPER RISER #2 FLOW X X X 55 56 57 DUCT DETECTOR RTU #18 DUCT DETECTOR RTU #19 DUCT DETECTOR RTU #20 X X X 13 RISER #2 TAMPER X 58 SPARE 14 RISER 3 FLOW X 59 SPARE 15 16 RISER #3 TAMPER RISER #4 FLOW X X 60 61 SPARE SPARE 17 RISER 4 TAMPER X 62 SPARE. 18 RISER 5 PRESSURE FLOW X 63 TELE/COMP ROOM PULL X 19 RISER #5 TAMPER X 64 SERVICE DESK PULL X 65 SALES FLOOR PULL X 20 RISER #5 HI —LOW AIR X 21 RISER 6 PRESSURE FLOW X 66 SALES FLOOR PULL X 22 23 24 25 RISER #6 TAMPER RISER #6 HI —LOW AIR RISER #7 IN —RACK FLOW RISER #7 IN —RACK TAMPER X X X X 67 68 69 70 SALES FLOOR PULL SALES FLOOR PULL SALES FLOOR PULL SALES FLOOR PULL X X X X 26 MAIN OS&Y #1 TAMPER X 71 SALES FLOOR PULL X 27 MAIN OS&Y #2 TAMPER X 72 SALES FLOOR PULL X 28 PUMP TEST OS&Y #1 TAMPER X SALES FLOOR PULL X 29 PUMP TEST OS&Y #2 TAMPER X ff75 SALES FLOOR PULL X 30 PUMP TEST OS&Y #3 TAMPER X SALES FLOOR PULL X 31 PUMP BY—PASS OS&Y #1 TAMPER X 76 SALES FLOOR PULL X 32 PUMP BY—PASS OS&Y #2 TAMPER X 77 SALES FLOOR PULL X 33 FIRE PUMP RUNNING X 78 SALES FLOOR PULL X 34 FIRE PUMP POWER FAIL X 79 SALES FLOOR PULL X 35 FIRE PUMP PHASE REVERSAL X 80 SALES FLOOR PULL X 36 SPARE 81 SALES FLOOR PULL X 37 SPARE 82 SALES FLOOR PULL X 38 DUCT DETECTOR RTU #1 X 83 SALES FLOOR PULL X 39 DUCT DETECTOR RTU #2 X 84 40 DUCT DETECTOR RTU #3 X 85 41 DUCT DETECTOR RTU #4 X 86 42 DUCT DETECTOR RTU #5 X 87 43 DUCT DETECTOR RTU #6 X 88 44 DUCT DETECTOR RTU #7 X 89 45 DUCT DETECTOR RTU #8 X 90 All fire alarm wiring must annunciate a trouble alarm during open and ground fault conditions. Additionally all output circuits (Horns/Strobe) are required to annunciate a trouble alarm during a wire to wire short condition. The Fire Alarm System will be tested by the owner's representatives to the criteria of Tables 3-5 and 3-7.1 of the 1999 NFPA 72. (TYPICAL OF ALL) FIRE PUMP PHASE REVERSAL FIRE PUMP POWER FAIL FIRE PUMP RUN — --.-� PUMP BY-PASS OS&Y #2 -- PUMP BY-PASS OS&Y #1 _ -- PUMP TEST OS&Y #3 _ -- PUMP TEST OS&Y #2 — — --� PUMP TEST OS&Y #1 --� MAIN OS&Y #2 MAIN OS&Y #1 NOTE: FACP SHALL BE MONITORED BY — LA RISER #5 AN U.L. APPROVED CENTRAL MONITORING STATION VIA DACT. — u RISER #6 17 `S�9 TEL/COMP ROOM SMOKE WF RISER #1 �,p SD — WF RISER #2 S�0 — WF RISER #3 — wF RISER #4 PF RISER #5 PF RISER #6 RJ31 X WF RISER IN -RACK LINE 1 E:1- --a RISER #1 LINE 2 -I- T RISER #2 RISER #3 ----(D RISER #4 ---a RISER #5 T RISER #6 (-T�� RISER IN -RACK 5CALE O RADIONICS D9112 FIRE ALARM CONTROL PANEL 8132 0192 0192 F81251 H/V H D1256 ANNUNCIATOR 1-@ owe (21) MANUAL PULLS N.T.5. DUCT DET RTU #20 DUCT DET RTU #19 DUCT DET RTU # 18 DUCT DET RTU # 17 DUCT DET RTU #16 DUCT DET RTU #15 DUCT DET RTU #14 DUCT DET RTU #13 DUCT DET RTU #12 DUCT DET RTU #11 DUCT DET RTU #10 DUCT DET RTU #9 DUCT DET RTU #8 DUCT DET RTU #7 DUCT DET RTU #6 DUCT DET RTU #5 DUCT DET RTU #4 DUCT DET RTU #3 DUCT DET RTU #2 DUCT DET RTU #1 SEQUENCE OF OPERATIONS U H- Cn Cn p Z Of O 0 v NOTES: a W w v � W CENTRAL STATION TO RECEIVE SEPARATE Q o J Q w AND DISTINCT SIGNALS. o�O 0 a- 0 A FIRE ALARM ) J `'_ W Y V) Q U Q B) SUPERVISORY ALARM � z Q I- z C) TROUBLE ALARM Cn Cr � CD O I= L 0 L 0 IL 0 LL 0 IL 0 Q z O Z_ z z z z U O O O O O W Q Q Q Q Q J m > > > > > > F— I— F I— F— Q O Q Q Q Q X X X ACTIVATES HORNS/STROBES TRANSMIT SIGNAL TO APPROVED CENTRAL STATION X X X X X X ALARM MONITORING SERVICE X 7nACTIVATES EXTERIOR BELL X INDIVIDUAL RTU SHUTDOWN 9112 9112 9112 9112 POPEX 1 a � a a 33a-35 a a a I I + + ZONEX POWER + ZONEX COMMON ZONEX OUT 1 ZONEX IN 1 ZONE OUT 2 ZONEX IN 2 D9112 COMMUNICATOR 6GAL. POPEX 2 (IF APPLICABLE) n ti�� c aaaa pC-.ZX + + SCALE f- WIRING METHODS ALWAYS BREAK A WIRE BEFORE CONNECTING IT TO A FIRE ALARM DEVICE, NEVER LOOP AN UNBROKEN WIRE UNDER ANY TERMINAL. CORRECT INCORRECT CONNECT ONLY TWO WIRES UNDER EACH WIRE NUT OR TERMINAL. CORRECT INCORRECT CORRECT INCORRECT HORN/STROBE WIRING DIAGRAM IN WT In VVI CLASS 8, STYLE Y(-) (+) NAC CIRCUIT (+) (+) NAC CIRCUIT (+) MAC CIRCUIT (-) (-) MAC CIRCUIT (-) 1. OBSERVE POLARITY AND MAINTAIN CONSISTANCY THROUGHOUT ALL WIRING. 2. IDENTIFY CIRCUITS AT EACH TERMINATION AND AT POWER SUPPLY PANEL AS INDICATED ON DRAWING. 3. IDENTIFY END OF LINE RESISTOR LOCATION OF EVERY CIRCUIT SO IT IS VISABLE FROM THE FLOOR. 4. STROBE LIGHTS SHALL MOUNT TO A 4" SQUARE x 2 1/8 " DEEP. I INS f CATING DEVICE DETAIL POPIT LAYOUT DETAIL D8127 D8127 D8127 D8127 PORT POPIT POPIT POPIT DATA DATA DATA DATA -}(+) LOOP -)(+) LOOP -)(+) LOOP -)(+) LOOP 1 ® 1 (D 1 NECATNE (-} POSITIVE (+) ZONE EXPANSION LOOP �UP TO 63 PORTS MO 0® ® ® D8127 D8127 D8127 D8127 POPIT POPIT POPIT POPIT DATYl)I nnpLOOP LOOP -1(DTDATA 1LOOP'-)(+) LOOP Q Q All � ( IQ NEGATIVE(-) POSITIVE (+) ZONE EXPANSION LOOP UP TO 63 PORTS (D = POPIT SENSOR LOOP (TYPICAL OF TO 63 PLACES) EXPO ESN 2) = 33K i'HM END -OF -LINE RESISTOR (TYPICAL UP TO 63 PLACES) 3O = POPIT SWITCH BLOCK (TYPICAL UP TO 63 PLACES) F��f < < FIRE ALARM SYSTEM LEGEND > > FPSP FIRE PROTECTION SUPERVISORY PANEL RADIONICS 9112 DD DUCT SMOKE DETECTOR LA LOW AIR SUPERVISORY SWITCH I- DRY NORMALLY OPEN CONTACTS MOUNT 0 60" AFF TO CENTER P ANN. REMOTE ANNUNCIATOR M MONITOR MODULE T O SPRINKLER SYSTEM CONTROL VALVE SUPERVISORY TAMPER SWITCH END OF LINE RESISTOR /DEVICE RADIONICS D1256 MOUNT 0 60" AFF TO CENTER ❑ RADIONICS D9127U FORT ❑MANUAL F PULL STATION Og WATERFLOW ALARM BELL SD SMOKE DETECTOR Ax REVISION N0. X MOUNTED AT 48" AFF RADIONICS D461 H/V HORN / STROBE (83 dBA / 75 cd) AS-121575W-FR O WATER FLOW INDICATOR SWITCH O P WATERFLOW ALARM PRESSURE SWITCH N.O. NORMALLY OPEN SLC SIGNALLING LINE CIRCUIT IDC INITIATING DEVICE CIRCUIT MNF MANUFACTURER NAC NOTIFICATION APPLIANCE CIRCUIT TEL TROUBLE WP WEATHERPROOF ifWIN N.T.S. N.T.S. MANUAL PULL STATION DATA EXPANSION LOOP BUTTERFLY CONTROL VALVE TAMPER S1WInTCH T WIRE LEGEND A INITIATING DEVICE COMMUNICATION CIRCUIT P# 6E B NOTIFICATION CIRCUIT 1pr #14 AWG TWISTED C FIRE ALARM SYSTEM ANNUNICATORS 2pr #18s TWISTED (ONE pr FOR COMMUNICATION AND ONE pr FOR POWER TO COME FROM THE KEYPAD AUX POWER IN THE D9112 FIRE ALARM PANEL) D DATA COMMUNICATION CIRCUIT 18 AWG 4 CONDUCTOR TWISTED, 6 TWIST PER FOOT MIN. MULTIPLE CABLES NOTE: F.A. ANNUNICATOR CIRCUITS BOTH COMMUNICATION AND POWER CAN BE T-TAPPED THIS IS THE ONLY CIRCUIT THAT CAN BE T-TAPPED. HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • REVISIONS OPRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 12.121 REVISION #8 (D c� r ON z t ' E-i U r Z l(DD p F O 111) 0 wx U __jL 3 0 "� �€ � tV ZN T .. NN W V)G a w I Ann z Z r4) LJJ� L]e T k V m W I Z I W �� • O or-- UT___ O Z N U Lv Q C Q O Z j�< i U w J J J DRAWING NUMBER: L SNFL FA02 02.22.02 1 5K7-1 ! ffDL I! t 1 I I I , ! I e i o I , i I • l (I SKs-i e I I e TG : a 1010 1 0 I I r I t t E 0 0 ri 1i II 1 t e t I o I ' ! I r I ' j ! I li i II i I �e I i I I i o o 0 I I ' i i I ! i I ' I fl II , a 1 it c- 6 t- 111 SKG•-( — I I I� i O O� I: i _ jII I ' I 1 I i i I O j i I; i. V � ii i I I li I ! ( I i I• i ` dl i Ji J o 0 I 0 ! I li SOL D L_ I I i A • SEE 2-FA1 FOR ENLARGED OFFICE PLAN ® Fr,,z NOTE: ALL INITIATION DEVICES AND NOTIFICATION APPLIANCES LOCATED IN THE GARDEN CENTER SHALL BE WEATHERPROOF AND UL LISTED FOR SUCH USE. i Eo L i SIC2-( t got- j sr:t-3 i 0 ,it U2 I � N . S ` N� • a Z tD tD OM z ® ®�; W - Qt'v�im ® W to try W Ma 1 E° O O r o Z N > UwLi y U) � Q Q F- � Utoz Ljo� U W In SALES FLOOFP.-,LAYOUT • t-11 SCALE 120t-011 N U O !O CO O O Z M Ron oU) SYMBOL LEGEND FmqCID FIRE ALARM CONTROL PANEL O AUTOMATIC DETECTION AND SUPERVISORY SIGNALSSLAM u co FIRE ALARM KEYPAD/ANNUNCIATOR Q SMOKE DETECTOR elo$ Z ® N N (MOUNT ® 4 " AFF 2 SMOKE DETECTOR IN DUCT WITH REMOTE RESET SWITC MANUAL ALARM MANUAL PULL STATION ( OU 8 ) MOUNTED AT 6'-0" A.F.F. ON NEAREST COLUMN c SPEAKER/HORN (85 db ELECTRIC HORN) x FLOW DETECTOR SWITCH O v O HORN WITH STROBE (85 db HORN WITH 75 cd STROBE 0 80" AFF) PRESSURE DETECTOR/SWITCH z 00 �u') p; STROBE ONLY (75 cd STROBE 0 80" AFF) TAMPER DETECTOR/SWITCH Z 0 CI D U � M ®� EXTERIOR FIRE BELL (GONG) �o STROBE ONLY (100 cd STROBE ® 21'-0" AFF) = M I • • FIRE ALARM ANNUNCIATOR PANEL HORN WITH STROBE (95 db HORN WITH 100 cd STROBE 0 21'-0" AFF) • m 0 CONNECT T F WIN VI IN RISER M: ' / /1\ \ — RETURNS �3 Uv� 136 — • ® COL c -J Y T M 1- SALES AREA 1 FLOW, 1 TAMPER STORAGE / I / \ I 1 10 ALCOVE SKI- Z G v SYSTEM 2 - SALES & STAGING AREAS 1 FLOW, 1 TAMPER 11 g L L = j j / FOYER 129 L1J i/ Y TE M #3- SALES AREA 1 FLOW, 1 TAMPER �L 106 1 Y T M 4 - SALES, RECEIVING & OFFICE AREAS 1 FLOW, 1 TAMPER - - SKt--i � MANAGER DISTRICT ASSISTANT / � /; /\ \ MANAGER MANAGER \ SY T M #5 - GARDEN CENTER 1 PRESSURE FLOW, (1) TAMPER, (1) HI -LOW AIR � / / � � c � _ Y T M 7 _ GARDEN CENTER & FRONT CANOPIES 1 PRESSURE FLOW, 1 TAMPER, 1 HI-LOW�IRR i , _ J 133 132 N SEX UTIL ® m SYSTEM IN RACK SYSTEM 1 FLOW, (1) TAMPER VESTIBULE TOILET JANITOR � �= FIRE ALARM CONTROL PANEL BREAKROOM 102 t 28 127L116J CLASSROOM }' ® ® C B SPRINKLER /1 TELEPHONE-5(1r-"'T "16+`T 5`{V5 �3o6SW4 PROCESSING MONEY P`v4� �oo4.ts 103 1 15 PUMP 1 14 J' 2' 3 VESTIBULE 109 107 ® 125 W �y/LL LL. CONTROL E — ® 1 t 1 �— I� n Q FIRE PUMP 1 I WOMEN'S MEN'S O ` O L 4 O ELECTRICAL < / / \ �\ TOILET LET W ROOM*{2 / I / \ 131 130 ® o 112 PICK-UP c• _ L �' W W L9 Li. ,. ,. a O Q CONNECT TAMPER SWITCHES TO ALL VALVES - a ON INCOMING MAIN LINE AS APPLICABLE FIRE ALARM ANNUNCIATOR PANEL ORIGINAL ISSUE DATE: 04.15.02 CONNECT FIRE PUMP MONITORING SENSORS --- PERMIT SET (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP ISSUE DATE: REVERSAL SENSORS. COORDINATE WITH SPRINKLER CONSTRUCTION SET CONTRACTOR. ISSUE DATE: 2 FRONT OFFICE LA,,rOUT DRAWING NUMBER: FAI SCALE FA1 SNFL FA01 02.22.02 0 m EWE EMS 0 3 HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 26656 THIS SHEET HAS BEEN REVISED TO INCORPORATE NEW BASE. ® REVISIONS • • �-� ���� PRE -BID SET POST BID SET _ _,—� �_— — _ _. —_ — — ---- -- _ - — — T— — • ISSUE DATE ISSUE DATE __�__ _ m___ - -- -��-- �� � —_ - _ � � _�_ DATE DESCRIPTION �o� �T' _.. \ 8 3SHIFT — I 05. 2 STRUCT_ GRID - _ -- - --- ---- - — — -_- __ - - --.�. - -- - - -r -- - - - - - - - - -___.. --- -_--- -- -T _ _ --- - -- THIS SHEET HAS BEEN REVISED BY ADDING AUDIBLE AND 12.12 -----._ .�_ _.__------_------.__._..----�.----.___. �-_-----_..----.�.___-------_�._----------_-_---------__., _---___.._ _.-_---_--_. �,� �V I S U A L DEVICES THROUGHOUT FACILITY. g REVISION 8 _ ---� i X El i IJ (\�����/�� IL_.t�='t..'3�....-, ='a_' r e' -t "T__._ � . *.>:. '� �'_J •. � ��-��.:.,,.,.�..S.�.T._ • � • (j`a'jl'� �� (� ;I� I •---.__--t`---..__ __ _ r`_._ I ! i Y i--r_..-' I � � : j I !I I I t II II j o- k. 7 v ( '�' I. i li• ; it it E Vi 1! - -_- - - - i I!. i 1 / \ / I O !1 I / o I ♦/ o i \ .I I I' If / ♦ it `. 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IEEz- ' ►�(�LN��ii(7� II - a I if W i 0 Z i O\ __ if _� I ' i — YIL�\I • f �i Ju _\ B __! iiI'I -- • ____-Ii!.��-' I xV. .1I!IIijI �f -_—�_-•'iiIjI --__--��.7 ,�i �._. '!II!II -fI_"� --iiII i 1(!c!�' .�Ii_j�I:;iilI I ,__l �'i� �.�_II __ !_�I l I II �'(( �®�•,_-- __-_'_._�-. y_'._:' O c_A/.,te.__-/—_-_ �__�".-_I .❑____-..._.-_.._..,,---�.._._..___.._.._ .._-- a.. .—.— i /• ♦ — � _.� :0/ ♦ I��! �» `:iji .: 0/ E \ ° I' •� _1,03 !�IjII ;—!f��� -(�! . _ ._I.- — \� ..�,-"r __ ❑-""--O- .__-._ '-_ '°t4`��-^tE�it--�---r'-/,j ♦ _lK r_13_211',�j -..__..._. ,._ {ij •._ !I ___ I� � cc••_— - - r— ® • at- - CG ..._'s$ rV rw, OMUOoI - WCD -I I I N_------ o® ❑ p' �r_ Q-----------_---_--_—. -- _ 3I UO a Lu it — !U��.. -i j F_ TI - zU SEE 2-FA1 FOR ENLARGED OFFICE PLAN —I / zdf�C� O QU�o • JJJ. ✓ ALL INITIATION DEVICES AND NOTIFICATION APPLIANCES LOCATED IN THE GARDEN CENTERIF UU `SHALL BE WEATHERPROOF AND UL LISTED FOR SUCH USE. SALES FLOOfR LAIUT co FAl SCALE 1 20-0 Nz40 0 c6 SYMBOL LEGENDoil U) 6 w(.0 M ]EWEr" AUTOMATIC DETECTION AND SUPERVISORY SIGNA4 LS JcoF P FIRE ALARM CONTROL PANEL O ® FIRE ALARM KEYPAD/ANNUNCIATOR SMOKE DETECTOR Z Sanford Fire Prevention �Ays SMOKE DETECTOR IN DUCT WITH REMOTE RESET SWITCH MANUAL ALARM MANUAL PULL STATION (MOUNT @ 48" AFF) MOUNTED AT 6'-0"A.FF_ ON NEAREST COLUMN Date: 1 SPEAKER/HORN (85 db ELECTRIC HORN) FLOW DETECTOR/SWITCH C3 w O F_ OO HORN WITH STROBE (85 db HORN WITH 75 cd STROBE @ 80" AFF) PRESSURE DETECTOR/SWITCH Q d w o0 00 STROBE ONLY (75 cd STROBE @ 80" AFF) TAMPER DETECTOR/SWITCH 40 RECE ECEp\ � co JAN 9 B� EXTERIOR FIRE BELL (GONG) STROBE ONLY (100 cd STROBE @ 21'-0" AFF) u r cy) FIRE ALARM ANNUNCIATOR PANEL HORN WITH STROBE (95 db HORN WITH 100 cd STROBE 21'-0" AFF)ANN W OALCOVE —ALCOVE- RETURNS CONNECT THE FOLLOWING DEVICES IN RISER ROOM: �ALCOVE U T0SYSTEM #1 - SALES AREA FLOW, Ill AMPER STORAGE W 0 SYSTEM 2 - SALES & STAGING AREAS 1 FLOW1 TAMPER FOYER T < U p 106 T SYSTEM 3 - SALES AREA 1 FLOW, 1 TAMPER MANAGER MANAGERU) SYSTEM SALES, RECEIVING & OFFICE AREAS 1 FLOW, 1 TAMPER ® m SYSTEM GARDEN CENTER 1 PRESSURE FLOW�13 TAMPER, (1 HI -LOW Al // UNISEX UO %)SYSTEM 6 - GARDEN CENTER & FRONT CANOPIES 1 PRESSURE FLOW, 1TAMPER, 1) HI-LOWTOILET HI -LOW/ JANITORCLOSET SYSTEM 7 - IN -RACK SYSTEM 1 FLOW, (1) TAMPER BREAKROOM VESTIBULE 127 CL25SROOM ® ® FIRE ALARM CONTROL PANEL U SPRINKLER PROCESSING MONEY �u- Q # I VESTIBULE BULE 108 S �o �® PUMP � ® ®Q 000NTROLLER O WOMEN oFIRE PUMP ELECTRICAL 1TOILET TOILET > 4 O ROOM#2 CTIW LL oZZ • W3 112 7 PICK-UP Wp wz OQ CONNECT TAMPER SWITCHES TO ALL VALVES ON INCOMING MAIN LINE AS APPLICABLE ORIGINAL ISSUE DATE: 04.15.02 FIRE ALARM ANNUNCIATOR PANEL PERMIT SET CONNECT FIRE PUMP MONITORING SENSORS ISSUE DATE: (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP CONSTRUCTION ET �Lowrr REVERSAL SENSORS. COORDINATE WITH SPRINKLER ISSUE DATE: CONTRACTOR. 2 F ONT CFFjCLA�CUT DRAWING NUMBER:� I- o J FAA SCALE 1/0 1 C _ 0 FA1 SNFL FA01 02.22.02 • a W ErSo FIRE Fh;TECTC`I SUPERVISORY SYSTEM NOTES 1. A MICROPROCESSOR —BASED MULTIPLEX FIRE ALARM SYSTEM WITH ADDRESSABLE INITIATION DEVICES IS REQUIRED. THE RISER DIAGRAM IS BASED AROUND A MULTIPLEX ADDRESSABLE SYSTEM. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY AN APPROVED CENTRAL STATION MONITORING SERVICE. INTERFACE WILL BE FULLY LISTED AND APPROVED FOR THIS PURPOSE. 2. A MINIMUM OF 20% EXCESS CAPACITY IS REQUIRED ON EACH SIGNALING LINE CIRCUIT (SLC). 3. SIGNALING LINE CIRCUITS SHALL BE CLASS B, STYLE 4 MINIMUM. INITIATING DEVICE CIRCUITS SHALL BE CLASS B, STYLE B MINIMUM. NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B, STYLE Y MINIMUM. 4. WALL MOUNTED A/V UNITS SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN 96 INCHES ABOVE THE FINISHED FLOOR. 5. OUTDOOR DEVICES SHALL BE MOUNTED ON CAST WEATHERPROOF OUTLET BOXES (2 GANG BELL BOX) WITH RUBBER GASKET. 6. A 10" ELECTRIC BELL MOUNTED AT 10' ABOVE FINISHED GRADE IS REQUIRED ABOVE THE SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTION AND IS ACTIVATED UPON WATER FLOW. 7. THE 15 CD STROBE LIGHT SHALL BE PLACED WITHIN THE CONTROL ROOM AT 80 IN (2,030 MM) ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE, OR SYSTEM OPERATION, TESTING, TURN OVER, WARRANTY, COMPLIANCE, AND AFTER MARKET SER/ICE SHALL BE PROVIDED BY THE FIRE ALARM VENDOR. 8. THE FIRE ALARM VENDOR SHALL COORDINATE THE PROVISION & FINAL DEVICE INSTALLATION OF IN -ROOM SMOKE DETECTORS THROUGHOUT THE OFFICES WITH THE AHJ, IF REQUIRED. 9. EGRESS DOORS EQUIPPED WITH TIME DELAY HARDWARE SHALL HAVE APPROVED CONTROL DEVICES WHICH SHALL UNLOCK IN ACCORDANCE WITH THE FOLLOWING ITEMS: A. ACTUATION OF AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 9.7, OR UPON THE ACTUATION OF ANY HEAT DETECTOR OR ACTIVATION OF NOT MORE THAN TWO SMOKE DETECTORS OF AN APPROVED, SUPERVISED AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE WITH SECTION 9.6, NFPA 101 (2000). B. LOSS OF POWER CONTROLLING THE LOCK OR LOCKING MECHANISM. C. LOSS OF NORMAL AND EMERGENCY POWER TO THE BUILDING. D. LOSS OF POWER TO FIRE ALARM CONTROL PANEL. E. CAPABILITY OF BEING UNLOCKED MANUALLY BY A SIGNAL FROM AN EMERGENCY CONTROL STATION. F. THE INITIATION OF AN IRREVERSIBLE PROCESS THAT SHALL RELEASE THE LOCK WITHIN 15 SECONDS UPON APPLICATION OF A FORCE TO THE RELEASE DEVICE REQUIRED IN 7.2.1.5.4 THAT SHALL NOT BE REQUIRED TO EXCEED 15 LBF (67 N) NOR BE REQUIRED TO BE CONTINUOUSLY APPLILED FOR MORE THAN 3 SECONDS. THE INITIATION OF THE RELEASE PROCESS SHALL ACTIVATE AN AUDIBLE SIGNAL IN THE VICINITY OF THE DOOR. ONCE THE DOOR LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE RELEASING DEVICE, RELOCKING SHALL BE BY MANUAL MEANS ONLY- G. INITIATION OF THE IRREVERSIBLE PROCESS SHALL ACTIVATE AN AUDIBLE ALARM IN THE VICINITY OF THE DOOR. H. A SIGN HAVING BLOCK LETTERS OF 1 INCH (25 MM) IN HEIGHT SHALL BE PROVIDED ON THE DOOR ABOVE AND WITHIN 12 INCHES (305MM) OF THE RELEASE DEVICE STATING "PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 SECONDS." I. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A SPECIAL LOCKING DEVICE BEFORE ENTERING AN EXIT. 10. THE FIRE PROTECTION SUPERVISORY PANEL AND ANNUNICIATOR SHALL BE MOUNTED AT 60" TO CENTER OF BOX, ABOVE FINISH FLOOR. POPIT PANEL AT RISER LOCATION 1 - (TYPICAL OF ALL) FIRE PUMP PHASE REVERSAL FIRE PUMP POWER FAIL — -- �I- FIRE PUMP RUN ---(� PUMP BY-PASS OS&Y #2 ---� PUMP BY-PASS OS&Y #1 T PUMP TEST OS&Y #3 rT PUMP TEST OS&Y #2 ---Q� PUMP TEST OS&Y #1 T MAIN OS&Y #2 — MAIN OS&Y #1 ---� RISER #5 RISER #6 6S WF RISER #1 �. wF RISER #2 WF RISER #3 WF RISER #4 PF RISER #5 PF RISER #6 F wF RISER IN -RACK LINE 1 --�T RISER #1 LINE 2 T RISER #2 -- RISER #3 ---04 RISER #4 ---a RISER #5 -� RISER #6 RISER IN -RACK ,bCALF= N.T.S. DUCT DET RTU #20 DUCT DET RTU # 19 DUCT DET RTU # 18 DUCT DET RTU # 17 DUCT DET RTU #16 DUCT DET RTU #15 DUCT DET RTU #14 DUCT DET RTU #13 DUCT DET RTU # 12 DUCT DET RTU #11 DUCT DET RTU #10 DUCT DET RTU #9 DUCT DET RTU #8 DUCT DET RTU #7 DUCT DET RTU #6 DUCT DET RTU #5 DUCT DET RTU #4 DUCT DET RTU #3 DUCT DET RTU #2 DUCT DET RTU #1 SEQUENCE OF OPERATIONS U cn p o cn w z Q w NOTES: C) � Lij n o CENTRAL STATION TO RECEIVE SEPARATE Q o w AND DISTINCT SIGNALS. 0 w o _j a- w 0 z A) FIRE ALARM Y cn Q Q B) SUPERVISORY ALARM w- T z Fh w z U zo C) TROUBLE ALARM � V) Q � o 1 Ll_ O LL_ O LL_ O L_ O LL_ O Z z O z z z z z v 0 0 0 0 0 w Q Q Q Q Q m > > > > > > 1— 1— I— 1— I— O Q Q Q a Q � X X X ACTIVATES HORNS/STROBES X X X X X X TRANSMIT SIGNAL TO APPROVED CENTRAL STATION ALARM MONITORING SERVICE X ACTIVATES EXTERIOR BELL X INDIVIDUAL RTU SHUTDOWN 9112 9112 9112 9112 POPEX 1 aaaa -yy-1-i -O_ A aaaa oyzX D O 111 OI O O OI ZONEX POWER + ZONEX COMMON ZONEX OUT 1 ZONEX IN 1 ZONE OUT 2 ZONEX IN 2 D9112 COMMUNICATOR f- CLASS B, STYLE Y(-) (+) RAC CIRCUIT (+) NAC CIRCUIT (-) WIRING METHODS ALWAYS BREAK A WIRE BEFORE CONNECTING IT TO A FIRE ALARM DEVICE, NEVER LOOP AN UNBROKEN WIRE UNDER ANY TERMINAL. CORRECT INCORRECT Do Do CONNECT ONLY TWO WIRES UNDER EACH WIRE NUT OR TERMINAL. CORRECT INCORRECT CORRECT INCORRECT HORN/STROBE WIRING DIAGRAM (+) NAC CIRCUIT (+ (-) NAC CIRCUIT (- 1 1. OBSERVE POLARITY AND MAINTAIN CONSISTANCY THROUGHOUT ALL WIRING. I 2. IDENTIFY CIRCUITS AT EACH TERMINATION AND AT POWER SUPPLY PANEL AS INDICATED ON DRAWING. 3. IDENTIFY END OF LINE RESISTOR LOCATION OF EVERY CIRCUIT SO IT IS VISABLE FROM THE FLOOR. 4. STROBE LIGHTS SHALL MOUNT TO A 4" SQUARE x 2 1/8 DEEP. IND f CAT LNG DEVICE fDTA L I POPEX 2 (IF APPLICABLE) aaaa coo a aaaa p y Z X I I + + SCALE POPIT LAYOUT DETAIL m(D DU DO D8127 C8127 D8127 D8127 PORT POPIT POPIT PORT DATA DATA DATA DATA Lno NEGATIVE (-) POSITIVE (+) q ZONE EXPANSION LOOP ` UP TO 63 PORTS Ill T 08127 D8121 D8127 D8127 POPIT PORT POPIT PORT DATA DATA DATA DATA -)(+) LOOP -)(+) LOOP -)(+) LOOP - W LOOP ---:::V�NEGATIVE POSITIVE (+) q ZONE EXPANSION LOOP `UP TO 63 PORTS Q) = POPIT SENSOR LOOP (TYPICAL OF TO 63 PLACES) EXPANSION Q = 33K OHM END -OF -LINE RESISTOR (TYPICAL UP TO 63 PLACES) ZONES3U = POPIT SWITCH BLOCK (TYPICAL UP TO 63 PLACES) < < FIRE ALARM SYSTEM LEGEND > > FPSP FIRE PROTECTION SUPERVISORY PANEL RADIONICS 9112 DD DUCT SMOKE DETECTOR LA LOW AIR SUPERVISORY SWITCH N.O. NORMALLY OPEN MOUNT 0 60" AFF TO CENTER P �I- DRY NORMALLY OPEN CONTACTS ANN. REMOTE ANNUNCIATOR RADIONICS D1256 M ❑ MONITOR MODULE T O SPRINKLER SYSTEM CONTROL VALVE END OF LINE RESISTOR / DEVICE SLC SIGNALLING LINE CIRCUIT MOUNT 0 60" AFF TO CENTER RADIONICS D9127U PORT SUPERVISORY TAMPER SWITCH IDC INITIATING DEVICE CIRCUIT MANUAL PULL STATION MOUNTED AT 48" AFF O WATERFLOW ALARM BELL SD SMOKE DETECTOR A REVISION NO. X MNF NAC MANUFACTURER NOTIFICATION APPLIANCE CIRCUIT RADIONICS D461 HORN / STROBE (83 dBA / 75 cd) O WATER FLOW INDICATOR SWITCH O WATERFLOW ALARM PRESSURE SWITCH TBL TROUBLE H/V AS-121575W-FR P WP WEATHERPROOF N.T.S. / MANUAL PULL STATION �aMr MO N.T.S. � xuis 0 0 CD ce . 0 o 0 FWfI PNfL DATA EXPANSION LOOP BUTTERFLY CONTROL VALVE TAMPER SWITCH Pwr WIRE LEGEND A INITIATING DEVICE COMMUNICATION CIRCUIT tpr #16 AWG B NOTIFICATION CIRCUIT 1pr #14 AWG TWISTED C FIRE ALARM SYSTEM ANNUNICATORS 2pr #18s TWISTED (ONE pr FOR COMMUNICATION AND ONE pr FOR POWER TO COME FROM THE KEYPAD AUX POWER IN THE D9112 FIRE ALARM PANEL) D DATA COMMUNICATION CIRCUIT 18 AWG 4 CONDUCTOR TWISTED, 6 TWIST PER FOOT MIN. MULTIPLE CABLES NOTE: FA. ANNUNICATOR CIRCUITS BOTH COMMUNICATION AND POWER CAN BE T-TAPPED THIS IS THE ONLY CIRCUIT THAT CAN BE T-TAPPED. HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • Illim • REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 1� . g REVISION #8 C t- (rD (D } E N �� E U 1� h� z (gyp p F� O (p V) -. 10 w X �0- N N L (0 Z ,rCHI_,L � Lij mZ IL p O I� w M d Emil' I I— :3 O OT- U }- O z N � < > U W (n < (n Q N < z LJ00< >r-� U 0 Y Y r Y DRAWING NUMBER: FA2 SNFL FA02 02.22.02 FoL ' • - VOL FIE • I' � I IN �j I' II 1 • 1 • i K73 I I I I 1 � I ( i 2DL 5Ky-2 \j •�J �J • 1 • i K73 I I I I 1 � I ( i 2DL 5Ky-2 \j •�J �J V 1 1 ' I i I i o 0 0 c 0 0 ' o o I I I ;I I.L111 LA I • SEE 2-FA1 FOR ENLARGED OFFICE PLAN ' I -01_._. 7 �� v�l L 3 f0331, I NOTE: ALL INITIATION DEVICES AND NOTIFICATION APPLIANCES LOCATED IN THE GARDEN CENTER SHALL BE WEATHERPROOF AND UL LISTED FOR SUCH USE. sk6-- I I ® sK2-f i . I CDL SKIT I K ` =( IL^Z U�IUU got- I srt-3 mill • 1 r ' V2 I ' � N Z cooM �1 N U � _ C Z A 0 WM L) L� 3t ZC' W = 1 ca ILZ o0 = W W)a O O U� O }- F- Z CV Q U Li � V) 3 Q � cn o�Q cD z Q >Om Fm" of U w V) 20'-0" Az co ui 0 0 Z � CD Sy'm"BOL LEGEND ~ oLQ 6 co '° FIRE ALARM CONTROL PANEL O AUTOMATIC DETECTION AND SUPERVISORY SIGNALS � M MW FIRE ALARM KEYPAD/ANNUNCIATOR SMOKE DETECTOR 8 Z co SMOKE DETECTOR IN DUCT WITH REMOTE -RESET SWITC [j� MANUAL ALARM MANUAL PULL STATION (MOUNT ® 48" AFF) MOUNTED AT 6'-0" A F.F. ON NEAREST COLUMN SPEAKER/HORN (85 db ELECTRIC HORN) x FLOW DETECTOR SWfTCH V ~ O HORN WITH STROBE (85 db HORN WITH 75 cd STROBE ® 80" AFF) PRESSURE DETECTOR/SWITCH J Z E It �C6 �O\ STROBE ONLY (75 cd STROBE 0 80" AFF) TAMPER DETECTOR/SWITCH N F6 0 CID f- -� ® EXTERIOR FIRE BELL (GONG) `® STROBE ONLY (100 cd STROBE 0 21'-0" AFF) M �� O • FIRE ALARM ANNUNCIATOR PANEL 1fe'K'1 HORN WITH STROBE (95 db HORN WITH 100 cd STROBE ® 21'-0" AFF) NN T TH F WIN VI IN RI R R M: • /I /�\ i\ I — — RETURNS • — — �tLCOVE — — — 136 ® • w -] Y T M 1 - SALES AREA 1 FLOW, 1 TAMPER STORAGE i / / 110 137 = SYSTEM 2 - SALES & STAGING AREAS 1 FLOW, 1 TAMPER STORAGE L L = / FOYER ALCOVE SKI-2. v i YST M 3 - SALES AREA 1 FLOW, 1 TAMPER 116 �� t 105 DISTRICT ASSISTANT 129 W Y T M 4 - SALES, RECEIVING & OFFICE AREAS 1 FLOW, 1 TAMPER // -'� 5/� /\ \ MANAGER MANAGER C� \ SY T M 5 - GARDEN CENTER 1 PRESSURE FLOW 1 TAMPER �1� HI -LOW AIPt / L / `� J J 133 132 �I z � ® m _ Y T - GARDEN CENTER & FRONT CANOPIES 1 PRESSURE FLOW, �1� TAMPER, 1 HI-LOW�IR / - UUNIS x E % _ Y M 7 - IN -RACK SYSTEM 1 FLOW, (1) TAMPER 701LET JANITOR UTIL 0 U) FIRE ALARM CONTROL PANEL BREAKROOM VESTIBULE 128 e SPRINKLER PS rt TELEPHONE Sf4&JT KAJ16W7- �`k1`5 Jgo6sT�,e �w4L �wI0,04ds PROCESSING MONEY 103 102 127 126 CLASSROOM � ® 0 115 PUMP 1 14 �� 2' 3 1 VESTIBULE 109 107 s 125 W CONTROLLER ® 1 1 1 �- LL FIRE PUMP 2 I WOMEN'S MEN'S ® 0 0 4 0 ELECTRICAL < TOILET TOILET +� �y ROOM 2 /) / \ !\ � / � � o 112 I PICK-UP "' • _ / / 131 130 W 0 ' 108 ® / L/ J �i W W Z 11..E CONNECT TAMPER SWITCHES TO ALL VALVES - L ' / \ _I rn \\,I— —/ , / \ � +u O V� � a ON INCOMING MAIN LINE AS APPLICABLE ® • FIRE ALARM ANNUNCIATOR PANEL ORIGINAL CONNECT FIRE PUMP MONITORING SENSORS --- ---- ISSUE DATE: 04.15.02 (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP PERM IT SET REVERSAL SENSORS. COORDINATE WITH SPRINKLER cn ISSUE CONTRACTOR. CONSTRUCTION SET FRONT OFFICE ISSUE DATE: —���� DRAWING NUMBER: ,bit 6CALE FA1 -- - SNFL FA01 02.22.02 a a a - I Y RECE1Vf� MAY 21 ADO 1 REVIEW1 By: Sanford Fire Preventior, Date: u-" R Lmw F L m Kmm t"L A ft m 'Ago&' 011mmm"' u U"Opm% "Offiw; u 46'W �"domr �'j �L__llllffl��All 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) 892-130..0 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 • APPLICABLE BUILDING CODES BUILDING FIRE PLUMBING MECHANICAL ELECTRICAL ACCESSIBILITY STATE OTHER NONE z w NONE NONE NONE NONE NONE V-11 119-155GCL ROLLBACK ARCHITECT'S PROJECT# 0119027 INDOOR/ENCLOSED OCCUPANCIES AREA SF CC. AR6), OCCUPANTREQ'D. LOAD EGRESS WIDTH .15" PER OCCUPANT MERCANTILE SALES FLOOR 116,968 30 GROSS 3,899 585 BUSINESS OFFICE 2,093 100 GROSS 22 4 ASSEMBLY 1,262 15 NET 85 13 STORAGE RECEIVING MECH. 11,894 300 GROSS 40 6 VESTIBULES, CORRIDORS, TOILETS, ETC, 3,385 N A 0 0 TOTALS 135,702 4,046 NONE Q 1 8ccr , a - NONE I DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOORS DOORS INCHES 01A 01E 01F 010 O1J 028 03B 05 118 17E 19 23A&B O1D&34 J • ZONING CLASSIFICATION PROVIDED: 34"+ 34'+ 34'+ 34'+ 34" +177"+ 34"+ 34"+177"+ 34"+ 34"+216"+ 34" GC - GENERAL COMMERCIAL a 2001 FLORIDA BUILDING CODE 2001 FLORIDA BUILDING CODE 2001 FLORIDA BUILDING CODE 2001 FLORIDA BUILDING CODE w 2001 FLORIDA BUILDING CODE o 2001 FLORIDA BUILDING CODE v 1997 FLORIDA ENERGY EFFICIENCY CODE NONE • PARKING SEE CIVIL OUTDOOR GARDEN CENTER OCCUPANCY AREA SF AREA/OCC.00CUPANT SF LOAD D. EGRESS WIDTH PER OCCUPANT MERCANTILE 34,978 30 GROSS 1,166 175 ® OCCUPANCY CLASSIFICATION FBC SEC. 310 /17 MERCANTILE GROUP M INCHES GAATE GATE r, PROVIDED: 9s" + ss" ..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..." LIFE SAFETY BUILDING EGRESS ANALYSIS NFPA 101 (1997 EDITION) ® CONSTRUCTION TYPE FBC TABLE 600 TYPE IV - UNPROTECTED FBC SECTION 604 NOTE: THIS BU.ILDING.IS,DESIGNED ,TO BE FULLY SPRINKLED AS REQUIRED BY DRAWINGS AND SPECIFICATIONS SECTION 13916. INDOOR/ENCLOSED OCCUPANCIES AREA SF AREA/OCC. SF CCUPAN LOAD REQ'D. EGRESS WIDTH .2" PER OCCUPANT MERCANTILE SALES FLOOR 116,968 30 GROSS 3,899 780" BUSINESS OFFICE 2,193 1100 GROSS 22 5' ASSEMBLY/BREAK/CLASS 1,724 1 15 NET 115 23" STORAGE RECEIVING MECH 11,894 1300 GROSS 40 8" ---� Z'1_ � TOTALS 4,076 816' 'n ` 2/3 REQ'D. EGRESS • DESIGN LOADS &PROJECT DATA �O1 ,✓ R Fj DOOR DOOR DOOR DOD R DOORS C 03 1 OS 02B O1 l O1 FRONT 23A8c8 (PER SECT. 24-2.5.7) DESCRIPTION LOAD ROOF LIVE LOAD 20 DESIGN DEAD LOAD XXX DESIGN COLLATERAL LOAD XXX WIND LOAD 110 m ph EXPOSURE XXX GROUND SNOW LOAD 0 SNOW EXPOSURE FACTOR NA FROST DEPTH NA SOIL BEARING CAPACITIES 1500 psf SEISMIC PERFORMANCE CATEGORY NA OTHER XXX WALL: 34 3 ' 34 17.' 34' + 216" = 740„ > 547" - 1 2 REQ'D. EGRESS W/0 DOOR DOOR R DL7 OORI OOR DOOR OOgRS DOOR DQ R / OiJ Old 03 01 \ 1 t�fi} 0, {`).`7E 01D/34 (PER SECT. 24-2.5.8) CHECKOUTS: 34' +34`+ 17,�" { 3" + 34 3� + 34" = 483 > 408 tOODOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOORS 1/2 REQ'D. EGRESS EXCLUDING M A I05 01F 01E 01G036 O1C/GATE 7 01J 19 17E 01D&34 (PER SECT. 24-4.5.2) ENTRANCE/EXI 3,�+ 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 • GENERAL HEIGHT & AREA LIMITATIONS FBC SEC. 503.4 • FIRE RESISTANCE RATINGS (HOURS) UNLIMITED AREA- - SPRINKLED BUILDING & 60' CLEAR AROUND PERIMETER OF ASSEMBLY / OPENING BUILDING. STRUCTURAL FRAME 0 N/A FBC TABLE 600 ALLOWED: 5 STORIES FBC TABLE 500 BEARING WALLS (EXTERIOR) 0 N/A FBC TABLE 600 BEARING WALLS (INTERIOR) 0 N/A FBC TABLE 600 ACTUAL: ONE STORY ROOF CONSTRUCTION 0 N/A FBC TABLE 600 ALLOWED: 55'-0" MAX. BUILDING HEIGHT FBC TABLE 500 7o'-i,Z•`� ACTUAL: 39'-0" "...VERTICAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF STRUCTURE." EXIT ACCESS CORRIDORS 0 N/A FBC TABLE 4 MAXIMUM PARAPET HEIGHT: 49'-0 1/2" (+/-) FBC SEC. OCCUPANCY SEPARATIONS 0 N/A 704.2.3.1 & 304.2.2 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) T-1.0 TITLE SHEET 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 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 A-4.1 RESTROOM PLANS & ELEVATIONS A-4.2 REFLECTED CEILING PLANS & DETAILS A-5.0 EXTERIOR BUILDING DETAILS A-5.1 MISCELLANEOUS DETAILS A-6.0 DOOR SCHEDULE & DETAILS A-6.1 DOOR DETAILS A-7.0 FENCE & ROOF LADDER DETAILS STRUCTURAL S-0.1 GENERAL STRUCTURAL NOTES S-1.1 FOUNDATION PLAN S-2.1 ROOF FRAMING PLAN S-3.1 FOUNDATION DETAILS S-3.2 FOUNDATION DETAILS S-4.1 ROOF FRAMING DETAILS S-4.2 ROOF FRAMING DETAILS S-4.3 ROOF FRAMING DETAILS FIRE PROTECTION FP-0 FIRE PROTECTION FLOOR PLAN FIRE ALARM FA-1 FIRE PROTECTION SUPERVISORY SYSTEM FA-2 FIRE PROTECTION SUPERVISORY SYSTEM DETAILS P-1 PLUMBING SCHEDULES, SYMBOLS AND NOTES P-2 OFFICE PLUMBING PLAN & RISER DIAGRAMS P-3 PLUMBING FLOOR PLAN MECHANICAL I--- M-1 MECHANICAL EQUIPMENT PLAN M-2 OFFICE MECHANICAL PLAN & DETAIL DRAWINGS 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 E-3 LIGHTING FIXTURE WIRING PLAN E-4 BUILDING POWER FLOOR PLAN E-5 SALES AREA DISPLAY POWER AND BMS WIRING PLAN E-6 CABLE TRAY AND MISCELLANEOUS CONDUIT PLAN E-7 OFFICE AREA POWER PLANS E-8 GROUNDING DETAILS AND "SMEF" NOTES 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 ' ov opy A#oa,,-l(elMIT 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 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. 6, tl h t m Y U w U 00 z 0 LL LLI Ll- Lu ® o 0� o LL® z w ® o / V / ^ CL ORIGINAL ISSUE DATE: 04/15/02� PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 03,16.02 T10-SNF 119GOOE 4 LP CODE 4 • • LaWOr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS OPRE -BID SET Q POST BID SET SSUE DATE ISSUE DATE DATE DESCRIPTION R Q ( P) N.03 N M.01 M L K J H G F E D C B ��..// O O A O : I � O O O OFFICE I BUSINESS i i � � I I 104 SQUARE FEET I l I I I I I I 1 � 1 ' I I STORAGE/RECEIVING I i i I j I MECHANICAL I I I I I ' 1 I 1 11,190 SQUARE FEET i THIS DRAWING IS THE PROPERTY OF LOWE'S HOME I I CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED 1 1 1 7E WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. C OPYRIGHT 2001 ALL RIGHTS RESERVED ----------�' ----- i i f:..l.... I i I I I i I 1 fd J l i` k ii #!III 11 I I I I I 1 I I I I I 1 I I i I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .I.I... ! .._I I I I I I I I I I ®� 11 i I I STIPULATION FOR REUSE • THIS DRAWING WAS PREPARED FOR USE ON A ,I.} {I I Fn!'1 �' i. , I I : ,L_ _-1-. _l..l, 1_ -1,. 1-. ,.L. ;;!-- :1..1..l. _J; _1....L; .;I }l..l ;l, ,L...1. --I,.- ..I....1-- .1..1..1....1.- ..I...;I-- ..1:. _I..1. 1.:.1.- ..I-- --I-- ..r....1..l..1..J.- ..L. --I-. -, .- .-l. -1. I I SPECIFIC SITE AT SANFORD, FL I I I I I I I I I I ;... ....I..1.. ik. _J...' I-t'alt:>T T .1,-,'.I I k:`-L,, ,_: ; } '•t: t..:•::• : t..}-. 1....1,.;.I,.I ..1. ,1- ;1..1...1;..1...1.: I I I I I T T 1 I k TIT ad...l I .l ..k ! T. T.. 1 I, I .:I 11 I•:•}I:•.-I I .: :� I {,:' I I•YQT,::r t^t'r I I.i# T I ::d-•ss 1 I M I I 1 I 22B `� / I I CONTEMPORANEOUSLYWITHITSISSUEDATEON IL-____J IIIIIIIII I I I I I IJ I r ti•rrT:�3c> r I; I f l l l l l I I i I l k I I I I 1. ! f l l l l l l l l f l l l l l l 1 I I I I I I 1 1 ! I I l l l i f i l l l l l l l l l l ; I 04I15IO2 AND IT IS NOT SUITABLE FOR USE ON A DIFFE RENT PROJECT SITE ORAT A LATER TIME. USE L______-___J I I I I I I I I I I I rl ( I:`.T:•'II I I I I I I I III I I I I I I I IIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I I I I O / OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON J t I I I I I I I I I I I I I I I I I I I I I I I I I I�i I I I / I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I 1 ANOTHER PROJECT REQUIRES THE SERVICES OF I III I i t I I I I I I I I !' i" i.. L_' ...1' :I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I iI 1 1` I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I PROPERLY LICENSED ARCHITECTSAND ENGINEERS. 17C 11 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I i I I I I I I I R L ..#- `L�.I It il:. ( I i,�L ::l I i_ I I I .!- ,1 I ,I,:."d I I;.i lt,; I I I i I i I I I REPRODUCTION OF THIS DRAWING FOR REUSE ON 1 I ( 1 i 1 • :I . �• ••Iv --I•- ••i- .-1.. -.�..: {......{. - -•r•• ••I„ I 1 :t%k--:: �,1..{-...I, I I I I I I I I ANOTHER PROJECT IS NOT AUTHORIZED AND IS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P 1 1 1 i I I l 1 1 1 F! r l l i l i I I 1 I 1 I I I I I I \\ I I I CONTRARY TO THE LAW. 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Y - - - - - is {ti "- _;ax : , ,<.ti ................. - - - ... _ _-- - W L J L J L� J L• •J L• •J L��J - -- ----- -- . I , —a_ I 11 I 1 6 5 4 166 -----_ - --- ---- �4 L; 3 2 1 - - -- i Z O _ , O O O O O •' '' -- , .olp _ -_ - - - I Y -- -- - --- --. __ ---- _ I �_ f h+�l 0 _ __ W o I I I I I I I I I I I I I -_-_- _- _-_-_-_-_- -_ -- ----- - --- I L-" j I 0^ I I I I I I I I I I I I I I -- - T_ 1 I I I I I 1 1 I I I I 1 I 1 --- � ,/ I I I I I I I I I I I I I I I ----- --_ _ L 11111II111111111111I IIIII I I -- --- — -__------- 03B = -=- ---= I I I W ¢> - o2a - - -- I a V 1 w o 118.. _ - - - -- --- I - --- - - - - - - - - - - - -------------- 1 ~ 0 L--------J os os i---------! I O v uico I I O N(D I c. wU �M STORAGE/RECEIVING OFFICE BREAKROOM OFFICE CLASSROOM I I • • MECHANICAL BUSINESS ASSEMBLY BUSINESS ASSEMBLY I 1 704 SQUARE FEET 1,802 SQUARE FEET 645 NET SQ. FEET 163 SQUARE FEET 617 NET SQ. FEET - - _ _ = - __ _ _ _ --------------0 } m 0 w Y RE ' ! ! w V E WED By: OFFICE LEGEND & NOTES OCCUPANCY USE LEGEND BUSINESS Q anford Fi re ntian D ♦, 124 SQUARE FEET Z 0 m Date: IX3 e Q R z 10 DOOR NUMBER _ _ ASSEMBLY 1,262 SQUARE FEET Q 0� O GATE NUMBER BUSINESS 2,193 SQUARE FEET uJ O Q m 2) EXIT SIGN r I I LL U� O w o �� EGRESS ROUTE/ TRAVEL DISTANCE _ = MERCANTILE -INDOOR SALES 116,968 SQUARE FEET (n W Z LL z 1 J NOTES: r - W Z w 1 • REFERENCE "FPII SHEETS FOR FIRE PROTECTION iI� MERCANTILE OUTDOOR SALES 34,978 SQUARE FEET J _j (n � Of a • - I F RMATION. i i 1 i 1 STORAGE/MECHANICAL 11,894 SQUARE FEET ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET 04/15/02 VESTIBULES, CORRIDORS, TOILETS, ETC. 3,385 SQUARE FEET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: TOTAL SQ. FTG. 169,976 SQUARE FEET LIFE SAFETY PLAN DRAWING NUMBER: 1 SCALE: 1:30 Al 03/18/02 T11-SNF T 1 ■ 1 • 119-155-GCL LPCODES • - :1 L - -- i 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 CH. CURB W/ 42 HIGH GALV. CHAIN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC.,--" REFER SPECS. 3.01 CONCRETE RETAINING WALL. REF: STRUCTURAL 3.02 CONCRETE SIDEWALK ^� 3.03 TACTILE WARNING GROOVES 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 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 OR FUTURE OVERHEAD DOOR OPENING, REFER SPECIFICATIONS. 5.01_ ROOF ACCESS LADDER. ' SEESHT 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'-01 W/ BOTTOM @ 9'-4" A.F.F. (INSIDE & OUTSIDE), REFER A-2.2 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-01 W/ BOTTOM ® 13'-6" A.F.F. REFER A-2.2 5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-01 W/ BOTTOM @ 9'-6" A.F.F. REFER A-2.2 5.13 4" PIPE BOLLARDS, REFER DETAIL 3/S-3.2 5.14 6" PIPE BOLLARD -REFER DETAIL 3/S-3.2 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, @3'-0" O.C., MOUNT W/ BOTTOM ® 5" AFF MIN. 6.02 4x8x3/4" CDX PLYWOOD W/ TOP @ 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 ✓ 12" 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. 7.05 PREFINISHED METAL COPING. REFER TO PF- FINISHES. 7.06 PREFINISHED METAL CORNICE 7.07 PREFINISHED METAL PANEL SYSTEM 7.08 STANDING SEAM METAL ROOF 7.09 METAL GUTTER, PAINTED 7.10 METAL DOWNSPOUTS, PAINTED 7.11 EDGE OF CANOPY ABOVE 7.12 PREFINISHED MEDAL 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 11.02 DOCK SEAL, REFER A-2.1 11.03 DOCK LEVELER REFER SPECS. 16.01 ACCENT LIGHT 16.02 ACCENT PANEL GENERAL NOTES 1.) FOM-FACE OF MASONRY 14.) APPLY SEALANT AT JUNCTURES BETWEEN DIFFERENT MATERIALS AND AS OTHERWISE NOTED ON 2.) FOC-FACE OF CONCRETE THE DRAWINGS AND SPECS. 3.) MO- MASONRY OPENING (CLEAR DISTANCE REQUIRED) 15.) BRACE ALL STEEL STUDS ACCORDING TO 4.) N.I.C.-NOT IN CONTRACT. MANUFACTURER'S LIMITING HEIGHT (L/240). 5.) ALL DIMENSIONS TO FINISHED FACE OF WALL OR 115.) INSTALL SMOKE BLOCKING 0 10'-0" AFF VERT MATERIAL OR AS OTHERWISE NOTED. OR FULLY INSULATE ALL STUD CAVITY WALLS. 6.) REFER WALL TYPE LEGEND FOR WALL CONSTRUCTION. 17.) REFER SPECS & FOUNDATION DETAILS FOR FENCES. 7.) AFF-ABOVE FINISHED FLOOR (SALES FLOOR) vo/ SPACE POSTS TO AVOID FOOTINGS WHERE POSSIBLE. 8.) REFER SHEET A-6.0 FOR DOOR SCHEDULE 18.) NO GAP LARGER THAN 2" IS PERMITTED AT CHAINLINK , 9.) REFER SHEET A-6.0 FOR GATE SCHEDULE FENCES, GATES, ETC. 10.) REFER STRUCTURAL SHEETS FOR CONCRETE SLAB 19.) EXTERIOR CONTROL JOINTS SHOWN ON A-2.0 CONTROL JOINT INFORMATION. 20.) MOUNT ALL SLIDING GATES ON OUTSIDE OF ENCLOSURE. 11.) FOR LOCATION OF FIRE EXTINGUISHERS REFER TO FIRE PROTECTION SHEETS. 12.) PROVIDE (2) 6" PIPE BOLLARDS AT GAS METER, IF 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. i - 14 --_- ----------_-I-_-_-_ I I 010 TYP. UN . PATIO 2 PAIN_ T1NG_ P DOORS_ SCALE: 1/8"= V-0" LEGEND: 1-HR. RATED WALL f� i 2-HR. RATED WALL DOOR NUMBER REFER A-6.0 xx WINDOW NUMBER REFER A6.0 O GATE NUMBER REFER A-6.0 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 SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 041l 5102 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXMAPLE 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 0 } CO W Y U w U lV m 3.02 4 3: 7.1 1 0 1 3.03 1 Lo ® Q o z LL � 1 /A-3.0 1 Q u LL ® _I -7 -- -- - - - - --O �L o � IL. o Z Z W y/ a. -5'-4" 1- 20'-4" ORIGINAL ISSUE DATE: 04/15/02 22'-p» PERMIT SET ISSUE DATE: 04/15/02 \.22D 22 D CONSTRUCTION SET ISSUE DATE: NORTH DRAWING NUMBER: FLOOR PLANA - - '=20'-0" 2118/02 � 0 SCALE: 1 „s-,Ss GCL LPCODE5 v Y Y Y COPING END CAP WITH FULLY SOLDERED JOINTS. INSTALL ROOF LOWEV PAINT. COMPRESSIBLE TUBE MEMBRANE LAP WATERPROOF DIAMETER GREATER METAL FLASHING SUPPLIER PROVIDED MEMBRANE OVER THAN DECK OPENING ROOF WALKWAY 1 HOME CENTERS, INC. WRAP SINGLE PLY PADS W/ MAX 2" GUTTER 1 P.O. BOX 1111 N. MLKESBORO, INC 28656 PARAPET EDGE 2 1/2" SINGLE PLY ROOFING OVER TOP OF SPACE BETWEEN • • ROOFING MEMBRANE CURB. TYP. PADS - _ - _ PREVISIONS SET HORIZONTAL SINGLE PLY ROOFING SET O ISSUE DATE ISSUE DATE ° WATERPROOF PLAN DIM PLAN DI _ . MEMBRANE EXPANSION MEMBRANE PRE -FABRICATED PREFABRICATED JOINT CONTINUOUS OVER INSULATED ROOF CURB PROVIDE P.V.C. REDUCER DATE DESCRIPTION ° EXPANSION JOINT STRUCTURAL STEEL :.:.:. - OUTSIDE FACE OF MASONRY IF REQUIRED i i+ i MODIFIED POLYCARBONITE ASSEMBLY i PANEL TRIM CMU WALL SEAM PLATE COVER THIS SURFACE CURB BY EQUIPMENT 8" i II ° WITH FASTENERS LEVEL SUPPLIER. FABRICATE CLEAR, u ©12" O.C. MAX. 2X WOOD BLOCKING CURB ASSEMBLY TO TYP IN ° CONT. MATCH REGLET HEIGHT SIDE I I � 0 UTS I D E TERMINATION BAR FIT SLOPE OF ROOF I REGLET FLASHING AND COUNTER- � i WITH SELF TAPPING DEPTH OF RIGID TO ALLOW FOR A 2'-6 14 -8 A.F.F. FLASHING WITH SEALANT BY ° CONCRETE SCREWS INSULATION z - LEVEL TOP OF CURB MIN ac GENERAL CONTRACTOR AT 4" OC s w0 Q i i �'— POLYCARBONATE PANEL BATT INSULATION ° ~ _ RIGID INSULATION N SEAM PLATE WITH o _ ' II 4% 4" STEEL TUBE COLUMN GRAVEL GUARD - " I FASCIA � METAL ROOF DECK FASTNERS � 12" .... _ _ � II O.C. MAX i��' _ i i I o 2" SQUARE TUBE WALL GIRT I - - I -�------- ROOF II 00 JOIST METAL GUTTER. SINGLE PLY ��- I I B.O. GUTTER MAX _ _ _ _ �v: PAN TRIM 77 EL RE. 9/A-3.4 REFER STRUCTURAL ROOFING MEMBRANE \ ROOF TOP HVAC � 13'-0" A.F.F. (MAX)( ) L j- 6' � rL ..... FSPLICE ANGLE / UNIT, SIZE VARIES, -4" SCHED. 40 WHITE P.V.C. REG ET HEIGHT y ROOFING SYSTEM. MAKE 2X CURB \ / REFER MECHANICAL 14 -8 A.F.F. REFER STRUCTURAL I SHADE STRUCTURE, BASE THE SAME \ SHEETS I DOWNSPOUT BY G.C.; PROVIDE ROOF STRUCTURE. 18 GA. SHEET METAL THICKNESS AS THE SEE SHADE STRUCTURE SHOP \ � � � I MIN. 3 STRAP ANCHORS AS DRAWINGS FOR DETAILS REQUIRED REFER STRUCTURAL CONT.- REFER STRUCTURAL ROOF INSULATION FOAM FILLED I I ' CENTERLINE OF INSTALL ROOF INSULATION IN ALL ANCHOR AT 32" O.C. I ' 4"x4" COLUMN THIS DRAWING IS THE PROPERTY OF LOWE'S HOME METAL ROOF DECK MEMBRANE/INSULATION UNGROUTED CELLS ' I CENTERS, INC ANY USE OR REPRODUCTION IN WHOLE I I I I OR PART IS PROHIBITED WITHOUT THE EXPRESSED ROOF JOISTS BEYOND CRICKET W/ MIN WRITTEN YRIGHONSENT LOW HTS OWE'S HOME CENTERS. INC ED PARAPET/GUTTER ROOF TYP HVAC EQ U I ROOF WALKWAY PERPFOOT 1 /4„ STIPULATION FOR REUSE FLASHING EXPANSIO 7 SCALE: 3/4" = V-0" 6 SCALE: 1 112" = V-0" OOP N.03 ( N J I I I I I I 22'x5' ALUM. CANOPY I I I I 1 I I O I I N JOINT 22'-0" 3'-0" O Ln R-12 ROOF INSUL RTU 19 I I 8 - - CONTINUOUS 22'x7' ALUM. -�UTTEW/ CAi10PY DOWNSPOUTS I CMU PARAPET W/ METAL REFER TO SHEET COPING A-2.0 FOR 22'-0" LOCATIONS I rn O I PRE -FINISHED METAL FASCIA —PRE-FINISHED EDGE OF ROOF z 0 0 L` w I 0 6 �- o a_cn I00z I 10/A-3.4 i� EDGE OF WALL BELOW CURB SECTION 5 SCALE: 1 112" = V-10" PAD LAYO U 4 SCALE: 1/4" = V-0" O K O O I I � I I I I I I I I rri I I I I \ I rn R-20 ROOF INSUL. TAPER INSULATION AT 1/4" PER 1'-0" TO R-12 THICKNESS (TYP.) 6/A-1.1 ROOF EXPANSION JOINT AND EDGE OF WALL BELOW ROOF 4/A-1.1 TYP RTU 18 I Ic o LL t w `� r D- 0 FULLY ADHEARD SINGLE PLY - V) ROOFING MEMBRANE OVER ? z GARDEN CENTER AREA. 0 0 w o R-12 ROOF R-20 ROOF INSUL. INSUL. cc 1-1 _2 3'-0" TAPER INSULATION AT 1/4" PER 1'-0" TO R-12 THICKNESS (TYP.) EDGE OF CANOPY RTU 9 Ui � I Q o _ 6/A-3.3 -------------------- I I I (:4) -- — - — - -- I RETR CTABLE I I I I li I SHAD FABRIC I I I 2/A-1.1 3/A-1.1 II 1 - - - - - - - - -------= I RTU 8 I I li I I I I - - - - - - - - - - - - - - - - - - - - - --------------------� 1 1 SLOPED METAL ROOFING BEHIND MAIN BLDG SIGN 1 1 1 1 II I II 2.01 11 I CMU PARAPETS & PILASTERS W/ METAL COPINGS _ I I = - I - 2 - - - - - - -------- - - - - t I I t I I i I I I 00 I l I i -- - - - - T- - - -�- - - - I- - - + - - - RTU 1 ABBREVIATIONS: RTU = ROOF TOP UNIT REF = ROOF EXHAUST FAN SMEF = SMOKE EXHAUST FAN RTU 17 RTU 10 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. RTU 7 4100 I� I 1-1 76'x6' METAL CANOPY T •� GUTTER DETAIL SCALE: 3/4"= V-0" O O O D I I I I I I I I I I I I I I I I I I I I I I I I I RTU 20 CONTINUOUS GUTTER W/ DOWNSPOUTS 6/A-3.3 REFER TO SHEET A-2.0 FOR _ LOCATIONS LADDER W/ 2'-6" ROOF WALKWAY PAD AROUND LANDING. I I I I I RTU 16 I RTU 15 I I � o w o CC I � _z I � I ROOF EXPANSION JOINT I I REVIEWED I I By: SINGLE PLY MEMBRANE ROOFING I Sanford ire Pr ven ion Dir. OVER RIGID INSULATION, REFER I Date: ���3 6cr)L, SPECIFICATIONS I I RTU 11 i RTU 12 I I I 1/4" PER FOOT SLOPE I _ CRICKET, TYP I 6/A-1.1 I I I I I I I I I I I I HVAC CURB, TYP RTU 6 i RTU 5 I I I I _ < I I I I I � RTU 3 I - w CMU PARAPET W/ z 1 I METAL COPING g I +o i 4/A-3.0 Q�7_ 32'x6' METAL CANOPY CO GUTTER DETAIL 2 SCALE: 11/2"=V-0" O O �1 I I I I 31'-4" 4' 8 30'x5' ALUM. CANOPY 0 I �n 7 A-1.1 RTU 14 STEP IN PARAPET REFER SHEET A-2.0 RTU 13 RTU 4 CMU PARAPETS AND PILASTERS W/ METAL COPINGS CMU PARAPET W/ METAL COPING 6/A-3.3 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. 1 c c °C 00 OC 94 a E; x M J L a � o oc rn -- i 171- w M L G, Zco L°n LL CV f� Q o LO Z N O LO ■ r M� m O U w� W z _M j--� co w � Y W U O W o> a w0 �o JF-� ¢ � o�0� N CO wU =M • • `n J m 0 w Y U w U Q � 0 m w z 0 O Q - - - 06 Q J LL 1 Z LL QCV O �o�o LL LL W z � O z O QQ w O VJ � a ORIGINAL ISSUE DATE: 04/15/02 r") NO I I PERMIT SET o ISSUE DATE: 04/15/02 I I N Q I I CONSTRUCTION SET o o ISSUE DATE: ROOFPLAN DRAWING NUMBER: 1 SCALE: 1"=20'-0" 03/18/02 C.1 8.29 6.03 .22 All-V2 A— 1 . 1 O O 119-155-GCL LPCODE5 R Q P.36 P.02 P N.16 N M.29 M.05 11 L K J H G F �- z E °- D C.11 C B.29 B.03 B A.22 A Lil WE So N N N z o N S HOME CENTERS, INC. W 0 W O P.O. BOX 1111 N. `flILKESBORO, NC 28656 LEI W Emso L \ '_" U J N � U r7 _1 Q ti Z z z M REVISIONS N f O Z Z Z D- U U I O O PRE -BID SET POST BID SET - ® s s ® i - � ®1 ® ® ® ® ®� � �j � Q O Gc � O U � U (�f \ I� 17 O ISSUE DATE r� ISSUE DATE K, K, . I rnm n n r� r �1 i r� r� U � � i � n I I �' '� "�' a 1¢ DATE DESCRIPTION T.O. MASONRY 28 -8 T.O. MASONRY 22 -0 0'-0" 0'-0" CONTROL JOINTS 2'-0" 2'-0" 11 Q. B O 2: C D 0 0 d I Q � � W � 0 w > o � O Q m c� � O o 14 Ai-3.4 d� 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 CH. CURB W/ 42" HIGH GALV. CHAIN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER SPECS. 3.01 CONCRETE RETAINING WALL. REF: STRUCTURAL 3.02 CONCRETE SIDEWALK 3.03 TACTILE WARNING GROOVES 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 S1.1 3.06 OTE `TRANSFORMER PAD,' VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCT URAL 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, REFER SPECIFICATIONS. 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'-01. W/ BOT. @ 9'-6" A.F.F. REFER A-2.2 5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'-01 W/ BOTTOM @ 9'-4" A.F.F. (INSIDE & OUTSIDE) REFER A-2.2 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-01 W/ BOTTOM @ 13'-6" A.F.F. REFER A-2.2 5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-01 W/ BOTTOM @ 9'-6" A.F.F. REFER A-2.2 5.13 4" PIPE BOLLARDS, REFER DETAIL 3/S-3.2 5.14 6" PIPE BOLLARD REFER DETAIL 3/S-3.2 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, @S-0" O.C., MOUNT W/ BOTTOM @ 5" AFF MIN. 6.02 4x8x3/4" CDX PLYWOOD W/ TOP @ 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 12" 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. 7.05 PREFINISHED METAL COPING. REFER TO PF- FINISHES. 7.06 PREFINISHED METAL CORNICE 7.07 PREFINISHED METAL PANEL SYSTEM 7.08 STANDING SEAM METAL ROOF 7.09 METAL GUTTER, PAINTED 7.10 METAL DOWNSPOUTS, PAINTED 7.11 EDGE OF CANOPY ABOVE 7.12 PREFINISHED MEDAL 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 11.02 DOCK SEAL, REFER A-2.1 11.03 DOCK LEVELER REFER SPECS. 16.01 ACCENT LIGHT 16.02 ACCENT PANEL I I Q.. F w j p � 0 d 11 a_ �g Z w Li- Qf O i O f� O 0 c� � Q o I_rl, 00L co 0 6 A-2.0 AT FENCE r' I w G H J o K L z O 0 I � O ry Q M U O \ N N EL T.O. STEEL o N o 0 0 44 -0" U) ® 12 ®01� ,� 1s r'® '.. 15/A-3.4 39'-4" 32'-4 ®� 32'-8" 31' 8" 31'-4" 31'-4" 31'-4" 31'-4" 31'-4" 156'-0" 1880 4" 221'-0" 252'-8" 284'-0" 315'-4" 346'-8" 378'-0" 409'-4" Ofw c io oo-' Lu 0 Z 0 Q Iz, -:�: Zr Nn o i N m d 9 0 1 2 0 o J J O 3 A-2.1 p, of I O M i 0 O 0 I d T.O. STUD MASONRY � 28'-8' i T.O. MASONRY L-I I- 24 -8" 1 - � I T.O. FENCE ! _ " 3 FINISH FLOOR f 0 -0 FINISH FLOOR ®o----®-- ---- ®0� � 22'-0» 0 -p" CONTROL JOINTS 24'-p" 2,-0j, 2'-p„ SIDE ELEVATIOINIL I .7 SCALE: 1 "=20'-0" A-1.0 I I FINISHES P-1 F-1 BLACK VINYL COATED FAB. (FENCING) PF-1 WHITE (PREFINISHED) P-1 LOWE'S LIGHT GRAY (PAINT) PF-2 1 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) I P-4 LOWE'S RED (PAINT) EF-1 ILOWE'S LIGHT GRAY (E.I.F.S.) P-5 OSHA YELLOW (PAINT) EF-2 ILOWE'S MED. GRAY (E.I.F.S.) P-6 WHITE (PAINT) NA (NATURAL ANODIZED (ALUM) I al o F 0 � g W o z O m 0 lW U RO N I N H z I 9 0 J � O LU m 0 O 30'-0' 30'-0" 439'-4" 469'-4" OIQ Q N M - M --- - - -- I Tg,. I - - - u �� I I TFFFM 30'-8" 26'-0" 30'-0" 26'-0" 20'-4" 0'-0" 132'-8" 102'-0" 76'-0" 46'-0" 20'-4" CJ ON GRID LINE 2 FRONT ELEVATION 148' - 4" 5 SCALE: 1 "=20'-0" A-1.0 J M o N N.03 P z Q a R U 0 U Q m 0 w r LLJ 0 Z _ � r W a_= :2w o O z m Q O 0 Q I U n U- p Lo Q I ao d 0loo N0 0 30'-0" 469'-4" p z w OOUO r1 m ~ Z ~ 0 W � O w � m z O w w w 3 O omZ _j 4 5 z � w J L7_OZ0 J� U O OOU~ Q U r� d ry m m� Q L,.I (� z o w0w�z O w -1 O � Q U JF-JOTI-- :2 \ U V) 0 < D' U (n U 0 O T.O. MASONRY/-& ° wil I 17E 17D 34 _-- ::44�'- 45'-4" 35'-4" 0" 514'-8" 552'-0" 586'-0" 2'-0" 516'-8" o Q Y 0_ W U O � Q � V W Z_ I-Y Z 0Q U0 ZD NOOREAR SCALE: 1 "=20 6 7 r- MLC,�) j Q. U IT.O. MASONRYjk 27'-4' 68'-0" I 88'-8" 1 10'-8" 132'-8 156-0" 179-4" 202'-0" 225'-4" LL w CID W CD z_ V) Z V W � U Z W O U W � L 0 6 Y 5 Y� 4 z cn 3 Y W Z Z W w I ¢ Z O J I- J Lj Z 0? Z Lo W z Z m Q v h Q Q Q Y I I a � a < ¢ z O U W 'o LJLI O o I- w cn Z W o Z Q ~ O I 9 Q J g W 0 Q 7 V) 6 0 5 d w > o I- a Q�mw Z 0 � m m J w m W LU Ld O O cD W U v Y U W� bi 2: J � W Z ,•j Z U U w O z O wOzz Q z I-w o O O 0>: O 0 O OZCof U V) Elf =t CD Q 0 0 0 0 0 U CD 0 �OUIQZ Q U �� (n \ m I- N f� O O O O P pOpN WOwOw00f 0 WOoc0 0 0 0 OF-JO�I- d 0of 1- 00 � cn < Qf O va 0 I I ( ( I I I I 17C 176 0'-0" 14'-8" 41'-4" CONTROL JOINTS 14'-8" 56'-0" I 4 3 0 z 0 m r- W w Q rq 0 I LVTI IN '-0" A-1.0 Z W W j a- C� \ OU U 0 In In o I 0 o O T.O. MAS NRY EHE�EE� � ® � T.O. MASONRY T.O. MASONRydk 22 -0 1 i FINISH FLOOR 226 0 -0 ' mv - _ _ 32'-0" ® s - ® ®® - 7 A-2.0 AT FENCE 257'-4" 3 RIGHT ELEVATION SCALE: 1 "=20'-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 WTHOUT THE EXPRESSED IPlRITTEN 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 04/15i02 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 I a ® 0 2 1 p Lo LL 00 Lo V) 0 2 0 0 I CD z_ 0 � cn U 1 o1D I o1c o1e 34'-4" 22'-8" 23'-4" 23'-4" 22'-0" 22'-0" 20'-8 21'-4" 27'-4" 88'-0" 110'-8" 134'-0" 157'-4" 179'-4" 201'-4" 222'-0" 243'-4" 270'-8" n o Z F- � O U rrj w w d < n d I N mZ 1 rq I I lL I O Ls_ Q tl W Li g U Li w O�J = m Z = U Z 0OQ N J z Q z Of J I; Lw�l Ld O J O O L` v m I I N I F- cn U I- U U = U CL a Q W cn cn w J W J J O IY B.0 B u _._. m 0 A.23 w w JRLd -17 = FL A U ¢ w W F- ¢ (n 5' U U U U 0) HT) 0`�d dOd0 00 0I- o0 I d- a 0 KEYNOTES 1.01 o 1.01 EXTERIOR SIGNAGE FURNISHED AND INSTALLED BY LOWE'S. CONTRACTOR IS TO SUPPLY AND L 101 WE OS HOME CENTERS, INC. INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S. P.O. BOX 1111 N. WILKESBORO, NC 28656 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 REVISIONS FABRIC TO 8 -0 PRE -BID SET ABOVE SLAB, UNLESS SHOWN OTHERWISE, REFER SPECS. O ISSUE DATE L POST BID SET ISSUE DATE 2.03 TRENCH DRAIN, REFER PLUMBING AND STRUCTURAL. DATE DESCRIPTION 2.04 6"H. CURB W/ 42" HIGH GALV. CHAIN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REFER SPECS. �, 3.01 CONCRETE RETAINING WALL. REF: STRUCTURAL ( +�/� N 3.02 CONCRETE SIDEWALK `Y' `�' z `�? `` �Vm ¢ O 3.03 TACTILE WARNING GROOVES IN CONCRETE REF: STRUCTURAL �+ ¢U) ¢ i' a Q Q o v 0- Q � , Q 4 4\ M O N W \ tJ �¢ z M a' N 3.04 CONCRETE FILLED ISLAND, REFER TO CIVIL DRAWINGS AND STRUCTURAL. INFILL BY BUILDING O n �-z CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR. J '` i ,! i n w F w o 0 a < a r n o o I I a w a J w o QQ o 0 1 w �� _ a Ls_ m 0 L�l U O W CD o ¢ � > I W o 3.05 CONCRETE PAD, VERIFY SIZE &LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 O I- F d w -i U c� z z cn U J z z _ 0 z > > p �LI J 0 z / 0 w tL J I o w j Q o o Q ¢ T.O. MASONRY 0 w o cv z - o o N o O Li z LL z 3.06 CONCRETE TRANSFORMER PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER z ,; Ld w o o "� _� U N o "� U z N z z I ° N I ,� z z ,� O ' Ow U U I ! I ! ! U I o I 4$ -$ /^ ¢ Q o 0 o J i J i I i w I ¢ z ¢ o U STRUCTURAL SHEET S1.1 z V) I- w w a_ a a a. J a o o w U U a o U o a o a a n a U o ° I U J ��_ J Z OZw 0 0 0 0 J O z J 0 �, O o � 0 0 0 0 O J 0 _ J 0 O J J (n J J (n J J J Z 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL o L� m Lz L w Q v o v c� _ > > ¢ K v o 12 \ ¢ ¢ L� Q H o ¢ z z > > > L G ¢ ¢ ¢ ¢ w F SHEET S1.1 w = - U U ? �i U w j �i = o o � � � = �w w w w E- w � ¢ U¢ cn U U U U m U ¢ � U �% ��\ g g LLI � U = U U U U U 0 Lei U � � � U � ¢ 3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL cV N c.I n - co co r� o Q n n o N d I I� ,� � N N r N N urc, u,0 0 0 o d Q o o a o 0 0 0000000 0 0 0000 0 0 0 0 0003.09 1 2" COMP. JOINT FILLER W SEALANT FULL DEPTH OF JOINT "' o00 O O 0 O 0 O o0o O OO O O OO O O O O 4.01 BUILDING EXPANSION JOINT. T.O.MAS NRY �� \\�� CENTERS ITHIS INC. NG IS USE OR REPRODUCTION IN WHOLET•O• !(/// OR PART IS PROHIBITED WITHOUT THE EXPRESSED 36 -8 37' 75" r T.O. MASONRY WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. 4.02 CONTROL JOINT, TYP. MASONRY ,1 T.O.AS NRY 33'-`t" COPYRIGHT 2001 ALL RIGHTS RESERVED 4.03 SINGLE SCORED SPLIT FACED CMU 30 -8 33 -4" T.O. MASONRY STIPULATION FOR REUSE 4.04 SPLIT FACED CMU T.O. SPECIFIC SITE AT SANFORD, FL MA50NRY E 30 -8' THI S DRAWING WAS PREPARED FOR USE ON CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON q.' -Q" jjFF'''Q_• '� EQ' 04115i02 AND IT IS NOT SUITABLE FOR USE ON A 4.05 SMOOTH FACE CMU. 28 -8 '� o rd jam- T�� �� �'�--4" DIFFERENT PROJECT SITE GRATA LATER TIME. USE �- I TYP• I -.-� OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON OF 4.06 4" H. RADIUSED CMU ACCENT BLOCK - --� �� --- T« - - - - - - ANOTHER LICENSEDROJECT ARCHITECTS THE NDA ENGINEERS. e - - �-- _ � - � - - - - - - - - - - - I "' _. - - PROPERLY LICENSED ARCHITECTS AND ENGINEERS. �+ �+ O � ,. � _,! -ti ., [I.'-Q" REPRODUCTION OF THIS DRAWING FOR REUSE ON 4.07 SINGLE SCORE SMOOTH FACE CMU TYP. ANOCONTHER PROJECT IS NOT AUTHORIZED AND IS 4.08 AREA FOR FUTURE OVERHEAD DOOR OPENING, REFER SPECIFICATIONS. o o T.O. EQ. 4'-0' Q. w 5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 FOR LADDER DETAILS. STEEL _ 5.02 TUBE STEEL BEAM r EQ. EQ. E � �0=CAI (7 -, r Q. EQ. 5.03 TUBE STEEL COLUMN B.O. B.O. CANOPY -F I III III 5.04 DOWNSPOUT COVER, PAINTED BAND 11 -4 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-01. 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) Q. g 6'-0' CG EQ. r 10. j 2'-0'�� 1, EQ-� REFER A-2.2 7 T 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOTTOM @ 13'-6" A.F.F. REFER A-2.2 I -- - r- 5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-0"L W/ BOTTOM @ 9'-6" A.F.F. REFER A-2.2 T.O. !- SLAB 5.13 4" PIPE BOLLARDS, REFER DETAIL 3/S-3.2 5.14 6" PIPE BOLLARD REFER DETAIL 3/S-3.2 CD o5 a2e 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, @3'-0" O.C., MOUNT W/ BOTTOM @ 5" AFF MIN. 6.02 4x8x3/4" CDX PLYWOOD W/ TOP @ 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT ELEVATIONENLARGED PRIOR TO MOUNTING.6 SCALE: 1/8"=1'-0" A-2.0 7.01 DIRECT APPLIED ACRYLIC FINISH SYSTEM BY E.I.F.S. MANUFACTURER ON SMOOTH FACED 12" CMU W/ FLUSH JOINTS 7.02 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) n 7.03 SHEET METAL OVERFLOW SCUPPER FINISHES P-1 � o Ln w o � � oz N 7.04 ALUMINUM CANOPY. REFER SPECS AND ROOF PLAN. a- m o w O "j � j Q bi m Q \ 7.05 PREFINISHED METAL COPING. REFER TO PF- FINISHES. F-1 BLACK VINYL COATED FAB. (FENCING) PF-1 WHITE (PREFINISHED) m ZZ w- w v �`� aw wLd m 7.06 PREFINISHED METAL CORNICE m t� Fes- ``� w z w z w I w P-1 LOWS S LIGHT GRAY (PAINT) PF-2 LIGHT GRAY (PREFINISHED) > U I!w_ J Z p F- U r I J w d¢LL-m m Z Z = 7.07 PREFINISHED METAL PANEL SYSTEM w w z v � LL I; N z �` ca P-2 LOWE'S MEDIUM GRAY (PAINT) PF-3 LOWE'S BLUE (PREFINISHED) U � w ``�' m m o o a z o O w 1 p M p co 7.08 STANDING SEAM METAL ROOF Z O cn > a 00 J IL, O o U U a U P-3 LOWE'S DARK GRAY (PAINT) PF-4 LOWE'S RED (PREFINISHED) R c� w w _ o Q m Q o CK z J vi w w Z J vi J z 7,09 METAL GUTTER, PAINTED z Q m m wn ¢ LL J J p P Q Q N m Q z L_ M.0 M ¢ m P-4 LOWE'S RED P w _ D D O J w U x O w = = w w =� 7.10 METAL DOWNSPOUTS, PAINTED (PAINT) EF-1 LOWE'S LIGHT GRAY (E.I.F.S.) L- F- Q cn wi U m m F- U w w z cn w L,; U Q N - U Ln N r7 c0 r- O N � U) U� m cp7.11 EDGE OF CANOPY ABOVE P-5 OSHA YELLOW (PAINT) EF-2 LOWE'S MED. GRAY (E.I.F.S.)Jo o oDo Oo 0 0 0 o Jo o 0 00712 PREFINISHED MEDAL MEDALLION 0 U o 0 0 0 00 1 • P-6 WHITE (PAINT) NA NATURAL ANODIZED (ALUM) 0 0 7.13 METAL CANOPY, PAINTED 8.01 OVERHEAD DOOR / T.O. FRAME 8.02 HOLLOW METAL DOOR AND FRAME TYPICAL, PAINTED. ✓ SOY- �8 8.03 ALUMINUM STOREFRONT. T.O. } o MASONRY/FRAME 8.04 AUTO -SLIDER DOOR, REFER A-6.0 I 28 -8 1 � t 8.05 SHADE STRUCTURE, REFER SPECIFICATIONS Ow O - w - - ..�.- -- - -- --- - -- - --- 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET o 4'-0" "O a ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW I � r 11 -6 . :..i HUM TYP. -I*� 11.01 TRASH COMPACTOR, NOT IN CONTRACT 11.02 DOCK SEAL, REFER A-2.1 Ow EQ w EQ. ' T.O. TUBE STEEL .x- 11.03 DOCK LEVELER REFER SPECS. SEAL WATERTIGHT 1$ -4 TAPER FACE OF - - - - - - - O s 16.01 ACCENT LIGHT SHELTER ACCORDING DOCK SHELTER. SEE g'-4" EQ. 16.02 ACCENT PANEL TO MANUFACTURER'S SPECIFICATIONS FOR M.O. I - ------ --- _- -- RECOMMENDATIONS - FIXED FRAME SHELTER STEEL BUMPER GUARDS J 2'-6" SEE SITE GRADING PLAN FOR SLOPE. 4" BUMPERS CD O CD 0 I DRAFT PADS (FOAM) I I I C° SET TOP OF PADS EVEN W/ FIN. FLR. I � I 6'-0" W. EOD LEVELER - OR DOCK LEVELER. SEE SPECIFICATIONS FOR LEVELER OOR AND DOCK OR E O,D DOCK MANUFACTURER (LEVELER AT DOOR 17A ONLY) LEVELER MANUFACTURERS. - ROLL -UP DOOR SEE SCHEDULE I I 7'-0" I i I I I T.O. FIN FLOOR 0' -0 )I EDGE OF SLAB -1 -6 7/8" SIDE ELEVATION FRONT ELEVATION DOCK ZtS"')HELTER 5 SCALE: 1 /4"=V-0" A-2.0 O I I �- 0 0o� � - pw pm :2 w Ld w p w , n. � CU W L ry a ¢� W J> EL Ld Qf 11 p O W O Z FQ U F- m O O � w WU w U w Li U w :O O i 0 Li J (n Z W Z a LL N, � P Li n of U W U WU W m w Odo OncUu O w0¢ ¢ U O ¢ U U m000O 0 00or- 4 Lno o0 T.O. MA30N8; 0 m :4 37'-2" T.O. FRAME 30 -8 11 lO 16'-7" O 4'-2" 12'-0" OI 12'-0" n Z� O U w Lil O U- ¢ N LL 20 � L� d I O>- 0J w w a w W 0- ¢ U F- :�i 1- U UO� Z = ¢ = Z l¢QO ryLL U 0 O N J 0 1=- LLI U U ~ w a w d I U uj Z Z J opw= Q C.1 v > > C LL o mo � m m 8.2 F- �_- U :2E :2 O :E U U w cn3: 3: :E ¢ U U w 0 n U¢¢ o o m-t m o 0 I O 5'-0" I I� 40 N I rn n O O J n W ow 0 n w z a ¢ Ld Z _ J O XV Lu uj ) O :�i 0 00 O � 12 6 m mm T.O. FRAME \4v 38'-6" T.O. FRAME 33 -6 ,dt-\T.O. MASONRY D 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 LOVIE'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 04115i02 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 1 FIRE RESISTANCE RATINGS - ANSI/UL 1999 FIRE RESISTANCE DIRECTORY DESIGN NO. U428 NONBEARING WALL RATING - 2 HR 1 � 1 4 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 600 MM OC, 3. GYPSUM BOARD* 1 IN. THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN NOM. 24 IN. OR 60D 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-B 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/FF3. U S GREENFIBER L L C -- Cocoon stabilized cellulose insulation. * BEARING THE UL CLASSIFICATION MARKING DETAIL U428 SCALE: NTS FIRE RESISTANCE RATINGS - ANSI/UL 1999 FIRE RESISTANCE DIRECTORY DESIGN NO. V417 NONBEARING WALL RATING - 1 HR 1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, FORMED FROM MIN NO. 25 MSG (MIN 20 MSG WHEN ITEM 4C IS USED) GALV. STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. 2. STEEL STUDS - CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM MIN. NO. 25 MSG (MIN 20 MSG WHEN ITEM 4C IS USED) GALV. STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS* - MINERAL WOOL BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. ROCK WOOL MFG. CO. - DELTA BOARD. ROXUL INC. 4. WALLBOARD, GYPSUM* - 5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. AMERICAN GYPSUM CO. - TYPE AG-C. CANADIAN GYPSUM COMPANY - TYPES AR, C, IP-X2, SCX, SHX, WRC OR WRX. CONTINENTAL GYPSUM COMPANY - TYPES CG5-5. CG6-6, CG9-9, CG-C, CGTC-C. FIRE RESISTANCE RATINGS - ANSI/UL G-P GYPSUM CORP. - TYPES 5, 9, C, GPFS6, GPFS-C. 1999 FIRE RESISTANCE DIRECTORY JAMES HARDIE GYPSUM INC. - TYPE BG-C. NATIONAL GYPSUM CO. - CHARLOTTE, NC - TYPES FSK-G, FSW-G DESIGN NO. U905 NATIONAL GYPSUM CO. - RIYADH, SAUDI ARABIA - TYPE FIR OR WR PABCO GYPSUM CO. - TYPE PG-C BEARING WALL RATING - 2 HR REPUBLIC GYPSUM CO. - TYPE RG-C NONBEARING WALL RATING - 2 HR STANDARD GYPSUM CORP. - TYPE SG-C TEMPLE -INLAND FOREST PRODUCTS CORP. - TYPE TP-5 UNITED STATES GYPSUM CO. - TYPES AR, C, IP-X2, SCX, SHX, WRC OR 3 WRX M 4 WESTROC INC, - TYPE WESTROC FIREBOARD YESO PANAMERICANO SA DE CV - TYPES AR, C, IP-X2, SCX, SHX, WRC i OR WRX Or 4A. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEM 4) - NOM. 3/4 IN. THICK, 00 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED i _' `" J Z TO 1-1/4 IN. ' t r n CANADIAN GYPSUM COMPANY - TYPE AR r y - y' f '(•. e J d• a `u _'� UNITED STATES GYPSUM CO. - TYPE AR YESO PANAMERICANO SA DE CV - TYPE AR 4B. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEMS 4 AND 4A) - 5/8 IN. 1 2 HORIZONTAL SECTION THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. CANADIAN GYPSUM COMPANY - TYPE WSX UNITED STATES GYPSUM CO. - TYPE WSX 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). YESO PANAMERICANO SA DE CV - TYPE WSX SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 4C. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEMS 4, 4A, 48) - 5/8 IN. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT THICK GYPSUM PANELS, INSTALLED AS DESCRIBED IN ITEM 4 WITH TYPE S-12 LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND STEEL SCREWS. THE LENGTH AND SPACING OF THE SCREWS AS SPECIFIED UNDER TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN ITEM 4. CANADIAN GYPSUM COMPANY -TYPE FRX 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. UNITED STATES GYPSUM CO. - TYPE FRX 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, 5. JOINT TAPE COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOM. 3/32 IN. (ITEM 1). THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY 6. FURRING CHANNEL - (OPTIONAL - NOT SHOWN) - RESILIENT 25 MSG GALV. EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION PAN -HEAD STEEL SCREWS. NOT FOR USE WITH TYPE FRX GYPSUM PANELS. * BEARING THE UL CLASSIFICATION MARKING 5. FOAMED PLASTIC* - (OPTIONAL - NOT SHOWN)- 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). CELOTEX CORP. - TYPE THERMAX * BEARING THE UL CLASSIFICATION MARKING L DETAIL V417 UL DETAIL U905 SCALE: NTS 8 SCALE: NTS A 8 C D W (D � p w w C) V) U a_j w Ua v) p m w U O� J O QW'0 Lij 0Q Q L, J <3: m_ m � Li LIJ LJQUOmV) Q pV _ mO XW J CEILz J - Q Q z UWW N QJm9-0 > m r- Q I— (D m L_ (D C) W Q v) m (D Cn � w 00 ING Q W W B.O. ,SOFFIT CEILING 9'-0„ B.O. BULKHEAD 7,_0» i i O I ` QW O0 0' FINISH FLOOR ` co+ FINISH FLOOR \ CO z N 0'-0 0 —0' ELEVATION 0 o COL 0 COL 8» I Emso 1 1/2" EIFS APPLIED �� 6 2 LAYERS 3/4" CDX L 13 W PREFINISHED EDGE TO 1/2" EXTERIOR ` I PLYWOOD 8" HOME CENTERS, INC. FLASHING SHEATHING ON 6" P.O. BOX 1111 N. WILKESBORO, NC 28656 MEMBRANE FLASHING STUDS, REFER SEALANT 4 } 4" 6" METAL STUDS STRUCTURAL ( _�+� I i REFER STRUCTURAL REU�S�QN� SEALANT TUBE STEEL FRAME. PREFINISHED METAL PF-1 O PRE -BID SET 0 POSTBID SET SURFACE APPLIED BASE ` ISSUE DATE ISSUE DATE COAT, RIGID INSULATION 00 I ` REF: STRUCTURAL. PRIMER AND ACRYLIC CONTINUOUS CLEAT TT I i PREFINISHED METAL LINER `� `� � � I i LINER PANEL FINISH PER E.I.F.S. MFG. SINGLE PLY ROOFINr_ J�T.(�. STFFI _ t o0 PRE FINISHED I DATE DESCRIPTION OVER SMOOTH FACED CMU 1 1/2" WITH FLUSH JOINTS RAKE JOINT WITH CONT SEALANT 1 1/2" RADIUS CMU `> ,gbB.O. RADIUSED CMU EL 3 -4 L 13 w 12" SPLIT -FACE CMU ,� (8" @ SIM) `/ 77 GROUT COLLAR JOINTS SOLID DETAIL 9 SCALE: 1 1 /2"= V-0" A-3.0 PRE -FINISHED METAL COPING SEALANT At T.O. STUD 1 2x TREATED WOOD EL 28'-8" _ x, i i _ BLOCKING SINGLE PLY MEMBRANE CLEAT ROOFING ON 1/2" EXTERIOR SHEATHING, EXTEND UP AND SEALANT OVER TOP OF PARAPET I I 1 1/2" EIFS ON 1/2" EXTERIOR SHEATHING ON 6" METAL STUDS REF: STRUCTURAL CAP FLASHING 0 METAL STUDS SCALE: 1 1 /2"=V-0" A-3.0 T.O. MASONRY BEYOND EL 30 -8' 4 A-3.0 - T.O. PARAPET EL 2$ -8 li 11 A-3.3 SI . i T ®1 JST. BRG. NF EL 26'-0" I 3/4" "V" GROOVE JOINT (TYP) o S 1 1/2" E.I.F.S. APPLIED 10' < 10" ON 1/2" EXTERIOR SHEATHING ON 6" METAL 4 STUDS REFER STRUCTURAL SPLIT FACE CMU ACCENT BEYOND N ' 7 A-3.0 SIM. �1:7 11 T.O. STEEL EL 18 -4' J I� ACCENT LIGHT 1'-8" I- 1'-8" FIXTURE REFER ~I� 12/A-3.3 3' 4" CONTINUOUS STEEL ANGLE, REFER STRUCT. PREFINISHED MANUFACTURED METAL CORNICE ON COLUMN BEYOND CROWN CORNICE TO DRAIN CMU WALL BEHIND CORNICE ADHERE SEPARATE SHEET OF SINGLE PLY MEMBRANE ROOFING UP AND OVER TOP OF PARAPET SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION MEMBRANE. EXTEND DOWN FACE OF WOOD BLOCK METAL DECK AND STEEL JOISTS. REFER STRUCTURAL TREATED WOOD BLOCKING 3/8" LAG BOLT AT 48" O.C. MAX. CAP FLASHING AT CMU SCALE: 1 1 /2"=V-0" A-3.0 6/A-3.0 Ad- 1 T.O. TUBE STEEL 1 EL VARIES 1 ` � I i f 1iv i 1 0 1i i I I I I WIND COLUMNS I REFER STRUCTURAL SINGLE PLY ROOFING MEMBRANE ADHERED TO / 1/2" EXTERIOR I I �SHEATHING CROWN CORNICE TO LDRAIN CMU WALL BEHIND 10', CRONICE E CONTINUOUS ALUMINUM FLASHING AND SEALANT. BACK PAINT FLASHING WITH BITUMINOUS PAINT PRIOR TO INSTALLATION. ALTO. MASONRY BEYOND EL 30 -8 I I I I 1 1 A-3.3 SIM - � 1 p I I I17 1 7 1 I I I I I I I I � ..I. JOIST BEARING -- EL 26'-0" I 6" STUDS i �• REFER STRUCTURAL I I STEEL BEAM REFER STRUCTURAL 1 1 METAL PANEL SYSTEM ON METAL DECK & STEEL SHIMS ON 1/2" EXTERIOR o JOIST, REFER STRUCTURAL P-6 SHEATHING ON 1/2" HAT CONT. 2 1/2 X 2 1/2 X 1 /4 CHANNELS. ALL MATERIALS ANGLE WELDED TO JOIST SEAT. TO BE SUPPLIED ANDINSTALLED BY METAL FIT TIGHT TO BLOCK BIRDS PANEL CONTRACTOR i STEEL_ BEAM REFER STRUCTURAL P-6 SPLIT FACE CMU ACCENT BEYOND CONT. ANGLE TOP & BOTTOM REFER STRUCTURAL P-6 WIND COLUMNS (NOT SHOWN) REFER STRUCTURAL T.O. STEEL EL 18'-4" PREFINISHED METAL LINER PANEL PF-1 ACCENT LIGHT FIXTURE REFER 12/A-3.3 CLOSURE AND TRIM PF-1 PAINTED STEEL BEAM REFER STRUCTURAL P-4 CONT. 2 1/2 ANGLE WELD[ TIGHT TO BD ANGLE BOTP FINISHE[ PANEL`. CLOSURE AN[ PAINTED STEE REFER STRUC FLASHING 7 SCALE: 1 1 /2"=V-0" i'- PANEL PF-1 CONTINOUS SEALANT PAINTED TUBE STEEL BEAM REF: STRUCTURAL 8"x8" TUBE STEEL COLUMN BEYOND, WHERE INDICATED ON ELEVATIONS & SECTIONS CHAINLINK FENCE AND POSTS REFER PLAN FOR LOCATIONS. I i EIFS A-3.0 I ON 1/2" HAT 1 6" CHANNELS. ALL MATERIALS TO BE 1 3/4'� SUPPLIED AND '^'p !! nn PANELLED CONBTRACTORL CORN ! C' F 0 C nnr rinu�� irn ur-rni nr.ninin rI METAL PANELS SCALE: 1 1 /2"=V-0" MANUFACTURED METAL CORNICE/COPING METAL TRACK 3 5/8" X 20 GA METAL KICKERS © 32" O.C. 1" THICK TREATED WOOD BLOCKING. SINGLE PLY ROOFING MEMBRANE ADHERED TO 1/2" EXTERIOR SHEATHING UP AND OVER TOP OF PARAPET CONT SEALANT Ai-\ T.O. STEEL Rio' EL 18'-4'" CONTINUOUS M FLASHING BACKPAINTED V BITUMINOUS PA PRE -FINISHED MANUFACTURED METAL CORNICE ON COLUMN BEYOND At--\T.O. MASONRY BEYOND EL 30 -8 I 4 A-3.0 I ,� T.O. PARAPET 1 EL 28 -8 1' SINGLE PLY MEMBRANE ROOFING ON 1/2" EXTERIOR SHEATHING UP AND OVER TOP OF I PARAPET I JST. BRG. EL VARIES 1 1 1/2" EIFS APPLIED TO 1/2" EXTERIOR SHEATHING OVER 6" �I METAL STUDS REFER STRUCTURAL 3/4" "V" GROOVE JOINT (TYP) SPLIT FACE CMU ACCENT BEYOND N 7 A-3.0 SIM h T.O. STEEL EL 18'-4 CA 1 A.22 10" I METAL PANEL SYSTEM ON SHIMS ON 1/2" EXTERIOR SHEATHING ON 1/2" HAT CHANNELS. ALL MATERIALS TO BE SUPPLIED AND INSTALLED BY METAL PANEL CONTRACTOR 8"x12" TUBE STEEL BEAM PAINT BOTTOM AND SIDES PRIOR TO INSTALLATION FLASHING METAL PAN LS 5 SCALE: 1 1 /2"= V-0" CROWN CORNICE TO DRAIN REFER 10/A-3,3 SHEET METAL REGLET CMU WALL BEHIND CORNICE I I SEAL AND PAINT CMU I DECK CLOSURE SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN YMOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE A-3.0 THIS DRAWING WAS PREPARED 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 ORAT A LATER TIME. USE OF THIS DRAWNG 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 FlND IS CONTRARY TO THE LAW, METAL DECK & ROOF STRUCTURE REF: STRUCTURAL P-6 PREFINSHED METAL LINER PANEL ON 3 5/8" 20 GA METAL STUDS AT 16" O.C. PF-1 CONT. ANGLE TOP & BOTTOM REF: STRUCTURAL PREFINISHED METAL LINER PANEL PF-1 WIND COLUMNS (NOT SHOWN) REFER STRUCTURAL STEEL BEAM PAINTED 0 e� 3'-4" RIGID INSULATION 1'-8>' 3'-8" REFER STRUCTURAL P-4 Lo ll_ j 1 -- co I "_ 5'-4„ T.O. MASONRY/ c�1 ti Lo r I JOIST BRIG. i EL 13 -4" 0 c0 I F ` 12" SMOOTH FACE �I1, ulj 0 l L0 co I�, < ® l CMU (PAINT) co Lu 8" SPLIT FACE s a o CMU (PAINT)-{ DOOR MOTOR LINTEL BEAM REFER METAL DECK Z & STRUCTURAL OVERHEAD DOOR ROOF STRUCTURE, <' LINTEL BEAM AND TRACK REFER Y j BEAM BEARING REFER STRUCTURAL P-6 STRUCTURAL p BEAM BRG. o EL 10 -0 EL 10'-0"qV Q w0 DIRECT APPLIED FDIRECT APPLIED j®j c j 0 0 ACRYLIC FINISHING ACRYLIC FINISHING wbt ' SYSTEM PER E.I.F.S. SYSTEM PER E.I.F.S. CD MANFACTURER APPLIED MANFACTURER APPLIED N DIRECT APPLIED OVER SMOOTH FACED i CMU W FLUSH OVER SMOOTH FACED / 4"x4"x1/4" GALVANIZED �^ CMU W/ FLUSH ACRYLIC FINISHING w°-i SYSTEM APPLIED OVER JOINTS ANGLE CORNER GUARD JOINTS Pa°-i = c*} i SMOOTH FACED CMU ANCHOR TO BLOCK W/ 1/4" { W/ FLUSH JOINTS ( O.C. ANSION ANCHORS ® 24" f FINISH PER E.I.F.S. i MANFACTURER ' 4" HIGH 1 1/2" 4" HIGH 1 1/2" 23C 2RADIUS CMU 3A 1 1/2" � / 9 A-3.0 I 4" HIGH 1 SIM RADIUS CMU BLOCK 9 A-3.0 SINBLOCK Cj) BEYOND 1 1/2" U% __ - � 1 /2„ RADIUS i t Q -Lli �- B.O. 4" RADIUS CMU I CMU BLOCK B.O. 4" RADIUS CMU I O PIPE BOLLARDS �--- RADIUS CMU EL 3 -4' 1 1 EL 3 -4 I 1 11 /2" TYP REFER EL 3'-4" I L(�W SINGLE SCORED SINGLE SCORED SPLIT STRUCTURAL I � _ SPLIT FACED FACED CMU PAINT j/ FACED CMU - z (PAINT) 9 A-3.0 SIM SINGLE SCORED SPLIT 06 � rn r J CMU (PAINT) > CONCRETE % j/ �� U) wcn 0 ISLAND J - > w Li CONCRETE ISLAND O LL 1 � Z. L -- - - INFILL OF CONCRETE w� FININ BLDG. + ISLAND BY —� I CONTRACTOR BUILDING FININ FBRDG. - 0 O 6�- - MAIN LR. w FIN. FLR.�- EL 0'- 0 EL 0 0 Ij —I 4, ° _ a EL 0'-0" �!I� �[ ui U) 0 c o U� LL O fCl�rr�;�(Y�c F�� r (k ���=�`�����' °� a � r'� �� ��� C,)``r; � .. ��r���in?r ' ���.X��� ��' y �1�=� Y ' ° � � � W ci III -III _ I I-1 I I I I I- : 11 I -I 11=111=1 I I-1 I I - Z LL Z III 11=111 11[=111 -I�1 III-1�1 1�1= _ -J z ° � � ° � � � � I i-III=1 I II I i i=111= �! I I=1 I I -III -I i i=1II I II I II � II I I1 � II I II � I I - III III-1 I -I I i- -III I i_I I I -III- -III III=1 I_I I- Q III_, I_I CONCRETE CURBS BYEll-, I-11I-111=_ _ - -III-11 I-III=11 1=1I' -1 1=1 I-1 -�1 -1 1=1 1=1I' ®1 J u) SITE CONTRACTOR i =1I I-1I I-111 < ° -1I -1I -1I -1 I1=1I1=1I I-1I I < ° 0 II=III= III-III=III= =III -III- III REFER STRUCTURAL FOR _ _ ORIGINAL -I' 1=III=1�'- :IiI-I 1=III=1I'- FOUNDATION AND ISSUE DATE: 04/15/02 d „III III' d a „III II i' CONCRETE SLAB PERMIT SET �y ISSUE DATE: 04/15/02 C U ST' LOADING CANOPY � U ST. LOADING CANOPY C U ST. LOADING CANOPY CONSTRUCTION SET WALL SECTION WALL SECTION WALL SECTION ISSUE DATE: DRAWING NUMBER: SCALE: 1/2"=V-0" A-1.0 SCALE: 1/2"=V-0" A-1.0 SCALE. 1/2 —1 -0 A-1.0 03/18102 A30-V2 A-3.0 119-155-GCL PCO(7Ed 4 I SEALANT PRE -FINISHED MANUFACTURED 1'-4"X1'-4" PRE -FINISHED MTL. METAL CORNICE (REFER SPECS.) PRE -FINISHED MANUFACTURED 1 MEDALION AT EACH SUPPORT BRACKET METAL CORNICE (SEE SPECS.) a � RIPPED 2X6 BLOCKING 2 LAYERS 3 4" CDX PLYWOOD SUPPORT BRACKET SUPPORT / i REFER STRUCTURAL ANCHOR W/ 1 /4" EXPANSION _ �°__ - X_ 2 LAYERS 3/4" CDX PLYWOOD ANCHORS @24" O.C. EMBED A CANOPY BRACKET 3 5/8" 20 GA METAL ON 2X TREATED BLOCKING. MIN 2" INTO GROUT ------- - ANCHOR W/ 1/4" EXPANSION EL 18'-0" '';1------°- � STUDS �16" O.C. ANCHORS ©24" O.C. EMBED A SINGLE PLY MEMBRANE ROOFING CONTINUOUS SEALANT ON PREFI�ISHED METAL PANEL ON SHIMS MIN 2" INTO GROUT WRAP OVER TOP OF PLYWOOD 1 2" EXTERIOR SHEATHING ON PRE -FINISHED MTL. 1 2 HAT CHANNELS PROVIDED AND EXTEND SINGLE PLY MEMBRANE COUNTERFLASHING . . . INSTALLED BY METAL PANEL INSTALLER 1 1/2" E.I.F.S. APPLIED /� ROOFING OVER PLYWOOD - - . . . . . . . . . . . . . . . . CANOPY SUPPORT REFER - - - � - STRUCTURAL, PAINT � � 45° T.O.M. 1/4'C ANCHORSS©48" SEAL FLASHING TO _ EL 33-4 T + ` ` CANOPY ANGLE - a '< T.O.M. ,� SEALANT 00 \ ° ° O.C. STEEL BEAM ...._.._. EL 30-8 a a °a T.O. BEAM c = _ " a REFER STRUCTURAL SEALANT o `,�� ° CONT. ALUMINUM FLASHING. ° 00 ° ® a® ° ®< w BACKPAINT W/ BITUMINOUS PAINT . ° + SEALANT CONT. . . . . . TREATED WOOD BLOCKING . MC STEEL CHANNEL . - . n PRE -FINISHED o + „ . . . . J MANUFACTURED I 3 5/8 20 GA PAINTED 12 x2 x1/4 TUBE AND ANCHORS, a . . STEEL TRIM . . . REFER STRUCTURAL J_4 PRE -FINISHED MTL. _ _ METAL CORNICE `V � KICKERS ©32" O.C. - `� �� ..�. ° - COUNTERFLASHING iv (REFER SPECS.) SEALANT - 1/8' METAL CLIP ANCHOR © . . . . . . . / 48" O.C. W/ 1 /4" ANCHORS j B.O. CANOPY 5/8 GYP BD ON SEALANT SMOOTH -FACED CMU EL 1 1'-4" METAL CANOPY ° �� 3-5/8" 20 GA METAL ' METAL PANEL SYSTEM ON 1/2" REFER STRUCTURAL ,/ STUDS © 16" O.C. ' 0o EXTERIOR SHEATHING ON 1 2" METAL CHANNEL FRAME / ACRYLIC FINISH E E / SEALANT CONT. _ _ PAINT ALL EXPOSED I . . SURFACES SYSTEM ON SMOOTH HAT CHANNELS. ALL MATERIALS SPLIT -FACED CMU FACED CMU, BEYOND �� TO BE SUPPLIED AND INSTALLED i PER E.I.F.S. ` BY METAL PANEL SUPPLIER. MANUFACTURER 12 ' CMU � R-13 BATT INSULATION 1 1 /2 ' IK it L %I I� 1 1 /2" 4 1 /2" (-1 1 /2" 2'-0„ CORM AT PILASTER SCALE: 1 1 /2"=V-0" A3-.1 $ A- 3.1 I 1 I I I I 1 I I T. 0 . M . ----- --- I EL 30-8' I 1 1/2"' I 4 1/2�I �1 7/8» CORNICE AT METAL L 7 SCALE: 1 1 /2"=V-0" A3-.1 I SINGLE PLY MEMBRANE ROOFING FULLY ADHERED TO I I CMU EXTEND UP AND OVER ! PARAPET 11 A-3.3 SIM. SINGLE PLY MEMBRANE ROOFING ®m ON R-20 RIGID INSULATION I 1 JST. BRG. EL 26'-0' I d METAL DECK AND STEEL JOIST REFER STRUCTURAL P-6 SINGLE SCORED SPLIT FACED CMU ACCENT STRIP BOND BEAM AT BRACKET CONNECTION CANOPY SUPPORT. REFER STRUCT. CANOPY BRACKET ACRYLIC FINISH ` SYSTEM ON SMOOTH FACED CMU 5 A-3.1 I I I I I I _ B.O. . _CANOPY EL 1 1--4 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. FASCIA DETAIL AT T L 6 SCALE: 1 1 /2"=V-0" A-3.1 7 A-3.1 1 T.O. M. EL 33-4 � I I I I I 1 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 2 CA NO P Y 24'-8" SCALE: 1"=V-0" SINGLE PLY MEMBRANE ROOFING FULLY ADHERED TO CMU EXTEND UP AND OVER PARAPET PILASTER BEYOND o 11 A-3.3 SIM. SINGLE PLY MEMBRANE ROOFING METAL PANELS OVER 1/2" EXTERIOR �° ON R-20 RIGID INSULATION SHEATHING ON 1/2" METAL FURRING I I STRIPS PROVIDED AND INSTALLED BY I I METAL PANEL INSTALLER I JOIST BRG. I EL 26 -0" I FOAM FILLED INSULATION IN ALL UNGROUTED CELLS METAL PANEL REVEALS BY o MANUFACTURER A. ACRYLIC FINISH SYSTEM ON SMOOTH FACED CMU, BEYOND I SMOOTH FACED CMU WITH FOAM INSULATION IN ALL UNGROUTED CELLS 4/A-3.1 — ® m — ® — — w ® ® ® O ® ® .mom — — ® — — v — ® BOND BEAM AT I I I BRACKET CONNECTION `r I I I 3 5/8" 20 GAI STUDS AT 16" IO.C. CANOPY BRACKET EL 18 -0 IC7C7 I v I i I I ACOUSTICAL 1 I CEILING I EL 15 -6 I � I I I ! I I I 00 I I I I o N I I B.O. CANOPY Et0. BEAM El- 1 1 -5 1/ ! METAL CANOPY. REFER STRUCTURAL 8'-1 1/2" 12'-4 �1/ " ACRYLIC FINISH SYSTEM ON SMOOTH FACED CMU, BEYOND PER E.I.F.S. MANUFACTURER - SPLIT FACED CMU W/ FOAM INSULATION i 18 GAGE SLIP TRACK WITH 1" MOVEMENT 7/A-3.4 SIM 6 A-3.3 T.O.M. EL 28 -8 I N 11 ,A-3.3 SIM I JOIST BRG. I r v EL 25 -7 3/4" X o# JOIST BEARING EL 25 -4 4' 1 1/2" E.I.F.S. ADHERED TO SMOOTH FACED CMU PER MANUFACTURER'S o I xj METAL DECK AND STEEL RECOMMENDATION JOIST REFER STRUCTURAL P-6 3/4" DEEP V-GROOVE JOINT PER E.I.F.S. METAL STUDS REFER INDUSTRY STRUCTURAL AND SPACING FOR SIZE STANDARD (TYP.). N METAL STUD KICKERS AT 4 8 " O.C. STRUCTURAL REFER 6 A-3 1 CONTINUOUS LEDGER METAL T.O. BEAM I I EL 18 - o I 12" SMOOTH FACE CMU THIS COURSE AND ABOVE. 2"x12" PAINTED TUBE STEEL TRIM. ACOUSTICAL CEILING P-4 SUSPENDED FROM STRUCTURE 6"X6" TUBE STEEL HEADER. REFER STRUCTURAL ACOUSTICAL CEILING OEL 11 -4 EXIT SIGN ACOUSTICAL BEAM BEARING CEILING EL 8'-8 EL 9 -0 12" SPLIT FACED CMU WITH FOAM INSULATION IN ALL AUTOMATIC SLIDING UNGROUTED CELLS - DOOR ASSEMBLY I I x 11 4. II• 4'-2" �- 6" 20 GA METAL ©16" O.C. 1/2" ALUMINUM 1\LYIrIL IL 5/8" EXTERIOR SHEATHING, A-3.1 2 CORNICE BEYOND - - SEAL TOP OF COUNTERFLASHING 1 SINGLE PLY MEMBRANE ROOFING FULLY ADHERED TO CMU EXTEND UP AND OVER PARAPET SINGLE PLY MEMBRANE i ROOFIING ON R-20 RIGID INSULATION 7 A-3.4 ® SIM. METAL DECK AND STEEL JOIST REFER STRUCTURAL. P-6 12" SMOOTH FACED CMU. HOIVIE CENTERS, INC. P.O. BOX 1111 N. 1WILKESBORO, NC 28656 R VISION OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE THIS DRAWING IS THE PROPERTY OF LOVVE'S HOPdE CENTERS, I" ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRJTTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICSITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 041l S,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 EXPJ'd PLE 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. P_ IN ALL UNGROUTED CELLS x. 12'x4 SMOOTH FACED C.M.U. m 4" HIGH WITH 1 9 A-3.0 1/2" RADIUS 4"HIGH 1 1/2" RADIUS CMU. 02B 02A 02C CMU BLOCK Lli BOT. OF 4 RADIUS CMU I BOT. OF BULLNOSE SPLIT-F CE SMOOTH -FACE EL 3'-4" EL 3'-4' CMU CMU 1 1/2"�, SPLIT FACED CMU ca } 12"x8" SINGLE SCORE fi z SPLIT FACED CMU 1, SMOOTH FACE CMU {Ji Q 1 /2 PREMOLDED EXPANSION O � 0 1/2" PREMOLDED JOINT LL EXPANSION JOINT W/SEALANT 2" PERIMETER w N INSULATION FIN FLR FIN FLR cn EL 0'-0' <° EL 0'-0" o 7_57 r�ns _j U i-� I1 I III -i -1 I -I I- OKj t Urn,- - 2, s� I -1 -1 i -1 F -1 I I • • ,III_ FOUNDATION AND :3 FI�III1_i 2" PERIMETER iZII-III=IIII III -III-; =1II-III-III-III III iII=III-III-IIi=I1 -III-III=I II -III III- III III -III II o SLAB. REFER ` : III, 4 I, III -III__ I il�lll III —III -II —III—I11=III=11I III —III III —III— I I—h , —III I11= w cr INSULATION 1 I i II 1 Ii i= _ =1 I -I I II I II I II II i I SLAB AND 111=1 11=1 I I I I -I I I STRUCTURAL - I- III -I ° °° FOUNDATION. REFER —111-III _ III=III III -III- III=1 _ I- ` 4 III -III SLAB AND ORIGINAL ° �II FOUNDATION. REFER ° o STRUCTURAL ° a e ISSUE DATE: ' 2" PERIMETER INSULATION � ° 04/15/02 III STRUCTURAL a 4 c SSUEJIDATE. _I 1 04/15/02 CANOPY PILASTER VEST.CANOPY AT 1 FRONT CONSTRUCTION SET L SECTION OFFICE -WALL SECTIONIL I ISSUE DATE: WALL SECTION DRAWING NUMBER: SCALE: 1 /2"=1'-0" A-1.0 SCALE: 1 /2"=V-0" A-1.0 SCALE: 1 /2"=1'-0" A-1.0 03/18/02 A31-V2 119-155-GCL LPCODE4 1 a a a a a a PRE -FINISHED MANUFACTURED METAL CORNICE/COPING 1Esso (REFER 7/A-3.1 AND 1'-4" 1 2L 0 w SPECIFICATIONS) SEALANT OVER LOWE CORNICE ANCHORS 1 5 A-3.2 1'-6" 5'-4" 5'-4" 12'-6" HOME 1 CENTERS,FBo, Ic NC T.O.M. 1 /4" x 6" EXPANSION SEALANT CONT. 656 STARTER TRIM ATTACHED I • OC\ /��I�n'c • EL VARIES � � + � - I ANCHORS STAGGERED AT TO BLOCKING PER REVISIONS IV�7 I 24" O.C. STANDING SEAM ROOFING MANUFACTURER --- I I PRE -BID SET POST BID SET �, OVER #30 FELTS ON T.O.M. Ltj\I I I O ISSUE DATE ISSUE DATE 2 LAYERS 3/4" ~^ x Ax SEALANT CONT. 1/4" EXT. SHEATHING I EL VARIES I n I SINGLE PLY MEMBRANE I I DATE DESCRIPTION CDX PLYWOOD ( PRE -FINISHED METAL I I ON CMU, EXTEND FASCIAk >. 4 I i OVER TOP OF 1/2 EXTERIOR SHEATHING SINGLE PLY MEMBRANE _ I F I I i ON 3 5 8" 20 GA METAL ' 1 ROOFING ADHERED TO BLOCK x PLYWOOD. STUDS @16" O.C. UP AND DOWN TOP x � OF PARAPET STEEL RAFTER I:`< AND METAL DECK - - 1 STANDING SEAM METAL ROOF REFER STRUCTURAL I I SEALANT ROOFING TERMINATION AR 1 1 /2" ° ON 30# ROOF FELT ON 1 /4 BREAK METAL CLOSURE I I 4 A-3.2 EXTERIOR SHEATHING ON ME1 Q TO COVER BLOCKING METAL PANEL SYSTEM ON k F I DECK REFER STRUCTURAL TREATED 2X6 WOOD I SHIMS ON MOISTURE BARRIER_ _ - - - - - - - - - BLOCKING 1 ON 1/2" EXTERIOR SHEATHING 4 T.O. BEAM �' ---- - ON 1/2" METAL FURRING BY �` ,--------------------- =------------------------ 1 7/8" STEEL ANGLE 44 -0 l METAL PANEL INSTALLER REFER STRUCTURAL I x ROOFING i \ 12" SMOOTH FACED CMU TERMINATION BAR .< METAL PANEL SYSTEM ON t STEEL BEAM, REFER MOISTURE BARRIER ON 1/2" STRUCTURAL I I THIS DRAWING IS THE PROPERTY OF LOWE'S HOME EXTERIOR SHEATHING 0 N 1/2" \ CENTERS. INC. ANY USE OR REPRODUCTION IN WHOLE METAL FURRING BY METAL PANEL OR PART IS PROHIBITED WITHOUT THE EXPRESSED CORNICE \may', J\y�J DETAIL SINGLE PLY MEMBRANE DETAIL j V V �N I C ROOFING ON CMU FLASHING INSTALLER i �, WRITTEN T2001 ALL LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED x \\ STIPULATION FOR REUSE REF. STRUCTURAL FOR STEEL BEAMS AND THIS DRAWING WAS PREPARED FOR USE ON 5 SCALE: 1"=V-0" A-3.2 4 SCALE: 1"=V-0" A-3.2 x F Y SPECIFICSITE AT SANFORD, FL 1 1/2" HOLE IN METAL PANEL AND SHEATHING W/ SEALANT NUT AND WASHERS 2" DIA. X 3/16" WASHER � �� a a 1" STL PIPE SLEEVE, WELDED ;�, � a TO WASHER @ CMU, EXTEND SLEEVE BEYOND FACE OF MTL. PANEL SIGNAGE MOUNTING 6 DETAIL SCALE: 3"=V-0" A-3.2 8/A-3.1 1 1 /4"x6" EXPANSION ANCHORS, STAGGERED AT ® 24" O.C. T.O.M. EL 30'-8" SINGLE PLY MEMBRANE ROOFING ADHERED TO AND I l� EXTENDING OVER TOP OF < PARAPET I J SMOOTH FACE CMU 11 /A-3.3 SIM. T.O. INGLE PLY MEMBRANE SPLIT FACE CMU -�OOFING ON R-20 RIGID EL 27'-4" SULATION PIN <{ `` JOIST BEARING < , EL 26'-0" 4° I I i 1/2" A36 STEEL THRU-WALL ANCHOR BOLT T 1 /2" X 6" X 6" 7/A-3.1 SIM I T.O.M.W-JI EL 33'-4" I PREFINISHED METAL CORNICE I COPING BEYOND METAL PANEL SYSTEM ON MOISTURE BARRIER ON 5/8" EXTERIOR GYPSUM BOARD ON METAL FURRING SYSTEM BY METAL PANEL INSTALLER P'� A A I 11l I'1I-1 A —i �T PREFINISHED METAL CORNICE COPING BEYOND STANDING SEAM METAL ROOFING BEYOND I 1 /4"xC EXPANSION ANCHORS, STAGGERED AT 24" O.C. 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. 12" SMOOTH FACE CMU W/ v H JOINTS, SAW CUT FLUSH J S, � \ TOP OF WALL AS REQUIRED x� li METAL CORNICE I I COPING j n x x I x x ( I x x o !1 X x 4 X ' �x I T.O.M. BEYOND EL 33 -4" x \ Aill,J.0. BEAM F EL 33 -3 b x gt)T.O.M. BEYOND EL 30 -8 ' \\ i "LOWE'S" SIGN ANCHORAGE, DRILL OVERSIZED HOLES THRU METALs< PANEL AND REQUIRED HOLE IN 8 A-3.3 x SINGLE PLY CMU, PROVIDE 1/2 STEEL BACK x MEMBRANE \ PLATE, THRU BOLTS, AND STEELROOFING PIPE SLEEVE/SHIM, (PAST FACE - Till, ADHERED TOOF METAL PANEL) & WASHERSx BLOCK UP TO �\ \ AS REQUIRED. PROVIDE SEALANT x ROOFING AT METAL PANEL HOLE, (WATER I TERMINATION BAR I F I I I JST. BRG. I EL 26 -0 I I �` -77 I � � o METAL DECK AND STEEL JOIST REFER STRUCTURAL P-6 I x. x 12" CMU W/ FOAM FILL INSULATION IN ALL UNGROUTED CELLS - HORIZ. JOINT RENF. @ X 16" O.C. TYP. /. 6 A-3.2 � :::": GALV. CANOPY ROD _ ' SUPPORT W/ TURNBUCKLE - 4/A-3.1 SIM I1 \ 61 �� j STEEL BEA REFER STF CANOPY BRACKET l ; _ I L 3X3X1/4" ANGLES CONT. EL 18 -0 EXPANSION ANCHORED TO �! FRONT WALL AND TEK-SCRE WALL CHANNEL @ BACK. o / X.. 1 1/2" 20 GA. STL. DECK / I #10 TEK-SCREWS PER JOIS T.O. MASONRY <-- METAL DECK FRAMING OR SECONDAR ROOF STRUCTURE P-1 I SINGLE PLY MEMBRANE ROOFING i ON CMU BEAM BEYOND REFER STRUCTURAL P-1 I i �I I HSS 6"x6". REFER STRUCTURAL BRACING - REFER STRUCTURAL P-1 I POURED URETHANE RUBBER SEAL AND CURB I SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION ON METAL DECK AND STEEL JOISTS CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 041l 5102 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE DRAT 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 DRAVANG FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRAR'f TO THE LA�PJ. 0 o CD Q0 M i �E ACCENT LIGHT GALV. CANOPY ROD SUPPORT EL 16 -0 x _ I H.U. FIXTURE X W/ TURNBUCKLE ACOUS. CEILING 00 REFER 12/A-3.3 I x EL 15 -6 ' I LL < Lo 12" SMOOTH FACE < <' I ACOUSTICAL CEILING < U CMU _ _ k METAL CANOPY REFER A-4.2 ` (1 O z < ' HORIZ. JOINT REINF. U METAL CANOPY I Ico @ 16°> O.C. 0 Lo x ` I `co < - --- II Luco < C'6 HIGH BOND YN EXIT SIGN REFER REFER a < < STRUCTURALSTRUCTURAL CO ►� ------- B.O. BEAM B.O. CANOPY X B.O. CANOPY z EL 1 1'-4" I EL 1 1 -4 --—� EL 1 1 -5 1 /2 I i� I O ORIZ. JOINT RENF. .% i _ > __j C3 @ 16" O.C. 4 A-3.1 I STEEL BEAM �/� 1 Q < SIM ti REFER STRUCTRUAL V 1 w O EXTERIOR SOFFIT LIGHT FIXTURE ----------------- O DIRECT APPLIED -12" SMOOTH FACED ORIZ. JOINT RENF. @ 16" O.C. i REFER ELECTRICAL DRAWINGS r B.O. LINTEL w ACRYLIC FINISHING ..... CMU W/ FOAM FILL i� EL 8'-8" SYSTEM APPLIED OVER < INSULATION IN ALL DIRECT APPLIED ACRYLIC FINISHING 1 l N SMOOTH FACED CMU UNGROUTED CELLS SYSTEM APPLIED OVER SMOOTH FACED it t9 W/ FLUSH JOINTS CMU W/ FLUSH JOINTS FINISH PER DIRECT APPLIED ACRYLIC } _ FINISH PER E.I.F.S. < E.I.F.S. MANFACTURER FINISHING SYSTEM APPLIED it = MANFACTURER - OVER SMOOTH FACED CMU 'I • q • W/ FLUSH JOINTS FINISH 12" CMU W/ FOAM FILL INSULATION PER E.I.F.S. MANFACTURER IL - co < IN ALL UNGROUTED CELLS 9/A-3.0 SPLIT FACE CMU -J o i� Lu 4" HIGH 1 1/2" 4" HIGH 1 1 2" RADIUS CMU BLOCK RADIUS CMU BLOCK I 11B 09 10 11A W i 4" HIGH 1 1/2" RADIUS CMU BLOCK ; { / [] ok B.O. 4" CMU rh8.0. 4" CMU B.O. 4" CMU 'Q Wj EL 3'-4" 1 1/2" EL 3'-4" EL 3'-4" n SPLIT FACE CMU z X 1/2" PREMOLDED EXPANSION JOINT 1 / O Z 1/2" PREMOLDED < W/ SEALANT < I I J ❑ _. O - y _ EXPANSION JOINT _ I I��, � LL W/ SEALANT 15# FELT BONDBREAK �it 1/2" PREMOLDED 'I E'-' �- CD 15# FELT BONDBREAK f li EXPANSION JOINT _ C) Q MAIN BLDG. t CONC. SLAB REFER MAIN BLDG. ONC. SLAB, REFER STRUCTRURAL W SEALANT CONC. SLAB � 0/ r } MAIN BLDG. /CD FIN. FL < STRUCTURAL FIN. FL. FIN. FLR. i j REFER STRUCTURAL �co 0 EL 0'-0"77- EL 0'-0'I a EL 0 -0 - --Q - a z _ 00 R o e: 40 0O ° (`� l �11 °e °s°oa aa s.,�1 ,,�� �,< — I-11I—I I ,s " °a °`X /i��-ir,i�n� 'S,1��=llfSr_� O (� `T�1u'-' �..Y`_=r�J _.Ci Lu -->J Z�� i - ' c'I _i I- ° '� I° —I I r I— r—Il 71-1I I-IIIIII I I'- GRAVEL FILL -III--III- !-III III=III I�- GRAVEL FILL -III=III-III-_ _ III -III -III-! I- GRAVEL FILL =III=III-III-_ _I -III -III- Q ' ;III I I _- <� _-1 I I-1 I I-1 11=I I ' I I I I 1=1 I I-1 11=1 I I -1 � 1-1 � 1-_ ' I 1=1 11=1 I I-1 I I-1 I I- =1 I I-1 11=_ � f� o _ - - 2' PERIMETER INSUL. TO 2 PERIMETER INSUL. TO -)11= I I -�-� �- E-III- I J vJ U _II II II < ---1 I II II 1 _ I_ __-I 1= _ - 2" PERIMETER INSUL. TO - 1=_I=1 I I--1 I 1=1 I 1=�' 2'-0" BELOW FINISH GRADE 1- _ I 2'-0" BELOW FINISH GRADE -III -III- -I III -I 1- ® 2• 2'-0 BELOW FINISH GRADE I-1 ' ° ° _III-1I i= ORIGINAL FOOTING; REFER ° 4 - FOOTING; REFER STRUCTURAL a FOOTING; SEE STRUCTURAL 4 ISSUE DATE: 04/15/02 STRUCTURAL ° PERMIT SET PILASTER 1- KONT t I\j AN ISSUE DATE: 04 �►! OP Y EN T 1 \1 C/©1�N O PY CONSTRUCTION SET SET 3 WALL SEC ON WALL SECTION WALL SECTION ISSUE DATE: SCALE: 1/2"=1'4' A-1.0 2 SCALE: 1/2"=V-0" A-1.0 SCALE: 1/2"=V-0" A-1.0 DRAWING NUMBER: 03/18/02 A32-V2 A-3.2 119-155-GCL LPCODE5 • PREFINISHED 6 3/4" PRE -FINISHED METAL COPING ACCENT LIGHT HORIZONTAL JOINT REIFORCING @ 16" O.C. 2 LAYERS 3/4" CDX G SHIELD VERTICALLY PLYWOOD. HILT] EXP \ 4 1/2" � PRE -FINISHED METAL MOUNTING FULLY ADHERED SINGLE PLY MEMBRANE ROOFING. ANCHOR TO BOND COPING AND CORNICE LOWE PER CITADEL ATTACH PER MANUFACTURER'S STANDARD. BEAM @ 24" O.C. AT SIMILAR CONDITION HOME CENTERS, INC. MFG (2 PER SIDE MIN) Ste— SLR. P.O. BOX 1111 N. WILKESBORO, NC 28656 �4 . . . ; • • SEAM PLATE WITH FASTENERS AT 12" O.C. MAX. o ! ! : • : , : , • ,----------- ----- RV1 nn'' �+ � SINGLE PLY MEMBRANE ROOFING ON = -___ -- i O PRE -BID SET POST BIDSET--- - , Q I RIGID INSULATION ---- _-- ISSUE DATE ISSUE DATE I T.O. MASONRY i <f�� ->>a EL 30-8 , �S DATE DESCRIPTION i f., i ---`7 i d . . - ' a , , ELECTRICAL � + JUNCTION BOX i REFERENCE . X ��I N - ----- a ,� ELECTRICAL SHEETS CONT SEALANT ; SMOOTHFACED ��- PRE -FINISHED METAL -- = _ D77 CMU i (NONE AT CLOSURE END SEALANT \/ --- % P I Pp � I BOND BEAM � a °II i REF STRL SH S ALL AROUND v i I T I a I a L=�I X UP/DOWN i DI 00 I DIRECTIONAL a X LIGHT FIXTURE 8>, I REFERENCE 3 SIDED PRE -FINISHED x �- CONT SEALANT ELECTRICAL SHEETS MAX a� MANUFACTURED METAL � MEMBRANE ROOFING FULLY ADHERED MEDALLION MEMBRANE FLASHING CORNICE (SEE SPECS.) FULLY ADHERED TO CMU WALLLIGHTING FIXTURE ROOF DECK AND JOISTS REFER CONT SEALANT CMU. EXTEND UP AND THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR STRUCTURAL WRITTEN PROHIBITED IT DWITHLOWE'S UT THE EXPRTION ESSED HOLE ACRYLIC FINISH SYSTEM ON OVER PLYWOOD OR PART CONSENT OF DWITHOUTTHEENTE S,IN 2 SCALE: 1 1/2"=V-0" SMOOTH FACED CMU COPYRIGHT 2001 ALL RIGHTS RESERVED CONTINUOUS SEALANT PER E.I.F.S. STIPULATION FOR REUSE a w MANUFACTURER 1 1/2" THIS DRAWING WAS PREPARED FOR USE ON A >�u " i » SPECIFIC SITE AT SANFORD, FL 1 1/2" 1/j�l1 1/2 3 -4 CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 2X TREATED WOOD 04/15;o2 AND IT IS NOT SUITABLE FOR USE ON DIFFERENT PROJECT SITE GRATA LATER TIME. USE SINGLE PLY ROOFING BLOCKING. ANCHOR TO BEAM L OF THIS DRAWING FOR REFERENCE SE VICES FON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. MEMBRANE TO FORM WITH 1 /4" THROUGH BOLTS PARAPET L REPRODUCTION OF THIS DRAWING FOR REUSE ON ------- FLASHING COLLAR STAGGERED AT 24" O.0 ANOTHER PROJECT IS NOT AUTHORIZED AND IS .PREFINISHED RIDGECAP SCALE: 11/2"=V-0" SCALE: 11/2"=V-0" CONTRARY TO THE LAW. ANE. —cI^'r' PLY ROOFING 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 T.O. RIDGE BEAM aA'- In ;UPPORT CLIP. ABRICATE. r`AN FLASHING DETAIL AT COLUMN 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 EAVE DETAIL AT PARAPETCAO 7 SCALE: 1 1 /2"=V-0" A-1.1 1 /4"x6" EXPANSION ANCHOR STAGGERED AT 24" 0 (I I I + I I + I I I I + i i + I I STEEL RIDGE BEAM, REFER RIDGE DETAIL STRUCTURAL AT PAR IN Y COLUMN BEYOND 9 A SCALE: 1 1 /2"=V-0" CONCRETE FILLED CMU BOND BEAM FINISHED STANDING SEAM METAL SEE STRUCTURAL .... - )F ON 30 # ROOFING FELT ON ... I-" EXTERIOR SHEATHING ON SMOOTH FACE CMU FAL DECK ON RAFTERS, REFER I U CTU RAL I JT PLATE REFER ;UCTURAL E �i TRASH COMPACTOR DOOR 0 (FURNISHED AND INSTALLED BY LOWE'S) d- 0- �I 0- 1 DRYWALL CONTRACTOR p i SHALL INSTALL 3/4" CDX al PLYWOOD SECURELY OVER THIS OPENING. Q ji PLYWOOD SHALL REMAIN jI IN PLACE UNTIL TRASH al ~¢ COMPACTOR IS INSTALLED. :EL RAFTER. REFER ,UCT. I INVERTED CMU BOND BEAM (LENGTH = z g 0 SMOOTH FACE CMU--- _ Q z a- o Q 00 I 0 U 0 cD OUTSIDE INSIDE z w w < O 2,01 I I I 10 A-3.0 1 1-1 » 2 2.01 ® SINGLE PLY ROOFING T.O. TUBE STEEL MEMBRANE, ADHERE TO 1/2" 12" SMOOTH EL 33 -4 7 d SHEATHING AND CARRY UP 1 FACE CMU i AND OVER TOP OF PARAPET 1'-0" 1'-1" 1'-3" I 2 SINGLE PLY MEMBRANE`' I ALUMINUM CORNICE ROOFING, ADHERE TO ! ' BEHIND PARAPET PARAPET WALL AND CARRY , I I SINGLE PLY MEMBRANE 6 A-3.3 UP AND OVER TOP ; �' "GARDEN CENTER" SIGN --__ ROOFING ON 1/2" (— - I I I ANCHORAGE: DRILL OVERSIZED ------------- ®� w ; I , � EXTERIOR SHEATHING, SINGLE PLY MEMBRANE ROOFING I I HOLES THRU METAL PANEL. CARRY UP AND OVER TOP T.O. MASONRY PROVIDE 2x F.R. WOOD EL 28 -8 RIGID INSULATION R-20 OF COPING � ( ) � BLOCKING BETWEEN STUDS / � j ON METAL DECK REF -III 4 A-3.0 t STRUCTURAL I BREAK METAL CLOSURE 11 A-3.3 i T.O. STUDS ,- ® W/ SOLID BLOCKING AT TERMINATION BAR ALL JOINTS EL 28'-8" i JOIST BEARING EL 26'-0" @ GRID LINE 1 I 0 j I BREAK METAL CLOSURE T.O. EAOM i EL 25 -4 @ GRID LINE 2 u I I W/ SOLID BLOCKING AT 00 1 ALL JOINTS � '' ' m I STEEL BEAM REF STEEL BEAM STRUCTURAL P-6 II I REFER STRUCTURAL P-6 III JOIST BEARING STEEL COLUMN EL 25 -4 REFER STRUCTURAL P-1 z 0 STEEL COLUMN PAINT DECK AND BAR JOISTS P-6 I i REF STRUCTURALX. P-1 " I x x _ I' O O x xI zI METAL PANEL SYSTEM ON II x VAPOR BARRIER, ON 1/2» II EXTERIOR SHEATHING, ON r--' ( 1/2" HAT CHANNELS. ALL MATERIALS TO BE SUPPLIED I AND INSTALLED BY METAL 3/4" DEEP VEE GROOVE PANEL INSTALLER JOINT PER EIFS 12" SPLIT _ I I _ MANUFACTURER F FACE CMU N N I L_ I METAL LINER PANEL. P-6 s' RECOMMENDATIONS l I REFER A-2.0 FOR 7/A 3.0 LOCATIONS 7 -3.0 I 1 1 /2' E.I.F.S. ON 1 /2 "GARDEN CENTER" SIGN " T.O. TUBE STEEL I I I ANCHORAGE, DRILL T.O. TUBE STEEL Ir�--I j EXTERIOR SHEATHING ON EL 18 -4 x I 1 OVERSIZED HOLES THRU 6 METAL STUDS REF EL 18 -4 I n I METAL PANEL. PROVIDE 1/2„ III I I , STRUCTURAL STEEL BACK PLATE --- '�- METAL LINER PANEL. P-6 lu__I- (ATTACHED TO METAL n `- 0 i N STUDS), BOLTS, STEEL PIPE SLEEVE/SHIM, (PAST FACE - OF- METAL PANEL) & LIGHT FIXTURE STEEL BEAM REF LIGHT FIXTURE I WASHERS AS REQUIRED. REFER 12/A-3.3 I ' STRUCTURAL P-4 REFER 12/A-3 3 0 o o r, iC 00 �4 y g- Y _O >� a y 000 73 y mcp 2 c ' CO 73 M 0 '- PROVIDE SEALANT AT METAL PRE -FINISHED z x I PANEL HOLE (WATER TIGHT) TOP OF CONCRETE 15# FELT BONDBREAK - Lo UL .� METAL COPING z PAD FOR TRASH 16" HIGH BOND N COMPACTOR SEE CIVIL FINISHED FLOOR I STEEL BEAM O z N TREATED 2x12 BEAM REFER Lo 0 BLOCKING (CONY) N I 2" PERIMETER INSULATION TO STRUCTURAL i REFER STRUCTURAL P-4 0 SEALANT \� 2'-0" BELOW GRADE a a a Ln B•O. ACCENT BAND 12 SINGLE X. SCORE SMOOTH co EL 1 1 -4' FACE CMU I CENTER OF RAIL T.O. MASONRY" _ _ —=III= --- - — - — - — '� �` CENTER OF RAIL _ ® EL 12' 0" EL 28 —8 a a 1 /2 —III =III=III—I I EL 12 —0 SINGLE -SCORED PREMOLDED III=1 I —I I =1=1 I=III= DIRECT APPLIED z EXPANSION —III—III—III III —III —II SEALANT ,� SMOOTH -FACE CMU JOINT WITH III —I I I I—�I (I I— i I ACRYLIC FINISHING U REFER STRUCTURAL SEALANT I (—I I I- -III=III=I I SYSTEM PER EIFS E.I.F.S. SEPERATE SINGLE PLY III —I I —III ! II =III= i MANFACTURER APPLIED MEMBRANE ROOFING —I (I —III a —I I —I I OVER SMOOTH FACED (-- ADHERED TO BLOCK. I I (=I I= a I=III= X ;, . ( CMU W/ FLUSH EXTEND UP AND OVER III —I I a =) I —I JOINTS cl L_ TOP OF PARAPET I I —I I 20 a I —III= 12 SPLIT FACE CMU W/ I c a —I I —III —I I —I I Q It 12" SPLIT -FACE CMU III=III III III=III III ) i I=I (I=III= FOAM FILLED INSULATION IN i u J c6 III —I (—III—III III —III —III —III —I I ALL NON -GROUTED CELLS DIRECT APPLIED ACRYLIC Coo Lo III=1 I —I i 11 I=1 I=1 I I=1 I I1 I I=III= ( FINISHING SYSTEM PER STEEL COLUMN cN c� 0 x _7 E.I.F.S. MANFACTURER REFER STRUCTURAL P-1 c0 ACTOR I APPLIED OVER SMOOTH i co x FACED CMU W/ FLUSH CHAIN LINK FENCING I, LASHINGAT CMU CHAIN LINK FENCING JOINTS 4" H. W/ 1" RADIUS DIRECT APPLIED SCALE: 1 1/2"=V-0" A-3.3 SCALE: 3/4"=V-0" A-1.0 4" H. W/ 1 " RADIUS i CMU BLOCK I ACRYLIC FINISHING CMU BLOCK I SYSTEM PER E.I.F.S. HORIZONTAL JOINT MANFACTURER APPLIED m DOCK EQUIPMENT REINFORCING ® 16" O.C. OVER SMOOTH FACED o VERY. CMU W/ FLUSH �] PER MFG. x I JOINTS Lu REQUIREMENTS I �� �) - I B.O. 4" j , }® 1/2" PREMOLDED B.O. 4" �RADIUSED C.M.U. I r EXPANSION JOINT RADIUSED CMU I EL 3'-4" co EL 3 -4 t i� `V ° ° c� Lz WITH SEALANT ` -- II I w 15 FELT BONDBREAK I 9/A-3.0 SIM m CURB ANGLE REFER # 9/A-3.0 SIM - STRUCTURAL � � CONCRETE SLAB i SINGLE SCORED I SINGLE SCORED O � RE: ELECTRICAL FOR FIN. FLOOR x SINGLE SCORED SPLIT FACE CMU SPLIT FACE CMU --� J-BOX LOCATION SLOPE N EL 0'- 0 a ° SPLIT FACE CMU LL BEYOND 00 oa o4�d o� a GRAVEL FILL CD _ LL 1/2" PRE -MOLDED i� f- II III-I�I��o' moo $oIII II`i GROUT FILL CELLS BELOW O r EXPANSION JOINT W/ II -III III III -III III -III III III= GRADE REFER STRUCTURAL Lu SEALANT 11 1=1I1=1II III I -III III III -III o = w III=1 I IIII-III -' III=III-III- F LOADING DOCK SLAB vwi -III=III III=III=„il -III=1i1=III=IIr �° FIN. FLOOR I I� � ° 2 PERIMETER INSUL. TO FIN. FLOOR. z III -III III_ III -III -III- . �1 SEE STRUCTURAL III=III III I II-III=III=III 2'-0" BELOW FINISH GRADE VARIES a VARIES ° J w II III III II1 a III III III- III III _ °III III -III III - 4 SLOPE II III -III III, ° a II III III- ° 2" PERIMETER -- III -III III II -_ il_IIi ° INSULATION = ° II-III=111_111� _-_ II1=11-_- FOOTING REF STRUCTURAL Q a TION _ ° III -I I i III -I II-i I_I I III III -III III=III-III a a 0 � I I III=III III -III III=I I I_I I I III III=III-III- � ORIGINAL iIIIII IiIIIIIIiIIiIIIIIIIIIIIiIIIIIIIIIiIiIIIIIiIIII-IIIlillll-lll 04/15/02 ISSUE DATE: PERMIT SET NCENTER SECTION /, Q >� ISSUE DATE: 04/15/02 REFERENCE T GARDEN iiCENER CONSTRUCTION SET DOCK STRUCTURAL FOR FDN, AL L SECTION 0 J� ] ISSUE DATE: FILL AND SLABS �J y DRAWING NUMBER: SCALE: 3/4"=V-0" A-1.0 SCALE: 1 /2"=V-0" A-1.0 SCALE: 1 /2"=V-0" A-2.0 SCALE: 1 /2"=V-0" A-2.0 03/18102 am A33-V2 A 311111 119-155-GCL LPCODE5 Y Y a it r r it J C� INSI CMI. A-1 EXPANSION COVER UNLESS NOTED OTHERWISE (U.N.0.) 8'l0" I ' GUTTER EN CAENDCAP (NP•) 1/4" MIN. :1 5"x7" D.S. I 5"x7" D.S. X REFER STRUCTURAL DOWNSPOUT COVERS. SEE SHEET 15/A-3.4 FOR GROUTING FOR COVER PLANS AND DETAILS REQUIREMENTS F BELOW FINISH FLOOR n # 15 FELT BONDBREAK TIE DOWNSPOUT INTO STORMDRAIN F AS INDICATED; PROVIDE DOWNSPOUT CONC. SLAB. F TRANSITION, SEE 16/A-3.4 REFER S-1.1 x 1 1/2" PREMOLDED EXPANSION 2" RIGID INSULATION TO x JOINT W/ SEALANT FOUNDATION SEAL WITH POLYETHYLENE TAPE VAPOR SMOOTH FACE CMU AT FINISH FLOOR BARRIER SLAB MAY OCCUR SEE PLAN 4 J T.O. SLAB F AL SLAB MAY VARY 0 -0" } a REFER S-1.1 AND CIVIL } LL- I Iva, '' II=III III a� a o.aE III�Ir�= STONE BASE, SEE STRUCTURAL w i =III -III -I I _ III-III=11I DRAWINGS L cn I1=1I1=1I1=1II-11 I1=1I1=1I1=1I1= -III-III-III=III= =III=III `III=III-II I 10" 0 PIPE, SEE CIVIL DRAWINGS > > �i I I=I I II -III -III I � III -I I I_lilc " z z vo ow =III=III-III III- III=III=III-III=III _ COMPACTED EARTH FILL =f1-111 .1=1 I -III -I 1= Lv Q Y �' -III-III=1I I I " t III-III-1I I F I vo ' w II-III_III III- =III- FOR FOOTING SIZE AND o a m m illlllllllillll�lllll IIIIIIIIIIIII�IIIIIII REINFORCING SEE STRUCTURAL =III=III=III=III-III-1 -III- II-III=III=III=III DRAWINGS 7REAR WALL SECTION SCALE: 1 /2"=V-0" A-2.0 1/4" MIN 3/8" MAX COL 1/4" MIN- 3/8" MAX fi�- I ,� SON Warm I --,COLUMN SCALE: 1 "=V-0" STEEL COLUMN REFER STRUCTURAL, FACE OF COLUMN TO BE FLUSH W/ FACE OF MASONRY SEALANT, TYP. GROUT FILLED CELL WITH VERTICAL REINFORCING. REFER STRUCTURAL FILL VOID WITH INSULATION 3/8" CONTROL JOINT WHERE SHOWN ON ELEVATIONS. BACKER ROD AND CONTINUOUS SEALANT NOTES: 1. THESE TRANSITIONS ARE REQUIRED AT D.S. WHICH TIE INTO UNDERGROUND STORMDRAIN.(SEE SITE PLAN) WHERE UNDERGROUND IS NOT INDICATED, SUPPLY KICKER TO SPILL AT GRADE. --- t 16 GAGE GALVANIZED CO STEEL 3/8' 9 7/8" O.D. SIDE VIEW l------ 1 9 7/8 O.D. FRONT VIEW T TRANSITIONIL I SCALE: 1 "=1'-0" A-2.0 4 I -12" CMU SASH BLOCK (SPLIT, SCORED, OR SMOOTH FACED -SEE DETAILS) .2 5/8" DOUBLE -TEE CONTROL JOINT (FULL HEIGHT) SEE SPECIFICATIONS "VERTICAL REINFORCING IN GROUT FILLED CELLS EACH SIDE OF JOINT REFER STRUCTURAL BACKER ROD (FULL HEIGHT) COVER WITH SEALANT (TYPICAL FOR BOTH SIDES OF WALL) CONTROL IL J 0 I T D E rAlL A-1.0, A-2.0 SCALE: 1"=1'-0" A-1.0, A-2.0 2" 1'-5" 2" 00 Mw III, I DOWN 5SCALE: 1 "=1'-0" V-9» NOTES: 1. SUPPLY D.S. COVERS AS SHOWN FOR ALL D.S. UNLESS NOTED OTHERWISE (U.N.0.) FRONT ELEVATION SPOUT COVER A-2.0 11/16": DIA. HO FOR 1/2" DIA. ), HEX HEAD SLEEb ANCHORS (ZINC PLATED) 6 REQ'D STEEL BENT PLA- 3/16" THICK (PAINT PER A-2.0 INSIDE AND OUTSIDE) w -12" CMU SASH BLOCK (SPLIT, SCORED, OR SMOOTH FACED -SEE DETAILS) -2 5/8" DOUBLE -TEE CONTROL JOINT (FULL HEIGHT) SEE SPECIFICATIONS "VERTICAL REINFORCING IN GROUT FILLED CELLS EACH SIDE OF JOINT REFER STRUCTURAL DOWNSPOUT BRACKET. ATTACH TO CMU TO AVOID STRADDLING CONTROL JOINT 5" x 7" 24 GA. GALVALUME DOWNSPOUTS WHERE OCCURRING, SEE A-2.0 BACKER ROD (FULL HEIGHT) COVER WITH SEALANT (TYPICAL FOR BOTH SIDES OF WALL) CONTROL JOINT FAIL SCALE: 1 "=V-0" A-1.0, A-2.0 R-20 RIGID INSULATION (REFER SPECIFICATIONS.) SINGLE PLYMEMBRANE ROOFING 7/A3.4 EXPANSION BELLOWS. SIM. M REFER 7/A-1.1 RIGID INSULATION (SEE ® -- SPECS.) TAPER TO 1" I I 1 OVER CANOPY AREA. T.O. MASONRY VARIES METAL DECK, REFER STEEL JOIST AND METAL STRUCTURAL, PAINT P-6 DECK(REFER STRUCTURAL) (0 PAINT c 7-7 EXPANSION JOINT, RE: JOIST GIRDER I STRUCTURAL _ BEYOND. REFER I BOND BEAM WITH REINF. x STRUCTURAL REFER STRUCTURAL x DETAILCORNER FOAM FILLED INSULATION IN PAINT DECK AND o GROUT FILL CELLS OF DECK - ---- x ALL UNGROUTED CELLS JOISTS P-6 TO SEAL SCALE: 1 "=V-0" A-1.0 rx 12x8x16 SMOOTH STEEL JOIST, REFER x FACED C.M.U. STRUCTURAL, PAINT P-6 FILL IN SPACE BETWEEN BOND BEAM AND DECK WITH GROUT STEEL GIRDER,REFER METAL ROOF DECKING 11/A-3.4 STRUCTURAL, PAINT P-6 GROUT FILL BOND BEAM, REFER TO STRUCTURAL FOR REINFORCING HORIZ. JOINT REINF. REFER STRUCTURAL o I 22'-5" A.F.F. 24GA. GALVALUME DOWNSPOUT JOIST BEARING BRACKETS SPACED AT 5'-0" I 12/A-3.4 MAX. O.C. ATTACHED TO x MASONRY W/ (2) 3/8"0 SLEEVE ANCHORS/ EACH x 24 GA. GALVALUME 5"x7" DOWNSPOUTS WITH KICKERS (SEE EXTERIOR STEEL JOISTS, SEE 1AELEVATIONS FOR LOCATION) STRUCTURAL DRAWINGS FOR SIZE AND LOCATION o o n I ALL SECTION CONC. RETAINING HORIZ. JOINT REINFORCEMENT. WALL AND SCALE: 1/2 -1 -0 A-1.0 REINFORCING 20' HIGH CrIAINLINK REFER STRUCTURAL PER STRUCTURAL - DRAWINGS FENCE RAILS. REFER HORIZ. FOAM FILLED INSULATION IN SPECS. ALL UNGROUTED CELLS PROVIDE 2 HOUR RATED SEAL 1/2" PREMOLDED x BETWEEN CMU AND BOTTOM OF EXPANSION JOINT DECK. REFER UL#HW-D-0098 FOR W/ SEALANT _ x SIMILAR .ASSEMBLY. 0I 2" P.V.C. WEEPS AT DOWNSPOUT COVER. SEE 15/A-3.4. d 12x8x16 SMOOTH 10'-0" O.C. FACED CMU BOTTOM OF ROOF DECK plull WASHED STONE BACK FILL. REF: �8" A.F.F. \\x \STRUCTURAL a GROUT FILL AROUND CMU T.O. SLAB BLOCK AND JOISTS TO VARIES SEAL TIGHT qa a aqa, I� 1/2" PREMOLDED EXPANSION JOINT 15 # FELT BOND BREAK 7-7 a' a W/ SEALANT 2" RIGID INSULATION TO n TIE DOWNSPOUT INTO STORMDRAIN FOUNDATION AS INDICATED; PROVIDE DOWNSPOUT I o VAPOR BARRIER STL. ANGLE BRACING (SEE �Iljln� $ a $ 8�= TRANSITION, SEE 16/A-3.4 I REFER STRUCTURAL FOR STRUCT.) IIIIIII�a�$ a�88q n. SEAL WITH POLYETHYLENE TAPE T.O. SLAB CONCRETE SLAB. GROUTING REQMNTS. III�IIII ,����8 0 -0 REFER S-1.1 x x BELOW FINISH FLOOR o A.T.C. IF INDICATED (SEE II=III a �3°a 8 J T.O. SLAB 1/2 PREMOLDED EXPANSION _ RM. FIN. SCHED.) II=III III Il�a;y$o a �.p VARIES x x JOINT W/ SEALANT �` o m a 'q -0 $ T SLAB SLOPES 1 /4" PER C.M.U. WALL - BUILD WALL IN Iilllllll a I a N EDGE OF SLAB T.O. SLAB w -III III o" as - VI_iil II IIII IIIII III r i• -1'-6 7 8' 0 -0 w W = z ACCORDANCE W U.L.-U905 II=III I a a aag a / :III III "® I1=1Inis=III-IIE FOOT (SEE SITE GRADING / c� AT 8 &1 II=III=III ° a ga II�II1-1 1- - ,.. o.,° $�, .,4 nq ;. s 2 C.M.U. _ I III-11 a�•o.i a n 4w qo. onco Q PLAN FOR SPOT GRADES 1 _ z "�. __ o I=1 I _ III_ ?.. ., _,4 - --III_III_il • O I � . _ _ •va �.qon . ��o •�. � - - - D Y z _ _ � : - - - - » I- =11 _ III -III -III I, b il .. ° ����;��, w I-III=1 I I_III= Z w m _III_III-III_II,.ovo� III-1�I-III-III=III- 1 O O PIPE SE V z -' w I III PAVEMENT REFER CIVIL II=III=III=III=_ _ III=III=III= ~ O cn v „ II=III=1 III=11 E CIVIL g w w =III=III=III=III=III=11 1=III=III-III-11- p w O- w, 4 VINYL BASE IF -III=III= ° q a !;=in= DRAWINGS m G-I� `,_ _ FOR TYPE AND ELEVATION II=III=III=III=III-III _. III -III- _ _ -= - Q w I I=III-1 , 11=11T`T1 III-_ __ =1 11=1 11=1 I I- I- -_ I I I_I i I �I I II i II MIN I I I� w m� LL `� w REQUIRED (SEE FIN. =III=III- III=III= � >- III=III=111-II 1 - II III II _III=III=III=III=111_III-I > w a i- 1I 2 PREMOLDED 11-III-III=III=III III_ .I II -III-III=III=III=III-III- w SCHED. II=III=1 ,11 ;III-11 i m----ill_III ills- / III -III -III -III -II' "-o o L- o z J = I_III_III II EXPANSION JOINT Z a o 0 O w cn =1I I_I 1= I I -I I H1 d- Q 0 - 7 r-�rl-III-III I II I11I II III I-1I1=1 I -1 I-1 -1 I-III-1I I- I_I-III-II-III-III= I III-1 -III-III- 1I-III-1I U � I-1�'- - W SEALANT _ _ ;II! III -I II-III=III-III_II!=1 _I I Fill I I I_I1 III III -III -II I III -III -III I I I=11IF Li- / I =1 I i_I I I-III=11 I 1 ;, -"'-" I11-I11-111-III=1I III=1I I=1I I=1I =1I I=1 1 I I I I=1 I I=1 I i-=1 I t=1 I I i- iTi-iii-iTi iTi-iir Em 9 A-3.4 SIM. SINGLE PLY MEMBRANE 10 A-3.4 7 ROOFING ON 1" RIGID R INSULATION. FULLY ADHERED CAULK - - - -N @ GARDEN CENTER COLUMN, I 6" I CMU FILL RE: STRUCTURAL MASONRY CONTROL _ I JOINT k I T,O. MASONRY s CAULK I I 22 -9 VERTICAL REINFORCING IN I II SPACER CLIP I GROUT FILLED CELLS I '' ' ` i 4" CMU r EACH SIDE OF JOINT REFER STRUCTURAL I :::� I CMU BOND BEAM ROOF MEMBRANE, FULLY ADHERED 1" RIGID INSULATION, TAPER UP TO CAP FLASHING PREFINISHED GRAVEL GUARD/FASCIA JOIST BEARI VARI STEEL JOIST. REFER STRUCTURAL SEE STRUCTURAL COLUMN BEYOND, REFER DRAWINGS STRUCTURAL PAINT SIDE ELEVATION 111114110 1. INSTALL BACKER ROD AND URETHANE SEALANT AT ALL EXTERIOR WALL/PAVEMENT JOINTS AND AT ALL CUTS AND HOLES THROUGH PAVEMENT. 2. INSTALL 1/2" COMPOSITE JOINT FILLER AND SEALANT AT ALL PAVEMENT JOINTS AND AT ALL PENETRATIONS THROUGH PAVEMENT. 3. SEE STRUCTURAL FOR LOCATION OF GROUTED CELLS AT STRUCTURAL CONNECTION. 4. PAINT GIRDERS, JOISTS & MISC. STEEL ETC. WHITE 5. REFER TO SHEET A-2.0 FOR EXTERIOR FINISHES. SINGLE PLY MEMBRANE METAL DECKING, ROOFING, REFER REFER STRUCTURAL SPECIFICATIONS. RETURN MEBRANE BEYOND RIGID INSULATION, WOOD BLOCKING REFER SPECIFICATIONS COUNTERSINK 3 8 x 4" LAG BOLT AT 48" O.C. MAX GATT INSULATION TO FILL VOID GRAVEL GUARD. ATTACH W / # 10 x 1" TEK SCREWS WITH THI5 DRAWING IS THE PROPERTY OF LOWE'S HOME NEOPRENE WASHERS CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE /OR / @ 24" O.C. MAX. STAGGERED PART IS PROHIBITED WITHOUT THE EXPRESSED 111R1TTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED GUTTER STRAP 1 /8"x 1 " STIPULATION FOR REUSE �36"O.C• THIS DRAWING WAS PREPARED FOR USE ONA Z-SINGLE PLY ROOF T.O. MASONRY SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON MEMBRANE. FULLY ADHERED. 22'-5" - GRID 8 = EXTERIOR WOOD 041l5iO2 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE RIGID INSULATION, TAPER 22'-0" - GRID 9 BLOCKING AS REQUIRED OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. UP TO CAP FLASHING BEARING PLATE, ® 0 METAL ANGLE, REFER REPRODUCTION OF THIS DRAWING FOR REUSE ON REFER STRUCTURAL STRUCTURAL ANOTHER IS CONTRARY TOJECT THE LAW..OT AUTHORIZED AND IS PREFINISHED METAL GRAVEL s L'-- PAINTED 8" WIDE x 10" ;z GUARD/FASCIA DEEP GALVALUME GUTTER, REFER SPECIFICATIONS --STEEL ANGLE REFER STRUCTURAL 12 CMU BOND BENT PLATE GUTTER TCOUNTERSINK BEAM, REFER BRACKET ©36"O.C. 3/8 x 2 1/2" STRUCTURAL LAG BOLT AT 48" O.C. SPACER CLIP EXTERIOR WOOD HORIZONTAL BLOCKING CONT. REINFORCING, NRY 3/8"x4IONASOCHOR 00 BREAK METAL CLOSURE TO REFER STRUCTURAL COVER WOOD BLOCKING. -EXTEND ROOF MEMBRANE � DOWN TO PROTECT WOOD DETAIL AND SEPARATE METALS. A"l GUTTER 9�S EALANT SCALE: 1 1 /2"= V-0" A-3.4 STEEL JOIST. REFER STRUCTURAL ROOF DECK. REFER STRUCTURAL COLUMN BEYOND. REFER STRUCTURAL. 6 A-3.3 A PREFINISHED METAL COPING I NOTE: REV. TREATED 2x12 CONTINUOUS j GRAVEL TOP OF CMU VARIES GUARD WITH ROOF SLOPE 3/8" DIA. ANCHOR BOLTS /� DETAIL (SEE SHT. A-2.0) id STAGGERED AT 2'-8" O.C. FSCIAJim j`� 1 SCALE: 1 1 /2"=V-0" A-3.4 SINGLE PLY MEMBRANE ROOFING RIGID INSULATION (REFER SPECIFICATIONS.) RIGID INSULATION `�� SEALANT AT NAILER (SEE SPECS.) SMOOTH FACE CMU SINGLE PLY 12x8x16 CMU GROUT FILLED MEMBRANE BOND BEAM. REFER STRUCTURAL ROOFING x FOR REINFORCING 1 1 A-3.3 ®• .� � � SIM 8 . x ` _ JOIST BEARING 9 VARIES, REFER STRUCTURAL 9 A-3.4 l� WALL INSULATION SHALL EXTEND TO ABOVE TOP OF ROOF INSULATION. LOOSE -FILL ®. ®®® INSULAUSED IIONIEOROPREFORMEDFOAM INSERTS BOND MAY ME y I (NEAR ROOFLINE) ONLY. T.O. MASONRY z 22 -5" A.F.F. - GRID 8 CONCRETE GROUT FILLED 12"x8"x16" i r1 BOND BEAM. S 22'-0" A.F.F. - GRID 9 (SEE STRUCTURAL o r`Oo DRAWINGS FOR LOCATION AND A F REINFORCING)cQ $ M ~ � METAL DECK, IIIIi ; rn � o CMU BOND BEAM SEE GIRDER SEAT BEYONDPAINT P-6 STRUCTURAL DRAWINGS > b 71 c, ��va JOIST GIRDER, a STEEL JOIST AND PAINT P-6 METAL DECK (REFER STEEL JOIST, 9 ° STRUCTURAL), PAINT PAINT b P-6>10 ® M y 12/A-3.4 w n FOAM FILLED INSULATION IN ALL UNGROUTED CELLS Lo IL 12x8x16 SMOOTH x 00 FACED C.M.U. 12x8x16 SPLIT FACED C.M.U. (SMOOTH 4 0 z U FACED C.M.U. WHERE SHOWN ON A-2.0) (10 1 1 /A- 3.4 00 rn m SINGLE COURSE 12x8x16 SINGLE co t9 HORIZ. JOINT REINFORCEMENT SCORED SMOOTH FACED C.M.U. J REFER STRUCTURAL x(WHERE SHOWN ON A-2.0) 24GA. GALVALUME DOWNSPOUT 11'-4" A.F.F. z BRACKETS SPACED AT 5'-0" 13°0. SMOOTH FACE =� 7-7 MAX. O.C. ATTACHED TO C) =1 MASONRY W/ (2) 3/8"4 SLEEVE ANCHORS/ EACH X U) > W (� C3 eZ-� -0 24 GA, GALVALUME 5"x7" DOWNSPOUTS WITH Q .b x KICKERS (SEE EXTERIOR Am v7-7 0 w oo Lo 06 ELEVATIONS FOR LOCATION) F : c x m REFER STRUCTURAL DOWNSPOUT COVERS. SEE SHEET 15/A-3.4 ® III O FOR GROUTING FOR COVER PLANS AND DETAILS FOAM FILLED INSULATION REQUIREMENTS BELOW FINISH } FLOOR m F HORIZ. JOINT REINF. REFER STRUCTURAL Y # 15 FELT U BONDBREAK xX _ U # 15 FELT k CONC. SLAB. x Lli BONDBREAK REFER S-1.1 1/2" PREMOLDED EXPANSION ,< JOINT W/ SEALANT CONC. SLAB. 1/2" PREMOLDED EXPANSION 06 m REFER S-1.1 Q 2" RIGID x JOINT W/ SEALANT INSULATION TO CONC. SPLASH BLOCK AT EACH 2" RIGID < z 0 FOUNDATION DOWNSPOUT. INSULATION TO n SMOOTH FACE CMU AT FINISH FLOOR L. m VAPOR SMOOTH FACE CMU AT FINISH FLOOR FOUNDATION 0 BARRIER LL SLAB MAY OCCUR SEE PLAN SLAB MAY OCCUR SEE PLAN C) 0 rn t x _ T.O. SLAB SLAB MAY VARY T•O• SLAB ui SLAB MAY VARY CO REFER S - U) - D CIVIL 0 0 .. .. � .. w aqa . i q fo REFER S-1.1 AND CIVIL uj 0 O J ,- - O'::°i. ....:n a :? �_ Oi d O�,p ,° ,OOSgt q8. p n -j Z a :a:� .. ro os:f - STONE BASE SEE STRUCTURAL s-oa;_ :Bo.P. ... •,:.,: w - - ana nc n r � - t- � 1=III=1 I II ° � �_ - O °�< a ° - '� � . �,; �;. �_> _ - cn _ III- - o o nn - < �I U - gG on _ L,, I =III=11I-II -- - -111=1 = DRAWINGS I_I-III_ il- ,° .� �. II I_I11=_ Iw L, 6 7 11= _ _ _ -_ - - II III � cn w =III=III_ II -_ -1 -III=III=III= STONE BASE, SEE STRUCTURAL cJI m I_I I_II I_I I1=III=III=111=III= w w < *� Q =III-III=III=III_ -III-III=III-III-III m rn o = 11=III=II =III=III= I-III-III-III=III-1 DRAWINGS O >> r, I I=1 I =1 I =1 I=1 =1 I I=1 I FI 11=1 - =1 I I=1 =_ i t=1 -1 .III=1 =1 I =1 I I=1 1= ®I Ci) 1=III=III- III i l -III-III-III-III-I p z ov zo w =III=III=III=III III-III-IIIIII-III w - - - VAPOR BARRIER =fil®111�iT1= =III=III= - COMPACTED EARTH FILL z o z =III=III=III=111- II-11I-I Ti 11= _ _ _. . 1= III_ o o rnI I I I 1==1 I=1 11; o o III -III -I III -III J =1II=III=III=1i II=111 i1= ORIGINAL o w II-IIII-III-11I- -1II=T1=i1i= --__ Q Y o _ 04/15/02 o w =III=III=III=1 - FOR FOOTING SIZE AND w c� w 11=III=III=III III_I11= ISSUE DATE. c� a _ _ _ III_I11=III_III = ,• - 11= III=11 I=III=1 I-III=III=11 I=III=1 I I=111=III-11I SEE STRUCTURAL I o Q I i l-III-III-III _ III=III=1 -_ PERMIT SET DRAWINGS z Q co m L,J `) =III-III-III-111-111-111-111-111=111--III=III=III= FOR FOOTING S17F AND RFINFnR(:INC; ,f.e'H „- n4/15/ng 2 REAR ALL SECTION SCALE: 1/2"=V-0" A-1.0, A-2.0 O O IV'I ROOM ROOM NO. ROOM NAME FLOOR\FINISH BASE WALLS\FINISH CEILING\FINISH CEILING HEIGHT REMARKS NO. ROOM NAME FLOOR\FINISH BASE WALLS\FINISH CEILING\FINISH CEILING HEIGHT REMARKS 101 SALES FLOOR CONCRETE\NONE 4 VINYL @ GYP. CMU,\ EXPOSED\PAINTED NONE 120 CORRIDOR CONCRETE NONE CMU EXPOSED \ NONE BD. WALLS ONLY PAINTED PAINTED 1 Q2 VESTIBULE CONCRETE \ BROOM FINISH 4 VINYL CMU PAINTED (EPDXY) 2'x2' A.T.C. HEAVY DUTY \ 15 -6 A.F.F. F. VINYL FACED GYP. BD. CEILING PANELS 121 NOT USED - - NONE 4" VINYL 4" VINYL - - - 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 CMU \ PAINTED (EPDXY) EXPOSED\NONE NONE 104 105 NOT USED VESTIBULE CONCRETE \ BROOM FINISH 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD , » 9 -0 A.F.F. 123 124 VESTIBULE PTC OFFICE CONCRETE \ BROOM FINISH CONCRETE\NONE CMU \ PAINTED(EPDXY)\ CMU, GYP. BD. \ PAINTED (EPDXY) EXPOSED PAINTED 2'x4 A.T.C. \ STANDARD NONE 9'-0" A.F.F. 106 FOYER CONCRETE\NONE 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD g'-0" A.F.F. 125 CLASSROOM CONCRETE\NONE " 4 VINYL CMU, GYP. BD. \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD » 9 -0 A.F.F. 1 Q7 MONEY ROOM CONCRETE NONE \ �� 4 VINYL CMU \ PAINTED (EPDXY) ( GYP BD\PAINTED TEXTURE "WHITE" ,> 9 -0 A.F.F. PROVIDE CARBON STL. 1 1 2 9 FLATTENED 10 GA. EXP. MTL. ON 6" 20 GA MTL. STUDS ®16" O.C. GYP. BD. CLG. ON BOT. 126 UTILITY CLOSET CONCRETE\NONE 4" VINYL 4" VINYL 6" TILE GYP BD\PAINTED EPDXY PAINT FRP , 2'x2' A.T.C. \ STANDARD , 2'x2 TILE CLG. \ HEAVY DUTY 9'-0" A.F.F. 9'-0" A.F.F. FRP APPLIED UP TO 9'-0" AFF 106 PICKUP CONCRETE\NONE 4" VINYL CMU \ PAINTED EPDXY (EPDXY) GYP BD\PAINTED TEXTURE "WHITE" 9 -0 A.F.F. PROVIDE CARBON STL. 1 1/2 9 FLATTENED 10 GA. EXP. MTL. ON 6" 20 GA MTL. STUDS @16" O.C.; GYP. BD. CLG. ON BOT. 127 JANITOR CONCRETE\NONE 109 PROCESSING CONCRETE\NONE 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. 126 UNISEX TOILET TILE WR GYP BD\ CERAMIC TILE 2'x2' A.T.C. \ STANDARD g'_0" A.F.F. EPDXY PAINT ON WATER RESIST GYP 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 (EPDXY) 2 'x2' A.T.C. \ HEAVY DUTY 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 130 MEN'S TOILET TILE 6" TILE WR GYP BD\ CERAMIC TILE 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. EPDXY PAINT ON WATER RESIST GYP REF A-4.1 FOR FINISH LOCATIONS 112 ELECTRICAL ROOM #2 CONCRETE\NONE NONE CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 13'-10" A.F.F. 131 , WOMEN S TOILET TILE 6 TILE WR GYP BD CERAMIC TILE 2'x4' A.T.C. \ STANDARD ,_ „ 9 0 A.F.F. EPDXY PAINT ON WATER RESIST GYP REF A-4.1 FOR FINISH LOCATIONS 113 ELECTRICAL CLOSET CONCRETE\NONE NONE CMU, GYP BOARD\ PAINTED (EPDXY) GYP BD\PAINTED TEXTURE "WHITE" » 10'-0 A.F.F. 2 HOUR RATED WALLS AND CEILING 132 ASSISTANT MANAGER CONCRETE\NONE 4" VINYL 4 VINYL GYP. BD. \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD „ 9 -0 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 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\ BROOM FINISH CONCRETE\NONE NONE CMU \ PAINTED EXPOSED\PAINTED NONE PAINT COLUMNS P-1 116 CART STORAGE CONCRETE\NONE NONE CMU \ PAINTED 2'x2' A.T.C. \ HEAVY DUTY 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 135 ELECTRICAL CLOSET NONE CMU \ PAINTED (EPDXY) GYP BD\PAINTED TEXTURE "WHITE" 10'-0" A.F.F. 2 HOUR RATED WALLS AND CEILING 1 1 % 1 1 8 RECEIVING RECEIVING OFFICE CONCRETE\NONE CONCRETE\NONE NONE 4" VINYL CMU \ PAINTED PAINTED EXPOSED\PAINTED PAINTED @ ROOF NONE NONE 136 137 ALCOVE ALCOVE CONCRETE\NONE CONCRETE\NONE 4" VINYL NONE CMU, GYP BD\ PAINTED EPDXY CMU \ PAINTED (EPDXY) 2'x2' A.T.C. \ STANDARD 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. 1 1'-4" A.F.F. 119 STORAGE JCONCRETE\NONE NONE CMU PAINTED EXPOSED\PAINTED NONE G 2 HOUR RATED SHAFTWALL CEILING ERATOR/TRANt"3' FORMER PAD PLAN 5 SCALE: 1 /8"=V-0" A-1.0 28'-0" 32'-4" 6'-8" 3'-4" 18'-0" _ M.O. 17 A-5.0 O � O C----- � 01A 1 r 5'\,4" o 000 �.i 14/A-5.0 iv oao 5'-4" f 1 16B ;r 00 d- - N 00 O I 00 r) N O I K E YRJ O TE S 2.02 GALVANIZED CHAINLINK FENCE W/ 2" BLACK FABRIC. 5/8"HEAVY DUTY BLACK FABRIC TO 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-01 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. 3.02 CONCRETE SIDEWALK 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1/2" DIA x 4" EXPANSION BOLTS, 3.03 TACTILE WARNING GROOVES IN CONCRETE REF: STRUCTURAL COUNTERSINK, 0 3'-0" OC, MOUNT W/ BOTTOM ® 5" AFF MIN 3.06 CONCRETE TRANSFORMER PAD, STRUCTURAL SHEET S1.1 VERIFY SIZE & LOCATION PRIOR TO POURING. REFER 6.02 4x8x3/4" FRT PLYWOOD W/ TOP @ 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT PRIOR TO MOUNTING 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL 7.11 EDGE OF METAL CANOPY. SHEET S1.1 5.01 ROOF ACCESS LADDER. SEE SHT. A-7.0 FOR LADDER DETAILS. 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW. 5.03 TUBE STEEL COLUMN. G F E 16'-0 1/2" 109'-4" M.O. 42' 0„ 48'-0" 4'-11 1/2" 4» 10 -11» 10 -11 L 14 -6 21 -10 3/4,> 9'-0" 1'-11 1/8" 1,-6„ N Do \ N Q 2.01 I Ln 00 5.03 ------- ----- - r ---- ----- --- -- - --------- ------ 77 2 _� ------ .--- -` -- - N � --- - 136 4� -- 1 JANITOR UTILITY 1 I CO I ALCOVE �25 4 LOSE N127 I 33 4 32 , cJ 6/A-2.2 4A 4 27 4 27 I ;n I I DISTRICT ASSISTANT N ' MANAGER MANAGER ¢ UNIS X1 00 - = 133 4 132 3A TOILET 1 I \ 02A 3A 3A �A 4 128 nn 4 4, n 00 i VESTIBULE 3,0 3A ,�, ! 2 102 N N o 6 6 616 6 it LCZ7i N I 6 02B t l WO EN'S MEN'S 0 4A ' I \ ' C� 1 TOILET TOILET - _ 131 4A 130 i o 0 03B \a , nnnP �,�, 1C n� nnnn �1� N I \ -L.- - - - --- --N -- - -- 5'-4" 4'-0" 16'-0 1/2" 4'-0" 5'-4" 55'-2 3/4" M.O. 24'-0 1/2" 93'-8" K J.05 J i 183'-3 1i/2" i 42'-0" DI -LAY I I 36'-0" 73'-4" AREA 26'-7" 10'-11 1/2" 10'-5 1/2" 5'-6 1/2" 46 -4 I 16'-4" 9 -8" 11 -9 1/2 4'-8" I 5'-7" 10 -11 1/2' 60'-0" I dN 10 A-5.0 I 1 � 1 1 A -- -�------------- =N I RETURNS - SPRINKLER 6.01�; r - 10 II. PROCESSING /> 109 16 A-5.0 KS VESTIBULE \ ❑ 28 2 L=J 2D O .0 V 111i 00 2 11 A-5.0 Cam` I O _ I , 15 yam/" ELECTRICA +o) "1 - 14ty TELEPHONE `i j ROOM 2 12 I COj I ! 09 SPRINKLER _ - 1 12 C° 1 1 C - � � 115 6.02 114 ® 2 , � o �- � � 1 5 I x d r Ln 5 II•, 0 11B -- - 0 WALL TYPES: [D--- 1 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK-- . .... ... io 1A 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK AND SEAL (1-HR UL DESIGN U905; REF: 8/A-2.2) .00 1 B 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK : •.., AND SEAL (2-HR UL DESIGN U905; REF: 8/A-2.2) ! �10, 1 C) 12" SPLIT FACE CMU W/ FOAM INSULATION, (SIM TO 3/A-3.3) 3-5/8" x 25 GA METAL STUD FURRING Q 16" OC W/ 5/8" GYPSUM BOARD ON ONE O,roo f SIDE TO 9'-4" AFF 2) 8" SMOOTH FACE CMU, EXTEND TO BOT OF ROOF DECK 00 2A) 8" SMOOTH FACE CMU, EXTEND TO 16'-8" A.F.F. O. �O <4JxL.J 2B) 8" SMOOTH FACE CMU, EXTEND TO BOT OF ROOF DECK AND SEAL (2-HR UL DESIGN U905; REF. 8/A-2.2) 01,O O OO 2C) 8" SMOOTH FACE CMU, EXTEND TO 9'-4" AFF OHO CEO ,O 2D) 8" SMOOTH FACE CMU, EXTEND TO 16'-0" AFF UO goO:oi 2E) 8" SPLIT FACE CMU, EXTEND AS DETAILED ^ 3) 6" x 20 GA METAL STUDS @ 16" OC, 5/8" FIRE RATED GYP BD EACH SIDE, EXTEND TO 9'-4" AFF 3A) 6" x 20 GA METAL STUDS @ 16" OC, 5/8" GYP BD EACH SIDE, ACOUSTICAL BATT INSULATION, j EXTEND TO 10'-0" AFF 4) 3-5/8" x 25 GA METAL STUDS © 16" OC, 5/8" GYP BD EA SIDE,EXTEND ABOVE CEILING 4A) 3-5/8" x 25 GA METAL STUDS ® 16" OC, 5/8" GYP BD EA SIDE, ACOUSTICAL BATT INSULATION, EXTEND TO 10'-0" AFF 4B) 3-5/8" x 25 GA METAL STUDS ® 16" OC, 5/8" FIRE RATED GYP BD EA SIDE, EXTEND TO BOT OF , ROOF DECK AND SEAL (1-HR UL DESIGN V417; REF. 9/A-2.2) 5) 2 1/2" 25 GA METAL C-H STUDS W/ 1 " RATED 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 (2-HR UL DESIGN U428; REF. 10/A-2.2) 6) 6" SMOOTH FACE CMU, EXTEND 9'-4" AFF 7) 7/8" 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 .00' INDICATED ON THE PLAN ®E D. 1-HR. RATED WALL 2-HR. RATED WALL f 71 DOOR NUMBER REFER A-6.0 xx WINDOW NUMBER 0 REFER A6.0 GATE NUMBER 0 REFER A-6.0 D 38' -1 1 /4" I I I� PTC OFFICE d- 124 CLASSROOM - 125 0I � 4 I wl �I o I o 8/A-5.0 rl OPP. HAND 1' 29'-1 1 /4" 4'-0" -0" 10)-8" 11'-8" 3 ENLARGED FLOOR PLAN) H i i _ 20'-0" _ vI.O. 3'-4" 5'-0" 4'-0" 5'-4" 5'-8" N d- I - Ir� ---- - ----- ------ 2'-0" 8" 03A 00 FO ER 1' 2'� 3'-4" 1 6 M.O. 2C zc 2c E I zc 2c 07 i 1' �-4' MONE 04 2c 2c - 107 g OA 2C 2C PICK-UP 2c VESTIBULE 108 105 08 05 _ - m 8/A-5.0 7/A-5.0 ,1. ,�. I- a rl o f - - ( Ili Q 15'-4" 18'-0" N 7.11 18'-0" 5'-41' 1'-4 L---- 41'-1 1 1/2" BREAKROOM 103 00 5'-4" 00 N LL 0 W E�So HOME CENTERS, INC. 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 04115i02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EX,MAPLE 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 6 0 _ co m 0 I 00 o 00 I 2 N I d- N 03B of QI I L--2_-- - O w Y ui u U 06 Lu U 0 < u) L o L ® rn t t'1 �J L- Y) L i iL 0 T o Lu T Li-z a � z �0 � � ORIGINAL ISSUE DATE: 04/15/02 1 DOOR N 5SCALE: 1 /4"=1 " ------J------ J-------J--/----J------- I I I I I Q o Q L� LCl I I I I I I^I I I 1 1 1 r. I I I I 1 I P I I ^ I I I I I I I FLOOR MOUNTED URINAL PARTITIONS TILE ON 5/8" GYP. BOARD ON METAL STUDS 2X FIRE TREATED WOOD BLOCKING, ANCHOR TO STUDS LAG BOLTS BY PARTITION SUPPLIER TING I L 1/A-4.1 6" X 6" BULLNOSE CERAMIC TILE 12" X 12" TILE f--- BEYOND FLOOR MOUNTED TOILET PARTITIONS FLOOR DRAIN, RE PLUMBIN 6" X 6" TILE AROUf\ PERIMETE 12" X 12" TILE, TY 6" X 6" TILE, TYF N -------I - - - - - - -- - - - - - - - - - - - --------------------- ---a w Emse - -j- I I HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION CEILING LINE 4 TU'ILET FLOORI L SCALE: 1 /4"=V-0" 1 /A-4.1 GRAB _--PAINT BAR----------- ----- - - ----- o FLOOR I I T P MOUNTED ! °' TOILET HOLDER ;--- ;- ___3,T6„- - ------- BULLNOSE BULLNOSE Q PARTITIONS NAPKIN I I o TILE AT EDGE DISPOSAL ----; - -- ; -- ---- - ----r - REFER o _ PLUMBING T SHEETS FOR N " FIXTURES ^ 12" X 12" CERAMIC TILED L• 6" X 6" CERAMIC TILE BULLNOSE BASE 1-42MEN'MEN'S !OILY ELEV SCALE: 3/8"=V-0" 1 /A-4.1 /_`» \/ 11 w —11 —rl. r— CEILING LINE PAI (\ BULLNOSE TIL AT EDG REFER T PLUMBING SHEET FOR FIXTURE 6"x6" BULLNOS TILE BASL M N' SCALE: 3/8"=V-0' _ REFER TO I I PLUMBING I - ---- --=------------------- SHEETS FOR I FIXTURE SPECIFICATIONS % L�T 6"x6" BULLNOSE 1'-2" 1'-3" 6" X 6" CERAMIC TILE 12" X 12" TILE BASE CERAMIC TILE WOMEIN'S TOILETL V SCALE: 3/8"=V-0" 1 /A-4.1 FLOOR MOUNTED URINAL DARTITIONS v /\ U \.i L_l\/'11VII\./ I ILI_ IL 1 ELEV 1/A-4.1 FLOOR MOUNTED TOILET PARTITIONS 6" X 6" BULLNOSE 12" X 12" CERAMIC TILE CENTER 1'-6" x 3'-0" MIRRORS CEILING LINE CERAMIC TILE F �nvpQ FAr\u I AVATnpv r'Al LI u F cy) I❑ — OJ T J Qf O O 1 LuLJ Al 0 1 � C) 00 00 [If z Q X O IzWOO Qr II MN 0 _0p ffT NI I � I. I 6" X 6" CERAMIC TILE CHANGING TABLE PAPER TOWEL PROTECTIVE COVER AT REFER PLUMBING SHEETS FOR HAND DRYER DISPENSER SUPPLY AND DRAIN, TYP. WALL MOUNTED LAVATORIES 7 WOMEN'S TOILETL V SCALE: 3/8"=1'-0" 1 /A-4.1 WOMEN SCALE: 3/8"= V-0" 20'-4" E THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN IPMOLE 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 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 EXMJPLE 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 0 0 0 tt 12" X 12" CERAMIC TILE _TT ff F0001R I I I I I I I I I I I ,-- - - TILE, TYP Q o p I I I -J---- - ------I-- --- T P� I I 1 HOI DER I TILE, TYP NA KIN 6" BULLNOSE ST N N� r ---------------- CERAMIC TILE' I U. I L I co c REF PLBG --\ L SHTS FOR 12" X 12" CERAMIC TILE Z6" X 6" CERAMIC TILE il FIXTURES WOMEN'S TOILETL SCALE: 3/8"=V-0" 1 /A-4.1 i (0 r I> IA 11. >I i i It1 I Ll' 6" X 6" CERAMIC TILE " FLOOR MOUNTED URINAL REFER TO PLUMBING FLOOR MOUNTED TOILET PARTITIONS 6 X 6 CERAMIC TILE PARTITIONS SHEETS FOR FIXTURES Tu"ILET ELEV 1/A-4.1 WALL MOUNTED LAVATORIES SUPPLY AND DRAIN, TYP. DISPENSER NOTE: ' IL L V MEIN ALL RESTROOM DIMENSIONS 1'-0" 1/A-4.1 O ARE GIVEN TO THE FACE OF SCALE: 3/8"= GYPSUM BOARD I 48'-0" LLn LL C,q l'- O z (y) o� �Lo Lu UUl-i (o rRnUT FILLED CMU BOND M BON STEEL 1 1 /2" #9 FTENED 10 GA. ANDED METAL. ATTACH METAL STUDS 16" O.C. H WAY T.O. MASONRY 9'-4" B.O. CEILING 91-011TV �" GYP. BOARD ON i/8" 20 GA. METAL DS © 16" O.C. J WALL - REFER WALL ES SECURITY DETAIL SCALE: 1 1 /2"=1'-0" a-- rPnHT FILLED CMU BOND EAM ARBON STEEL 1 1 /2" #9 LATTENED 10 GA. XPANDED METAL. ATTACH 0 METAL STUDS © 16" .C. EACH WAY T.O. MASONRY 9'-4"NV B.O. CEILING 9'-O" /8" GYP. BOARD ON 5/8" 20 GA. METAL TUDS @ 16" O.C. MU WALL - REFER WALL YPES SECURITY DETAIL SCALE: 1 1 /2"=1'-0" CLIP ANGLE KICKERS AT 48" O.C. 12" CONCRETE MASONRY UNIT LINTEL BEAM AND STUDS REFER STRUCTURAL 4" DEEP CMU BLOCK TO MATCH 12" CMU WELDED METAL TIES REFER STRUCTURAL PAINTED STEEL PLATE REFER STRUCTURAL CMU WALL BEYOND ACOUSTIC LAY -IN CEILING 5/8" GYPSUM BOARD ON 3 5/8" 25 GA. METAL STUDS ® 16" O.C. SOFFIT DETAIL 7 SCALE: 3/4 =1'-0" 2.1 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 AY-IN-CLG. RE: FINISH SCHED. B.O. TUBE STEEL BEAM 8'-8„ SOFFIT DETAIL (b SCALE: 3/4"=1'-0" LAY -IN -CEILING 12" CONCRETE MASONRY UNIT STEEL STUDS REFER STRUCTURAL L PAINTED STEEL TUBE BEAM REFER STRUCTURAL CMU WALL BEYOND HEAD RECEPTOR FOR DEFLECTION AUTO SLIDER HEAD LAY-IN-CLG. RE. RM. FIN. SCHED. SOFFIT DETAIL 5 SCALE: 3/4"=1'-0" MATCHLINE, SEE 1/A-4.2 CE I LING fr"LAIN' FOR CONTINUATION i2 SCALE: 1 /8"=1'-0" A THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN VIHOLE 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 041l 5,02 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. J E cocn o z Y U w � z U t� V ca Cfl _ 0 .j C) LCD ~ T < L_ 0 w L LLJ LLI {_]I� ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: Ktt—LtUltUA CEILIONIG PUAN 02/18/02 SCALE: 1 /8"=1'-0" 119A4-155-GCLCL LPCODE4 DRAWING NUMBER: c Lowrso atum HOME CENTERS, INC. r _ . P.O. BOX I I I I N. WILKESBORO, NC 28656 ® REVISIONS ACOUSTICAL LAY-INPRE-BID SET POST BID SET x x O ISSUE DATE ISSUE DATE CEILING SYSTEM MOUNT SPRING ANCHOR DATE DESCRIPTION i BRACKET TO TUBE STEEL 12 FRAME PER MANUFACTURER'S x x �x ------- - STANDARD BFACE SMOOTH MU I HOLLOW METAL OVERHEAD DOOR TRACK DOOR AND FRAME 8 -8 REFER STRUCTURAL HOLLOW METAL „ FOR REINFORCING DOOR AND FRAME AUTO -SLIDER 4 g'-p" 4 12" SMOOTH FACE CMU [ i ENTRANCE ul, n REFER STRUCTURAL a Q FOR REINFORCING TUBE STEEL FRAME I O ` STEEL E (III + B.O. BEAM ^� I `� - FRAMEPAINT TO ! Ll 01A 90° MATCH CMU WALLSLx 7 -4 - r I ^ I 13/A-5.0 ! I - I THIS DRAWING IS THE PROPERTY OF LOWS S HOME 1 2/A- O .0 CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED W WRITTEN CONSENT OF LO'P!E'S HOME CENTERS, INC. I \ % Q COPYRIGHT 2001 ALL RIGHTS RESERVED L J MOUNT TRAFFIC DOOR ------------------------------------- --- J STIPULATION FOR REUSE LL.HINGES TO TUBE STEEL THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL I ^ i - . .. w FRAME CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON II RADIUS I �yJ ^ 041l 5,02 AND IT IS NOT SU ITABLE FO R USE ON ACCENT DIFF ERENT PROJ ECT SITE OR AT A LATER TI ME. USE V) I TRAFFIC DOOR SEE O OF THIS DRAWING FOR REFERENCE OR EMVLE ON 4'-0" 3'-11 3/4" 16'-p 1/2„ ' I ANOTHER PROJEECTREQUIRES THE SERVICESOF BAND BELOW i 12" SINGLE SCORE SPLIT FACED CMU UP TO w DOOR SCHEDULE PROPERLY LICENSED ARCHITECTS AND ENGINEERS. �� M.O. O I� REPRODUCTION OF THIS DRAWING FOR REUSE ON 3-4 12" SPLIT FACED CMU o IMPACT DOOR, SEE ANOTHERPROJEC IS NOT AUTHORIZED AND IS DOOR SCHEDULE 4"H. RADIUSED MASONRY UNIT FROM 3'-4" of 6"x4" STEEL TUBE INSIDE OUTSIDE i I TO 3'-8" FRAME PAINT TO MATCH CMU WALLS o ACRYLIC FINISHING SYSTEM APPLIED OVER 12" 13/A-5.0 "TEARDROP" BUMPER SMOOTH FACED CMU W/ FLUSH JOINTS FROM S-8" UP ON EXTERIOR, ACRYLIC „ I I INTERIOR ACT LATE ON MOUNT IMPACT DOOR j 2 „ , „ , „ , " 1 HINGES TO TUBE STEEL 6 5 -4 1 -4 3 -4 M.O. OUTSIDE FRAME II FLAN DETAIL FLAN DETAIL DR. ELEVATION #168 SECTION (D DR. #16A 17SCALE: 3/4"=V-0" 1 /A-1.0 SCALE. 3/4 -1-0 1/A-4.0 SCALE: 1 /2"=V-0" 14SCALE: 1 /2"=V-0" SEALANT EACH SIDE TRENCH DRAIN - s 12" SPLIT FACE CMU WALL STL. 3x3x 1 /4"x3"W. WELD O TUBE 12" CMU WALL STEEL BEAM REFER STRUCTURAL 19'-8" O 3'-8" STEEL PLATE _____ __ 10" 10'-0" 4" X 5 1 2" LONG 6"x4"x1/4" STEEL TUBE FRAME REFER STRUCTURAL -- - 3 / / PAINT TO MATCH CMU WALLS SEALANT HILTI KWIKBOLT II 6"x4"x1/4" STEEL TUBE FRAME PAINT TO MATCH ----------------- --------------00 --- --- - DOOR & TRACK IMPACT DOOR CMU WALLS 1'-2" 11" PAINTED GUARDRAIL 3, 8" 1'-2" 1-16„ IMPACT DOOR HOLLOW METAL 09 I w O _ `',, DOOR AND FRAME "t a' o PAINTED HANDRAIL o ^ o_ J.05 co I 16'-0 1/2" 2'-6 3/4" 1 /A-5.0 1n � JAMB HEAD � j`� CLR. M.O. 16'-0 1/2" STEEL TUBE JAMB JAI V 1 B DETAIL 1 ! A DETAIL AUTO -SLIDER CLR. M.O. i REFER STRUCTURAL ENTRANCE SIDEWALK 4'-0" D01 N 5 RIS RS 13SCALE: 11/2"=V-0" 14/A-5.0 12SCALE: 11/2"=V-0" 14/A-5.0 TUBE STEEL SLOPE 2.8% LANDING VE IFY ;r. 00 COLUMN. REFER 0 34 STRUCTURAL o o �, ---------------------- - -- -- --- - - -- --- - -- - --- --- A ----- + i o `` 1,-2„ 1 1 „ 1,-2„ v rn moo_ 2---- - - - - - - N III y O� O AUTO -SLIDER !'I ENTRANCE EXTERIOR STAIR PLAN ti r------- AUTO -SLIDER 135° FACE OF WALL 12" SPLIT FACED CMU ENTRANCE SCALE: 3/8"=1'-0" 1/A-1.0_ o b� y I � 3 ® O I � SEALANT BOTH SIDES III I CIO � � • ® M ll 4" 9'-2" 4'-6" d' a 4'-7' 4,-7„ 6" 4,-0" , ,> , 123-8„ 11 „ 1'-2„ PLAN DETAIL PLAN DETAIL 4 TREADS © 11' I I SCALE: 3/4"=V-0" 1/A-4.0 10 SCALE: 3/4"=V-0" 1/A-4.0 Ln - PAINTED 1 1/2" O.D. Lo LL 00j SCHEDULE 40 00 (< i� CONTINUOUS GUARDRAIL U N z � � C7 I �C FIN. FLOOR M� co _ _ _ _. _ _ 2 l L J� r i - „ AT DOOR O Ln 4 >� `-� -5.7 B.F.F. <U I I I I n I co N l u U U, !! I- 00 1 W C7 I RADIUSED cO -r w - I IY) Y � _ �/ J co ` C-A\ , I i i ACCENT 7_ - _ _ _r------------------------- -E---------------------------------------- BAND BELOW - ---- -- ! -� co Ln FIN. FLOOR N 1 1 /2 5 -0---------1- 2' 1/2" 5'-4" 1 1 /2" N 00 z � AT LANDING � !; VERIFY v O I I 4' -p o 12" SINGLE SCORE SPLIT FACED CMU UP TO 3-4" �' cool-- 12" .-. SINGLE SCORE SPLIT FACED CMU UP TO 3-4" „ � 1" MAX 12" SMOOTH PAINTED 1 1/2" O.D. I I LANDING 6" CONCRETE CURB 4 H. RADIUSED MASONRY UNIT FROM 3 -4 TO 3i -8 In o 1,_p„ GAP, TYP. SCHEDULE 40 GUARDRAIL L - w p 4"H. RADIUSED MASONRY UNIT FROM 3'-4" TO 3'-8" I TO E OF FACE CMU FULL WELD 1= � O ACRYLIC FINISHING SYSTEM APPLIED OVER 12 SMOOTH FACED CMU W/ POST 2 BLACK VINYL COATED POST INTO cn O ACRYLIC FINISHING SYSTEM APPLIED OVER 12" SMOOTH FACED CMU W/ FLUSH JOINTS FROM 3'-8" UP FENCE FABRIC STEEL CAST CONCRETE RETAINING 4 FLUSH JOINTS FROM 3'-8" UP SLEEVE WALL, STAIR AND 00In SCREEN WALL / TRENCH DRAIN LANDING. REFER Z 0 N r9 PILASTER DETAIL PILASTER DETAILFENCE DETAIL 8 STRUCTURALwu SCALE: 3/4"=1'-0" 1 /A-4.0 7 SCALE: 3/4"=V-0" 1 /A-4.0 6 SCALE: 3/4"=V-0" 1 /A-1.0 EXTERIOR 8" SINGLE SCORE SPLIT FACED CMU UP TO 8" SINGLE SCORE SPLIT FACED CMU UP TO 8" SINGLE SCORE SPLIT FACED CMU UP TO 5 STAIR ELEVATION 3-4" 3-4" 3-4" SCALE: 3/8"=V-0" 9/A-5.0 J m 4"H. RADIUSED MASONRY UNIT FROM 3'-4" 4"H. RADIUSED MASONRY UNIT FROM 3'-4" 4"H. RADIUSED MASONRY UNIT FROM S-4" Q Y PAINTED 1 1/2" O.D. 0 TO S-8" �(,_�FENCE, HAINLINK TO 3'-8ADIUSED TO 3'-8" SCHEDULE 40 L_ TYP ACCENT CONTINUOUS GUARDRAIL„N.16 P.02 ACRYLIC FINISHING SYSTEM APPLIED OVER 8 R ACRYLIC FINISHING SYSTEM APPLIED OVER 8 BAND BELOW ACRYLIC FINISHING SYSTEM APPLIED OVER 8" g 29 A 22 ADIUSED SMOOTH FACED CMU W/ FLUSH JOINTS FROM 4 SMOOTH FACED CMU W/ FLUSH JOINTS FROM SMOOTH FACED CMU W/ FLUSH JOINTS FROM ACCENT BAND BROOM FINISH (D Q 3'-8" UP 3'-8" UP 3'-8" UP BELOW B.03 C.1 1 REV. 34 1'-2" 3'-8" 1 1 " 1'-2" CONCRETE STAIR AND z m 4 TREADS @ 1 " LANDING, REFER '® z �+----------- ------------------- N STRUCTURAL FOR r-----------------------------r------- O I EFER STRUCTURAL-----------------------------------------� REINFORCING -� EFER `l, I i --- -- -- ; ---- '------ I FOR REINFORCING I ------ I ❑ STRUCTURAL FOR W COLUMN REFER i o ILL ILL REINFORCING J I ^ I I STRUCTURAL ^ I1 I i I� N I I I I I I I I - o FI,... N. FLOORO O V. TyPoAT DO �LL I EFER STRUCTURAL LL0 STEE FOR REINFORCING W COLUMN REFER HAINLINK STRUCTURAL ENCE, TYP. ------- J z�rWo- LANDING SIDEWALK X ® o PROFILE OF ° ° _ - - - - - - - -I ® - _ -v jk O2 I I I I I _ ADJACENT -� I _ FLAT 2.8� SLOPE FIN. FLOOR -j U) � TRUCK WELL I Ln - I i I I i ° 0_ t 1 i -i i ( I I TUBE STEEL COLUMN 11- -III=1 AT LANDING 0 o I I I i i i I REFER STRUCTURAL ' I-_ VERIFY I I GAP I iADIUSED I •, I 1" GAP I i ---- ------ --- - --II - ORIGINAL ^ _ MAX. I .. I . I .- - --- - --_-- ' --=-- ------ - ----- --- - - - I �, � -,� I - - - - ISSUE DATE: 04/15/02 ----- ----- ' ", . I ACCENT I -- - --- --- - - --- -- - I - - - ------ - - -�--- - I I • J MAX, TYP. I i 10'-0" T T „- , „ CONCRETE TYP. I I BAND BELOW _-------------------- ------------------ 3 -8 4 -0 SIDEWALK PERMIT SET ISSUE DATE: ------+--------I------------- 04/15/02 � 1 1 /2'°----------- 3 =8j------------ ----1 j=8 ---- J1 1 /2" � 1 1/2" 2'-8" T 2'-8" 1 1 /2" \ �------- 2,_8 ,-- 2,-8„ 1 1 /2„ L - J 4 TREADS LANDING @ 1 1 " CONSTRUCTION SET 5'-4" 3 -8 1,-8" ISSUE DATE: 5'-4" XTER 10 DRAWING NUMBER: y COLUMN DETAIL COLUMN DETAIL COLUMN DETAIL 03/18/02 STAIR SECTION A�5,U u_ ,n u1uu- ,n A50-V2 4 SCALE: 3/4 -0 1/A1.0 3 SCALE: 3/4 = 1 -0 1/A1.0 SCALE: 3/4 -0 1/A-1.0 119A55-GGL SCALE: 3/8"=V-0" 9/A-5.0 LPGODE5 24" I 24" 1 DIAMETER DIAMETER SCALE: 3/4"=1'-0" A-6.1 1'-5 1 /2" I n) n11 1 1'-4" 1'-4" DIAMETER DIAMETER DIAMETER MONUMENT SIGNIL I &DE ELEVATION SCALE: 3/4"=1'-0" A-5.1 SCALE: 3/4"=1'-0" A-5.1 I DATE I I DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED 4'4THOUT 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 04115i02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EMJPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAYANG FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. a m Uj a Ll 1�1 0 ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 ICONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: a _ u c� 0 U)-1 <t w 0 � 0 U) 0 w ' ' 0co N � 9- (y) [=A N O C7 O O Z U W O a- J 02/18/02 A51-V2 119-155-GCL LPCODE4 11 I DOOR SCHEDULE DOOR REMAR w BUTTS DOOR SIZE (D.S.) FRAME FRAME SIZE FRAME DETAILS z (652 UNLESS OTHERWISE NO DOOR NO. ROOM NO. LOCATION W X H (1 3/4-THK.) DOOR MATERIAL DOOR FINISH MATERIAL (TYPE OPENING) FRAME FINISH V) 3 JAMB HEAD DEPTH JAMB 4C/A6.1 HEAD 4B/6.1 SILL 4A/6.1 ITEMS 3 "STANLEY" 0 "HAGER" FBB179 NRP BB1279 NRP 01D 17E 01E 19 3'-0"x7'-O" H.M.(18GA.) PAINTED H.M.(16GA.) PAINTED 2" 4" 5 3/4" 01F SEE SEE CMU PLANS PLANS 01F 226 01 J 34 - 018 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/A6.1 6/A6.1 2B/A6.1 OB/A6.1002 - 5A/A6.1 - - - 02A 102 VESTIBULE 16'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CLEAR 026 102 VESTIBULE 16'-0" X ll'-4" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 5D/A6.1002B 5A/A6.1 - - - 02C 102 VESTIBULE 16'-0"xl0'-0" GALV. STEEL PAINTED MFG. STANDARD PAINTED MFG. STD. MFG. STD. - 2C/A6.1 2B/A6.1 - - 03A 103 BREAKROOM 3'-0"x7'-O" WOOD STAINED H.M. (16GA.) CMU PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 3A A6.1 / 3 3 FBB 179 N BB 1279 H.M.(18GA.) PAINTED H.M.(16GA.) PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 3 FBB179 NRP 03B 103 BREAKROOM 3'-0"x7'-0" 3 3 FBB 179 N BB 1279 FBB179 NRP BB1279 NRP 04 104 CORRIDOR 3'-0"x7'-O" WOOD STAINED H.M. (16GA.) CMU PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 / 3A/A6.1 / 3 05 105 VESTIBULE 3'-0"x7'-O" H.M. 18GA.) ( PAINTED H.M.(16GA.) PAINTED 2" 4" 5 3/4" 4C/A6.1 48/A6.1 4A/A6.1 3 CMU 3 FBB179 NRP BB1279 NRP 07 107 MONEY 3'-0"x7'-O" WOOD STAINED H.M. (16GA.) PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 3A/A6.1 3 CMU 3 3 FBB179 NRP BB1279 NRP 08 108 PICKUP 3'-0"x7'-0" H.M. (12GA.) PAINTED H.M.(16GA.) PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 CMU 3 3 FBB179 NRP BB1279 NRP 09 109 PROCESSING 3'-0"x7'-O" H.M. (18GA.) PAINTED H.M. (16GA.) PAINT 2" 4" 5 3/4" 11/A5.0 3C/A6.1 3B/A6.1 3A/A6.1 CMU 10 110 RETURNS 14'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CLEAR - - - 1O/A5.0 6/A6.1 6/A4.2 1 OB/A6.1 10/A6.1 - - - - 11A 111 VESTIBULE 16'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CMU CLEAR - - - 6/A6.1 1 O/A6.1 6/A4.2 1 OB/A6.1 1OA/A6.1 - 11B 111 VESTIBULE 16'-0" X 1l'-4" ALUMINUM CLEAR ALUALUMINUM 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.) PAINT 2" 4" 5 3/4" 16/A5.0 3C/A6.1 3B/A6.1 3A/A6.1 3 3 FBB179 BB1279 CMU 13 113 ELECTRICAL CLOSET 3'-0"x7'-O" H.M.(18GA.) PAINTED H.M. (16GA.) PAINT 2" 2" 5 3/4" 11A/A6.1 11B/A6.1 - 3 3 FBB179 BB1279 DRYWALL CMU (16GA.) PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 3A/A6.1 3 3 3 FBB179 179 NRP BBB1279 NRP 14 114 TELEPHONE 3'-O"x7'-O" H.M. (18GA.) PAINTED 15 115 SPRINKLER 3'-6"x7'-O" H.M.(18GA.) PAINTED PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 8'-0"x7'-4" MFG. STANDARD FACTORY FIN. CMUI6GA.) STL. TUBING PAINT - - - 13/A5.0 12/A5.0 14/A5.0 - 16A 116 CART STORAGE - 16B 116 CART STORAGE PR. 4'-0"x7'-0" GALV. STEEL MFG. STANDARD MFG. STANDARD PAINTED MFG. STD. MFG. STD. - 13/A5.0 12/A5.0 14/A5.0 - MFG. STD. MFG. STD. (LT. GRAY 17A 17B 117 RECEIVING 9'-4"x10'-0" GALV. STEEL PAINTED MFG. STD. PAINTED MFG. STD. MFG. STD. - 2C/A6.1 SIM 2B/A6.1 SIM - - - 17C 17D 117 RECEIVING 8'-0"x10'-O" GALV. STEEL PAINTED MFG. STD. PAINTED MFG. STD. MFG. STD. - 2C/A6.1 2B/A6.1 - - - SIM SIM 3A/A6.1 3 3 FBB179 18 118 RECEIVING OFFICE 3'-0"x7'-0" WOOD STAINED H.M. (16GA.) PAINT 2" 4" @ 18 REF WALL 3C/A6.1 3B/A6.1 28 128 UNISEX TOILET DRYWALL, CMU 2" @ 28 TYPE 1 C/A6.1 1 B/A6.1 1 A/A6.1 - 6 B81279 FBB179 BB1279 22A 122 ELECTRICAL ROOM FIXED 2'-0"x7'-0" H.M.(18GA.) PAINTED H.M. (16GA.) CMU PAINTED 2" 4„ 5 3/4' 4C/A6.1 4B/A6.1 4A/A6.1 OPER. 3'-0"x7'-0" 5C/A6.1 5A/A6.1 - - 23A 23B 123 VESTIBULE 14'-0" X 10'-0" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 23C 123 C.S. VESTIBULE 18'-0"xl0'-0" MFG. STANDARD FACTORY FIN. MFG. STANDARD PAINT - - - - - - - - PRIMER GREY 24 124 PTC OFFICE 3'-0"x7'-0" WOOD STAINED H.M. (16GA.) PAINT 2" 2" REF WALL 1 C/A6.1 1 B/A6.1 1 A/A6.1 3 3 FBB 179 BB 1279 DRYWALL PAINT 2" 4» TYPE RETYPE WALL 1 C/A6.1 1 B/A6.1 1A/A6.1 3 3 FBB 179 BB 1279 25 125 CLASSROOM 3'-0"x7'-O" WOOD STAINED H.M. (16GA.) DRYWALL 1 B/A6.1 1A/A6.1 3 3 FBB 179 BB 1279 26 126 UTILITY CLOSET 3'-0"x7'-0" WOOD STAINED H.M. (16GA.) PAINT 2" 2" REF WALL 1 C/A6.1 27 127 JANITOR'S CLOSET DRYWALL TYPE 32 132 ASS'T MANAGER 3'-0"x7'-O" WOOD STAINED H.M. (16GA.) PAINT 2" 2" REF WALL 1 C/A6.1 1 B/A6.1 1 A/A6.1 3 3 FBB 179 BE 11 79 33 133 DIST. MANAGER DRYWALL TYPE 11B/A6.1 - - 6 FB8179 BB1279 35 135 ELECTRICAL CLOSET PR. 2'-0"x7'-O" H.M.(18GA.) PAINTED H.M. (16GA.) PAINT 2" 2" 5 3/4" 11A/A6.1 DRYWALL REV I gy; Sanford Fire, Date: s GATE SCHEDULE O GATE NO. LOCATION WIDTH/HEIGHT HARDWARE REMARKS O GARDEN CENTER PAIR 4'-0"x7'-0" BEST" 93K7R15D-S3-626 SIGNAGE PER 5/A-7.0 PAIR. 4'-0"x12'-0" SEE O GARDEN CENTER 12'-0" A.F.F. NOTE 1 PAIR. 4'-0"xl2'-0 SEE O GARDEN CENTER 12'-0" A.F.F. NOTE 1 PAIR. 4'-0"x12'-O" SEE O GARDEN CENTER 12'-0" A.F.F. NOTE 1 PAIR. 4'-0"x12'-0" SEE O GARDEN CENTER 12'-0" A.F.F. NOTE 1 PAIR. 4'-0"xl2'-0 O GARDEN CENTER 12'-0" A.F.F. NOTE 1 O GARDEN CENTER PAIR. 4'-0"x7'-0" BEST" 21B722T SIGNAGE PER 5/A-7.0 "B BEST" CANTILEVERED O GARDEN CENTER 16'-0" x 16'-0" SLIDER O GARDEN CENTER 3'-0"x7'-O" "BEST" SIGNAGE PER 5/A-7.0 93K7R 15D-53-626 1 Q UTILITIES 4'-0"x7'-O" "BEST" 93K7R15D-S3-626 "BEST" 1 1 UTILITIES PAIR. 6'-0"x12'-0" 21 B722T 12 ROOF LADDER REFER A-6.1 "BEST" 21B722T GATE SCHEDULE NOTES: 1. PANIC HARDWARE BY ADAMS-RITE 8701-42-M-628, 3083-37-00-626 OUTSIDE TRIM 2. SEE SHEETS A-1.0, A-2.0 FOR CHAINLINK FABRIC TYPE. WED ntion Div. THRESHOLD WEATHER STRIPPING REMARKS: SEE SPECIFICATIONS FOR FURTHER IN 0 O w c a LOCKSET CLOSER DOOR STOP PUSH PLATE DOOR PULL PLATE FIRE EXIT DOOR & PLATE 1 BI-PARTING SLIDING DOORS. INSIDE 14 NOT USED R R lE76-C181 OUTSIDE 8501-BF 15 08 KEYED CYLINDER FOR OUTSIDE TRIM 3501 -BF 8501 -BF 09 93K7D15D-S3 3501-BF 1 E76-C181 OUTSIDE MFR'S. STD. MFR'S. STD. 5,24 10 W/ FACTORY THUMBTURN 1 E76-C181 OUTSIDE 1E76-C181 OUTSIDE MFR'S. STD. MFR'S. STD. 1, 3 11A W/ FACTORY THUMBTURN lE76-C181 OUTSIDE MFR'S. STD. MFR'S. STD. 1, 3 t lB W/ FACTORY THUMBTURN 93K7D15D-S3-626TL 3501-BF-DA 20 MINUTE 12 3501 -BF-DA 3501-BF-DA WS407 CCV 1-1/2 HOUR / 13 93K7D15D-S3-626TL 3501-BF-DA 409 501 -BF-DA 14 93K7D15D-S3-626TL 501 -BF-DA 20 MINUTE 8501-BF-DA 700 ESA 15 15 93K7D15D-S3-626TL 171 290 AS 3501 -BF-DA MFR'S. 8 16A 21 B732 STANDARD 9 168 17A 21B732T 11 17B 17C MFR'S. 17D 21 B732T STANDARD 11 20 @18 18 93K7D15D-S3 @ 18 8501-BF-DA 12 @28 28 93K7L15D-S3 @ 28 3501-BF-DA 93K7D15D-S3-626TL PR 8501 -BF-DA 12, 16, 17 22A PR 3501-BF-DA MFR'S. STD. MFR'S. STD. 2,5 23A 23B W/ FACTORY THUMBTURN MFR'S. 6 23C 21B732T STANDARD 93K7D15D-S3-626TL WS407 CCV 12 24 8501 -BF-DA WS407 CCV 12, 19 25 93K7D15D-S3-626TL 3501-BF-DA 409 93K7D15D-S3-626TL 8501-BF-DA WS407 CCV 12 26 3501 -BF-DA 409 27 WS407 CCV 12 32 93K7D15D-S3 409 33 PR 8501-BF-DA 1PR 1-1/2 HOUR 17 35 93K7D15D-S3 3501-BF-DAII w J 0 Li U w w U) DOOR TYPES w J 0 w U Li w Ln SEE SCHED. I I DOOR ELEVATION SEE SCHEDULE SEE SCHEDULE GLASS WINDOW. SEE GLASS WINDOW. SEE �--~I REMARKS FOR TYPE REMARKS FOR TYPE & SIZE OF GLASS IF & SIZE OF GLASS IF REQUIRED. (RE: REMARKS REQUIRED. COLUMN ON SHEDULE) w O 01D E 201G 03 04 07 18 24 = 03B 05 08 11 01J 25 26 27 28 32 U) of 13 15 17E 19 14 33 N n 34 35 09 12 22 228 DOOR NUMBERS DOOR ELEVATION DOOR NUMBERS DOOR ELEVATION (REFER TO 15/A5.0) SEE SCHEDULE DOOR ELEVATION 16B DOOR NUMBERS B GLASS ,NELS AS ITED 6A 23C DOOR NUMBER 5/16" LAM. d GLASS w N I 2" 2'-2" 3'-0" 2" 6 w 24 FRAME ELEVATION DOOR NUMBER w J 0. Li _ U V) w w c17F crup_nl II p, SEE w � J _ SCHEDULE N 0 a► II __1II SEE SCHdtlIULE II II II I m o N 6/A6.1 N m N o O U (9 0- 5/16" LAM. o® GLASS CO 00 o00\ o t o = SO SX_ 5/16" LAM.H GLASS i DOOR ELEVATION VIEW FROM EXTERIOR PROVIDE FULL LAP PLASTIC STRIPS AT DOOR #17D & #21D O1H 02C 17A 7B 17C 17D DOOR NUMBERS GLASS WINDOW. SEE 04 DOOR NUMBER 1 15V. 1 5A SERVICE TO THIS JAMB 01B 01C 02A 02B 10 11A 11B 23A 238 DOOR NUMBERS WINDOW TYPES 0- CLASS III VISION 4'-0" 6 ► PANEL IN 1 3/4" X 4 1/2 " 1 , _ HOLLOW METAL FRAME 1 3/4" x 4 1 /2" CLEAR TALK THRU DEVICE ANODIZED ALUM. FRAME 00 E Q (6-FR) BY CREATIVE INDUSTRIES'] g A6.1 iv 9 A6.1 4 r -. - -- ao 1/4" TEMPERED L PASS THRU HOPPER - GLASS - CLEAR �I (PHE-2) BY CREATIVE 11-411 INDUSTRIES of ¢ ► �1 O ;r, �I B O WINDOW ELEVATION WINDOW DESIGNATION WINDOW ELEVATION WINDOW DESIGNATION 3'-4" @ TYPE 'C' 4'-0, ® TYPE 1'D' ��� 1 3/4" x 4 1/2" CLEAR 1I 2" SLIDING ANODIZED ALUM. FRAME �I 8/A6.1 SLIDING WINDOW W/ 1/4" CLEAR TEMPERED GLASS - I I OPENING IN CMU WINDOW TO HAVE LOCKABLE - DEVICE. REFER PLAN FOR LOCKING DEVICE LOCATION � ► O O � O � WINDOW ELEVATION WINDOW DESIGNATION WINDOW ELEVATION WINDOW DESIGNATION GENERAL NOTES A) DOOR FRAME SUPPLIER TO VERIFY ALL EXTERIOR WIDTHS IN FIELD PRIOR TO INSTALLATION FRAME 03118) DEPTH A60- 119-155-G LPCOD • REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 DRANJI NG WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04M5/02 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. ,ZS_ C c � c � x OC B c "n U C 3^ ro y o cc • �' l O • :n I` • r y 0 s 0.. Z 4 ILL N Z Q 0 Z Cy) � 00 ul LJJ U W r� z U W O o _ W (f)> a w O I.-zO w� z(0 o (� N � wU =� m U } J w j Y G!L U LLJ 2 Lu06 m Lu (TO J � O Q -10 0 Q w LL [)L c O .. Q N U) (nLL c Oa w Z Z o z 3- 0 0 p ��/�Q J v J u) a ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET 04/15/02 ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 12 A-6.0 ;L :5 • 1 L 0 W ErmwV HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE METAL STUDS DATE DESCRIPTION - REFER PARTITION 4 3/4' TYPES 1/4" SHIM 5/8" GYPSUM ° ° 11 4" C-H STUDS AT 16" O.C. BOARD L a SEALANT —1 " GYPSUM BOARD a BOTH SIDES I PROVIDE J RUNNER AT SHAFT Ln I WALL HEAD METAL STUD FRAMING. RE:PARTITION I BOARDYERS 5/8" GYPSUM N RATED HOLLOW METAL FRAME. CMU BLOCK WITH °• REINFORCING IN GROUT GYPSUM BOARD. FILLED CELLS. THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC ANY USE OR REPRODUCTION IN WHOLE REFER STRUCTURAL. OR PART IS PROHIBITED WITHOUT THE EXPRESSED VARIES B WRITTEN CONSENTCOPYRIGHT 20OFSERA E LOWE'S1 ALL RIGHTS RESERVED CENTERS. INC HEAD STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SLIDING GLASS SPECIFICSITEAT SANFORD,FL C WINDOW CONTE MPORANEC USLY WITH ITS ISSUE DATE ON HOLLOW METAL FRAME. 04,15102 AND IT IS NOT SUITABLE FOR USE ON A JAMB DIFFERENT PROJECT SITE OR AT A LATER TIME USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON JAMB JAMB ANOTHER TH E R PROJECT REQUIRES THE SERVICES OF 1 /4 CLEAR TEMPERED GLASS. PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS METAL STUDS - CONTRARY TO THE LAW REFER PARTITION 4" C-H STUDS AT 16" O.C. • • TYPES 12x4 TUBE ®1 1 B (2) LAYERS 5/8" GYPSUM 4 BOARD x6 TUBE @02A METAL STUD FRAMING. RE:PARTITION REFER STRUCTURAL. TYPES. - -RAT ED HOLLOW METAL FRAME, 5/8" GYPSUM BOARD 2x FIRE GYPSUM BOARD. RESISTANT PROVIDE J RUNNERS AT WOOD SHAFT WALL JAMB BLOCKING SEALANT BOTH c- DOUBLE 6" 20 GAGE D ° Cj f cv 1 " GYPSUM BOARD • • METAL STUD LINTEL. JAMB _ L JAMB GUIDE MIDES. CMU "U" BLOCK WITH STEESTEE R ED T 0 METAL 2„ ° D 0 MOTION IDES. � � � REINFORCING IN GROUT BOTH SIDES g FILLED CELLS. LiSTUD JAMB PER DOOR r MANUFACTURER A REFER STRUCTURAL. Z o REQUIREMENTS JAMB SWING OUT Li = _J w v ACCESS COVER Li SLIDING GLASS 0 w DETAILS WINDOW w - METAL STUD FRAMING PARTITION TYPES SCALE: 3"=V-0" A-6.0 B HEAD B HEAD HEAD � HOLLOW METAL FRAME. NOTE: i i 3'- ® DR. #01B, 01C, 23A & 21 4" DIA. PIPE BOLLARD NO PIPE BOLLARD ROLL UP DOOR & SEE DETAIL REQUIRED AT DOORS ______ "EXIT" SIGN OUTSIDE af - - THESE (2) PIPE BOLLARDS OCCUR # 2A & B, #10, #11A INSIDE 1 /4 CLEAR TEMPERED GLASS. 0o #01 B, #01 C, 23A & 23B & B 4" VINYL BASE J o ROLL UP DOOR WHERE ''Q DOOR #02C OCCURS _ ROLL -UP DOOR SEE oO X - DOOR SCHEDULE INSIDE Sx SO! THRESHOLD AT BREAKWAY � I � c° SECTION OF DOOR UNIT TO [� EXTENDED M BE IN FULL BED OF SEALANT IA /4" 192" (16'-0") DOOR WIDTH ® DR. #02A, 02B, 1 1 A & 1 1 B 1 /4" SWEEP o SLIDING GLASS HEAD I 168" (14'-0") DOOR WIDTH @ DR. #01 B, 01 C, 10, 23A, & 23B THRESHOLD cD - WINDOW FIN. �+ 1 4 CLEAR TEMPERED GLASS. J BOX BEAM HEADER �_ DR.(EX#10 } HOLLOW METAL FRAME. Qz _�- 4 EQ Wwv ---- �J�_--------- METAL STUD LINTEL. Ua co - ol — 0 11J STEEL JAMB GUIDE wi - _ CLEAR DR. OPENING = 84" @ DOOR #02A,02B,11A&11B ABOVE SECTIONS ARE SEALANT CLEAR DR. OPENING=72"® DOOR #01 B4O1 C,10,23A&23B GYPSUM BOARD. INVERTED "U" BLOCK BOTH SIDES SHOWN WITH DOOR IN GROUT FILLED OUTSIDE A D EMERGENCY I A SLIDE OPEN POSITION I p o o METAL STUD FRAMING. RE: BREAKAWAY THESE (2) PIPE BOLLARDS o SILL SILL PARTITION TYPES. SILL (NONE © DOOR #10) OCCUR © DOOR #01 B, #01 C 0 rn E �T ONLY '�� o Cn M j O ALUMINUM FIXED GLAZING SLIDING WINDOW ALUMINUM yoo; ENTRY DOOR DETAILS DETAILS DETAILS ��0 1 o ROLLING DR. DETAILS ENTRY DOOR PLAN 3 SCALE: 1 1 /2"=V-0" A-6.0 - 9 SCALE 3"-1'-0" A-6.0 R v c� o SCALE: 3"=1'-0" A-6.0 SCALE: 3/4"=1'-0" A-6.0 � SCALE: 1 1/2"-1'-0" A-6.0 s •'� o � � SEALANT cn \� BOTH SIDES • a o I a SEALANT D h� BOTH SIDES o N U _J C) Lo TRANSOM_T ry O 0 z m ct� w 0 p Lo 3;: o 6" 0 8" LOCK U J co 0 MASONRY WIRE 4" 1 /2" Z m ANCHORS SEALANT 16" O.C. CMU - REFER CMU REFER ~ Z IIIIIIIIN BOTH SIDES (BOTH SIDES) PARTITION TYPES PARITION TYPES U MASONRY WIRE MTL. STUDS - h+� p JAMB REINFORCING ANCHORS ® JAMB REINFORCING. MOTION DETECTOR OTION DETECTOR REF PARTITION REFER STRUCTURAL 16" O.C. REFER STRUCTURAL BOTH SIDES BOTH SIDES JAMB TYPESSEALANT (BOTH SIDES) SEALANT r 0 z REINFORCING cv w O z a �/ 1 �z BOTH SIDES BOTH SIDES z Z REER STRUCTURALJ_GYP. BD. SWING OUT - z SWING OUTz w o M"'�I � O ACCESS COVER ACCESS COVER (9z �Q_ w Q w ANCHOR, (3) w 06w HOLLOW METAL OLLOW METAL cn C STEEL JAMB GUIDE C PER JAMB O 00 L0�0 FRAME. FILL JAMB -- FRAME. FILL JAMB ANCHORED W/ EXPANSION JAMB H.M. DOOR N (D WITH GROUT WITH GROUT. CHECK DOOR ANCHORS PER DOOR - FRAME O SCHEDULE FOR RATING. z Z z MANUFACTURER'S W _ o w w REQUIREMENTS • • Q w w o cn D B NOTE: SEE CMU LINTEL REFER HEAD HEAD PLAN FOR STRUCTURAL NOTE: SEE DIRECTION OF PLAN FOR CMU LINTEL REFER \`� m SENSOR TYPE DOOR SWING. DIRECTION OF STRUCTURAL o w DOOR SWING. DOOR OUTSIDE INSIDE w — SEALANT �TYPES � SIGN @ #02C 2-6" (20 GA.) MTL. STUDS - ROLL UP DOOR & LINTEL REF PARTITION = MUNTIN BOTH SIDES U BARS i 01 B WIDE WIDE — - 4" TALL HOLLOW ONLY N 01 C WIDE WIDE 1 /2„ METAL SEALANT BOTH 4" TALL GYP. BD. Q B 02A NARROW WIDE FRAME. FILL SIDES HOLLOW METAL WITH GROUT p FRAME. FILL B m p I Z WITH GROUT ROLL -UP DOOR SEE 02B NARROW WIDE HEAD HEAD CHECK DOOR HEAD DOOR SCHEDULE HEAD r\ FRAM DOOR U) O 10 WIDE WIDE SCHEDULE FOR EATING =J J CD4 BASE VINYL 11A WIDE NARROW I 4" CMU CUT TO FIT Q V- AROUND BEAM -' N 1 1 B WIDE NARROW WHERE I INSIDE OUTSIDE w O Q OCCURS z STEEL LINTEL BEAM O 23A WIDE WIDE - sx SO THRESHOLD AT BREAKWAY 0 O CO SECTION OF DOOR UNIT TO OUTSIDE - 23B WIDE WIDE INSIDE � z � REFER STRUCTURAL � V) z � EXTENDED BE IN FULL BED OF SEALANT ALUMINUM OUTSIDE INSIDE on CI_ Lj STEEL LINTEL PLATE � w 7 L.L z SWEEP - THRESHOLD BASE AS o Ld PAINT OUTSIDE INSIDE Z z IN FULL SCHEDULED O 0 QQ BED OF STEEL JAMB 0 O �/'� FIN. \� �+ SEALANT GUIDE Q J vJ (f) a L 2" °° ORIGINAL 4" 1 a ° ° - ISSUE DATE: 04/15/02 PERMIT SET - �1 ° a ISSUE DATE: 04/15/02 ABOVE SECTIONS ARE A A CONSTRUCTION SET A SHOWN WITH DOOR IN A ISSUE DATE: ALUMINUM SLIDE OPEN POSITION SILL SILL THICKEN SLAB. REFER STRUCTURAL. SILL DRAWING NUMBER: ENTRY DOOR DETAILS ILL 51 " SCALE: 11/2"=1'-0" A-6.0 12" CMU DOOR DETAILS 6 /8 CMU DR. DETAILS ROLLING DR. DETAILS DRYWALL DR. DETAILS 03/18/02 _ 4 SCALE: 3/4"=V-0" A-6.0 - A61N2 A 3 SCALE: 3/4"=V-0" A_6 d _ ■ 2 SCALE: 3/4"-1'-0" A_6 0 _ 119-155-GCL 1 SCALE 1/2"-1'-0" A-6.0 LPCODES • • L OWENr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, INC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE IL ISSUE DATE DATE DESCRIPTION 13/A-7.0 00 mill I N f �- - -- 0 12/A-7.0 v 0 I I ----cam N 0 I 1 1 /A-7.0 10/A_7.O - I � 45' = 1 O I w 1 = I BAR 3/8"X3 1 1/4" x 3, STANDARD B. GRATE SET I 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"x 4" x 4" x 3/8" ANGLE ^� OCJOIST BEARING 22'- 0 SEE SHT. S-4 FOR JOIST BEARING BAR 1 /8"x 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 & 1 /2"x6"x6" 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 o 1 EXPANDED METAL IN ro .I II I (1'-6"W.x6'-0"H.) ,t �� ' 1 "x 1 "x3/ 16" _ 00 10 . ANGLE FRAME I 1/2"0 THRU-WALL ANCHORS cal i \ I W/ WASHERS AND 1 /2"x6"x6" STEEL PLATES. OF FIRST RUNG F.F. 41 FINISH FLOOR GRADE 00 NOTES: Ln un 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. SEE SHEET GATE SCHEDULE FOR LOCK INFORMATION. BAR 3/8"x BAR 1 /8"x BAR 3/8"x BAR 3/16"x BAR 1 /8"x (TYP.) ROOF ,� •� LADDER SECTION SCALE: 1 "=1 '-0" A-7.0 3/16" 3/4"0 BAR y� f 3/8„ ROOF ROOF LADDER SECTION 12SCALE: 1 "=l'-0" A-7.0 LADDER DETAIL 7 SCALE: 1 "=V-0" A-6.1 BAR 3/8"x 3" BAR 1/8"x 2" BAR 3/8"x 3" BAR 3/16"x 3" BAR 1/8"x 2" (TYP.) N� ROOF 11 LADDER SECTION SCALE: 1 "=V-0" 4'-0" 6"xl'-4"x2"xl 8" THICK STEEL CASEMENT A-7.0 3 1/2" 4 1/2" 0 5/8" DIA. HOLES Q �� II o0 1 f TRUCK;;r 5/8" DIA. HOLES (TYP.) II II V�I 1 EXPANDED METAL IN 1 "x 1 "x3/16" ANGLE ® II II co FRAME GATE o0 BAR 3/8"x 3" II I 0 ; 0 1 BAR 3/8"x3" II MFG. STD. ; II 1 "xl "x3/16" ANGLE BOLT SEE DTL. ° FRAME 7/A-7.0 1 MFG. STD. ; I % NUT 0 3 SIDES HEAVY-DUTY HASP MFG. STD. 0 3/16 ----- ---- LOCK @ 48" ABOVE LOCK NUT LOCKING FINISH GRADE HANDLES HEAVY-DUTY HINGE (3) EXPANDED METAL IN (1'-6"w.x6'-o"H.) STANDARD HANGER �c TRUCK CATCH ASSEMBLY DETAIL 00 1 "x4"x3/1 6" ANGLE NOT TO SCALE NOT TO SCALE SECURITY GATE _I FRAME GATE POST GUIDE l 1 "x1 "x3/16" ANGLE WHEELS EXPANDED METAL \ FRAME VERT. LEG TURNED UP ROOF LADDER SECTION 1 OSCALE: 1"=1'-0" 4'-0" � I I I I I 1/8"x2"xl'-4" STEEL PLATE - WELD TO EACH GATE CONTINUOUS WELD (BOTH SIDES) I OUTSIDE I INSIDE A-7.0 WELD HEADER RAIL TO POSTS (BOTH ENDS) GRIND SMOOTH WELD 1 /8"x8"x8'-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 -G 12 GA. METAL PANEL FOR PANIC HARDWARE ATTACHMENT 1/4" CLEAR ACRYLIC PANEL BETWEEN (2) LAYERS OF FENCE FABRIC ATTACH W/ FENCING CLIPS HANGER STANDARD BOTTOM GUIDE ASSEMBLY CHAINLINK NOT TO SCALE 9 GATE DETAILS SCALE: NOT TO SCALE A-7.0 WIDE GATE 1 ' WIDE GATE 1 CD w r �� �_j _ J I 1 1 I NOTE: ELEVATION I I I (NOTE: WIRE FABRIC NOT 11 1 ( INSIDE LOOKING OUT I I I (SHOWN FOR CLARITY SEE 1 1 SHT.S A-1, A-2 & A-2.1 11 1 I I I FOR FABRIC TYPE 11 (^l l U l I u I Li CHAINLINK ° EGRESS GATE ELEV. [--� TOP RAIN TOP RAIL _ REFER SPECS REFER SPECS o SCALE: 3!4"=1'-0" A-7.0 5 SCALE: 1/2" = V-0" A-7. FOR SIZE z 0 w4u ROOF POST (TYP.) REFER �LADDER SECTION BRACE OR SPECIFICATIONS FOR DIA. ~ gCHAINLINK HORIZ. RAIL GATE FRAME (BELOW) STANDARD TRACK nI SCALE: 3/8"=V-0" A-1.0, A-2, A-7.0 FABRI o p NOTES: CHAINLINK I z 1. INSTALL BACKER ROD AND REFER RA FABRIC 16'-0" FG. STD. COUNTER BALANC REFER SPECS URETHANE SEALANT AT ALL I �4 F FOR SIZE EXTERIOR WALL/PAVEMENT SEE GATE SCHEDULE -' 4 CORNER/ JOINTS AND AT ALL CUTS PLAN VIEW FENCING ABOVE TERMINAL I -I TERMINAL/ AND HOLES THROUGH CANTILEVER GATES TO BE SEE SPEC'S FOR MAXIMUM OR CORNER Z LINE POSE- GATE POST o o PAVEMENT. DESIGNED BY FENCING FABRIC TIES POST REFER REFER SPECS - REFER SPECS DISTANCE BETWEEN POSTS 0 3/16" X 1 1 /2" I z MFG. @ 24" O.C. TYP. SPECS. FOR SPACE MFG. STD. POST (TYP.) 16 FT. OPENING ALUM STRAP PVC FOR SIZE I o FOR SIZE �r COUNTER BALAN LINE POST REFER DIA. SPECS. FOR DIA. r 1 COATED - EXTEND o TRUSS ROD v -------- FULL HEIGHT OF FABRIC TIE @ STANDARD TRACK -------- FABRIC FABRIC TIE @ MUMF 24" SPACING 24" SPACING STANDARD TRACK TUBE STEEL TOP o • �- 3/8"0 HEX BOLT (TYP.) EACH (TYP.) EACH 06 RAIL (TYP) REFERWAY - REF: SPECS. 24" OC VERT'Y WAY. REF �r "!STD. PRIMARY ME B 4/A-7.0 4 A 7.0 3/8" MESH CHAIN / - PLAN VIEW LINK FABRIC TENSION WIRE TRUCK AND HANGER FG. STD. ASSEMBLY - REF: < TUBE STEEL x BOTTOM RAIL o o EXTRUSION 9/A-7.0 > MID -SPAN RAIL HAINLINK FENCE FABRIC o REFER SPECS. AS LOCATED PER SHT.S Q REFER SPECS j z BUILDING BUILDING VERTICAL PRIMARY FOR DIA. _ 1 I SIDE N SIDE c� o 3/16" X 1 1/2" - - N (BEHIND - TYP.) ATTACH 1 1/2" LINE POST w o w TO CLOSE OFF GAP AT~o ALUM STRAP PVC o U z COATED - EXTEND =� I-� I-� Q I I III -I 11= _� I I-� I -I I �-III=1 1= BOTH POSTS I z - z FULL HEIGHT OF _ _ =1 I I -III =1 I I -I i 1= III -I I- III=1 11=cn -1 I I -I I -III- -III=1 l R. I=1 1= z° GATE FRAME Q Q I_________I FABRIC 1- - - =1 1= . " - - - z - I I I I -III =1 I -I 1- '� 11=1 I I III=11 _ ----- - I I -I - - -- -- O O O FG. STD. -- D v CONCRETE o 0 0 of HORIZONTAL I 1 0 FOUNDATION I m I m f l� t I G. ST 0 Z.. I - N *- ~ EAVY DUTY CHAINLINK 1 I t G 4/A- '. C I y o J I I VERTICAL MEMBER - � = CONCRETE ATE POST f. f` ,, II -1 FENCE FABRIC AS I LOCATED PER SHT.S I I a� FOUNDATION � Q w NOTE: I i -1 .0, A-2,0 & A-2. rr 1 ; q �w �w � CONTRA TOR HA FG. STD. VERTICAL C SHALL TYP. MOUNT BOTTOM GUIDE i jl t II ASSEMBLY AS CLOSE TO I I CONCRETE SEE / O SEE FOUNDATION--,,,,SP C . I OTTOM GUIDE PAVEMENT AS POSSIBLE I ai L .f CONCRETE pASSEMBLY - TO ALLOW PROPER GATE I I S D. ( P.)';....: i r 4 SPECS. FG. STD. ALUM. • FOUNDATION REF: 9 A-7.0 OPERATION AND ENDEAVOR ,- CORNER/ TUBE ,� LINE POST TERMINAL/GATE TO ACHIEVE A MAX. 2 GI DETAIL B - END VIEW POST CLEARANCE. MODIFY ANY MFG. STD. O o TUBE STEEL BOTTOM RAIL TRUSS ROD & L4PAVEMENT IRREGULARITIES VERTICAL (TYP.) (TYP) REFER SPECS. FOR TURNBUCKLE FABRIC ANCHOR DETAIL LINE POST CORNER/GATE/TERMINAL POST As NECESSARY. 26-0"t DIA. CANTILEVER SIDING GATE ELEVATION N I� TYPICAL CHAINLINK FENCE ELEVATION TYP. FENCE CANTILEVER SLIDING CHAINLINK FSEE SHEETS .0,OR CHAINLINK( ABRCOTYPE AT LINE POST POST DETAILS GATE SECTIONS FENCE & GATE CANTILEVER SLIDING GATES. 03/18/02 As1-vz SCALE: 6"=1'-0" A-7.0 3 SCALE 1/4"=1'-0" A-7.0 2SCALE: 1"=V-0" A-7.0 = 119-155-GCL 1 SCALE: 1/4 1 -0 A-1.0 LPCODE5 • O 6/A-7.0 �2" TYP. .....ALL SIDES THIS DRAWING IS THE PROPERTY OF LOWeS 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 04I15IO2 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. C� a °° oa � � � o U v 0 @) 0 xp00 s �•, n P o, W v C 0 s a 1/4" CLEAR ACRYLIC PANEL BETWEEN (2) LAYERS OF FENCE FABRIC ATTACH W/ FENCING CLIPS CHAINLINK EGRESS GATE 6" 6" 2 O.D. GALVANIZED PIPE GATE FRAME 2 1/2"X 2 1/2"X 3/16" STEEL CENTER GATE POST WITH CAPPED TOP LLo LL co ... N Z (N 006 0 4 m� � CD wM z Y U U)> w O I._7 O O w't 00 Lo Lo N r m 0 w Y U w 2 W Q Q 0 m J _ 11. O� Q O 0L LL ILL O 0CD 06 U) f/) w �O v Q W Z LL z Z Q Z U W w O Lu LL J vJ U a • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER • NOTES: g" SEE ARCH 2' 0" 1. GROUT SOLID ALL CELLS WITH REINFORCING. 2• USE BOND BEAM BLOCKS WITH OPEN BOTTOMS ONLY AT BOND BEAM LOCATIONS. 3. ALL MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 4• SEE DETAILS FOR LOCATION OF ADDITIONAL BOND BEAMS WITH 2-#5 CONTINUOUS. GRID 5. SEE CMU WALL REINFORCING DIAGRAM FOR VERTICAL REINFORCING AND DOWELS. RI NTAL JOINT REINFORCING 0 ZOH S ALL BE SPACE „ „ D AT 16 O.C. ABOVE GRADE AND AT 8 BELOW GRADE AND 6. H IN PARAPETS, 2" F INSL T, 0. FTG. ELEV. SEE PLAN LLJ Ld W LJ cn = U (n CMU LAP SCHEDULE BAR SIZE LAP #3 18" #4 24" 5 30" #6 36" #7 42" �T BAR POSITIONER o2'-0" CORNER BARS TO )F WALL IS 16" OR LESS MATCH BOND BM, REINF. N� T BEARING, ADD #3 WITH ACI 80 DEGREE HOOK IN EACH CELL. SEE LAP SCHEDULE. AT OF WALL - a.,.1 .., ;',., t4.•, .,• ..'�' I '':I �. )NT. UNLESS RWISE NOTES: JVALL REINF. SCHED. 1. PROVIDE CORNER BARS TO -T METHOD OF GROUTING MATCH AND LAP WITH BOND T LIFT = 4'-8") _ = BEAM REINF. 2. EXTEND HORIZ, JOINT REINF. TO END OF WALL IN BOTH JNER AT 8" MAXIMUM -- DIRECTIONS SO THAT IT OF GROUT LIFT, TYP. 7 LAPS AT THE CORNER. 3. PROVIDE VERT. WALL REINF. DF EACH GROUT LIFT 1 1 /2" IN THE CORNER CELL. W TOP OF BLOCK TO CORNER DETAIL Y FOR NEXT LIFT, TYP. JT. FILLER 3 ON GRADE WHERE PROVIDE VERT. WALL REINF. :E PLAN IN FIRST CELL EACH SIDE OF FIN. FLR. ELEV. CONTROL JOINT. MATCH SEE PLAN TYP. BAR SIZE & LOCATION J T. TYP, TED CMU BELOW __T COURSE WITH FI NISHED FLOOR M-. VERTICAL CONTROL JOINTS o SHALL TERMINATE AT TOP ° o OF FOOTING ,D • " FULL MORTAR BEDDING ' AT FIRST COURSE v SEE FTG. SCHED. C.L. FTG. = C.L. WALL CONTROL JOINT PER ARCH. -GROUT, REINF. BARS, & JOINT REINF. SHALL BE DISCONTINUOUS AT CONTROL JOINTS, FROM BOND BEAM AT ROOF DOWN TO TOP OF FOOTING. DO NOT LOCATE CONTROL JOINT WITHIN 2'-0" OF OPENINGS, CONTROL JOINT DETAIL CMU WALL REINFORCING DIAGRAM SCALE: 3/4"=V-0" CMU FACE SHELL EQUAL WELDED MASONRY TIES @ 16" O.C. GROUT SMOOTH AND LEVEL AT BEARING PLATE FULLY GROUTED FROM FOUNDATION TO BEARING PLATE VERT, REINF, SECTION AA HEADED STUDS (SEE SECT, 5SO.1) BEARING PLATE: 1 /2"x9"x AS SHOWN A \-LINTEL PLATE 1 /2" CLR. -(2) 3/4"0 x 8" HSA'S (4) AT L7 LINTEL AT MAIN ENTRY FACE OF CMU 16" AT L7 LINTEL AT MAIN ENTRY STEEL LINTEL BEARING DETAIL �i SCALE: 11/2"=1'-O" TOP OF FOOTI1' OR PIER DIAMET HEAVY HEX HEAD OR NUT PROJECTION CMU W WELD DECK 6"O. C. TO C L5"x3"x1 /4" AT SIDEWAL MIN. WIDTH PER 0" AT CMU LINTELS) 6 JAMB SCHEDULE 8" �AT STEEL LINTELS) I x. F ....... NOTES: - 16" (AT L7 LINTEL `� J AT MAIN ENTRY 5 1. SEE CMU WALL REINFORCING DIAGRAM FOR ) SPLICES IN VERTICAL REINFORCING. ,•. 2. BOND BEAM. SEE CMU WALL REINFORCING 3 DIAGRAM. 3. EXTEND GROUTED LINTEL A MINIMUM F '- U ED L EL U 0 2 0 ..:::....:: BEYOND FACE OF OPENING EACH SIDE FOR Io of __ STRAIGHT LINTEL REINFORCEMENT AND 1'-4" T GROU CARES FOR HOOKED LINTEL REINFORCEMENT WITH STANDARD ACI HOOK. 4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS. 5. CONTINUE VERTICAL REINFORCING OVER OPENING. ANCHOR VERTICAL REINFORCING INTO LINTEL BEAM WITH STD ACI HOOK. 6. STEEL LINTEL BEARING PER DETAIL 5SO.1 FLR. ELEV. PLAN FTG. ELEV. PLAN 0TYPICAL MASONRY WALL OPENING L SCALE: N.T.S. GROUT SOLID �- REINF. u t SEE SCHED. CMU LINTEL SCHEDULE OPNG. WIDTH SIZE (t x h) REINFORCEMENT UP TO 3'-4" 12" x V-4" 2 - #5 UP TO 6'-4" 12" x 2'-0" 2 - #5 UP TO 8'-4" 12" x 2'-8" 2 - #5 TYPICA 4 SCALE: 3/4"=V-0" L CMU LINTEL 1h1C1 n flCnl/ AT G'ln n -rn 2"MIN. END LAPS -ROOF DECK SHALL BEv#10 TEKS vv 8 PER JOIST SPACED EVENLY @ OA 5 PER JOIST SPACED EVENLY @ OB 11 PER JOIST SPACED EVENLY @ CC MIN.2-SPAN CONDITION NOTE: WELDS TO BE MADE FOLLOWING AWS D1.3 SPECIFICATIONS BY QUALIFIED WELDING OPERATORS. PUDDLE WELDS SHALL HAVE A FUSION AREA TO SUPPORTING MEMBERS NOT LESS THAN 5/8" DIA. ROOF DIAPHRAGM CONNECTION DIAGRAM 7 SCALE: N.T.S. NOTES: 1-INSTALL JOIST REINFORCING IF LOAD APPLICATION POINT IS GREATER THAN 3" FROM JOIST PANEL POINT, 2-STEEL FABRICATOR TO PROVIDE 10' LENGTH OF L2x2x1 /4 FOR EACH RTU AND SMOKE FAN. TYF LOAD 1/8 STEEL JOIST SECTION "Z" 5/8 N _j SOLID BELOW STL. U LINTEL BEARING GROUT ALL REINFORCED CELLS NUMBER AND SIZE OF BARS SOLID AND CONTINUE REINF. PER CMU JAMB SCHED. TO FULL HEIGHT OF WALL, TYP, CMU JAMB SCHEDULE OPNG, WIDTH JAMB WIDTH REINFORCEMENT UP TO 3'-4" 8" 2 - #7 VERT UP TO 6'-4" 16" 2 - #7 VERT EA CELL UP TO 10'-0" 24" 2 - #7 VERT EA CELL UP TO 16'-0" 32 2 - #7 VERT EA CELL UP TO 20'-0" 40 2 - #7 VERT EA CELL JAMB DETAIL 3 SCALE: 3/4"=V-0" TIE BLOCK TO BEAM - WEB W/ WELDED METAL TIES 1 " E L ES @ 6 O.C. (12" AND DEEPER LINTELS ONLY) BOTH SIDES 3/16 3-12 i. OPNG. ELEV. SEE ARCH DWGS 12" CMU i:.'.... 1 /2110 x 5" HSA AT 32" ' MAX, WELD TO TOP OF STEEL BEAM. FILL CMU CORES SOLID AT STUDS CMU FACE SHELL STL. BM. PER PLAN I PLATE 1 /4" x 11" x CONT. C.L. BM. = Cl, WALL TYPICAL STEEL LINTEL SCALE: 3/4"=V-0" TYPICAL WELD PATTERN @ BOLTING SCHEDULE BEAM SIZE # ROWS OF 3/4"0 A325N W8, W10 2 W12,W14 3 W16 4 W18 5 W21 6 W24 7 & & U (36/7 PATTERN) 1/4" CAP PLATE FLUSH W/TOP OF BEAM 3/16 W-BEAM + TYP. SPACING I+ I I+ I I 3/8" SHEAR TAB W/BOLTING PER SCHEDULE I I COLUMN, SEE PLAN STRUCTURAL 1. GENERAL 1.1 THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS THE PROJECT STRUCTURAL ENGINEER -OF -RECORD (SER) WHO BEARS LEGAL RESPONSIBILITY FOR THE PERFORMANCE OF THE STRUCTURAL FRAMING RELATING TO PUBLIC HEALTH, SAFETY AND WELFARE. NO OTHER PARTY, WHETHER OR NOT A PROFESSIONAL ENGINEER, MAY COMPLETE, CORRECT, REVISE, DELETE OR ADD TO THESE CONSTRUCTION DOCUMENTS. 1STRUCTURALR T ,2 USEDRAWINGS IN CONJUNCTION WITH 0 SPECIFICATIONS J B AND OTHER DRAWINGS. 1,3 SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 1.4 CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND TAKE ALL NECESSARY FIELD MEASUREMENTS. 1.5 THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION. 1.6 THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS TO LOWE'S FOR EACH OF THE STRUCTURAL COMPONENTS, 2. SCOPE OF STRUCTURAL ENGINEERING SERVICES 2.1 THE STRUCTURAL ENGINEER OF RECORD (SER) HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING DRAWINGS FOR THIS PROJECT, "CONSTRUCTION REVIEW" SERVICES (INCLUDING SHOP DRAWING REVIEW) WILL BE PERFORMED BY SER, THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OROMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY, 2.2 PORTIONS OF THE STRUCTURAL DESIGN (AS NOTED ON THE DRAWINGS) ARE THE RESPONSIBILITY OF THE MATERIAL SUPPLIERS. 2.3 THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR THE COMPONENTS NOTED ABOVE, THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PLANS. 2.4 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK; NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3. FOUNDATIONS 3.1 ALL FOOTINGS AND SLABS ON GRADE SHALL REST ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF CONTACT STRUCTURAL ENGINEER IF UNSATISFACTORY SUBSURFACE CONDITIONS ARE ENCOUNTERED. 3.2 FOOTINGS SHALL BE CARRIED TO A LOWER ELEVATION THAN THOSE INDICATED ON THESE DRAWINGS IF NECESSARY TO REACH FIRM UNDISTURBED SOIL. 3.3 THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF V-6" BELOW FINISHED GRADE. 3.4 SLAB ON GRADE SHALL BE FOUNDED ON STABLE NATURAL SOIL OR CONTROLLED COMPACTED FILL. 3.5 ALL FILL SHALL BE PLACED IN 10" TO 12" MAXIMUM LOOSE LIFTS AND SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) (COMPACT UPPER 12" TO 100 PERCENT) 3.6 WALLS ACTING AS RETAINING WALLS SHALL NOT BE BACKFILLED WITHOUT BRACING UNTIL ALL SUPPORTING SOIL AND SLABS ARE IN PLACE. 3.7 REFER TO UNIVERSAL ENGINEERING SCIENCES ENGINEERING REPORT DATED: 11 /07/01 FOR ADDITIONAL SUBSURFACE INFORMATION AND RECOMMENDATIONS. 3.8 THE SURFACE AREA ADJACENT TO THE FOUNDATION WALL SHALL BE PROVIDED WITH ADEQUATE DRAINAGE AND SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS, 3.9 WHEN TOP OR SUBSOILS ARE EXPANSIVE, COMPRESSIBLE OR SHIFTING, SUCH SOILS SHALL BE REMOVED TO A DEPTH AND WIDTH SUFFICIENT TO ASSURE STABLE MOISTURE CONTENT IN EACH ACTIVE ZONE AND SHALL NOT BE USED AS FILL. 4. CONCRETE 4.1 CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," AND ACI 301, " SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." ANY ADMIXTURES MUST BE APPROVED BY THE STRUCTURAL ENGINEER. 4.2 MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000 PSI FOR SLABS AND WALLS AND 3000 PSI FOR ALL OTHER CONCRETE WORK. NOMINAL SLUMP SHALL BE 4". 4.3 PROVIDE ISOLATION JOINTS IN SLABS AS FOLLOWS: D. BETWEEN SLABS ON GRADE AND FOUNDATION WALLS, b. BETWEEN SLABS AND INSERTS SUCH AS PIPES, C. AROUND STEEL COLUMNS AT SPREAD FOOTINGS, 4.4 PROVIDE CONTRACTION JOINTS IN CONTINUOUS FLOOR SLABS ON GROUND IN A SQUARE PATTERN LOCATED AT NOT MORE THAN 12' O.C. IN BOTH DIRECTIONS. 4.5 HORIZONTAL CONCRETE FLATWORK EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUMN OF CONCRETE) SHALL BE NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, 4.6 DO NOT CAST CONCRETE IN WATER OR ON FROZEN GROUND. 5. ROOF DRAINAGE 5.1 FLAT ROOFS MUST HAVE CONTROLLED DRAINAGE PROVISIONS AND SHALL BE EQUIPPED WITH A SECONDARY DRAINAGE SYSTEM AT A HIGHER ELEVATION WHICH PREVENTS PONDING ON THE ROOF ABOVE THAT ELEVATION, THE SECONDARY DRAINAGE MUST BE SET SO THAT A 2" MAXIMUM DEPTH OF WATER WILL POND ON THE ROOF DURING THE DESIGN RAINSTORM. THE DESIGN OF THE ROOF DRAINAGE, SECONDARY DRAINAGE AND/OR OVERFLOW SCUPPERS IS BEYOND THE SCOPE OF THE STRUCTURAL ENGINEER'S SERVICES. 6. REINFORCING STEEL 6.1 ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. 6.2 REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. CLEAR CONCRETE COVER OVER BARS SHALL BE 3" FOR FOOTINGS. 6.3 PROVIDE CORNER BARS AT ALL FOOTING STEPS AND CORNERS. BARS SHALL BE A MINIMUM OF 2'-6" LONG AND SHALL HAVE THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. SEE DETAILS 5S3.1 AND 6S3.1. 6.4 LAP ALL SPLICES AS SPECIFICALLY CALLED FOR, BUT AT LEAST 36 BAR DIAMETERS (12" MINIMUM) FOR TENSION OR 24 BAR DIAMETERS FOR COMPRESSION, UNLESS NOTED OTHERWISE. 6.5 PROVIDE DOWELS IN WALL FOOTINGS EQUIVALENT IN SIZE AND NUMBER TO VERTICAL STEEL EXTENDING 24 BAR DIAMETERS INTO FOOTING AND 24 BAR DIAMETERS INTO WALL, UNLESS NOTED OTHERWISE. 7. CONCRETE MASONRY 7.1 CONCRETE MASONRY UNITS SHALL BE ERECTED AS LOAD BEARING CONCRETE MASONRY. COMPLY WITH BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530/ASCE 5/TMS 402). DESIGN LOADS BUILDING CODE - 2001 FLORIDA BUILDING CODE ROOF DEAD LOAD MEMBRANE & INSULATION 1 PSF METAL DECK 2 PSF JOISTS & BRIDGING 3 PSF JOIST GIRDERS 1 PSF MISC 2 PSF TOTAL ROOF DEAD LOAD 9 PSF** ROOF COLLATERAL LOAD 5 PSF ROOF LIVE LOAD 20 PSF TOTAL GRAVITY LOAD 34 PSF **ROOF DEAD LOAD @ SHADE STRUCTURE 5 PSF GROUND SNOW LOAD 0 PSF WIND LOAD BASIC WIND SPEED (3-SECOND GUST) 110 MPH WIND IMPORTANCE FACTOR 1 1,15 WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT t0.18 COMPONENTS AND CLADDING 39.2 PSF* GROSS WIND UPLIFT (MWFRS) 28.9 PSF* NET WIND UPLIFT (MWFRS) 19.9 PSF* *ADD 5 PSF 0 GARDEN CENTER & DRIVE-THRU ROOF NOTE: SEE STRUCTURAL NOTES, OPEN WEB JOISTS & JOIST GIRDERS, FOR WIND LOAD UPLIFT ON JOISTS & JOIST GIRDERS SEISMIC NOT APPLICABLE DEFLECTION LIMITS: ROOF L/240 LIVE LOAD ONLY L/180 DEAD LOAD + LIVE LOAD LINTELS L/600 DEAD LOAD + LIVE LOAD $TF-Ub"1 e-'al i`3TL�L r1 itQic'; l�s.S WILL f?CQL' E 1,fa F1S 2CiaLT r Q:il.: �ti f,R AN tNG_:?c.r:uc?YT afi UCTU iL ENG. ON THE KACEMCNT OF THE NOTES 7.2 CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS (ASTM C90, ASA A79,1). MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD SPECIFICATIONS FOR MORTAR FOR UNIT MASONRY (ASTM C270), TYPE "S." THE MINIMUM COMPRESSIVE STRENGTH, f'm = 1900 PSI. MASONRY CEMENT AND TYPE "N" MORTAR ARE NOT PERMITTED, 7.3 PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. IN ALL CMU WALLS. USE TRUSS TYPE DUR-O-WALL REINFORCEMENT, HOT DIP GALVANIZED AFTER N ITUDINAL WIRE LO G S SHALL M LL BE A MINIMUM MUM OF 2 N0. 9 CAG E. LOCATE JOINT REINFORCEMENT IN FIRST AND SECOND BED JOINTS, 8 FABRICATION." APART IMMEDIATELY ABOVE LINTELS AND BELOW SILLS AT OPENINGS. REINFORCEMENT SHALL NOT EXTEND THROUGH VERTICAL MASONRY CONTROL JOINTS. 7.4 ALL STEEL BEARING SHALL BE ON A BOND BEAM OR SOLID BLOCK. 7.5 WHERE INTERIOR CONCRETE MASONRY PARTITIONS MEET OTHER INTERIOR PARTITIONS OR EXTERIOR WALLS, PROVIDE A CONTROL JOINT WITH METAL STRAP ANCHORS BETWEEN WALLS. 7.6 PROVIDE BOND BEAMS AT THE TOP OF MASONRY ELEVATIONS AS SHOWN ON THE DRAWINGS. BOND BEAMS TO HAVE (2) #5 BARS CONTINUOUS UNLESS OTHERWISE NOTED. 7.7 BACKFILLING AGAINST MASONRY WALLS SHALL NOT BE PERMITTED UNTIL SUFFICIENT LATERAL SUPPORT IS PROVIDED. 7.8 PROVIDE VERTICAL MASONRY CONTROL JOINTS AT APPROXIMATELY 20'-0" O.C. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS, OR IF NOT SHOWN, COORDINATE LOCATIONS WITH THE ARCHITECT, 8. STRUCTURAL STEEL 8.1 FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL OF BUILDINGS," WHERE THE MATERIAL USED CONSISTS OF PLATES, SHAPES OR BARS. 8.2 STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST -INHIBITIVE PAINT. 8.3 THE STEEL USED SHALL HAVE THE FOLLOWING MINIMUM YIELD STRESS: STRUCTURAL STEEL SHAPES, BARS & PLATES (ASTM A36) 36 KSI STRUCTURAL W SHAPES (ASTM A992, GRADE 50) 50 KSI STRUCTURAL PIPE COLUMNS (ASTM A538) 35 KSI STRUCTURAL TUBE COLUMNS (ASTM A5008) 46 KSI 8.4 BEAMS AND LINTELS SHALL BEAR ON 8" MINIMUM OF MASONRY UNLESS OTHERWISE NOTED. 8.5 USE 3/4" DIAM, A-325 BOLTS FOR ALL STEEL TO STEEL CONNECTIONS U.N.O. USE 3/4" DIAMETER A36 FOR ALL ANCHOR BOLTS U.N.O. USE E-70 ELECTRODES FOR ALL SHOP AND FIELD WELDING. 8.6 EXPANSION ANCHOR BOLTS SHALL BE INSTALLED IN GROUT FILLED MASONRY CORES OR SOLID CONCRETE. 8.7 THE STEEL FABRICATOR SHALL DESIGN ALL STEEL TO STEEL CONNECTIONS NOT SHOWN ON THE DRAWINGS. DESIGN SHALL BE REVIEWED BY STRUCTURAL ENGINEER OF RECORD. 8.8 FOR MISCELLANEOUS STEEL NOT SHOWN ON THESE DRAWINGS, SEE ARCHITECTURAL AND OTHER ENGINEERING DRAWINGS, 9. OPEN WEB JOISTS & JOIST GIRDERS 9.1 DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS SHALL CONFORM WITH THE LATEST EDITION OF THE STEEL JOIST INSTITUTE SPECIFICATION. 9.2 USE "SPECIAL" JOISTS AT ROOF TOP UNITS. REFER TO FRAMING PLAN FOR WEIGHTS AND LOCATIONS. ROOF TOP UNIT WEIGHTS MUST BE ADDED TO THE TOTAL LOAD ON THE JOISTS. COORDINATE WITH MECHANICAL DRAWINGS. 9.3 ADD ROOF TOP UNIT WEIGHTS TO THE "K" VALUES SHOWN FOR THE JOIST GIRDERS. 9.4 JOISTS AND JOISTS GIRDERS HAVE BEEN SIZED TO ACCOUNT FOR POTENTIAL WATER PONDING. 9.5 WELD EACH JOIST TO BEAM, JOIST GIRDER OR WELD PLATE WITH A 3/16" FILLET WELD EACH SIDE OF JOIST. WELD LENGTH SHALL BE A MINIMUM OF 2" UNLESS NOTED OTHERWISE. 9.6 USE BRIDGING AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE STEEL JOIST INSTITUTE. CONTINUE ALL BRIDGING TO ROLLED STEEL SHAPES AND/OR WALLS WHICH ARE PARALLEL TO THE JOISTS AND ANCHOR IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS. 9.7 ALL BRIDGING SHALL BE SECURED TO TOP AND BOTTOM OF ALL JOISTS AND BEAMS AND SHALL BE IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS. 9.8 JOISTS SHALL BEAR 4" MINIMUM ON MASONRY AND 2-1/2" MINIMUM ON STEEL. PROVIDE ANCHORAGE AT MASONRY BEARING IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS. 9.9 JOIST MANUFACTURER MUST CHECK JOISTS AND JOIST GIRDERS FOR A NET UPLIFT PRESSURE OF 30 PSF AT PERIMETER EDGES OF BUILDING (14'-4" WIDE STRIP) AND 24 PSF AT ALL OTHER AREAS, AND PROVIDE BRIDGING AND BOTTOM CHORD EXTENSIONS AS REQUIRED TO ADEQUATELY BRACE THE BOTTOM CHORDS AGAINST LATERAL MOVEMENT. 9.10 DO NOT WELD BOTTOM CHORD STRUTS OF JOIST GIRDERS OR BOTTOM CHORD EXTENSIONS OF BAR JOISTS TO COLUMN STABILIZER PLATES. 9.11 ALL JOISTS SHALL RECEIVE A SHOP -COAT OF HIGH QUALITY RUST INHIBITIVE PRIMER. 9.12 UNDER NO CIRCUMSTANCES SHALL ANY PERSONNEL ATTEMPT TO WALK ON UNBRIDGED JOISTS. AS SOON AS THE JOISTS ARE ERECTED, ALL BRIDGING SHALL BE COMPLETELY INSTALLED AND ANCHORED, THEN THE JOISTS PERMANENTLY FASTENED INTO PLACE. UNTIL THIS IS DONE, NO CONSTRUCTION LOADS SHALL BE APPLIED TO THE JOISTS. 10, METAL DECK 10.1 DESIGN , FABRICATION AND ERECTION OF METAL DECK SHALL CONFORM TO THE STEEL DECK INSTITUTE "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS." 10.2 METAL ROOF DECK SHALL BE 22 GAGE (AS SHOWN AT DETAIL 7S0.1) WIDE RIB, WITH 1 1/2" NOMINAL CORRUGATION DEPTH. THE MINIMUM YIELD STRESS SHALL BE 33 KSI. 10.3 ALL DECK SHALL RECEIVE A SHOP -COAT OF HIGH QUALITY RUST INHIBITIVE PRIMER, OR GALVANIZED, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 11. LIGHT GAGE STRUCTURAL STEEL FRAMING 11.1 LIGHT GAGE STRUCTURAL STEEL INCLUDES ALL AXIALLY OR WIND LOADED LIGHT GAGE STEEL STUDS, TRACK, JOISTS, TRUSSES, BRIDGING AND RELATED ACCESSORIES AS INDICATED ON THE DRAWINGS, 11.2 DESIGN, FABRICATION AND ERECTION OF LIGHT GAGE STRUCTURAL STEEL FRAMING SHALL BE IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 11.3 THE STEEL USED SHALL HAVE THE FOLLOWING MINIMUM YIELD STRESS: STRUCTURAL STEEL STUDS AND HEADERS - 18 OR 20 GAGE 33 KSI STRUCTURAL STEEL STUDS AND HEADERS - 12, 14 OR 16 GAGE 50 KSI TRACKS FOR STEEL STUDS 33 KSI 11.4 ALL LIGHT GAGE STRUCTURAL STEEL FRAMING SHALL BE PAINTED, OR GALVANIZED, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. LEGEND AS ANCHOR BOLT AFF ABOVE FINISH FLOOR BCX BOTTOM CHORD EXTENSION C/C CENTER TO CENTER CJ CONTROL OR CONSTRUCTION JOINT IN SLAB EJ EXPANSION JOINT EW EACH WAY MCJ MASONRY CONTROL JOINT NTS NOT TO SCALE OC ON CENTER TOF TOP OF FOOTING TOS TOP OF STEEL TOJ TOP OF JOIST UNO UNLESS NOTED OTHERWISE WWF WELDED WIRE FABRIC HSA HEADED STUD ANCHOR CMU WALL VERTICAL REINFORCING SCHEDULE WALL A 1-#7 DOWEL AT 32" O.C. AND 1-#7 VERT, AT 32" O.C. WALL B 1-#6 DOWEL AT 32" O.C. AND 1-#6 VERT. AT 32" O.C. 1 /8 TACK WELD 1/0 v ANCHOR BOLT DETAIL JOINT REINFORCING AT ROOF OPENING TYPICAL W-BEAM TO COLUMN WALL REINFORCING SCHEDULE 8SCALE: N.T.S. 9 SCALE: N.T.S. 1 OSCALE: N.T.S. SCALE: N.T.S. • L0WE'V HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS OPRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XX/XXt02 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. :a1 y cn Lo o cc Z ow � rLo - O J =� cr,� N V) O U) ^ .0 co TN -I ¢ ¢ Ala C)Zr- OQ C) of O MID rY �¢Z LL J � Q LLJ 3wa rry J IS (n CV �U-j 0 0 o`Oo o 00 00 �00 o o Q co ' oo� 4S°° 3 • O 0000 ' ° �_�' M c a uj O z U p ry C)O c LL LL � J O 0 O LL O w W LL zZ z � W O Q 0 J �� v) U) mm • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: �-Q.1 - - -- - -- --- - • - COLUMN SCHEDULE I MARK SIZE BASE PLATE ANCHOR BOLTS I C1 -HSS 8x8x1/4 14"x14"x1" (4) 3/4"Ox(4" PROJ., 12" EMBED.) C3 W8x31 10"x10"0/4" 4) 3/4" Ox(4" PROJ., 12" EMBED.) C4 W8x35 10%10"x3/4" (4) 3/4"Ox(4" PROJ., 12" EMBED.) C5 HSS 8x8x1 4 / 12"x2O"x1" " (6 1 Ox(5 PROJ., 15 EMBED. C6 HSS 8x8x1/4 14"x14"x1" (4) 1"Ox(5" PROJ., 15" EMBED.) C77 HSS 12x8x1 Z4 14��x18 (4 3/4 Ox(5 15 EMBED,) 8x86 "x1 �� 24 x34 x2 1 /4 ,PROJ., 8 1 1 2 Ox 8 PROJ., 24 EMBED.. SPREAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT F3.5 3'-6" x 3'-6" x 1'-4" 3-#5 EACH WAY BOTTOM F4 4'-0" x 4'-0" x 1'-4" 4-##5 EACH WAY BOTTOM F4.5 4'-6" x 4'-6" x 1'-4" 5-#5 EACH WAY BOTTOM F5 5-0" x 5'-0" x 1'-4" 6-#5 EACH WAY BOTTOM F6 6'-O" x 6'-0" x 2'-O" 9-#5 EACH WAY TOP AND BOTTOM F6.5 6'-6" x 6'-6" x 2'-O" 9-#5 EACH WAY TOP AND BOTTOM F7 7-0" x 7'-O" 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'-O" x 6'-O" x 2'-4" #5'S @ 10" O.C. EACH WAY TOP AND BOTTOM F9.5 14'-O" x 9'-6" x 2'-4" 5'S @ 10" O.C. EACH WAY TOP AND BOTTOM 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'-0" 3-#5 BOTTOM #3 AT 24" O.C. BOTTOM W3 3'-6" I 1'-0" 1 4- 5 BOTTOM, 2-#5 TOP 1 #4 AT 16" O.C. T&B 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 AND (2) PIPE GUARD POSTS AT PENETRATIONS. (PIPE BOLLARDS, PLUMBING PIPES, ELECTRICAL, STUB -INS, ETC.) ELECTRICAL TRANFORMER. SEE SITE PLAN FOR LOCATION OF EACH FOR ADDITIONAL GUARD 3. SEE SITE GRADING PLAN FOR SLOPE OF ALL EXTERIOR SLABS. POST LOCATIONS IN BUILDING. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. 9. GROUT UNDER BASE PLATES SHALL BE "EUCO NC" BY EUCLID CHEMICAL, "FIVE STAR" BY 4. CONSTRUCTION JOINTS SHALL OCCUR AT BUILDING GRID LINES ONLY. MAXIMUM LENGTH OF U.S. GROUT, "SONOGROUT G.P," BY SONNEBORNE, OR "MASTERFLOW 713" BY MASTER POUR SHALL BE BASED ON WEATHER CONDITIONS, CONTRACTOR'S CAPABILITES, AND GOOD BUILDERS, GROUT SHALL BE PLACED AT FLUID CONSISTENCY AND EXHIBIT NO VISIBLE CONSTRUCTION PRACTICE. BLEEDING TWO HOURS AFTER PLACEMENT. DO NOT VIBRATE GROUT. 5. THERE SHALL BE NO VEHICULAR TRAFFIC PERMITTED ON SLAB OR APRONS. 10, M.O. = MASONRY OPENING -S- = STEP IN WALL FOOTING 6. ALL MASONRY WALLS ARE REINFORCED FULL HEIGHT AND SHALL BE LAYED FROM THE F.O.M. = FACE OF MASONRY INSIDE OF THE BUILDING. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF MASONRY ELEV. DIFFERENCE FROM -(-2-0") CONTROL JOINTS IN ALL WALLS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND F. TO TOP OF FTG.,,.,,(-8") INSTALL TEMPORARY BRACING OF WALL UNTIL ALL STRUCTURAL STEEL IS IN PLACE AND .� - � - ` ALL WALL -TO -ROOF CONNECTIONS HAVE BEEN COMPLETED, ELEV. DIFFERENCE FROM F.F. TO TOP - - OF PIER (NO PIER IF DIM. IS OMITTED) - - - - - - � - - R Q N.03 N K G F E D F TT yy C B A 110 -2" x 516'-8" 3'-10" I i 22'-2" 43'-9" I t I 43'-9" I 44'-O" I 32'-4" 42'-0" I I 48'-0" 36'-O" I 48'-0" I 42'-0" I I I i 1 48'-0" 36'-O" 48'-0" 44'-0" 45'-O" 0 UL 94'-0" / 11'-4" '-O" '-4" M.O. 221'-O" 3'-4" M.O. 18'-0" i 170'-4" 3'-4" M.O. '-8" 18'-0" 51'-4" M.O. 4 0"/ . / I I43'-4- M.O. i I M.o1 q 0 I I I I I I I I I � I , I I I I O 1 1 I I 1 I i I I d I 1" I I I i I I i I C.L. COLUMN I I AT GRID M.01 I I I I I I I I I AND GRID 8 1 I I I I 1 f I 1 1 I I I I I I I I I I I SEE DETAIL 2 jS-0.1 FOR I TRANSFORMER PAD I I I I I I I 1 I I I I REINFORCING REQUIRED AT i I VERIFY SIZEAND I I I CMU WALL OPENINGS,COORDINATE i I I I I I I (TYPICAL ALL OPENINGS) I I TO POURING I I I I FOOTING 1 I (STEP WITH CIVIL DRAWINGS AND 7 I P P I I ' 4" CONC. //// 5" CONC.' PAD 14" CONC. I I I I P LOCATION I I 1n ( 0 ( ( n I ( SIDEWALK I SIDEWALK OF ROOF DRAIN PIPE CONTROL JOINTS IN �~ P (-1'-4"} I I I I 7 (III WALL AT 23 -6 O.C. 1 W1 I i I I I " 1 (-1 -4 ) f ' I 1 SEE DET• 4/S-3.1 il --I. _ - __ O 1 1 ..M. D-f - - - - - ®- - - - - - - - ___ - - - - _ __ - - - - ___ �' - - - - - __ ___ - - - - - - - _ _ _ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - --� 00 II ; ; ; (®4'-8") - - --: --- ..-® _----- - ---- -_ --• 1\1 F.O.M. , -------------- ,-------- -- ----- ------- -,-- I I '-3x) ; (-6'-3") I : p I SLOPE 1% iI I S(T _ ( 4'-8") - - - S(-�1'-4-)� I ®- - _ o --(s4,_8x� I : 1 I I ' : : I ; I ; i ; o ; I 1 X \� ; 9'Wx17'Lx12"T ISOLATED CONC f lfl-- o '- I I - -• - -- : --- : :,,,.. I ............: o.:�....., k11111111$ 4I ...... ...., :...... ......,: ....., I s .•..,.. ,,,,,,. :,.,,..,. I .,..,., ; I' ;.o� ,,,,' ,.,.,.. I I I �o I, I I PAD Wj #. AT 16"O.C.E.W, I I I r -.- - - -! ------ SLOPE(1 7 5 2.1 2 I ' K. I W3 14S3.1 1,� W2 d O :� : i : I : I I I : :> : I I POUR LEVEL I 1 I I I I co I.•,,,. I ,,,,,, : : I :M ..,,. : I Wl Lf-6 - I : i ifl GRADE :+ ; .,,• I.......I,I,I ,.,,, .,.� I I.''..-.".,...• ..,.,.,,I .•......:......„ ,,,..,,.I . ........ ....... I I i� , ..•. V I I Q I SEE DET, 3/S 3.1 I "� ' : I I • 1 S 1 : : I i \' ur I (TYP.) I' 1 x o � GRADING SEE SITE 6" :GONG. SLABS OVER ;4" 2 3. I I F I I : : I I f 1$S3:1 I I L- - - - 00� - 1 - - 1 W1 i I : I i (-1 -4 ) 0 1 I COMPACTED STONE BASE d •o cfl 1 PLAN I ,I, 1S3,1: PER GEOTECH REPORT, : 13S3.1 M - s� M 1 _ • C1 r- - _ c1 ��-I _ ' _ C1 �� C1 I- -I _ • C1 -I _ ' C7 TYPr : - - - - - - - - - - - - - - _ -- - : !- - - - - - - - :I. •.. ....... ......1.,, .,•., GFdADE I� F6,5 ' jF6.5 i F6.5 1 - - - ;-F6.5 1 - - i - : : - _� _ _ --_--- - -_ -_� _, _- - --- _ _ --- ------ - ---- _--- - - - ., M �� �� �� I-� F6,5� J F4.5L_Ir -® _I_ -- -1 r- - -----,---I - - -- - - - I (-3'-$) W� I SEE D1=T. : : : : -0-8") : : : : : : -I : - - - - - , 1 RAMP DOWN _ I s. 2jS-3.1. (TJP„), , k. ..... • ( .... ....... .... .... , .. S x W1 - { - - I. , 1..4, , I I 3 -4 . 2S3 2 I i , • FUTURE I I • o ,, ., I I I 1 1 M.O. • I I P •• 8TQ •V , • •MASONRY' , • : 5L'OPEI : ; I in I ;I I W1 1„ I, - ;OPENING;,,,..• .,,,,,,k,,,.,,, ., ...... : ......�,.....,, : ,...,.. •..,.., ,,.,.., „•..,, ,TYPICAL F,OOT(NG,. ,..,,,,, : : : : : I o0 -- -- _� - -- _ - I I _ „ 1S'-Ox 12._4.,' k' ST2P'PER'DfrT: I, .. I, .,,,.,• ,.,,..•.I.,.,,..• ., ......, I .,.,,, I,...... I I N I-- - - - - - - - --11S3:2 - 1 (-1' 4 } I : I i : I : 6/S-3.1 I : : I : I : I i 1. 1S0.1 �� - -- _- - --,- ---- - -- ---- ---�, F4 _' _, F7 �I 0-_ _T-_ - _--_-- _ :ci17 C1 � - - C1 F� - - - : C1 4r-- - ;- - --;- - C1 F _ C1 �� T C1�� _ _ _ _ C1F� _�C1�� _ _ _ Car' - - I M 1 , `I� L_I� . F7 LI-I ; F7 L F7 F7 I F7 -I F7 - I F7 - II - - - - 11 ;_ (-4'-8") W (-4'-8") �' _ Wi : -I (-1 -4) : 1 I L-1� �IJ �IJ : �1� : : F7 �I-� : : F4 �1 I 4x V� � (-3'-4") S I,: : 3T-1"• I °° o I I : : : : (-1' -4") I 1 �� : ; •.., ..I :.• � + . ,,....,.....,.••..,..•,....I..,,........,.........,,,•......1.•.....,,.•.•.........:........ •....,.„JI.,,., I. : : I. : ( : : : , . I MHO. : m I I I I I I 1 I I I 11 .......•... .„ I I I I,,,,,,•. ..,. I.,,,.. . •,,n., .•.,....•I I.,•.,••., ...... ' 1. 1. ••.., ..,•,.. : : : : _ SLOPE 1 1 SO.1 I 1 9 I : i' ;,,,.,,,..p,,,,,, „ ....,,,,,I.. .......,,.. •.,•..f.•,,,,,, ,,,,,,,,,,,•,.,,,.I,.•...,.• .,•..*..,,..... •. I,,.,.••,,..,,•., 1,.,,,... ,.,•,,,,t,,.,,,, I I of I I I I I : II : : : I : : : : ; . : II I I I I I1 . I.' ..., ..• ' :''.....•„•„.... ! •...•. ...... ! .....,'.,•,.,•.•: •. „„:..,....I I....,, ' ...... : : : : I : : : : ' I ,,.,,., I.,.,... „ •,,..I ...,,•. ,., •, .,•,,,, G. ...... ...... .•„ .. ...•„ •....•, ...... ,,,,,.. ••.'•., .,.... ...•... •....- ..,..,,• •...... t . (-z s) 1 ( ) I (=1'-sue} : I-1 : r ,- .1 : r - , : r -I : : : : I : ; : I : - I !���C5 C6 I- _ C6 f- -1'-` _ _ C6 I- - co , C4 C1 I : I I r I r I "I : r I I r : _ _ IL I 8 F6_j : F6 L : : F6.5 L -I - - - F8 -: - ; F8 - - ; - F8; - - - - F$ - - - F8 - i- - - • - F8T + - - C1 - }- - - C_1 + ; - - C1-I - I - ; - - ; - C� i- �- -; - ; - C1 r I - : - - _ C31� �- - - - - -:2 -_ : : : I 1 ; L -t' ; L �' - L -t' - ; -� ; F8 L F8 L F8 F8 L J F8 L J F4 11 •1. I I : : i ; ' I I : ; I : : I : : I : : I : . I . : : I : : (-1 . I I CONTROL/CONSTRUCTION: JOINT : : I I I : : I I ; ; I 5": INTERIOR :CONC. SLABS k : ; : I : : : ; ' 1 I LOCATIONS, SEE DET. 1/S-�3.1 AND I I : I : ;II : I I ; OVER 4" COMPACTED I I ; I I I I I � : ' STONE BASE :PER GEOTI=CH i I I I it FDl�F. PLAN NOTE 4 (TIP,) :, I I 9 0 .,. .•,,.,,,.....•,...,,„ ,•,.•. „••.,,, ,,,..•...I I ..... ..,,.,,•I„.„• .,....... ....... ..... ; ,,..... ..,.,•••„z ....... REPORT. -., -. ; : I I I : i ; a : I I k ; I ........ : ....... •.,,...:...•..,,k ...,,,, ; ,.,,,•, I ••...•, ..., .••.... „.„•.. ,,.•,....•......... ,...,• ; ..•..• ...•.• ,....• kI ,.,,.,, �•.,.,,, I 1.„�,..,,. II.,.•„ . , . • . . . . I : 1 1 I:: : :� I k I I-- : : : :•,7 I { !....,,, ,,,. ......, ....•.. ...•..•.•.. I•.,,,.. ,.... ...... .......I••.,•,.. .•,..,, I Io• •I. ;. .,,,,,.I. II (-2-6") : (-�,-o") C6 (,1._6"} P r -I : I r r -� : : : I : : I I : I : II N - - _ IF -IC5 : C6 f -f.'_ C6 I- F6.5(-- �---- . C4 _• _ ' C1 _+ _ _ _ ; C1 - - C1 _ _ C1 r , C1 r `► : r : r , : : r + r -I : r 19S3.1 IL �,Fr6 L_ J : F6 L J ss3.t : ' F8 : F �- Fg + - " -i - �i- -i--4 - i- - - : - - {- - } - - -C� i - - - : - C1 i - C1 - - - - - C1 _ ' _ ' C1 _ _ _ � _ C3 r% _TYP. - ,�I 1Oct1I I : ` SIM.I : : 1953.1 (-1'-4") L I J : :I : L J F8 L F8 L J : F8 L J Tom' 13 , �L - : F8 -� ; - F �� F8{ - �' -: F8�- I ; F4 t - - 5 I T 1. .•,,,,,,,•, ,•... •„••. ,,.... ,•... ,•.,,.. I : ; , : • : 5" CONC. SLABS OVER: 4" I I I I : I I FINISH FLOOR ELEVATION : CONTROL CONSTRUCTION JOINT : I I COMPACTED STONE BASE i l ; : 48.20 I LOCATIONS, SEE DET.:1/S-3.1 AND '�.. ; ; „•, ,.,.,,,,,I,,,,,,,,;,,,,,•. '.•.... ,,.•,..I.,, .PER. GEOTECH, REPORT... ..,.I.,,.,, - ,,., ',.,,,, i :! I � I I : : I DATUM 0'-0" (...•.,,;,.,,,.. ,•..... .,,,.•, .,,,,,. '.. I. , ,,,,,,, , ,,,,,•,' •..,•,. •,•..•. .•,..•I ••„ •.. 1 ,,,,. FDN. PLAN NOTE 4 (TYP;) :,,.,,., ,,,,,,, i ,,,,,., ' ...,.., I.,,,,, I I : I I 11 • • . .....1..,..,„ ...,,., ............. .............. ................„ I I : : : I : I II : I : I I : I : : : : : : : : : : : : : : qt `t• I : II I •� ; I ; : I : I I : I I : : ; 11 I, ..•., n „,,,,,,,,,,,,,,,,,,,,,, .n...,.,,,,.. n..,•..,,,,..,.,,,,.,...,.,,,.,.., ...•. ; .•...• .....• ;.,,,....� ..,.......... ' .•.. '.,.,,,, ' ..,,•,. ' : 1 I : I : : I : : : 1 I I�I I�I I I' : ,•..•.. .•..... .., ....... ....... I i I I , III : : -7 : I : k ; ( : f.... I : : 1 : I i "'I' ;- _�• i 953.1` C1� , - ; - - C1 + -r�_ , _ ,- _r� _ . - C1rT , C1 r-r� , _ : • C1r r� C1r-r� : C1r-r� - : C1r�r� C1r-r� : : C3 -- - t _ (f 1 III ,_ . I i (• �, __-__, _, - _. _ F4 F8 L : F8 J : F8 F8 F8 :8 f , - F8 : - - -i- -i - - - - - - - - F4 r - - - -1'-4" : : t- �-- I L J : fL J F J F8 , F8 -�--I : 953.1 III I I I III ( ) 1 I -I : : : -1 -F- I , • TYP. I .... .„ ...,,III : ,,,,,, ;,,,,,, ; ,•..„ I•I�,,, ' „• II,I,,,, : ,,,.,,, : ,•.,.,• : ,,.••, I I : : : : ' : : i : : ' : . : I . : (-1-4") I 1 I : 1'. I I ift; ; ; , ; TOP 'OF INTERIOR FOOTING ; , : 1 I ; 1 III I I 1.111.1.11%.1111 I I ; I ELEVATION = -O'-8A I ( 1 1 I 12S3.2 II I,,,,,, I,,,,,,,,;,,,,,•,•.......N........ .•.,•,;,.TYP:•U:,N.O.•• „ .....•..t........ ...••„ •r.,,..„ • I, .,..,,.,I,••,,,,• I..,,,., ' ' ,,.,,,, ,•..,,,,1,•, ( ) ;,i12S3.2 12s3.2 1SO.i _ II i' i i I' 1' I ,,.,.I...,,,, ....•., „•,.. ) I 1 TYP. I .,.I11 ,,,,,, ...... I+14'.7'(1�.,•,,, . ...,,, IIlI•... I : : ; c"I753.1 ; : : I I I : I I : o I ; I II : I (I : II ; : : : I I : : I : : : II N : I( II : I , : I : I I : i : I ; : I : I : IIIt „•.. .., ,.. ,.III .. ....... .............. III ., .......,...,.,. III ... , ,• •.•�........ ........:.......•., •..•.... ....., , ....••, ..... ...... .,„•.• ....... ' ,.,•.,, ' .,,,... ' .,,.•.•.f..,,,,,, I I : 41-6" I 41'-6 42i_Ox I I 'I' i' I' • .•,,,. ,,..•„ • •,,.,., ,•.,,. •..... I I I , I, k ; , , I' : k I, I I' ; II '1 I I 1 1 I . _• . � _ I I -, _' , I I : I (1 ( ; : : _ LI C3 _' _ ' C1 r_ _ ' _ : C1 r : - C1 1- I _ _ C1 r _ C1 r : C1 r : r - : : r -► : r : r f . : : o (� I HOLD TOP QF SLAB I I HOL TOP OF SLAB I I' i - HOLD TOP OF SLAB F4 8 - . F8 + j� - - I- - - - - - - I - _ _ C1 C1 _ _ C1 C1 C3 I -I -0 -I F8 F8 F8 F8 - T - - FSi- -{- - F8+ -�- F4 -1---{ 3 1 15" B F F PILONG 10" F F AI NG x : L J L J 8 L J F8 L J ; : , - - : - - - - - - ' I d : o : I I ... TH S LINE I I ; . , . 0 : I I 5 B.F,F. ALONQ (-1 -4) . : : : J , L J : : L J : : L J : : L ; L T J r T T �- J ! I THIS: LINE THIS LINE W1 I I : : : : : : : : , , (-1'�4") I 1 I 1�, �, ;�N, , •,,,, •,•,.,, ......• ,.•,,,. ....•.. ......, ...••„ •..•,•. •,,,. •..,,, ...••, •.. .... ....... ,... I III . ' I I I : : :1( i a o. I TYP; ; : : : : : : : : : : : : : : . : : 1 : I!I : w Ill „ • ,,.,,,, . ,.•,,.,i,l,,..,. • J.05 FI21 F;10 E47 : : : f• I =o ...,.. ; .,,.•,. ; ,,, a 11. ,I'I' ,„ ,.•, •.,•,,,, .•,,,,.. .,•,•. •..,. .,,,,.,., .„..,. ...•„•.......... . ....• ....., , ..•.... , ,. {.�CO Q,:z I�I , , io -z I :SLOPE i% :III : I11' 5'_e" : : : : ; , ; I 1so. io 1 � _I I: :: : : : :S-4" M.O. : 3'-4" M.O.: 1 It I . 1 (-2'-g") M o'� ICI (-2'-8) , .. , , , , , . ,M.QP_ I'I . , (-2"-0"), ... ' I') ('1'-4") _ 3 -4" M;A. 91,-4" : . : 37'-r6" i .0. 10'-1 " 20r-0" ' 41'-11 1�2" i 52'-8:11/2" M.O{ : : 82'-Or 35'-:4" 11'� 4" 18'-0" ' : _ �i I I '' o' oC ; .•,,,t,.: •...., (,Oi ,8".),.,,,.•.,,,, :,L..•„ •.I..., .... ,.. ..•.•..„,„ M.O.•..., :,.,.,.... .. 51, 0• - IJi :( I I , s x'1. .,,..,•• .. ,M.O., , . ..„ ...•„ ...,.. ..,•, N 1 1 (-1"-4") : o : 16-4 10'-3 10'-11 16';-4 1/2 10'-11" 10'-11" 14'-6'I -o'- " : ; , ; (- ., : I I C8H i �� I- 1: . (- 1 cs►-I o ; :(-o -s) w1 ; , , ; : (-o'-s' , I - _ __ _I � T_ I I -= ==-I -I :-- LL =1. I-- ---- - =-- ---- - C7 -------'----- �---� ---- :I _�- o'_s'� w1 , (-1'-4")' : , F9 b�IL ( I I :I I :�. �F8 4" C1 I C1 - C1 P -`-�� (- 1'-4") Wi 1 5s3.1 : ---------- --- -- - - f -- -- Z-_ r+-T_ - -- ---------------------- - -- -� -- �- ------------ -- --- � TYP. oI --I CAL _J C8� C : C8: : ^oo:I M : : =�-I- - ___ �4-L 4-LsF4 - ---------------- �- ----•------� - --- r- - -- --- 1 -t- -r-. L -I' I__ -i I W1 O _ -i- ° : F.O.M. -'' x I o 1 �' w1 •o C -, I F9,5 R9,500 F9.5 F9 5 :N • 4 fri -1 � P o x ( ) P I :I i :1 � d f-2 o ti I 0 ( ) L L_' SEE DTI 2 S 3.1 N p 0 L__ ,,. o' LAB' oV�R' , . , . , , , . w1 ��:: k, I.: 5.,.�..•,.. ao at II ' 1 W, ::::::::: __� ,,, _;11.1 ; I 4"' COMPACTED STONE I I Yd1 18S3.1 - - - : r.... * . ... • ... • . • • , • .. • . „ . , . „' I, }} „ : I N I o I i BASE PER' GEOT CN I f W1 ;f i;' ;: "rr:`,i:; d : REPORT. E o o (-i'-4") ; _ _ , TYP; (-1 -a•") . W1 : (-1';-4") wl : I I � O I : •::w:::�.v.: •:x::,•.'.uw�{ 17, ; . I N -� I O „•. ,,. !. ..f • .,•., ...• -- : ,F3.5 F3.5 : 'N : :1 I , , . I I L_-- _- _, . , I __ o L - -- -® - - - J ------�4 - - `�" - - - �i - - - l I - - - 1 P --1- - I z __. i - E, •F4 5 o J F �11 I F4 51.FL F o - - - - - - - - - - - - - - - - - - 1 :46 0 i� I1. to 1 I _ I n I P P1.111.1.1.11111.1.111.111.11 F I 0 P M co x r�i }81 -4 5" CON C. SLA B o I 20 4 CONTROL to 0 i OL JOINTS M NSPERDT E 1 1 S 3. s` 0 0 i� . n P rn1.%� 0 I T - A APR ON A I NDSDW KI E AL 5 8 0 I N ( f I 7 0. 3.1 C. MAX..FULL T I LENG H OR FRONT I I I141 ih SIDEWALK 7 S3 1 M I I I I I I _ 1 I I i C6 C6 (- -I Ss3.1 cs I°EE (TYP ) 6 (- , _ _ F6.5I -I P F6.511 F6, 5L J F6.5 0 I I I I I I � g � '-4" '- ri "- - - - 3 M.O, 3 4 M.O. ��5 CONC SLAB (IN AREA 1 I ® o q 4' 0" 16'-0" 4' " 24'-8" 39'-11 1 2" � �` " tz LL L� / d d I i SHOWN SHADED) OVER 4 M.O. „ L: L:: I I I II COMPACTED STONE BASE 1'-8" 29'-8" 34'-8" 29'-4" 31'-4" 28'-0" 11'-8" 61'-8" 4'-0" 24'-0" 4'-0" 2 73 -11 1 2 PER GEOTECH REPORT. / " 4'-0" 16'-0 1/2" 4'_0° 93'-8" 11'-8" q COL _q FTG q FTG- { .-� COL I 1 I i M.O. I 155'-4" 28'-O" 308'-8" 1'-0" i 25'-4" 1 25'-4" I 25'-4" 1'-0" I 22'-0" F.O.M. TO EDGE OF CONCRETE R P.36 P,02 rN16 M.29 M FOUNDATION PLAN C.11 8.29 8.03 A.22 A N 1 -0 Era VINVAft r J L a wwom 0 HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 ® REVISIONS a oPRE -BID SET /� POST BID SET ISSUE DATE L� ISSUE DATE DATE I DESCRIPTION I L:: - I Ins urwvv]Nu IJ I Ht F•KVf tK f Y OF LOVYE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'$ 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(XX/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. • • N i • • is • � 0 0 tI- wIn = I_ I• co En�� 0 e p N 0 O md z ¢ y I. co 0O F,I=U oz zzt� � J Z Y d . M CIO < m4Z 7) ---] F Q Gi W a ry - Ow Lv ( ) cV _1 1-- o. C7 0 :p 00 v en � � � I Z o 8;�o 1` ��w� B - �� 9 =°Q� O �'� t- " Z% w M It U ~ O a wi r]llllllllll <5 CL z C) 0 0 I.L., F-- 0 0 0 Q� ® U3 U. W LL Z O ® Q J �< n U) U) ® • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: s - 1:1 IRJ O f a 3'• 0 0 9 SEE ROOF FRAMING PLAN FOR ADDITIONAL POINT LOADS ON JOIST GIRDERS X SEE ROOF Ii i I FORA DIITIONALMIROONG PLAN F TOP FOR ROOF TOP UNIT LOADS. I I UNIT LOADS. COORDINATE "X" & "Y" DIMS. WITH TL/LL =34/20 PSF x SPACING MECHANICAL CONTRACTOR. TYP. JOIST WITH ROOF TOP UNIT LOAD SEE ROOF FRAMING PLAN - FOR TYPICAL POINT LOADS ON JOIST GIRDERS. TYP. JOIST GIRDER WITH ROOF TOP UNIT LOAl STEEL LINTEL SCHEDULE MARK LINTEL SIZE L1 W8x18 L2 W16x26 L3 W16x31 L4 W16x36 L5 W16x57 L6 W24x55 L7 W24x94 L8 HSS16x12x3 8 NOTE: SEE SHEET S-0.1 FOR TYPICAL LINTEL DETAILS. ROOF FRAMING PLAN NOTES 1. ROOF DECK TYPE, GAGE, AND ROOF DIAPHRAGM CONNECTION DIAGRAM SHALL BE PER 6, DESIGN JOISTS AND JOIST GIRDERS FOR WIND LOAD UPLIFT SHOWN IN THE STRUCTURAL DETAIL 7/S-0.1. NOTES ON SHEET S-0.1. 2. R.T.U. AND SKYLIGHT CURBS TO BE INSTALLED BY STEEL ERECTOR PRIOR TO INSTALLATION 7. USE ONE EXTRA LINE OF BOTTOM CHORD BRIDGING AT BOTH ENDS OF JOIST AT FIRST OF STEEL DECK. PANEL POINT FROM SUPPORT. 3. STRUCTURAL R.T.U. CURBS AND SMOKE FAN CURBS (IF SHOWN) ARE TO BE PROVIDED BY 8. USE ONE EXTRA LINE OF BOTTOM CHORD BRACING AT BOTH ENDS OF JOIST GIRDER NEAR GENERAL CONTRACTOR AND WELDED TO JOIST BY STEEL ERECTOR. SEE DETAIL 9/S-0.1 FIRST PANEL POINT FROM SUPPORT. JOIST SUPPLIER SHALL DETERMINE APPROPRIATE FOR JOIST STIFFENING REQUIREMENTS. COORDINATE CURB SIZES WITH MECHANICAL BOTTOM CHORD BRACING IN ACCORDANCE WITH SJI. CONTRACTOR. INSTALL CURBS AS SHOWN, DO NOT ROTATE, 9. NOTE TO JOIST SUPPLIER: THERE IS NO DECK TO SUPPORT THE JOIST TOP CHORD AT THE 4. SEE SHEET S-0.1 FOR DESIGN LOADS AND GENERAL STRUCTURAL NOTES. GREEN HOUSE OPENINGS BETWEEN GRIDS M AND R. 5. USE "SPECIAL" JOISTS AT ROOF TOP UNITS (R.T.U.). SEE FRAMING PLAN FOR WEIGHTS AND 10. LX = LINTEL MARK, SEE LINTEL SCHEDULE THIS SHEET. LOCATIONS. R.T.U. UNIT WEIGHTS MUST BE ADDED TO THE TOTAL LOAD ON THE JOISTS X.XK = JOIST TOP CHORD AXIAL LOAD. AND TO THE "K" VALUES ON THE JOIST GIRDERS. COORDINATE WITH MECHANICAL DRAWINGS. R Q P N,03 N. M L K J H G F E D C B A 516'-8" I I I r „ I r I r n " 4- r » . n n r n r n r » r » r r » r r 22 -2 43 -9" 43 -9 44'-0 32 -4 42 -0 48'-0 36 _0 48'-0" 42 -0 48 -0 36 -0 48 -0" 44 -0 7 EQUAL SPACES 7 EQUAL SPACES 6 EQUAL SPACES 8 EQUAL SPACES 7 EQUAL SPACES 7 EQUAL SPACES 7 EQUAL SPACES 8 EQUAL SPACES 6 EQUAL SPACES 8 EQUAL SPACES I I I I I i 3'-4" M.01 i I I i 1 I I t o I I I O I C.L. ROOF EXP. JOINT I I INDICATES JOIST GIRDER ( I I I I C.L. ROOF EXP. JOINT - AT GRID M.01 I I COLLECTOR SPLICE SEE 20/S4.1 I I SEE DETAIL 2/S-0.1 FOR TYPICAL I AT GRID F I ( I I I I i , 1n SLIDING FIXED ( I I I MAS(TYPICAL ALL O OPENINGS) AIL I SLIDING FIXED I I SIDE SIDE i I I I SIDE SIDE I I I „ I „ 5 5 I r » _ I I I 3'-5 18'-9" I 37'-6" 6 0 30'-10" I I I I r I 36 0 5'-7" 5 -7 42' 0 , I 3 EQUAL I 1 6 EQ. SPACES 5 EQUAL SPACES I i I I 1 6 EQUAL SPACES 5" 7 EQUAL SPACES SPACES I i I III 1•-2" I d I II I I I I I I - " Li 22 0 F.o.M 13S4.1 4 - I i I I I I DEFOSIG JOISTSTOP CHORD SHORT TERM RS i '_ "f n I II \,/ \K/ -- -- -- --- - -- -- -- --- -- -- -- -- --- -- -- -- -- -- --t+-- �� III AXIAL FORCE INDICATED IN I t I I /x\ Ln / ------ -- -- -- --- -- -- -- -- - - - - I I I ADE�ITION TO GRAVITY LOADS. I I Y II I I I 1 t 3S4.1 i+� N II 3S4.-1 I III i /$-4E AT SUPPORTS PER I ( N I 14/ 4.1, AND 20/S-4,1 TYP. �`- 45-22K4 - 1554.1 i R.T. . 7 27ICI 11 S4.1 L4>17-40 8N6 9K I j40G5N6.8K 40 7,N .6K 40G8 6.6 40G6 6.6 40G8 6.6 I I L4 J.B.E. = 22'-5" I I , 20K 38K 55K 63K ------ --------- `------------------------------------------ - - -- -- -- --- -- -- -- --- -- -- --- -- -- --- -- -- --- -- -- -- 1854.1 '' ------ 17 I T - 88-18 ti - K3 4flG8 7 6K 40G7N7 6K 40G8N7 6K 40G6N7 6K 40G8N7.6KT-1 140G7N8.0K 1-1-1-40a7N .9K J.B.E. = 22'-9" L5 ! 40G5N7.8K 40 7N .6K 40G8 1.6K OG6 7.6K ❑ ' -------- -------- ---- -❑ ❑ ❑ 1 i - PP AND N 11S4.2 ------ - -- - -- --- -- - -- ------ YP -- -- -- ------ -- -- - ��� -- --- -- -- --- -- -- --- -- -- --- -- -- --- -- -- --- - - - -- -- /x\ -- i-- I /x\ -- -- -- --- - T- U. 00 -- -- --- -- -- -- -- --- -- -- -- -- --- -- - -- T.U. pp -- --- -- -- -- - --- -- - -- 3 00 -- -- a -- -- .T.U. 2 a - /K\ -- -- --- -- -- --- -- -- --- -- -- --- -- -- --- -- -- --- -- - - -- 24 -4" 6r -4 t i TYP. TYP. 34,1 i 26-26K7 64-26K / 10G6 .--] Y I I Y FOG6 Y =i 40 7N 8K �II� 1 i 12S4,1 40G N9 8K 40 7N 5K OG8 9 K 9 K OG8 9. K 4 G7 9.5 oq OG8 9. K 9. K OG8 9. K 40G N8. K 40 7N9.9K 40 7N9.9K ,� ❑ a ❑ ❑ a a a a 447N.1K � I II II -- --- -- -_ -- II O ollOR it N I 6S4.1 I J i 6 2698 I � I i � 446 .1 K ,i 0411 1� LIJ 44G5N9.5K ® ❑ '-4'f R.T.U. rzi 1200# N -- -- --- -- ------ --- -- - - -- 15-26K Y a 40 7N1 .0K ❑ 40 7N .8K L J.B.E. =-23'-3_1/4"" ❑ /x\ Y N N N 58-26K 15-26K --- -- -- -- -- --- -- -- -- -- --- -- -- -- -- --- -- -- -- -- --- -- -- -- -- --- -- -- -- -- -- -- - �x� x� -- -- ------ -- -- -- -- --- -- -- -- -- --- -- -- -- -- --- -- - -- --- U7N ------- ------ -- \\Y.3K 44G8N3K cD 4 G7 9.3 ' 4G8 9. K a 4G6 9. K 4G8 9. K 7K a 44 7N .6K Lo J.B.E. _23'-9_3� _ 2S4.1 -- -- -- --- - -- --- -- -- -- -- --- -- -- -- -- --- - LLB. ' K 'Y` 200 200 -------------------- / 00 lNoll pp Y my N O N N /�\ /�h 79-24K 'ssR`� `� 44G5N9 1 K 44G7N8 8K 4G8 NU K h 4G8 6 . K 4G8 8. K 4 G78.8 11 S4.1 4G8 8. K 44MUK 4G8 8. K ❑ 44 7N .2K ❑ 44377N9.1 K ,1 1 16 44 5N9.3K a 8S4.T TYP - - - -- - - - - - - - - - - - - 64- 44 7N9.1 K _ 4G8 9.1 K _ 4G6 9.1 K _ 4G8 9.1 K - -- -- - -- -- -- -- -- N N 24K Y 4G79.1 G89.1K a ❑ - ------ -- -- -- --- -- ------ -- --- -- -- -- --- - --- O 15-24K -- --- -- -- -- --- -- ------ T - -- -- ------ -- --- Lr 4G6 9.1 K 4G8 9.1 K 44 7N .5K 44 7N .4K ❑ n ❑ 4 . . J.B.E.3/41 _ N i co 0 co O cm 0 { 0 N 0 ( E _O -0 D6 -o J.B.E. = 24'-9 1 2" _ _�---t 3 T.U. T,U. T.U. T.U. 0# 3 00 zpp 200 J05 IY T /x� -- - -- --- -- -- - 00 I /x\ /x\ /�\ /x\ /�\ /x\ /�\ /X\ %�\ /x\ /x\ /�\ / \ / \ /�\ /x\ /�\ /u\ /x\ /�\ /x\ /�\ /x\ Imo\ / \ /�\ /�\ /x\ /�\ /K\ / \ /x\ / \ /"•\ /�\ /x\ /x\ /x\ /�\ / \ /x\ /�\ /K\ /�\ /x\ /x\ /�\ /�\ /�\ /x\ /x\ /x\ /K\ /K\ /�\ /x\ /�\ /�\ /x\ /�\ / \ /�\ /�\ /�\ I#\ /�\ /x\ Ox\ /x\ /�\ /K\ /x\ /x\ / \ /X\ /�\ /x\ 64-261<15-26K -- -- --- -- -- -- -- - HSS6x6x1 /4 0 HSS6x6X1ij /4 �' / \ ------------------------------------ -1 ---- --- LS --- - -- --L5 ----13 10== -� =L4 I T=r===-= = J.B.E. = 25'-4" ®----------------------------------�-- --- _---- ;,-- -------------------- ,I II Y �� i i i F.Q.M. r- Y oD 13S4,1 0 .I ` I � >� ix.' -- -- -- -- --- --4RT. - --- -- -- -- -- --- -- -- - --II --- i2� III- I I - �- -X- -- -- -- -- --- -- - -- --- -- - -- -'.`�\ .- I I I I H SQ K I I ( I I�- --- -- ---��- -- --- - - - to N IRIT„ 48-16K2 �1 , SS 2x4 1 4 ,•: -- -- -�- _-- 1 I . tl _ ---HSS12x4x1�4 I -- -- ; - - -- 17S4.1 00# II 1- I I I I I 3S4.1 13' 10" j �� -�\�\ YP. R. .U. t` �\ 14/54.2 „ I I I I I I L7 I L6 -- -- --- --- -- -- --- -- -- x J.B.E, = 26 -0 F.D.M. aD to t M 1 S2.1 V) d' ( can 3S4,2 0 12-30K10 �" M W10x12 ' W10xl 2 ROOF FRAMING PLAN 3S.2 W10x12 W10x12 x I N SCALE: 1" 20'-0" o --16-x-3 --- -- -- --- -- -- --- -6-x3-J.B.E.Afl _26'-0-" - - 8S - N N N N N (I V) ' IA N 1 21'-6" I 16'-6" I r t 5'-Orr 1 -0 �LI, 25, -4" I, 25. -4„ ,, 25. -4" 1 -0 „ fir__- _ 22 -0" J 1 S2.1 VESTIBULE HIGH ROOF PARTIAL FRAMING PLAN SCALE: 1" = 20'-0" C.11 29 03 2 A 2 • r - �L 103 m wwmm Er ov HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ® ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XX/XX/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. Y 1 c • • O O Z I��-�� O Ccc=n�� N ® 0 - o � Q Q T1 O OZr, # p�Q ow`/O ®! mQz i t,- _j U O Q � J axi W D- --) W �OLLL1 0 � o El U p�0 «3 00 M � O 1 • z J C Q z 2 L. 0 W a � t�j 0/ z o.L 0 Q r� v J ) () • ISSUE DATE: 04/15/02 IORIGINAL PERMIT SET .� ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-2.1 i s • FINISHED JOINT SHALL BE "SMOOTH AND STRAIGHT" 5/8"bX 16" LONG PAINTED & GREASED DOWELS AT 18" O.C. CENTER ON JOINT, Q PREVENT BOND \ CONCRETE SLAB ON NOTE: OMIT BAR WHERE CJ w f- GRADE, SEE PLAN INTERSECTS RE-ENTRANT CORNER 1 1/2" MAX.` REINF. WALL p IN co:4: 4.' A --- I I \ -i PER SECT, _J =111=f 11=I I I=1 I I -1 I I=111=111=1 11=1 11= 2,-1 2'-1 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 U. . , • %. . ems' SAWCUT CONTROL JOINT 1 TYP. CONTROL JOINTS SCALE: 3/4"=V-0" STEP AT MASONRY 2'-1 MIN. COURSE J n w w ST 6 SCALE: 2'-'0" MIN, 3" CLR, Q 4 1 ��� .4 ZI < 1 2'-0" MIN. 3" CLR. EP IN WALL FOOTING N.T.S. IBM SCALE: 3/4"=V-0" TYP. RE-ENTRANT CORNER 2 SCALE: N.T.S. CONCRETE SLAB ON GRADE, SEE PLAN - ° d MIN. 2'-6" P D 101, , 1-#5 '• ° r- SLAB EDGE Ili ]Mill, Iv KmA �J SCALE: N.T.S. NOTE: SLAB LEAVE -OUTS AT GRID INTERIOR COLUMNS 2'-0" DIA. TURNDOWN TO ARE PROHIBITED PROTECT COLUMN BASE. „ " r� g < Q, Q < 1 MAX. OFFSET TERMINATE EVERY OTHER HORIZONTAL BAR 3" FROM a JOINT, TOPMOST BARS IN ® WALL TO BE CONTINUOUS, 4 . V-JOINT BOTH SIDES AND TOP OF WALL 4 VERTICAL WALL CONTROL JOINT SCALE: 1 1/2"=V-0" GRID 1'-2" 21.. 8' Al 8 8 15 # FELT BONDBREAK COLUMN, BASEPLATE & 1 1/2" NON -SHRINK 1 I ANCHOR BOLTS PER SCHED, GROUT(SEE NOTES) SHIM PACKS(TYP.) FIN. FLR. ELEV, 15# FELT 1 1/2" NON -SHRINK SEE PLAN 4. BONDBREAK 1 1 GROUT (SEE NOTES) CONSTRUCTION FIN. GRADE (SEE SITE z JOINT PLANF W OR PAVEMENT w � w INFORMATION) N °- N 2" PERIMETER INSULATION --# w o I1.�. =) °•°. d ail ,, a• II ; , 4. ° - SEE FTG, SCHED, i N 1 cwn = 4 ° ;;' II • a ° '. °'I a I FOR REINF. v T.O. FTG, ELEV. 4' Il ti' (— �-WASHED STONE BELOW CONC, EXTENDS TO FROST DEPTH PER NOTE 3.3 ON SHEET S0.1 TURNDOWN SLAB. 7 SCALE: 3/4"=V-0" —COLUMN, BASEPLATE & ANCHOR BOLTS PER COLUMN SCHED. —OUTSIDE FACE OF CMU PIER ONLY OCCURS WHERE T.O. FTG, ELEV. IS (-2'-0") OR LOWER 8" (WHERE PIER OCCURS ONLY) °. - SEE PLAN .° q .d q,4, W = 4 ° ° d ° ° � I —I 11=111=1 11=1 11=1 11=l i 1=1 11=1 11=1 f 1=1 11=1 11=1 I i I I � v a° d q' , a•.° SEE FOOTING SCHED. : •' 1 �' �' PLACE LEAN CONCRETE FROM BOTTOM OF FOOTING TO FROST DEPTH IF FOOTINGS ARE PLACED DURING COLD WEATHER. SEE SPECIFICATIONS FOR COLD WEATHER CONCRETE REQUIREMENTS. 8 SECT. AT COLUMN FOOTING SCALE: 3/4"= V-0" 81' 8,-O„ SEE SECT. 1 /S-0,1 FOR CMU WALL REINF. & GROUTING SAWCUT JOINT #6 DOWELS TO MATCH VERT. REINF SPACING. EXTEND 3'-0" 15# FELT BONDBREAK INTO GROUTED BLOCK (MIN.) FIN. FLR. ELEV. .7-77-777777 SEE PLAN 00 8-#4 CONY. o 0 #4 HORIZ. AT o #4 AT 2'-0" O.C. w ° 12 0. C. E. F. 2" PERIMETER d #4 VERT. AT Ld INSULATION 16 0.C. E,F, Lvi :9 1 1/2" CLR, 1 1/2" CLR. ° ' 1/2" COMP. JOINT 4 4 FILLER e 2" X 4" KEYWAY .0 ° ° - CON T, T.O. FTG ELEV, N ° SEE PLAN ° ' $ ' ' o a 8" LEGS w W = ° ,4 d• _j u EQ, 1 -0 " EQ. SEE FTG. SCHED. FOR REINF. SEE SCHED 12SECT. AT TRUCK DOCK WALL SCALE: 314"=17 Lid- r ri r�r� r rr-n rl�m l I riT Ll r r� mT�r MMI AM-�zr SEE FOOTING SCHED. 9 PERIMETER COLUMN FOOTING SCALE: 3/4"=V-0" SEE SITE PLAN (SLAB WHERE OCCURS) I In PIER 1'-2"X1'-4" 4-#6 DOWELS W/#3 TIES @ 12"O.C. SEE FTG. SCHEDULE FOR REINF. 2" #4 CHANNEL ;° 4 ° #4 W/3" HOOK 4 U ° d . ' Q d a . d 3„ REINFORCING AT ° MAX DOCK CHANNEL Q 8 8'-0" C8X11.5X9'-4" SAWCUT W/ 1/2" G X 6" HSA's JOINT 2'-0" LEG AT 1'-0" O.C. STAGGERED FIN. FLR. E EV. 10 STUDS MIN. SEE PLAN 00 �. :. . n .0. ,' •', REINF, PER 0 SECT, 12/S-3.1 0 9-#4 CONT. ,A; ;GC. 5 #4 AT 2'-0" O.C. w 2" PERIMETER INSULATION 1/2" COMP. JOINT 2" X 4" KEYWAY '' ; FILLER CONT. ry T.O. FTG ELEV. U SEE PLAN 4 , SEE FTG, SCHED. ,�, °'' o •° FOR REINF. w = V) U _ ry K' u EQ. 1'-0" EQ 8" LEGS SEE SCHED NOTE: BARS TO MATCH HORIZONTAL BAR SIZE & SPACING CONIC.5 WA SCALE: 3/4"=1'-0" I v •D I p ' 2'-6" J N 2'-O" #4 DOWEL x 2'-0" AT 24' O.C. MAX, (PROD, 1'-0") 4 00 d ., .d °' I ICI I I-1 I i. 2" PERIMETER < INSULATION _J OMIT CMU (OMIT AT 10A) AT 10A w ° „ #5 AT 1 -4 O.C.-4 a 4q • ,' FILL ALL CMU CORES SOLID, o w = (n C) SEE FTG. SCHEDULE EQ. 1'-0" EQ, FOR REINF, SEE FTG. SCHED. SECTION AT DOORS 1 0/1 OASCALE: 3/4"=V-0" 10'- 0" I DRAIN WALL BEYOND CONIC, WALL & FTG. PER SECT, 6" TRENCH DRAIN (SEE SPECS.) 12\S-3.1 1/2" JOINT FILLER SLOPE ( SLOPE a I ( r. " 4 a 1 I ° I 1 6" CONC, SLAB ON GRADE PER PLAN CONCRETE DIMENSIONS PER TRENCH DRAIN MANUFACTURER, SEE SPECIFICATIONS FOR DRAIN USED #6 DOWELS TO MATCH VERT REINF SPACING EXTEND 3'-0" INTO GROUTED BLOCK (MIN.) SEE SECT. REINF, 1 FOR SECT. AT TRUCK DOCK DOOR TRENCH DRAIN DETAIL 1/2" COMP. JNT. FILLER CMU WALL REINF, � 13SCALE: 3/4"=V-0"AND GROUTINGW14SCALE: 3/4"=1'-0" SEE ARCH, W NOTCH CONIC FOR DOOR OPENING WHERE APPLICABLE U7 SAWCUT _ 8" A.F.F. ry w JOINT ° CHAMFER (CONY,) 1/2"COMP. JOINT 1-#4 CONT. ° ULL MORTAR BED FILLER @ FIRST COURSE T.O. CONIC. ELEV. FIN. FLR, ELEV. q VARIES, SEE PLAN ow 00 4' co 4; - GRID • #4 HORIZ, AT HORIZ. JOINT REINF. 12 0.C, E.F. w '.L I :G'', O OUTSIDE INSIDE 3"CLR. a Q SET IN SLEEVE W/ NON- ;D;. SPACED AT 1'-4" 1-#4 AT 4'-0" O.C. VERT. SHRINK EPDXY FILLER ON CENTERS RUN VERY. REINF, 0 VERT, AT INT- 0" VERTICALLY FULL HEIGHT OF WALL. 00000000000�0000�00 Z 00©0000000000000000 :o SEE SECTION 1\S-0.1 (SIM.) C.P. �X" TYP. X" TYP. GRID 15# FELT BOND BREAK 2'-0" MIN. INTO w WASHED STONE FILL OPENING WITH 8" CMU; FILL UNREINF, CELLS 12"_� RET. WALL BACKFILL JT. SEALANT W/MASONRY INSULATION TYP. VERT. REINF. SCHEMATIC (N.T.S.) 4 2"0 P.V.C.,WEEPS 2"CLR. o ALL REINFORCED CELLS #4 VERY. AT AT 10 0 O.C. SLOPE VARIES 15 # FELT BONDBREAK FILL NOTE. VERY. REINF, IS REQ D. IN ALL MASONRY ABOVE ANY WALL OPENINGS. TYP. TOP a� SHALL BE FULLY GROUTED > & BOTT. WASHED STONE '. 16" O.C. E,F. 1/2"COMP. JOINT AT SIM OPENING WITH JT, SEALANT DO z BACKFILL a SEE PLAN - 1 - d- 4 CONT. FILLER, # 0 :;' ,.. 1-#4 CONY. SEE ARCH, FOR ® 1"MIN. A a / SLOPE RAMP ° ° ' . q . d , ' • d ' CD WALL THICKNESS ♦ / ° 1 1 2" CLR, ° - i � � OUTSIDE FLANGE 1 4" 0 ROD 2 P.V.C. WEEPS 1/2 COMP. 1/4"/FT. # m - / g " ° r 4 VERT, AT 16" O.C. 4 ° ° : • ° 'D oo Q I 1/4"MIN. FACE OF COLUMN OF COL. z 3-#5 CONY, N FULL MORTAR BEDDING SEALENT-�3/8 MA% -TO BE FLUSH _ _ a " W/ FACE OF CMU 1 4 1"MIN. AT 10 -0 O.C. „ JNT. FILLER _ < AT FIRST COURSE „ 1CLR 2 d,.' ° ° III! _'n1�'ll _'rIT L try I I 1 FIN. FLR, ELEV. -' CLEAR 2 X4 KEYWAY CONT, ° °.. %' a ' 2„X4 irlii'_'tf Illlm.l.1 ° . , • a . I_ - J SEE PLAN v ' ° d 4 W8 "KEYWAY "--i 8 MIN. SECTION "A" -1 — 8" CMU, GROUT TURNDOWN 3" 3"� cv • N — _ :' `., NOTE: T.O, FTG ELEV. v a" T.O. FTG ELEV. U LE - SEE PLAN ° SEE SCHEDULE w _ SOLID BELOW GRADE SEE PLAN ° v' Q FOR REINF. T.O. FTG. ELEV. U i_-I�-i �1 A ADJUST LOCATION OF HORIZ. 4 SEE PLAN -° q— 2' PERIMETER Iw = a, d o 1 II JOINT REINF. EXACTLY AS SHOWN. _'� 4 I -I INSULATION 2 °° d - v DOWELS TO MATCH cn • ''' °• • VERTICAL REINFORCING U ° • o ° I LOCATE REINF. &TIES ®16" O.C. a °• ° I 1 FULL MORTAR BEDDING 3/16"� CONTRO SPLIT FACE OR ° • % I I AT FIRST COURSE. PER PLAN MIN, 8" LEG #6 FULL TIE(GAi JOINT „ SMOOTH FACE CMU THIS DETAIL APPLIES TO ALL WIDE ( ) / (SEE ARCH.) .. � 1 ° • ': FLANGE COLUMNS IN MASONRY • _I °• - H T. TYP. 3 6 1 4 3 SEE FTG, n _ __ r_T_ I 3-#5 CONT. W/ MIN, CLEAR MI WALLS. EQ. 1'-0" EQ, 1'-0" 10" X, 2'-0" #3 x 1'-6" AT 24" O.C. #3 AT 24" O.C. 2'-0" ALTERNATE: TRIANGLE TIES l SCHED. U FOR SEE 7 S-3.1 FOR �--- REINF, TURNDOWN DIMS. AND WALL AND REINFORCING C.L. OF THICKENED SLAB SECTION AT REAR G.C. WALL SECTION AT RAMP WALL SECTION INTERIOR WALL SECTION WALL SECTION(PLAN VIEWSCALE: 3/4"=V-0" „_,„ } 1 SCALE: 3/4 -1-0 ��_ � ,� 1 SCALE: 3/4 -1-0 „_ , „ 1 SCALE: 3/4 -1-0 „_ , 1 9SCALE: 3/4 -0„ 1 LOommmEm R mom HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, 1 28656 REVISIONS PRE -BID SET ^^ POST BID SET ISSUE DATE U ISSUE DATE DATE DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME Cl INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF L04'JE'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/XX/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. • • < CO O = c=ntNto o N O �yz ¢¢,��� �QO to v(�n ¢mQwzin � O0d i CQ3w Jco� 'o1LLJ C:-V -zww°' F- • 0 o O0 vncn , c'ap00 o 00 0 m a F Z O LIB L- O 11J ® O < Q _j V i W ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-3,1 T Y Y J VERIFY ALL X DIMENSIONS W/ w 2„ EDOCK LEVELER MANUFACTURER E °- #4 CURB ANGLE 8 -0 6 -2 E 8'- 0 " LOWE e 1'-0" SAWCUT FJ'LO W E OV I 6'-8"X HOME CENTERS, INC. „ > „ ` •'•'.• ''•'•'••'•'�a' » , » , " , „ , „ „ 9-#4 CONT, JOINT i P.O. BOX 1111 N. WILKESBORO, NC 28656 TYPICAL 4 wE" HOOK 1 -0 1 -0 1 -0 1 -0 ,, TYP CURB ANGLE TYP, I I Q N F I T -6 U.N.O. -6 U.N.0. (SEE PLAN (SEE PLAN 12" CMU 4" OR 6" DIA. CONC. FILLED PIPE OUTSIDE INSIDE PLACEMENT TYP. WHERE SHOWN ROUND CONCRETE TOP OF PIPE SMOOTH „ „ 4 OR 6 D A. CONCRE E C° FILLED PIPE, SEE ARCH. SHEETS N FIN. FLR, PAINT OSHA YELLOW 00 N ENCASE IN CONCRETE (TYPICAL) �- WHERE GUARDPOST OCCURS ABOVE FOOTING, START -0„ PIPE AT TOP OF FOOTING GUARDPOST DETAILS 1 SCALE: 3/4"=V-0" NOT USED 5 SCALE: 3/4"=l'-0" SEE AR FOR HA #5'S 12' RAMP :# REINFORCING AT CURB ANGLE Ax — SAWCUT JOINT ; ; • . ','4':` 8" 8,-0" t. ANCHOR LAYOUT CURB ANGLE L3X3X3/16 x 6'-2" W/ 9-#4 CONT, CURB ANGLE 1/2"0 X6" HSA's AT 1 -0 7'- 4)K 1'-O" O.C. (7 STUDS MIN.) 2'-0"LEG 1'-7 1/2"CIE FIN FLR ELEV. 00 .. #4 AT 16" O.C. •' #4 HORIZ. AT 6"O,C. E.F. U A ✓: , .:: #4 VERT. AT 16"O,C, E.F. 2"X4"KEYWAY, SLOPE 2'-0"LEG 2" PERIMETER 4 ' ; INSULATION 2" CLR. " _j 2" CLR. #4 AT 24" O.C. E.W. SEE PLAN 2'-0"LEG DO :�• :: :> Ld a a- #4 AT 16" O.C. ~ ; ."' > TYP. 2"X4"KEYWAY TYP. 2" PERIMETER , . ' �'• .:A` A: INSULATION (TYP.) 9 2" CLR, VERIFY ALL)K DIMENSI❑NS W/ TYP, �E DOCK LEVELER MANUFACTURER SECTION AT DOCK LEVELER PIT cn 0 > 00 -2"X4"KEYWAY U LsJ Lv V) REINF, PER SECT. 12/S-3.1 �- 1 /2"COMP. JOINT FILLER T.O, FTG. ELEV. SEE PLAN '�"— SEE SECT. 12/S-3.1 FOR FOOTING SECTION AT DOCK LEVELER DOOR 2 SCALE: 3/4"=l'-O" COLUMN, BASE PLATE & ANCHOR BOLTS, SEE-,, COL. SCHED. MIN. 3/16 TOP OF FTG.E OR PIER 1 1 /2" NON -SHRINK GROUT (SEE NOTES) 3 SCALE: 3/4"=l'-O" COLUMN, BASE PLATE & HSS BRACE ANCHOR BOLTS, SEE COL. SCHED. 3/8" PLATE AT -----_I 1 HSS BRACE C.L. MIN. 3/16 i I I I 1 1 /2" TOP OF FTG. ^ 3/ 16 I I OR PIER TYP. I 1 1 /2" NON -SHRINK GROUT (SEE NOTES) I 1 i 2" 1. 1. 6" 1. 2„ TYP. COLUMN BASE 6 SCALE: 3/4"=V-0" SECTION AT PLATFORM 1 OSCALE: 3/4"=l'-0" CENTER SLAB 3/16 V 8 BRACED FRAME COLUMN BASE 7 SCALE: 3/4"=V-0" FACE OF WALL -#5'S @ 12" ❑,C. E.W, a, a.-4 . 9 •4 d ° #4 N❑SING 2" TYP, N > + + f— + + + + COLUMN, BA ANCHOR BOL COL, SCHED. TOP OF FTc OR PIER GARD 8 SCALE: 3/4"=1' •'a 4 4. • HED STONE <FILL� a • #5'S @ 12" ❑.C, • 3.1 FOR #5'S @ 12" ❑,C.. a JELL WALL DOWELLED INT❑ 4 ° WALLS AT EACH END. 1 6" NOTES MIN, 1. SEE ARCHITECTURAL PLANS FOR HANDRAILS. 2. TOP OF STAIR WALL FOLLOWS PROFILE OF STEPS, 3. SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND NUMBER OF STEPS. SECTION AT STAIRS 1 1 SCALE: 3/4"=l'-O" TYP. #4 VERT. AT 16" 0.C. E.F. TYP. `!' • #4 HORIZ. AT 6" O.C. :: �•'•'A° • E,F, TYP, REINF, PER SECT. 2/S-3.2 2" NON -SHRINK T (SEE NOTES) EN CENTER COLUMN BASE -0" WALKWAY EXPANSION OR I ANCHOR BOLT E STRUCTURE SUP I I I I i I EMBED ANGLE TO BE SUPPLIED BY STEEL FABRICATOR 6'-2" X VERIFY ALL )E DIMENSI❑NS W/ DOCK LEVELER MANUFACTURER DOCK LEVELER PIT DETAIL 4 SCALE: 3/4"=V-0" 2-#5 BARS CONT. W/ #4x24" @ 24"0,C. G.C. FOUNDATION 12SCALE: 3/4"=V-0" J, 05 I TY OR SM 1 /4" TH0 RENT PI AT HSS COLUMN I I I --------- I �• NOTE: EXTEND BENT PLATE TO 8" ABOVE CEILING LINE. SECTION AT ENTRY CANOPY 9 SCALE: 11/2"=1'-O" E 3"x3"x3/8"xO'-4" -0"O,C. MAX. 1/4 3 OUTSIDE FACE CH INTO GROUTED 1/4 3 OF MASONRY W/ (1) 3/4110 1 I ADED ROD EMBEDDED 8" MIN. W/ "HILTI" )OWELING SYSTEM C 4x5.4 CONT. ADE STRUCTURE SUPPLIER ALL ATTACH COLUMNS 4" ) CHANNEL LOOR ELEVATION W/ #3 STIRRUPS @ 24"O.C. G.C. FOUNDATION 13SCALE: 3/4"=1'-O" • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XXrAX102 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. ® o ® o r � 0 0 w `t Loo Z E-t-,� 0 ®O®V)>V)r0 �cz o C)Q� # �MQLLI O Z ZD a Q w_jo � L�.1 a- � ®� cr— r0 J Ld V) N F— r � 0 0 0000 o 00 � , � oo� °�00 • o 0 00 m d• zy a� r � Q ❑ ry z ® O O U- O ®r) 0 ❑ U) LL � Z W ❑ 3: z 0 O Q ���^^ J VJ U) r ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-302 r -.4 d 5,1 1 N GRID GRID - GRID _ _ SEE PLAN WHEN r ~ T.O. CMU ELEV. I APPLICABLE „ 3 TYP. " ' ' T,0. CMU ELEV. GRID ATTACH DECK TO CONT, ANGLE BEARING PLATE SEE ARCH. ,:::•i;••�; •, L3x3x1/4 CONT, DISCONTINUE AT T.O. CMU ELEV, PER ROOF DIAPHRAGM AT SIM. ONLY: / / a a I 3 8"x8"x0'-11" W 1,,•,;: ''. CMU CONTROL AND EXPANSION SEE ARCH, i••r'•+, �;,;,: ,•r� ''� 4 SEE ARCH. PROVIDE BEARING PLATE 3/8 x (4) 1/2 0 x 6 HSA'S 5 JOINTS ;;;'S,'''''„ I +••,'i"'r''` CONNECTION DIAGRAM �"i5 ' '4 11" x CONT, W/ (2) 1/2"0 x 6" 3/16 4 3,f HSA'S AT 24" O.C. 211 ATTACH DECK TO CONT, ANGLE 1 3/16 4 L5x3x1/4 (LLH) CONT. 3/16 3 PER ROOF DIAPHRAGM ATTACH DECK TO CONT. ANGLE DISCONTINUE AT CMU TYP. CONNECTION DIAGRAM L3x3x1 4 CONT. DISCONTINUE 1 PER ROOF DIAPHRAGM CONTROL JOINTS / 3 16 4 ., CONNECTION DIAGRAM AT CMU CONTROL AND 3/16 4 ;; EMBED PLATE x6I8HSA'S.'-8, "':,, 'r� EXPANSION JOINTS 3/16 4 EMBED PLATE 3 8"x4"x0'-81, �,,:INSTALL TO / () / ATTACH DECK TO CONT, ANGLE BEARING PLATE 3/8"x4"xO'-8" 3/16 3 ,5, I ON OP EDGEOF JST. BAG. ELEV. f , ti PER ROOF DIAPHRAGM , �, W 2 1 2"�x6" HSA'S / () / 5 ' 3/16 2 AT 12 ;;+'`' ; CONNECTION DIAGRAM d •,, t JST, BRIG. ELEV. W 2 1 2 �x6 HSA S, ,/i:•;� ; •�, ' / () / INSTALL TO CENTER CONT. ANGLE. SPACE SEE PLAN J• SEE PLAN AT 48" O.C. BEARING PLATE 3/8"x4"x0'-8"ot JST. BRIG. ELEV. ON TOP EDGE OF " '' " ,;, CONT ANGLE. SPACE ��.5�;t; •:';:a ,,:';ii, ,�' ., ,,;,•.,,. ,, �•;; SEE PLAN :� , ,/ G ; 5 1.,,. W/ (2) 1 /2"0x6" HSA'S ;'s 'p " AT 48 O.C...� 1 /2 16" DEEP BOND BEAM 4 1/2 ;Jl:•Ji' ' ': , ' , ;,, �� ';,,,;;i, i,;., 16" DEEP BOND BEAM •'`''f' / # ' ' 3" BOND BEAM W/2-#5, t. >, / # W 4- 7 CONT. LAP ;"� ,, 1, ,• 5•; ,., '. ,,,;,;, ,, ,,,, W 4- 7 CONT, LAP 16 DEEP BOND BEAM SPLICES PER CMU LAP a" FULLY GROUT 2 COURSES BOND BEAM W/2-#5. +.' SPLICES PER CMU LAP W/4-#7 CONT, LAP ++;,'a„ •. FULLY GROUT 2 COURSES SCHEDULE ;,ti •„ ;..;,�•,; ABOVE AND 1 COURSE SCHEDULE SPLICES PER CMU LAP BELOW BOND BEAM - ABOVE AND 1 COURSE 3/16 4 SCHEDULE SEE CMU WALL REINF. BELOW BOND BEAM SEE CMU WALL REINF. SCHEDULE AND DIAGRAM FOR SEE CMU WALL REINF. - `®-_----- -`--- SCHEDULE AND DIAGRAM SEE CMU WALL REINF. WALL REINF. SCHEDULE AND DIAGRAM SEE CMU WALL REINF. FOR WALL REINF. SCHEDULE AND DIAGRAM FOR WALL REINF, BRIDGING AS SCHEDULE AND DIAGRAM FOR WALL REINF, FOR WALL REINF. BRIDGING AS FRONT WALL 1 SCALE: 3/4"=V-0" 3/16 V 4 L5x3xl/4 (LLH) CONT, DISCONTINUE AT CMU CONTROL JOINTS 3/16 2 AT 12 EMBED PLATE 3/8"x8"xO'-8" W/ (2) 1 /2"Ox6" HSA'S PLACE TOP OF PLATE TO MATCH TOP OF CMU SPACE AT 48"O.C. M M.1 4" ATTACH DECK TO CONT. MEMBERS PER ROOF DIAPHRAGM CONNECTION DIAGRAM SHEET METAL JOINT SEE 11/S-4,1 MIN 8" DEEP BOND BM. W/2-#5 CONT, CUT TO MATCH ROOF SLOPE EMBED PLATE 3/8%3" CONT. W/1/2"OxC HSA'S AT 24" O.C. DISCONTINUE AT CMU CONTROL JOINTS ROOF EXPANSION JOINT AT SIDE WALL 6 SCALE: 3/4"=V-0" L5x3x1 /4 (LLH) CONT. REQUIRED BY SJI DISCONTINUE AT CMU CONTROL JOINTS SIDE WALL 2 SCALE: 3/4"=V-0" GRID I IF UPLIFT BRACE INTERFERES WITH DUCT PLACEMENT DOUBLE BRACE ON OPPOSITE SIDE OF GIRDER JOIST GIRDER 7 SCALE: 3/4"=V-0" FIXED SLIDING 4 3/4" SIDE 1 SIDE 1 /4" STIFFENER 18 GA. SHEET METAL JOINT CONT, �v PLATES EACH SIDE OF JOIST 5ff 5 1" TYP. GIRDER, TYP, #10 TEKS EA. FLUTE 1 1 2" 1 h/2" SPLICE ANGLES, SEE TDECK YP, 3/16 2 EDGE I 1 I 14/S-4.1 (2) 3/4"0 BOLTS WITH 2" I I I \ LONG SLOTTED HOLE IN JOIST 1 /4 V 3 GIRDER SEAT N (2) 3/4.0 I TEFLON BEARING PLATES SHALL ERECTION BOLTS BE SUPPLIED BY THE STRUCTURAL STEEL FABRICATOR I FILL PLATE AS REQD FOR SLIDING EXP. JOINT PROVIDE (2) 3/32" TEFLON BEARING PADS FACTORY i I BONDED TO 10 GAGE STEEL BACKING CAP PLATE 3/4"x12"x1'-2" i i PLATES. SHOP TACK WELD ONE TO CAP 1 1/2 i 1 i PLATE AND INSTALL THE OTHER TEFLON 7" 1 BEARING PAD IN THE FIELD, TO THE 1 /4 I JOIST GIRDER SEAT DURING ERECTION i I 1 /2" STIFF. PLATE AT COLUMNS PLATE 3/4"x6"x0'-6" i i SMALLER THAN 8"th OR 0 _ i I TEFLON TYP. BEARING N STABILIZER PLATE 3/4"x6"xO'-6" I 1 `�' PADS DO NOT WELD JOIST GIRDER TO PLATE, TYP, TYP. .4± Lo\ 1 /4 I I 1 1 /2" 5" 1 1 /2° 1 1 /2" 5" 1 1 /2" COLUMN CAP JOIST GIRDER PLATE PLATE EXPANSION JOINT AT COLUMN 11 SCALE: 3/4"=V-0" ATTACH EA. DECK FLUTE TO EMBED PLATE PER ROOF DIAPHRAGM CONNECTION DI AGP All EMBED PLATE 3/8"x3" CONT, W/ 1/2"0 x 6" HSA'S. AT 24" O.C. DISCONTINUE AT CMU CONTROL & EXP. JOINTS 77 1® MIN 8" DEEP BOND BM W/2-#5 CONT, CUT TO METAL ROOF DECK A(L `- U F- 3/16 I- --I I I I L3Y2x3Y2xY4 CONT. EACH SIDE OF CMU. HOLD Y" CLEAR PROVIDE 2 1 /2" MIN BRG LENGTH 3/16 2 CONNECT ANGLES TOGETHER AT MID —LENGTH WITH 1 /4"x 6"x 0'-6" PLATE AT DOUBLE BRACE CONDITION EACH ANGLE AT 3/16 C DOUBLE BRACE CONDITION PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQD BY SJI WELD AS REQD BY SJI AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED SIDE WALL 3 SCALE: 3/4"=V-0" SEE ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT TYPE, SIZE AND SPACING TYP. 1 /4 3 CAP PLATE 3/4"x10% AS SHOWN 11 /4 TYP 13/16"0 >3/16 HOLE FOR GUYING TYP MqL0j*j1tWkAti1L V SCALE: 3/4"=V-0" REQUIRED BY SJI GRID (2) 1 /2" 0 ERECTION BOLTS EA. JOIST AT COLUMN 1 (2) 3/4"4 ERECTION BOLTS ON 5" GAGE AT EACH JOIST GIRDER 1 `ly ' i 'W 1 1 /2" TYP. 1 1 /2" TYP. I I 1 I 1 r0 I I 1 I I I r T JOIST STABILIZER PLATE I i 1 /2"x6"xO'-6" DO NOT WELD JOIST TO PLATE, TYP. I i I I I t I 1 � i I I I i STABILIZER PLATE 3/4"x6"xO'-6" I DO NOT WELD JOIST GIRDER TO PLATE, TYP. /JOIST GIRDER FIXED SLIDING SIDE SIDE 1 /4 3 1 4 3/4" CONT, ANGLE NOTCH AT J.G. M M.1 I (2) 3/4"0 ERECTION BOLTS ( 18 GA. SHEET METAL SPLICE ANGLES SEE I JOINT CONT, 14/S-4.1, TYP. I #10 TEKS EA, FLUTE I � 1 '- I 1 3/16 2 TYP. N (2) 3/4"0 BOLTS WITH 2" TEFLON BEARING PLATES SHALL LONG SLOTTED HOLE IN JOIST BE SUPPLIED BY THE STRUCTURAL FILL PLATE GIRDER SEAT STEEL FABRICATOR AS REQD CAP PLATE 3/4"x12"x1'-2" FOR SLIDING EXP. JOINT PROVIDE 2-3/32" TEFLON BEARING PADS FACTORY BONDED TO 10 GAGE STEEL BACKING 1/4 PLATE, SHOP TACK WELD ONE TO CAP PLATE AND INSTALL THE OTHER TEFLON BEARING PAD IN THE FIELD, TO THE JOIST GIRDER SEAT DURING ERECTION TEFLON BEARING - TYP' DO /4 DO NOT WELD JOIST GIRDER TO STABLIZER PLATE (� PADS `V _ _ — PLATE 3/4"x6"xO'-6" TYP. 1 i 1 1 /2" 5"1 1 /2" 1 1 /2" 5" 1 1 /2" JOIST GIRDER COLUMN CAP PLATE PLATE EXPANSION JOINT AT SIDE WALL 12SCALE: 3/4"=T-0" METAL ROOF DECK TYP 3 16 L2x2x3/16 CONT, IST EACH SIDE OF CMU. HOLD 1 /8" CLEAR CMU INTERIOR WALL CMU INTERIOR WALL REAR WALL 4 SCALE: 3/4"=V-0" SPLICE BAR 3/4x2"xl' CENTER ON SPLICE \ Ir,7Z 1 /A /IIUN "I � SEE ROOF DIAPHRAGM CONNECTION DIAGRAM AN SCHEDULE FOR ATTACHME TYPE, SIZE AND SPACING GARDEN CENTER, 9 SCALE: 3/4"=V-0" GRID 5" 5" SHEET METAL JOINT SEE 11/S-4.1 JOIST BEARING PLATE I BOND BEAM REINF. RUN CONT. THROUGH CONTROL JOINT CMU WALL CONTROL JOINT ROOF EXPANSION JOINT AT CMU WALL 1 SCALE: 3/4"=V-0" EMBED. PLATE BEYOND, SEE d• A ;n •7 :A•r ANGLE SEE 3/S-4,1 JOIST WHERE OCCURS ,, „ • :•11•Y BEARING PLATE 8f,xl"X1'-4" W/ (2) 3/4„� x12" HSA'S kti' JOIST JOIST BRIDGING FLUSH PILASTER 12%32" _ - W/ (4) #7 VERT (1 EA OF 4 VERT. CELLS) , GROUT SOLID DO NOT CUT CONTINUOUS JOIST ; 4::"° ' •' BRIDGING. BUILD CMU WALL AROUND , DO NOT WELD JOIST GIRDER BRIDGING LEAVING 1° CLEARANCE. 7t',,', 3�;i •'� TO STABLIZER PLATE WELD ANGLES TO BRIDGING AFTER WALL IS COMPLETE. 2x5 L6x3 1 16x0'-6° JG / / STABILIZER W/ (2) 5/8" 0 SLEEVE ANCHORS, 5" EMBED SAW CUT AS REQUIR FOR FLUSI- INTERIOR BEARING WALL 5 SCALE: 3/4"= V-0" GRID (2) 3/4" 0 ERECTION `_ ' BOLTS ON 5" GAGE AT EACH JOIST GIRDER �•. : y , �„ Ir '4 CAP PLATE 3/4"A 0"x AS SHOWN I 1 1/2" TYP. 1 /4 1 /2" 2" 1 1 /2" TYP. I I 1 4 I / f I EMBED PLATE BEYOND, SEE 2/S-4.1 CONT. ANGLE, SEE 2/S-4.1 SPLICE ANGLES SEE 14/S-4.1 TYP. STABILIZER PLATE 3/4"x6"xO'-6" DO NOT WELD JOIST GIRDER TO PLATE, TYP. WALL COLUMN/JOIST GIRDER — 1 SCALE: 3/4"=V-0" TYP. 3/16 -----`SPLICE ANGLE L2x2xl /4x2'-6" BOTH SIDES, CENTER ON SPLICE JOIST MANUFACTURER NOTE: PROVIDE TOP CHORD THICKNESS WITHIN 1/8" OF SPLICE ANGLE THICKNESS. SPLICE ANGLE DESIGNED FOR AXIAL LOAD ONLY JOIST COLLECTOR/CHORD SPLICE 1 SCALE: 3/4"=V-0" ST DER •011 �1 BOTH SIDES ;T MANUFACTURER 'MATCH ROOF SLOPE R9 P9 "' ----� � JOIST GIRDER TO SPLICE ANGLES TO HAVE 50 KSI COLUMN, SEE 8/S4.1 YIELD, MIN. JOIST GIRDER INTERIOR WALL AT ROOF INTERIOR WALL BRACE INTERIOR WALL BRACE AT FLUSH PILASTER COLLECTOR AT CMU WALL TYPICAL COLLECTOR JG SPLICE 16SCALE: 1 SCALE: 3/4"=V-0" 3/4"=V-0" 17SCALE: 3/4"=V-0" 1 SCALE: 3/4"=V-0" 1 SCALE: 3/4"=V-0" 0 SCALE: 3/4"=V-0" ® F F LOWE HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 ® REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ! 1 ISSUE DATE DATE DESCRIPTION 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 CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XXIM02 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. w i II • 0 G W�Lo •� Q �Nco O cc Q Q oQ o oZ°�' # = :$ 4 m O a� Q 3Wd 35 w (n Nolw- 0 o °O 0 2o,� 5 � c U cn M ## 1011 o v 2 0 • � ® o i M .0 a, J W e( �✓ LL. Z O LL ^/ LL O LL LL O LL j,� O LL � ® Z O ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-4,1 0 0 �1 rr If d it d Y C6 x M TL. EA STU 1 DRIVE-THRU CANOPY SCALE: 3/411=V-0" TY[ W-BEAM WORK POINT J/ O t-!_ -A I t H I UNAUt C.L. BRACE TO BEAM 6 SCALE: 3/411=l'-0" TYP. 16 GA. TRACK CONT. T.O. PARAPET L4x3x1 /4 LLH CONT ELEV. VARIES 4 ATTACH DECK TO CONT. C6 x 1 5/8 x 16 GA, ANGLE PER ROOF DIAPHRAGM MTL, STUDS AT 24" O.C. CONNECTION DIAGRAM DBL STUDS WHERE TOP OF PARAPET ELEV, EXCEEDS 36'-0" A.F.F. 3/16 3 EA STUD 1 /8 2" 3/16 4 16 GA TRACK W/ 2—#10 SCREWS AT 24" O.C, TO HSS GIRT —HSS 12x8x1/4 GIRT, CONNECT TO COL, 17'-4" A.F.F. A.F.F. PER 7/S4.2 O O I DRIVE-THRU CANOPY - 2 SCALE: 3/4"=V-0" HSS COLUMN I I I I I I HSS GIRT 3/16 3" I I I I I I I 1 i i I I I I I I I I SEAT ANGLE I I L4x4x3/8 x 0'-6" 3/16 3 I 1 3/16 GIRT TO COLUMN 7 SCALE: 3/4"=V-011 6'-0" 18,-0" M.O. 6'-0" 30'-0" NOTES: 8" CMU ALL VESTIBULc LOCATIONS. 1, SEE SHEET S2.1 FOR STEEL LINTEL SCHEDULE. SEE ARCH. SHEETS FOR FINISH. 2, SEE DETAIL 2S0.1 FOR TYPICAL MASONRY WALL OPENING. DETAILS. 11 DRIVE-THRU VESTIBULE DETAIL SCALE: 3/16"=V-0" 1 7 1 1A nnN1T FRAMING AT DRIV 12SCALE: 3/4"=V-0" 16 GA. TRACK CONT, 28'-8" A.F.F. L5x3x1 /4 LLH CONT, I I I i C6x8,2 AT 6'-0" O.C, I 14" ATTACH DECK TO CONT, INFILL BETWEEN W/ C6 x 1 5/8 x 16 GA. PATL , I I ANGLE PER ROOF DIAPHRAGM I CONNECTION DIAGRAM STUDS AT 24" O,C, I I 1 i I i 1 I I I 1 I I I 1 1 I 3/16 V 2 3/16 2 AT 12 I I I I 1 1 I I I I I I I I ! I I I I I I f I 1 I I 1 i I I I I I I I I I I I I I I I I I I I 1 I I I I I i I 3116V 2 AT 12 I I L5x3xl /4 LLH CONT. I I I I I I I 1 I i I i I I I I 1 1 I i I I 1 1 I I EACH C6 3/16 4 TO GIRT I I I i IFHSS 12x8x1 /4 GIRT 17'-4" A,F,F, 3 DRIVE-THRU CANOPY SCALE: 3/4"=V-0" 46'-8" 23'-4" 23'-4" , 8 BRACING ELEVATION SCALE: 1/8"=l'-0" JST. BRG. ELEV. 13' - 4" A. F. F. CMU BOND BM. WITH 2-#5 CONT,, 30'-0" LONG CENTERED ON DRIVE-THRU CANOPY BEARING PLATE 3/8" x 4" x 0'-8" W/ (2) 1 /2"o x 6" HSA'S E-THRU VEST,, I I I W16 LINTEL BEAM I OIL i I BOT. OF LINTEL ' 10' - 0" A. F, F. 3/8"x6"x0'-10" BEARING PLATE W/(2) 5/8"0 X 5" HSA'S, FIELD WELD BEAM TO PLATE GROUT SOLID BELOW BEAM BEARING LINTEL BEAM BEARING 1 SCALE: 3/4"=l'-0" AND BASE 'ER COLUMN 'E 5/16" OUTSIDE RADKIQ (TI/D 6'-0" 3/16 3" ��4 I I I I I 1 I ct II I I WIND STRUT I I HSS 3 1 /2x 2 1 /2x 3/16 I I I W-BEAM TO COL. CONN. SEE 10/S0.1 I I HSS COLUMN I I I I I I I I I I I I 4 WIND COLUM SCALE: 3/4"=l'-0" L3x3x1/4 CONT, ATTACH DECK TO HSS WIND STRUT W/ (2) CONNECTIONS PER FLUTE, SEE SHT. S0,1 FOR CONNECTOR TYPE -L4x4x1/4 HEADER L4x4x1 /4x0'-6" HEADER TO JOIST NATROOF 5 ATTACH DECK TO CONT, ANGLE PER ROOF f lAfll Ii'1A GARDE 9 SCALE: 3/4"=V-0" 1/2"0 HOLES r @ 48" O.C, IN 10 OR 11 GAGE PRIMED INSIDE AND OUTSIDE 1 /4"0 WEEP HOLES © 48" O.C. N CENTER ROOF "x3/16"xO'-3" PLATE SET IN MORTAR JOINT AT 48" O.C. SECT. AT WALL FEATURE 14SCALE: NONE (REFE RENCE RENCE DETAIL 6/A3.1) SLEEVE ANCHORS " O.C. 11 GAGE X 1" WIDE WELD TO ONE END CH PIECE BACKUP PL 3" 3/16 2 AT 12 CONT ANGLE _ SEE 9/S4,1 I I + I I + ------------------------------------------- + + WT5x4, SHAPE + I Ell, TOP FLANGE TO COLUMN I I I 1 W—BEAM TO COL. I ' I CONN. SEE 10/S0,1 I I I I I I I I 3/16 3/16 I I I JOIST AND JG STABILIZER i t PLATES SEE 8/S-4,1 1 ' WT9x25, SHAPE I TOP FLANGE 1 TO COLUMN 5 BRACED FRAME COLUMN SCALE: 3/4"=l'-0" M M,1 EXP, JOINT 1" 1'-2" 4" 5" i I I I I II I I I I SPLICE ANGLES SEE 14/S4.1 I I I II %JST BRG PL. F SEE 5/S4.1 It — 0— JOIST GIRDER II II I I I II I COL, BELOW EMBED PLATE SEE 6/S4,1 1® PLAN AT CORNER COLUMN SCALE: 3/411=V-0" C6 x M TL, EA STU( ;IRT EA. GIRT TO CAP PLATE x12"xCOL, DEPTH YP. FNDN. PLAN SS GIRT T, GARDEN CENTER FRONT WALL 0 15SCALE: 3/4"=V-0" - - -s LOWEIT HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 CITY, STATE CONTEMPORANEOUSL WITH ITS ISSUE DATE ON MXX102 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. r 1 c •__m • MR c* V) In F- Who Z md o Q =yz aQ �QuO oz # co zY�. _1 4 ad � M¢Z �W�a W 0J in N I-- 0 0 00 I °o� v • �00�0 A.{ _J Q uj Z p Q LL LL` Cr w 00 U. O U - W Z L.L � O <z ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-4,2 0 p p 1 L3x3xl /4 CONT. DISCONTINUE AT 7/S4.3 1 2 CMU CONTROL AND EXPANSION JOINATTACH DECK TO CONT. ANGLE l'-6n 10'-8" 12'-6" PER ROOF DIAPHRAGM W." I 1 CONNECTION DIAGRAM 13/S4,3 I- 6 S4.3 T.O. BEAM W-BEAM 1 ELEV. = 44 -0 A,F.F. i 1�7AN I 3/16 3 V- 12#-611 NATTACH DECK TO CONT, 3/16 4 TANGLE PER ROOF DIAPHRAGM ENTRY CANOPY 1 SCALE: 3/8"=l'-0" MC10x8.4 FRAME 19/S4.3 15/S4.OIL 3 T.O. BEAM ( W-BEAM I ELEV, = 33 -3 A.F.F. �` SEE PLAN HSS 4x4x1 /4 HSS 4x4x1 /4 S 4k 1 1 Q S4.3 OIL T.O. BEAM ELEV. = B.O. DECK W-BEAM SEE PI 4N\� 4 T.O. BEA ELEV. _ BRACING ELEVATION AT ENTRY CANOPY 2 SCALE: 1 /8"=V-0" GRID SEE PLAN � T.O. CMU ELEV. _ i SEE —ARCH, I 3 16 4 I / ATTACH DECK TO CONT. ANGLE PER ROOF DIAPHRAGM ATTACH EACH DECK TO - 1 CONNECTION DIAGRAM RIDGE BEAM AT 6" O.C. SEE SHT• S0.1 FOR CONNECTION TYPE EMBED PLATE 3/8"x4NO'-8" W/ (2) 1 /2" 0x6" HSA'S. `;' : °` 3/16 2 AT 12 INSTALL TO CENTER ( ON TOP EDGE OF CONT ANGLE. SPACE , f1.. ,. •••,, AT 48" O.C. '' BOND BEAM W/2-#5. FULLY GROUT 2 COURSES ' ABOVE AND 1 COURSE BELOW BOND BEAM L5x3xl /4 (LLH) CONT. DISCONTINUE AT CMU CONTROL JOINTS SEE CMU WALL REINF. SCHEDULE AND DIAGRAM FOR WALL REINF. ENTRY CANOPY 7 SCALE: 3/4"=V=0" 1 f f—HSS COLUMN I I 1 3/16 1 /4" CAP PLATE I BASE PLATE 1/2" x 8" WORK POINT x 1'-0" W/ (4) 3/4"0 14/S4.3 NOT USED 4 SCALE: 3/4"=V=0" ATTACH DECK AT 6" C SEE SHT. S-0.1 FOR CONNECTION TYPE 3/8" SHEAR TAB EA. SIDE W/ (2) 3/4" 0 A325N BOLTS PLAN, TYP. ENTRY CANOPY 8 SCALE: 3/4"=l'=0" L3x3x3/16 ENTRY CANOPY 9 SCALE: 3/4"=V=0" i HSS BRACE SEE 3/S4.3 I 3/16 V2 AT 12 L4x3xl /4 (LLV) CONT. 3/16V4 2 1 /4 -4 L6x3 1 /2x5/16xl'-Q" PLATE 3/8" AT EA. SIDE 1 HSS BRACE CL. (2) 3/4" HILTI HIT HY150 ANCHORS EA SIDE. 6 5/8" EMBED W BEAM 1" 3 1 /2" 1,+ 3/16 ENTRY CANOPY 1 OSCALE: 3/4"=V=0" W-BEAM TO COL i� 3/16 6 I I HSS COLUMN CONN SEE 10/S0.1 W-BEAM 3/16 3 III 1 /4" CAP PLATE 3/16 WORK POINT III I 1 A325N BOLTS ` + \� : I I \ I + 1 /4 4 (� EA. SIDEFF. PLATE +; ! BEARING PLATE 1 /2" x 8" x 1'-0" W/ (4) 1/2" 0 x 6" HSAS ENTRY CANOPY 12SCALE: 3/4"=l'-0" BASE PLATE 1 /2" x 6" i I + x 0'-10" W/ (4) 3/4"0 i t HSS COLUMN -� i 1 HSS BRACE �\` i 1 i A325N BOLTS HSS COLUMN---,,,` i r PLATE 3/8 AT 1 1 I I HSS BRACE C.L. r a 1 WORK POINT i l PLATE 3/8" AT 3/16 76 �� 3/16 4 HSS BRACE C.L. 3/16 4 HSS BRACE NTRY CANOPY 13SCALE: 3/4"=l'-0" BEARING PLATE 1 /2"X'x12" W/ co (2) 1 /2"0x6" HSAS HSAS 3/16 3 W-BEAM TO COL CONN SEE 10/S0.1 f-- W-BEAM HSS BRACE --- 1 3/16 6 W-BEAM I PLATE 3/8" AT 3/16 3 ENTRY CANOPY 1 SCALE: 3/4"=V-0" HSS BRACE C.L. ENTRY CANOPY 1 SCALE: 3/4"=1'-0" C (OPEN) CONNECTION DIAGRAM ENTRY CANOPY 6 SCALE: 3/4"=V=0" 3/16 V 4 X HSS BRACE HSS COLUMN 3/16 V �— BASE PLATE 1/2'A" x1'-10" W/ (6) 3/4" 0 A325N BOLTS WORK POINT 1 /4" STIFF, PLATE EA. SIDE W-BEAM 3/16 6 ENTRY CANOPY 1 SCALE: 3/4"=V=0" 1 HSS BRACE .' f pp Lo 3/16 3 WT7x30.5xl'-1" (4) 3/4" HILTI HIT HY150 ANCHORS. 6 5/8" EMBED ENTRY CANOPY SCALE: 3/4"=1'=0" 7'-4" 3' 8" 3'-8" -I N I , 1 /4" CAP PLATE I I N 1 /2"0 STD. HOLE (GRIND SMOOTH) 3 1 /2"0 STD. PIPE I o 2% STD. 2" TYP \ I 'o I PIPE (TYP.) M : 3/16, 3/16 _ _ _ - _ END PLATE (TYP.) SECTION $$C-C" SCALE N.T.S. C SHOP FAB 2"x3" (OPEN) OPENING IN PIPE I ie GRID FOR CABLE. REINFORCE W/ B B 1/4" PLATES0.1 I M 6% STD. ROOF PIPE LINE 12" 0 xl /2" THICK PLATE (2 JOIST REQ'D) W/(8) 5/8"0 GRID F I I HOLES ON A 9" BOLT HOLE GIRDER c•� i N CIRCLE BOTTOM PL. (4) A 5/8.0 HOLES ON TOP PL A i i BOLT PLATES W/ (4) 1 /2% PLATE i BOLTS W/ NUTS AND ^) 1 4"xAS SHOP FAB 2 x3 I I I (JOISTS & LOCKWASHERS `NI45° SHOWN `ti / OPENING IN PIPE I 1 ROOFING 11 FOR CABLE. 1 OMITTED FOR x0 -6REINFORCE W/ i i CLARITY) 1 /4" PLATES 1 1 y� � OF 2"X3"HOLE * % A325 BOLTS A 1 32'-0" IND (4) 1 /2 ICATES A DIMENSION WHICH BOTTOM FLANGE OF WELD . i i A SHOULD BE FIELD VERIFIED LINTEL 3/16" PLATE FULL WIDTH OF AWNING " " 1 1 ING 19/S4.3 WT9x20 SUPPORT MC1Ox8.4 (NOTCH AT CHANNEL) 7 SECTION SCALE N.T.S. A -A (OPEN) I I ®OLDMN HSS 6x6x1/4 +� 2x2x3/16 ANGLE CONT. BOSS SEE PLANS B.O. STL. -ilk,12 3/4 & AT BOTH ENDS FOR LOCATIONS ELEV. 11' = -4" 3/4"0 A325 BOLTS MC10x8.4 � L6x4x5/16 � (4) DRAINAGE SLOTS 2"x8" EQUALLY SPACED SECTION "B-B" TO ANGLE ® 32" O.C. 19/S4.3 �" / 20 54,3 TYP. 3/16'+ WT9x2O (3 4"0 EXP. BEYOND) ANCHORS TO LINTEL 1" SHOP WELD IN END CHANNEL (TYP BOTH ENDS) GRID sc ... SECTION A -A PL. 3"x3/8" CONT. EXIT CANOPY PLAN CANOPY SHOP WELD TO CANOPY ®RAIN SECTION AT SATELLITE SUPPORT "_ ,_ " LINTEL21 ,= , "4 -1 0 ENTRY AND EXIT 20SCALE: 3/4"=V-0" (ENTRY AND EXIT) SCALE: N.T.S. 1 � SCALE: 3/4 -1-0 19SCALE: 3/ ( ) • u 4'-0" u 8'-0„ 19/S4.3sue,. — 22'-0" FAB IN THREE PIECES WT9x20 ® 48" O.C. (TYP.) 18'-0"* 4'-0"* ie 1 A -A 18/S4.3 SIMILAR 4'-0" 8'-0" 8' -8" 32'-0" 22'-0" 11 WT9x20 SUPPORT BOSS * INDICATES A DIMENSION WHICH - SHOULD BE FIELD VERIFIED 1"0 A325 BOLT -� ENTRY CANOPY PLAN Cl, CANOPY BRACKET ELEV. = 18'-0" 7SCALE: 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'-0"* 24'-0"* 4'-n"* (4) 1 /2 0 BOLTS 1 1/2"0 X-S PIPE / i 6'-0" I / 12 I 12 4 / I / L2x2x3/16, TYP. --MC10x8.4 FRAME A 2% X-S PIPE x 12" LONG ,/ FULL PENETRATION WELDS REQ'D AT WT BEAM AND WT WT9x2O / BOSS TOP FLANGES TO MC10 1 % A325 BOLT I FLANGE 3/16" PLATE 6x6xl /4 BACKING PLATE 1 /2"Ox8" HSA AT 32" MAX 8" MIN. BOND BEAM WITH 3/16 V PLATE - 1 /4"x6" 6"0 ST[ PIPE I I c ® R HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ® ISSUE DATE ISSUE DATE DATE DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'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 XXIXX(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. • , 2:�1� cn�0 ®CIO J CD � ' F, 0 md ®�cn� cz la v =Qi.t # �, � maz� t;-jo Q 3wCL i cy w in CV J r- • 0 0 0�,0 o 00 � E cad • �o00 f a O W Q z ®J LL � LL Q L- O LL uw Z LL O a Q ���^^ • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-4.3 i SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, 302-1022 /FAX (407)X3308Sanford, F1. 32772 (407 5677 Pager (407) 918-0388 Plans Review Sheet Date: May 24, 2002 Business Address: 3780 S. Orlando Drive Occ. Ch. 36 Mercantile (170,680 sq. ft type IV construction.) Business Name: Lowe' s Home Center Ph. Fax(336 658-4000 (336)658--3257 Contractor: Unknown (Pending) Architect: Taylor Scott Architects, INC Ph. (918) 587-8600 Fax (918) 587-8601 s �, Reviewed [ ] WOW)with �Comnient [�1 Rejected Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: applicable code Plans reviewed as Mercantile Occupancy. FD reserves right to require requirements if occupancy use changes. Sprinkler plans to be submitted for review, Fire c�lccrm clest �-crna::r e�,��«��::U��� .,�.� �..r_. cted, 170, 680 sq ft with automatic 1.1 Application — New Building. Type IV unprote fire sprinklered 1.2Mixed —Shall comply with 6.1.1.4 1.3 Special Definitions —Special Purpose Bulk Merchandise 1.4 Classification of Occupancy — Class "A " Mercantile 1.5 Classification of Hazard of Contents —High Hazard, per 36.1.5.2 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — 0.K.(816" of combined EXIT space) 2.3 Capacity of Egress — O.K. (Engineered per plans T-1.0) 1 SANFORD FIRE DEPARTMENT _ FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-1022 /FAX (407) 330-5677 Pager (407) 918-0388 2.5 Arrangement of Egress — O.K., Per L.S.0 36-2.6>200 ft. maximum gavel distance. Per L. S. C. 36-2.5.2> dead end corridors shall not exceed 50 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 verify 2.9 Emergency Lighting Fade Depatt?ientaufralequre e er en�c Alt hts zr "MAIN-L,TPUCA SHUT' OF 2.10 Marking of Means of Egress — O.K.; will field verify (see page T-1.1.) 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — Fire Dept. will require inspection to verify "smoke blocking" 3.2 Protection from Hazards - Building has afire sprinkler system through out. (E.S.F.R. K-25 fire sprinkler heads for the high rack combustible storage)& dry system two (2) outside areas in case of freezing. 3.3 Interior Finish — Class "A or B --tu rulalling nCquiremen[s — as per 1N11YA #lU the following applies: 1- 40 A rated Fire Extinguisher every 75' ft >Totaling (44) (1) Foam fire extin uisher for high chlorine storage area 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-1022 /FAX (407) 330-5677 Pager (407) 918-0388 Three Q) "C" rated. Fire Extinguisher required for two Q electrical rooms & Fire Pump Room 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — Label all doors leading to the fire alarm control room" MAIN FIRE ALARM PANEL INSIDE" Also Place Sign above Fire Test Header Reading "Do not use For Test Purposes Only" (place sign above 5" STORZ) Monitoring: Required by a U.L. listed Central Station for all mandated fire Sprinklered pxope ies (31JX'UL�Mponeiction box required) Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: Building has fire sprinkler system; (however a CLEAR AREA will be dedicated for Emergency services and Fire Department ambulance required) 3-6.1 Key Box — Required; will field verify room) SEE APLICATI©NATTACHED Model#.��270 0e{/ w— 'd ..............v,,,,,,a�11�',>___...,.,....,'. ....,..,u......`._...,>w�Y,.....,..:..,...._,_..:.,,✓..✓ii,^3..,,;,_.:rc:>r,.....u'�Atv.P,h cb,"v"'.. - 1;�. N:Kr'&X. 3 FIRE PROTECTION NOTES SPRINKLER SHOP DRAWINGS, INCLUDING HYDRAULIC CALCULATIONS, WILL BE SUBMITTED AT A LATER DATE BY THE FIRE SPRINKLER CONTRACTOR. THE ENTIRE BUILDING SHALL BE FULLY SPRINKLERED. THE ENTIRE eq,G FIRE PROTECTION SYSTEM SHALL MEET APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES, AND MUST BE APPROVED BY �J LOWE'S & THE LOCAL AUTHORITIES HAVING JURISDICTION. THE DESIGN CRITERIA LISTED ON THIS SHEET ARE MINIMUM REQUIREMENTS ACCEPTABLE BY LOWE'S. THE SPRINKLER SYSTEMS SHALL BE MONITORED BY A CENTRAL STATION SIGNALING SYSTEM FURNISHED AND INSTALLED BY LOWE'S. ALL TAMPER SWITCHES, WATERFLOW SWITCHES, AND PRESSURE SWITCHES SHALL BE INSTALLED BY THE SPRINKLER SUBCONTRACTOR AND WIRED TO THE CENTRAL STATION SIGNALING SYSTEM BY THE 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. MAXIMUM SYSTEM SIZE SHALL BE 52,000 SQ. FT., 40,000 SO. FT. TOTAL STORAGE AREA. Ell" GA OF PF DE E)I TE N REVIEWED By:.� Sanford Fire Date: ntio Div, 1500 GPM AT 95 PSI ELECTRIC / DOUBLE DETECTOR FIRE PUMP INSTALLATION SHALL CHECK BDETECT W BE PROVIDED IN THE FIRE PREVENTER SHALL SPRINKLER RISER ROOM. BE PROVIDED AT DESIGN CRITERIA FOR FRONT OFFICE SYSTEM #4 THE PROPERTY LINE. a/ -ET SYSTEM RDINARY HAZARD GROUP II PROTECTION AREA PER SPRINKLER SHALL BE A MAXIMUM OF 130 SO. FT. DESIGN DENSITY: 0.20 GPM/SQ. FT. OVER 1,500 SO. FT. (NFPA 13) — TEMPERATURE RATING OF SPRINKLERS: ORDINARY ELECTRICAL CLOSET NO A/S PER NFPA-13, PARAGRAPH C ^I 7 A 1 I \/l T'n'T'I!'%A I[ A TI lm/ l Inl I n DESIGN CRITERIA FOR CUSTOMER LOADING CAk6PY AND VESTIBULF�AREA (SYSTEM W. DRY SYSTEM Ll_� - ORDINARY HAZARD GROUP II - PROTECTION AREA PER SPRINKLER SHALL BE A MAXIMUM OF 130 SQ. FT. -DESIGN DENSITY: 0.20 GPM/SQ. FT. OVER 1,950 SQ. FT. (NFPA 13) -EXPOSED STRUCTURE -TEMPERATURE RATING OF SPRINKLERS: INTERMEDIATE t. a W E OSVO HOME CENTERS, INC. P.O. BOX 1111 N. VVILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE L� ISSUE DATE DATE 1 1 DESCRIPTION TH,S DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN "'HOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS. INC. COPYRIGHT 2001 ALL RIGHTS RESERVED • O M C9 \ X z N o �mg 00 U o '0 p N W � p rn� E I M � n i0 O w Cpp �N W Y 8J I Y V N • • 0 s H m I-, Lo LL co 0� U to Z N M O 1 0 LO m U) w CO z m J m Q., w Y U w_ 0 U Ln m z m z Ln o Ln I+I (T O Z o z ~ V1 U w _ o_ ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: FIRE PROTECTION FLOOR PLAN SCALE: 1 " = 20' DRAWING NUMBER: FP-0 �LOWE V HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 I • • FIRE PROTECTION SUPERVISORY SYSTEM NOTES 1. A MICROPROCESSOR —BASED MULTIPLEX FIRE ALARM SYSTEM WITH ADDRESSABLE INITIATION DEVICES IS REQUIRED. THE RISER DIAGRAM IS BASED AROUND A MULTIPLEX ADDRESSABLE SYSTEM. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY AN APPROVED CENTRAL STATION MONITORING SERVICE. INTERFACE WILL BE FULLY LISTED AND APPROVED FOR THIS PURPOSE. 2. A MINIMUM OF 20% EXCESS CAPACITY IS REQUIRED ON EACH SIGNALING LINE CIRCUIT (SLC). 3. SIGNALING LINE CIRCUITS SHALL BE CLASS B, STYLE 4 MINIMUM. INITIATING DEVICE CIRCUITS SHALL BE CLASS B, STYLE B MINIMUM. NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B, STYLE Y MINIMUM. 4. WALL MOUNTED A/V UNITS SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 IN AND NOT GREATER THAN 96 INCHES ABOVE THE FINISHED FLOOR_ 5. OUTDOOR DEVICES SHALL BE 'MOUNTED I ON CAST WEATHERPROOF OUTLET BOXES (2 GANG BELL BOX) -WITH RUBBER GASKET. 6• A 10" ELECTRIC BELL MOUNTED AT 10' ABOVE FINISHED GRADE IS REQUIRED ABOVE THE SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTION AND IS ACTIVATED UPON WATER FLOW. 7. THE 15 CD STROBE LIGHT SHALL BE PLACED WITHIN THE CONTROL"ROOM ROOM AT 8d IN - (2,030 MM) ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE ,SPACE, OR SYSTEM OPERATION, TESTING, TURN OVER, WARRANTY, COMPLIANCE, AND AFTER MARKET SERVICE SHALL BE PROVIDED BY THE FIRE ALARM VENDOR. 8. THE FIRE ALARM VENDOR SHALL COORDINATE THE PROVISION,,.A FINAL DEVICE INSTALLATION OF IN —ROOM SMOKE DETECTORS THROUGHOUT THE OFFICES WITH TH AHJ %IF •REQUIRED'�� 9. EGRESS DOORS EQUIPPED WITH TIME DELAY HARDWARE SHALL HAVE APPROVED CONTROL DEVICES WHICH SHALL UNLOCK IN ACCORDANCE WITH THE FOLLOWI G ITEMS: A. ACTUATION OF AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 9.7, OR UPON THE ACTUATION OF ANY HEAT DETECTOR OR ACTIVATION OF NOT . MORE .THAN TWO, ,SMOKE :DETECTORS OF AN APPROVED, SUPERVISED AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE WITH SECTION -9.6, NFPA ,101 '(2000).' B. LOSS OF POWER CONTROLLING THE LOCK OR LOCKING MECHANISM. C. LOSS OF NORMAL AND EMERGENCY POWER TO THE BUILDING. D. LOSS OF POWER TO FIRE ALARM CONTROL PANEL. E. CAPABILITY OF BEING UNLOCKED MANUALLY BY A SIGNAL FROM AN EMERGENCY CONTROL STATION. F. THE INITIATION OF AN IRREVERSIBLE- THAT SHALL RELEASE THE LOCK WITHIN 15 .SECONDS UPON APPLICATION 'OF A `, FORCE TO :THE RELEASE 'DEVICE REQUIRED IN 7.2.1.5.4 THAT SHALL NOT . BE REQUIREDTO (EXCEED 15 1LBF .(67 N) NOR BE REQUIRED TO BE CONTINUOUSLY APPLILED FOR -MORE THAN 3 SECONDS. THE INITIATION OF THE RELEASE PROCESS ,,SHALL ACTIVATE AN AUDIBLE "SIGNAL IN THE VICINITY OF THE `BOOR. ONCE THE DOOR LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE -RELEASING DEVICE, RELOCKIING SHALL BE BY MANUAL MEANS ONLY.'' G. INITIATION OF THE IRREVERSIBLE PROCESS SHALL ACTIVATE AN AUDIBLE ALARM IN THE VICINITY OF THE DOOR. H. A SIGN ,HAVING ,BLOCK ;LETTERS OF 1 :INCH_ (25 MM) IN HEIGHT,SHALL ,BE -PROVIDED ON THE .DOOR ,ABOVE AND WITHIN 12 ',INCHES `(305MM) OF, THE RELEASE DEVICE STATING "PUSH UNTIL ;ALARM .SOUNDS. DOOR'%"CAN : BE OPENED IN 15 SECONDS." I. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A SPECIAL LOCKING DEVICE BEFORE ENTERING AN EXIT. 10. THE FIRE PROTECTION SUPERVISORY PANEL AND ANNUNICIATOR SHALL BE MOUNTED AT 60" TO CENTER OF BOX, ABOVE FINISH FLOOR. POPIT PANEL AT RISER LOCATION 1 — AO (TYPICAL OF ALL) PT. # POINT TO BE ANNUNCIATED AS DETECTOR DETAILS FIRE ALARM SUPERVISORY ALARM TROUBLE 1 BELL TROUBLE X 2 HORN/STROBE TROUBLE X 3 SPARE 4 SPARE 5 SPARE 6 SPARE 7 SPARE 8 SPARE 9 TELE/DATA ROOM SMOKE DETECT X 10 RISER #1 FLOW X 11 RISER #1 TAMPER X 12 RISER #2 FLOW X 13 RISER #2 TAMPER X 14 RISER #3 FLOW X 15 RISER #3 TAMPER X 16 RISER #4 FLOW X 17 RISER #4 TAMPER X 18 RISER #5 PRESSURE FLOW X 19 RISER #5 TAMPER X 20 RISER #5 HI —LOW AIR X 21 RISER #6 PRESSURE FLOW X 22 RISER #6 TAMPER X 23 RISER #6 HI -LOW AIR X 24 RISER #7 IN -RACK FLOW X 25 RISER #7 IN -RACK TAMPER X 26 MAIN OS&Y #1 TAMPER X 27 MAIN OS&Y #2 TAMPER X 28 PUMP TEST OS&Y #1 TAMPER X. 29 PUMP TEST OS&Y #2 TAMPER X 30 PUMP TEST OS&Y #3 TAMPER X 31 PUMP BY-PASS OS&Y #1 TAMPER X 32 PUMP BY-PASS OS&Y #2 TAMPER X 33 FIRE PUMP RUNNING X 34 FIRE PUMP POWER FAIL X 35 FIRE PUMP PHASE REVERSAL X 36 SPARE 37 SPARE 38 DUCT DETECTOR RTU #1 X 39 DUCT DETECTOR RTU #2 X 40 DUCT DETECTOR RTU #3 X 41 DUCT DETECTOR RTU #4 X 42 DUCT DETECTOR RTU #5 X 43 DUCT DETECTOR RTU #6 X 44 DUCT DETECTOR RTU #7 X 45 DUCT DETECTOR RTU #8. X PT. # POINT TO BE ANNUNCIATED AS DETECTOR DETAILS FIRE ALARM SUPERVISORY ALARM TROUBLE 46 DUCT DETECTOR RTU #9 X 47 DUCT DETECTOR RTU #10 X 48 DUCT DETECTOR RTU #11 X 49 DUCT DETECTOR RTU #12 X 50 DUCT DETECTOR RTU #13 X 51 DUCT DETECTOR RTU #14 X 52 DUCT DETECTOR RTU #15 X 53 DUCT DETECTOR RTU #16 X 54 DUCT DETECTOR RTU #17 X 55 DUCT DETECTOR RTU #18 X 56 DUCT DETECTOR RTU #19 X 57 DUCT DETECTOR RTU #20 X 58 SPARE 59 SPARE 60 SPARE 61 SPARE 62 SPARE 63 TELE/COMP ROOM PULL X 64 SERVICE DESK PULL X 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 All "fire °dlorrrl wiring must annunciate a trouble alarm during open and ground fault Conditions. Additionally all 'output "circuits ;(Horns/Strobe) are required to annunciate a trouble alarm during a wire to wire short condition: The Fire Alarm System will -be Jested ,by .the owner's representatives to the criteria of Tables 3-5 and 3=7.1 `of the 1999 'NFPA 72." FIRE PUMP PHASE REVERSAL II--4 FIRE PUMP POWER FAIL !1-4 FIRE PUMP RUN T PUMP BY-PASS OS&Y #2 rl� PUMP BY—PASS OS&Y #1 - n PUMP TEST OS&Y #3 — n PUMP TEST OS&Y #2 — — n PUMP TEST OS&Y #1 — — n MAIN OS&Y -#2 n MAIN OS #1 NOTE': FACPJ SHALL BE MONITORED BY RISER #5 AN U,.L. APPROVED CENTRAL MONITORING STATION VIA DACT. `" RISER #6 j 6S� 10 TEL/COMP ROOM SMOKE WF RISER #1 SD WF RISER #2 S,�0 WF RISER #3 wF RISER #4 RISER #5 - RADIONICS D9112 FIRE ALARM PF CONTROL PANEL RISER #6 PF RJ31X 0192 0192 RISER IN —RACK LINE 1 I 8132 WF RISER # 1 LINE 2 T � 8125 r RISER #2 T RISER #3 1 _ T RISER #4 1 — B RISER #5 H/V H/V T RISER #6 � D�256 ANNUNCIATOR [�r RISER IN —RACK 11_0 1 A2 SGALF (2) MANUAL PULLS N.T.S. DUCT DET RTU #20 DUCT DET RTU #19 DUCT DET RTU #18 DUCT DET RTU # 17 DUCT DET RTU #16 DUCT DET RTU # 15 DUCT DET RTU #14 DUCT DET RTU #13 DUCT DET RTU # 12 DUCT DET RTU #11 DUCT DET RTU #10 DUCT DET RTU #9 DUCT DET RTU #8 DUCT DET RTU #7 DUCT DET RTU #6 DUCT DET RTU #5 DUCT DET RTU #4 DUCT DET RTU #3 DUCT DET RTU #2 DUCT DET RTU #1 SEQUENCE OF OPERATIONS U o v z o U NOTES: Li w w a- w Cnn CENTRAL STATION TO RECEIVE SEPARATE Q _j Li AND DISTINCT SIGNALS. o� w o a_ w 0 z a- A) FIRE ALARM Y (n Q n Q B) SUPERVISORY ALARM Q z Li z 0 o C) TROUBLE ALARM 3: (n Q :�i o i 0 z 0 0 0 0 0 O z z z z z v O O O O O L� J C0 > > > > > 0 C~.� C~.0 X X X ACTIVATES HORNS/STROBES TRANSMIT SIGNAL TO APPROVED CENTRAL STATION X X X X X X ALARM MONITORING SERVICE X ACTIVATES EXTERIOR BELL X INDIVIDUAL RTU SHUTDOWN 9112 9112 9112 9112 - WIRING METHODS ALWAYS BREAK A WIRE BEFORE CONNECTING IT TO A FIRE ALARM DEVICE, NEVER LOOP AN UNBROKEN WIRE UNDER ANY TERMINAL. CORRECT tINCORRECT CONNECT ONLY TWO WIRES UNDER EACH WIRE NUT OR TERMINAL. CORRECT INCORRECT L1�1 T IINCORRECT HORN/STROBE WIRING DIAGRAM IN OUT IN OUT + - + - + - + - CLASS B, STYLE Y(-) (+) NAC CIRCUIT (+)I (+) NAC CIRCUIT (+) MAC CIRCUIT (-) (-) NAC CIRCUIT (-> 1. OBSERVE POLARITY AND MAINTAIN CONSISTANCY THROUGHOUT ALL WIRING. 2. IDENTIFY CIRCUITS AT EACH TERMINATION AND AT POWER SUPPLY PANEL AS INDICATED ON DRAWING. 3. IDENTIFY END OF LINE RESISTOR LOCATION OF EVERY CIRCUIT SO IT IS VISABLE FROM THE FLOOR. 4. STROBE LIGHTS SHALL MOUNT TO A 4" SQUARE x 2 1/8 " DEEP. I INDICATIN.GI: [DEVICE [DETAIL SCALE N.T.S. TE »IP WA REVOR POPEX 1 POPEX 2 (IF APPLICABLE) POPIT LAYOUT DETAIL aUan5 3oo3 Ao-� + + I 1 + -1- MQ 0® 0 00 0000® D8127 D8127 D8127 D8127 POPIT POPIT POPIT POPIT DATA DATA DATA DATA - + LOO - + L00 - &LOOP LOOP Q ® O (D O NEGATIVE (-) POSITIVE (+) q `UP TO 63 POPITS ZONE EXPANSION LOOP MO D® M® MC D8127 D8127 D8127 D8127 POPIT POPIT POPIT POPIT DATA DATA DATA DATA - + LOO ZONEX POWER + ZONEX COMMON ZONEX OUT 1 O Q Q Q Q 0 ZONEX IN 1 ZONE OUT 2 NEGATIVE (-) ZONEX IN 2 POSITIVE (+) �UP 63 PORTS D9112 ZONE EXPANSION LOOP TO COMMUNICATOR Q = POPIT SENSOR LOOP (TYPICAL OF TO 63 PLACES) 50 EXZONEISN 2Q = 33K OHM END -OF -LINE RESISTOR (TYPICAL UP TO 63 PLACES) = POPIT SWITCH BLOCK (TYPICAL UP TO 63 PLACES) / MANUAL PULL STATION SCALE N.T.S. < < FIRE ALARM SYSTEM LEGEND > > 4r FPSP i FIRE PROTECTION SUPERVISORY PANEL RADIONICS 9112 ADD DUCT SMOKE DETECTOR / !/ LA LOW AIR SUPERVISORY SWITCH —I� N.O. NORMALLY OPEN MOUNT @ 60" AFF TO CENTER P DRY NORMALLY OPEN CONTACTS SLC SIGNALLING LINE CIRCUIT j ANN. REMOTE ANNUNCIATOR RADIONICS D1256 ❑M MONITOR MODULE r� SPRINKLER SYSTEM CONTROL VALVE v SUPERVISORY TAMPER SWITCH END OF LINE RESISTOR / DEVICE IOC INITIATING DEVICE CIRCUIT MOUNT ® 60" AFF TO CENTER RADIONICS D9127U POPIT MANUAL PULL STATION11� MOUNTED AT 48" AFF B WATERFLOW ALARM BELL SD SMOKE DETECTOR �O REVISION NO. X MNF NAC MANUFACTURER NOTIFICATION APPLIANCE CIRCUIT RADIONICS D461 HORN / STROBE (83 dBA, / 75 cd) O WATER FLOW INDICATOR SWITCH // y)F WATERFLOW ALARM PRESSURE SWITCH TBL TROUBLE H/V AS-121575W-FR P WP WEATHERPROOF DATA EXPANSION LOOP BUTTERFLY CONTROL VALVE TAMPER SWITCH S WIRE LEGEND A INITIATING DEVICE COMMUNICATION CIRCUIT 1pr #16 AWG B NOTIFICATION CIRCUIT 1pr #14 AWG TWISTED C FIRE ALARM SYSTEM ANNUNICATORS 2pr #18s TWISTED (ONE pr FOR COMMUNICATION AND ONE pr FOR POWER TO COME FROM THE KEYPAD AUX POWER IN THE D9112 FIRE ALARM PANEL) D DATA COMMUNICATION CIRCUIT 18 AWG 4 CONDUCTOR TWISTED, 6 TWIST PER FOOT MIN. MULTIPLE CABLES NOTE: FA. ANNUNICATOR CIRCUITS BOTH COMMUNICATION AND POWER CAN BE T-TAPPED THIS IS THE ONLY CIRCUIT THAT CAN BE T-TAPPED. REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION n L 0120 • • Co d� Ca LO N Op M d- �"`•gyp' .Q Z �0 Z Co rQ U) �s �w Z1 m ro LQi J c:P Fy U I Qd frrJ:;r 4 N s� Z Yi NNU) +� r PQr, = Cfl "LII" r , F 4AW L ! 4; F®+M Z M t. Z to ' I z Z N r a.: M d � a°a��xc asw • • I— �O o� U O — Z N Q U w > cn � Q of O�NQ Z >�< U of C7 u-5 LL ZCV � O zN �(y) O o6 LO m CD U W (6z z Y U C3 zcn �O "z �~„ o `J w 00 Cz 00 N LO U (D m • • U) o J U C0m LU ❑ w U w U LU 0 Z ®'� 0 U) elf U>_ poi W 0 LL � LL 0 U)O O 0- � - LL 0 O� W wWzLLZ Z w IL U) ® U) U) a • • ORIGINAL ISSUE DATE: 04.15.02 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: FA2 SNFL FA02 02.22.02 0 0 rl • =L I I HL f ULLOWING DEVICES IN RISER ROOM: M 1 — SALES AREA 1 M 2 — SALES & STAGING AREAS 1 M 3 — SALES AREA 1 M 4 — SALES, RECEIVING & OFFICE AREAS 1 M 5 — GARDEN CENTER 1 M 6 — GARDEN CENTER & FRONT CANOPIES 1 M 7 — IN —RACK SYSTEM 1 SPRINKLER PS 115 PUMP CONTROLLE FIRE PUMP FLOW, 1 1 TAMPER CART FLOW, 1 TAMPER STORAGE FLOW, 1 TAMPER 116 J FLOW, 1 TAMPERPRESSURE // PRESSURE FLOW, �1 TAMPER, �13 HI —LOW ,�AlR FLOW, (1) TAMPER /� #1 TELEPHONE f 114 —CONNECT TAMPER SWITCHES TO ALL VALVES ON INCOMING MAIN LINE AS APPLICABLE FIRE ALARM ANNUNCIATOR PANEL CONNECT FIRE PUMP MONITORING SENSORS (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP REVERSAL SENSORS. COORDINATE WITH SPRINKLER CONTRACTOR. il e) e FIRE ALARM CONTROL PANEL • VESTIBULE 1 11 ELECTRICAL ROOM 2 _, 2 R41 RE ALARM ANNUNCIATOR PANEL RETURNS 110 1 L A"r0L�T `J� `iALF_ 1/011 = 1I-oII Z FOYER 106 MONEY 107 PICK-UP 1 co ` 108 c r J I IVI D UL LLULIN U ® FIRE ALARM CONTROL PANEL O AUTOMATIC DETECTION AND SUPERVISORY SIGNALS ® FIRE ALARM KEYPAD/ANNUNCIATOR O SMOKE DETECTOR MANUAL ALARM MANUAL PULL STATION (MOUNT @ 48" AFF) SMOKE DETECTOR IN DUCT. 0< SPEAKER/HORN (85 db ELECTRIC HORN) FLOW DETECTOR/SWITCH m< HORN WITH STROBE (85 db HORN WITH 75 cd STROBE @ 80" AFF) PRESSURE DETECTOR/SWITCH o\ STROBE ONLY (75 cd STROBE @ 80" AFF) TAMPER DETECTOR/SWITCH B EXTERIOR FIRE BELL (GONG) • L 0 W ErSr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS OPRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION co �r cn 0 N H ( M N� ►-� Z G� m� w X 3C4 N Z N ca W W Z �p Z M Fj ~ H m W I z W 60 na F- �o o r- U Z O > U w � Q of (/) O Q Ott co Z O >Q :2 U LLJ V) N t� O O zN M W 00 ■ r M� cn c° u wzJ� Z F•L� Y W U O ® VL w O I.._ O C/) o T 4F�--11 w 06 V Ot� N wUM o_ Q U m 0 w Y U w U w o U Z � C) O� N Ld_ _;t U �- C) O w0 Ofw LL OW 000o I..L N wLL"Oo w z wZ Lu 0- �Qzw LLU) -iU)Wa ORIGINAL ISSUE DATE: 04.15.02 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: FAl SNFL FA01 02.22.02 • I 1-ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES 2-PROVIDE UL APPROVED FIRE STOPS FOR ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. ALL PIPE PENETRATIONS SHALL BE SEALED TO PREVENT SMOKE PASSAGE. 3-THIS DETAIL SHOWS PROSET FIRESTOP PENETRATORS, INSTALL OTHER BRANDS PER THEIR LISTED INSTALLATION INSTRUCTIONS. UL CLASSIFIED SYSTEM 2 HOUR FIRE RATED THROUGH / CAR 1205 TREMOO PENETRATION FIRESTOP FOR SINGLE METAL PIPE THROUGH 3735 GREEN ROAD CONCRETE FLOORS OR BLOCK BEACHIWOOD, OHIO 44122 PRODUCTS 94OWN ARE BY TREMOO. 3M. HIL11 AND F-RATING - 2 hours T-RATING - 0 hours WALLS USING P . L-RATING AT AMBIENT - LESS THAN 1 CFM/sq.f . IPC MAY BE USED UPON APPROVED SUBMITTALS. L-RATING AT 400 F - LESS THAN 1 CFM/sq.ft 1 4 + 3 © 4 O PRE -RATED CONCRETE FLOOR OR BLACK WALLS - MIN. 4-1/r THICKNESS. THE ANNULAR SPACE RANGE SHALL BE MIN. Cr to MAX. 7/ir FOR THIS FIRImm SYSTEM. ® METALLIC PIPE > STEEL STEEL CONDUIT NOM. 4- DAM` (orw STEEL. CONDUIT,, OR EMT. > COPPER PIPE — 3' DWI. (or smaller) REGULAR (or heavier COPPER. CAST > IRON PIPE - 1r DWI. (or wnaller) CAST 8R DUna IRON. > COPPER TUBING - 3- DTAM. (or smaller) TYPE L (or heavier) COPPER. O PACKING MATERIAL - MIN. 4r THICKNESS OF MINERAL WOOL MIN. 4.0 pef.) INSULATION. FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. O TREMstop ACRYLIC - MIN. 1/r 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 TREMOO 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 STANDARD • ASTM E814 (UL1479) STANDARD TEST METHOD (U TEST MET CRITERIA' TREMCO SHALL NOT BE LIABLE FOR ANY DAM AGES. FOR THROUGH PENETRATION FIR DIRECT OR CONSEQUENTIA, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL. FOUND TO BE DEFECTIVE UL CLASSIFIEDSYSTEM G►I CAJ1187 2 HOUR FIRE RATED THROUGH TREMCD PENETRATION FIRESTOP FOR 3735 GREEN ROAD SINGLE METAL PIPE THROUGH CONCRETE FLOORS OR BLOCK S RE WALLS USING FY-SHIELD. BEACHWOOD• OHIO 44122 F-RATING - 2 hours pRomm SHOWN.ARE BY TREMC0.`3M. HILTI, °AND., T-RATING - 0 hours IPC MAY BE USED UPON APPROVED SUBMRTALS. 5 77/ O PRE -RATED CONCRETE FLOOR OR BLDCC WALLS - MIN. 4-1/r THICMESS. ® METALLIC SLEEVE - (OPTIONAL) - NOM. 13' for srrailer) SCH. 30 (or heaver) STEEL PIPE g CAST OR GROUTED INTO OR WALL ASSEMBLY. O3 STEEL PIPE -NTH or heavier) STEEL PIPE. DACE = (11/ ANNULAR BE N.40 MAX. 33-1/f. O FORMING MATERIAL - (NOT SHOWN. OPTIONAL) - NOM. 1- THICK POLYURETHANE BACKER ROD FIRMLY PACKED INTO THE OPENING AS A PERMANENT FORM. ® FYRE-SHIELD - MIN. 1/r THICKNESS OF SEALANT APPLIED WITHIN ANNULUS, FLUSH 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 • ASTM E814 (UL1479) STANDARD TEST METHOD CRTTMk TREMCO DAM SHALL NOT BE LIABLE FOR ANYAGES, FOR THROUGH PENETRATION FlRESTOPPMET DIRECT OR CONSEQUnA. RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMCO SHALL L ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. UL CLASSIFIED SYSTEM 2& t-1/2_ HOUR .FIRE RATE o THRouGH TREMCO PENETRATION FIRESTOP FOR PLASTIC PIPE (PVC) THROUGH CONCRETE FLOORS 3735 GREEN ROAD BEACHWOOD. OHIO 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 TREMOO. 3M. HLTI, AND IPC MAY BE USED UPON APPROVED SUBMTTTALs. t PRE -RATED FLOOR OR WALL ASSEMBLY - MIN. 4-1/2- THICK CONCRETE ® PLASTIC PIPE — 1-1/r DAM (or smatter SCH. 40 PVC PIPE. t-1/r DUO. (or andler) SDR11 or SDR13.5 CPVC PIPE. FIRESTOP SYSTEMS - THE *r AND -T- RATINGS WILL VARY, SEE TABLE BELOW. TYPE OF MAX. PIPE ANNULAR PACKING TREMCO FILL MIN. FILL MATERIAL F-RATING T-RATING PIPE DAM.. IN, SPACE. IN. MAC MATERIAL TYPE THI2(NEBS. IN. d H PVC 1- 13/18' BACKER ROD WEIM 1. 2 2 PVC 1-1/r 0 to 1-1/IY' MINERAL WOOL WEIM 1. 2 0 CPVC 1-1/r 1/4' to 7/Ir BACKER ROD FYRE-SHIELD 1/r 1-1/2 1 CPVC 1-1/r 1/4- to 7/S' BACKER ROD WEIM 1/r 2 1-1/2 PACKING MATERIAL - (NOT SHOWN) - FOAM BACKER ROD OR MIN. 3-1//r MINERAL WOOL INSULATION. (MIN. 4.0 pcf.) FIRMLY PACKED INTO OPENING (SEE TA�I.E ABOVE). 3® FILL MATERIAL — APPLY WITHIN ANNULUS TO REQUIRED DEPTH. AND IF THERE IS POINT CONTACT. A MN. 1/4" THICKNESS BEAD SHALL BE APPLIED AROUND PIPE. s NOM* IN WALLS, APPLY TREklstop WEIM 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: BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE s ASTM E814 (UL1479) STANDARD TEST METHOD CRITERIA. TREMCO SHALL NOT BE I MF FOR ANY DAMAGES, FOR THROUGH PENETRATION FIRESTOPPING DIECT OR CONSEQUENTIAL. RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMCO SWILL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. Q • Q PRE -RATED CONCRETE • 1 - 1.- WALL ASSEMBLYTHICKNESS PLASM PIPE - f DIAM. (or arnallor) SCH. 40 PVC PIPE FOR USE IN CLOSED OR VENTED PIPING smiam r. OF 11ir TFMMOP WS - WRAP STRIPS, TWMY WRAPPED 4 TIMES AROUND PIPE FYRE-SL or 'i7 h"THICK SEALANT71 h• AaTE NOTE. IN WALLS, APPLY TRUbtop WS/MCR DEVICE -To BOTH SIDES OF WALL THE 'i7 h/ PRODUCTS USED ABOVE HAVE BEEN :. TESTED IN ACCORDANCE WITH THE FOLLOWING: ASTM E514 (UL1479) STANDARD TEST MET"m 1 /2" NOTE: TAKE -OFF AS SHOWN CW MAIN OR PER MFG'S INSTRUCTIONS PROVIDE STEEL WALL BOX 7 TRAP PRIMER W/ LOCKABLE COVER I ( CONTROL VALVE FOR INSTALLATION BY GEN CONTRACTOR FLOOR FLOOR DRAIN NOTE: TRAP PRIMER MUST BE MOUNTED MIN OF 1' AFF FOR EVERY 20" OF PRIMER LINE, OR ACCORDING TO MFG'S INSTRUCTIONS . ♦ - ♦ .CAI I= SHUTOFF VALVE (TYP) �. CHECK VALVE HW RECIRCULATING PUMP PUMP / �� VACUUM RELIEF WITH POWER CIRCUIT 1 '�'I 140' VALVE CHECK VALVE THAT IS CONNECTED TO HWR THERMOMETER W I ENERGY MANAGEMENT / EXPANSION TANK - INSTALL i' n/ � SYSTEM AND TURNED OFF / PETCOCK (TYP) &SUPPORT PER MFG'S WHEN THE BUILDING 3/4' \ WRITTEN INSTRUCTIONS IS UNOCCUPIED HWS 3/4' CW SIZE CIRCULATING PUMP FOR 2 GPM AT 25 FT HEAD. 3/4' HW RUN T & P RELIEF VALVE FULL SIZE TO EWH 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 EXCEEDS 210'F. THIS CUTOFF DEVICE IS IN ADDITION TO THE T&P RELIEF VALVE. I 4 LIJAT� H�E AT� «l,Ul-4) I�l& T�A�,�,�Tf0�1 T AfL F1 SCALE NOT TO SCALE ITEM DESCRIPTION COLD WATER HOT WATER WASTE VENT PIPE SIZE: PIPE SIZE: PIPE SIZE: PIPE SIZE: YH YARD HYDRANT YARD HYDRANT SHALL BE FREEZELESS TYPE AND SHALL BE PROTECTED BY AN APPROVED DOUBLE CHECK OR GREATER WITH VACUUM BREAKER MEETING ASSE 1011, 3/4' AND LABELED AS NON -POTABLE WATER. WOODFORD IOWA #Y34 JOSAM #71400 ZURN Z-1395 JAY R. SMITH #5909 TM THERMOSTATIC MIXING VALVE 3/4' INLETS, 3/4" OUTLET, MINIMUM 1.0 GPM. SHALL CONFORM TO ASSE STANDARD 1017. LEONARD #TM-20-E OR OWNER APPROVED EQUIVALENT. 3/4' 1 3/4' NLUMttINv MX I UKE 5(_;HEUULE 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 #1 1 1-2125 KOHLER #K-4350 AMERICAN-STANDARD #2234.015 4)1 21, 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 #1 1 1-2145 KOHLER #K-4368 AMERICAN-STANDARD #3043.102 SEATS & FLUSH VALVES: SAME AS FOR P-1 LAV LAVATORY WHITE, WALL HUNG, 20%18", 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 6541.132 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" x24' x 12" 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 3/4.1 _ - - 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: ASHEVILLE 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-415-5B-P WITH Z-1022-CP VACUUM BREAKER JAY R. SMITH 2O10-A-P WITH 2699-CP VACUUM BREAKER _ _ 3" _ 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 EWH 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) 4'-0" AFF 3" DOMESTIC WATER RISER PRESSURE GAUGE FPSI 0-100 Q (TYP.) MIN SHUT-OFF VALVE (TYP.) 2" IRRIGATION WATER RISER DETAIL NOTES 1-SEE FIRE PROTEC.._.. _.........__ . _.. LOCATION & COORDINATION OF SPRINKLER PIPING IN THIS AREA 2-SEE CIVIL/SITE DRAWINGS FOR INCOMING WATER LINES, BACKFLOW PREVENTERS AND METERS. 3-PROVIDE & INSTALL UNIONS AT ALL POINTS TO ALLOW SERVICING AND REMOVAL. SHUT-OFF VALVE (TYP.) 3'-0" AFF SCALE NOT TO SCALE PLUMBING GENERAL NOTES 1. ALL PLUMBING WORK SHALL COMPLY WITH THE LATEST EDITION OF THE APPLICABLE 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 SYSTEMS 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. 10. ALL FLUSH VALVES FOR WATER CLOSETS AND URINALS SHALL BE MOUNTED AT 44" AFF. 11. REFER TO PIPE PENETRATION DETAILS AND NOTES ON SHEET P-1 FOR ALL PENETRATIONS THROUGH FIRE RATED WALLS. COORDINATE FIRE RATED WALLS WITH THE ARCHITECTURAL SHEETS. 12. PLUMBING CONTRACTOR SHALL SEAL AROUND ALL FIXTURES WHERE THE FIXTURE MEETS THE WALL OR MOUNTING SURFACE WITH A WHITE SEALANT. COLD WATER PIPING HOT WATER PIPING SANITARY SEWER PIPING ST STORM SEWER PIPING - - - - - - VENT PIPING G MEDIUM PRESSURE GAS PIPING C A/C CONDENSATE PLUMBING LEGEND GATE VALVE BACKFLOW PREVENTER B HOSE BIBB STRAINER WATER METER WATER HAMMER ARRESTOR D.C.S. DIAPER CHANGING STATION EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER E.H.D. ELECTRIC HAND DRYER LAV LAVATORY WC WATER CLOSET WF WATER FOUNTAIN UR URINAL 6 C.O. CLEAN OUT ® F.D. FLOOR DRAIN WITH TRAP PRIMER 'Lo w Elmo .a HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE � ISSUE DATE DATE DESCRIPTION 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. • Y)A OW cu6u,, ®dWJm�� ggg z¢ IT7ss o 04 a gg-1 (� ® J p, W ZV • • 0 CD °O 00 B8� o C/] M .. o t C) o o00 - ch • • 'LL N � O zN H �O ® m 1 W � CS Esssi h�1 U) O �M®I U) O V W c' co ao co Lf) (y) Y r 00 0 w `1 U w w U) J LU ® ® ® m z L) J o IL o� ti 0 O 0 Z�®0� o O m W z z ® Q ��`^^� Ow � VJ a • ORIGINAL 4/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: ®1 VII PL01 02.18.02 , 0 0 a a a i \,IP21// SCALE 1/411 ® 11®011 m 2� �F S,o 1 /2' WATER TO 2"VTR rN BREAK RM SINK I 2" I NN I `. ,`N d x I/ I� N '20• � LAV LAV I\ N LAV V LAV HB—C Ot*olES "IC llJATEF�,' IS0t'-1T IC D IAC� A�l SCALE NOT TO SCALE SCHEMATIC ONLY 1" TO H 92 3,. 7 3/4" HW / ( . =r3u: (rly2o �� HB I N \ N J I V \F N U S LAV I\ N V y LAV 04 N LAV II\ I `� V LAV D If SFRINKLER ROOM MOP G I, *o- 1 1 /4" V (TYP) SEE ENLARGED PLANS 1 �AL OF THIS AREA 2 SE 111 = ���—�11 P2 P2 2" (TYP. 2 1 /2" V ROUGH —IN FOR SINK IN BREAK ROOM. SINK TO BE INSTALLED BY OTHERS. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. 4' C.O1 77 DFU'S i i NNNNN 3'V 2"V WC—H LAV i I\ i i I .!`�. ff '�.` 4 VTR I t I I N`�' 1 1 /2" WC—H i i 4" C.O. I " '.�N N`rN�S fl FD r rNNNN JAL 1 i `NN 4 DFU'S WC i i i EWC i t NNN`N I LAV I \`N INNN WC v Ny ISWF N , i WC �� N I WIC I 1 1 ii N 1 rr� `'4� 1 ,f 1 1 I I ` 1 ULAV LAV 4" TYP. W WC 47 DFU'S i iE WO 2 CO \ II 1 URN i Wi 2" TYP. 2"V URN 22" URN 2'' tNNN 1 1 /4" V i N`NN 1 1 /2ff �I (TYP)NI N I I N 4 Mp cy�ok P 1 SEE 1,44 LAV U L_AV 4" r,ff A " \ / 1 i MOP U-� 1 LAVi LAV I f CO U I LAV WC—H 4°' TYP. WC 3 2" TYP. SEE P2 UJA5TE AND VENT 15EFP, SCALE NOT TO SCALE SCHEMATIC ONLY NOTE: ALL HORIZONTAL DRAINAGE PIPING SHALL HAVE A MIN, 1/8"/ FOOT SLOPE AS APPROVED BY LOCAL CODE. _'FT F2 —o fLUt"-1INS KEG FLAN SCALE NOT TO SCALE REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 04115/02 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. Y)o ®pew&1 E"' �'t c i A W 0 n 6mu acu ¢ 2 _ ® �b 4 z J 0 n� 00 r C/J M "J e� O ®00 o 00 CIO7�i— rK �a 00 fV LO O z cy) cr06 mLr) � L U w � ONE c � Z Y U 0 C3 w® co 0 04 In N � w U �M ® i Y m 0 w Y U Z w U Q Q� Q z pp O ''ff LL 1..1..E p/ N t` ll..Ir.. ® O ® O ® O wct U)LL0� Lu z U w Z� LL /�/ I< Z W 06 �` V 1 V a ® i ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: P-2 VII PL02 0:3.15.02 • i 103 IWU Erm V M L K J H G F E D C B A HOME CENTERS, INC. (� Q P N.03nN M.O P.O. BOX 1111 N. WILKESBORO, NC 28656 i I I i I CORRUGA ED SMOOTH NTI (TYPIC L F01 DRAIN GE Of INSTALL FOOTER GENERA PROVIDE STRUCT ATTACH TO CLOSEST FENCE POST ON OUTSIDE OF FENCE. 64�� a--------- - - - - - - - - -- FENCE LINE - - - - - - - - -- INVERT=93.4'� 10" P.V.C. STUB 5'-0" BEYOND CONCRETE TURNDOWN. SEE SITE PLAN FOR CONTINUATION ATTACH a--------- I I I I ] INVERT=94.30 STUB 5'-0" BEYOND BLDG. LIMITS LINE. SEE SITE PLAN FOR MEMBRANE INSULATION ROOF DECI � I I I I I I I I I I I STUB 2" IRRIGATION CW LINE 15'-d. 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) 12"X 12"X 12" vvavvvv I vvvvvavv GRAVEL FILL °°°°°°°°° °°°°°°°°° v°vvvvvv°° vvvvvvvvvv 11 vvvv°vvvvv Vvv, v v IV v vv vvvvvvvvvv vvvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvvv °vvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvvv vvvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvvv vvvvvvvvvv vovvvvvvvovvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv 3/4" C.W. SUPPLY vvvovvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv vvvvvvvvovvvvvcoovvvvv vvvvvvvvvvvvvvvvvvvvv vvavvvvvvvavvvvavvvvvv vvvvvvvvvvvvvvvvvvvvv vvovvvvvvvvvov vvvvvv v° vvvvvvvvv vvvv vvvvovvv I I I I I i GENERATOR AND TRANSFORMER RE: I ] CTRICAL DRAWING I j I I STORM LINE BY dIVIL. RE: I CIVIL] DRAWINGS ] I 20 \ I $ INVEE T=95.80' SEE SHEET P-2 FOR ENLARGED PLAN OF THIS AREA 3/4" WATER SUPPLY LINE 3/4" CUTOFF VALVE--------,, CHRnMF PI ATFn ONE PIECE 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. MECHANICAL ROOFTOP UNIT PIPINCG �. (YH) COLUMN MOUNTED YARD HYDRANT 3 (HB-C) CONCEALED WALL MNTD HOSE 5155 2 (HS-FP) W,4LL MOUNTED f-+USt I�II�� P3 3/S" = 1'-�" P3 SCALE 3/S" = V-0" P3 SCALE 3/�" = 1'-0" P3 SCALE 3/S" = V-0" SC,d,LE 1 i REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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. ® i Zia ®C4W W en 0 WW® m w Z C� 0 JJ� W z E�lk 3 0 CD 0 o .d 0 'g ®0 o�00 p, • My � q O i N Lo 40 0 In 0 c6 l!) m ® LLI (O 4U M z Y U W O r� 0 w O O <"t w 00� N 0 W U _ � i m J Co a W Y U LLI U �a It co® ft z ® O� 0 L L1 N E/ 04 0o CD 0 O ® L.L.. L0 O6 W Z L z w V) U� a i 1 ORIGINAL 4/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: P-3 1 VII PL03 03.15.02 �3. A 40 RTU 1/2" EMT, JUNCTION BOX & WIRING BY ELECTRICAL CONTRACTOR (E.C.) MECHANICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF SENSORS WITH E.C. COLUMN SENSOR SEE PLAN VIEW FOR SENSOR LOCATION AND THE DIRECTION SENSOR SHALL BE FACING. SENSOR WIRING NOTES: THE MECHANICAL CONTRACTOR SHALL MOUNT THE INDOOR AIR (ZONE) SENSORS PROVIDED WITH THE H.V.A.C. UNITS ON THE BUILDING COLUMNS @ 8'-0" A.F.F. WHERE INDICATED ON THE DRAWINGS. THE MECHANICAL CONTRACTOR SHALL CONNECT THESE SENSORS USING THE CONTROL WIRING TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL MAKE FINAL THE SENSOR CONNECTIONS AT THE ROOFTOP UNIT. ONCE THE SENSORS ARE INSTALLED AND WIRED, THE POWER SHALL BE TURNED ON AND THE UNITS COMPLETELY CHECKED OUT. UNITS WILL OPERATE AT DEFAULT TEMPERATURES OF 717 HEAT AND 74'F COOL. THE SENSOR WIRING SHALL BE RUN DOWN COLUMN FROM EACH RTU TO THE CORRESPONDING SENSOR IN 1/2" EMT BY THE ELECTRICAL CONTRACTOR. THE CONDUIT SHALL BE TERMINATED IN A SHALLOW UTILITY BOX USING A COMPRESSION CONNECTOR. COORDINATE THE LOCATION OF THE SENSORS WITH THE ELECTRICAL CONTRACTOR. MOUNT THE SENSOR ON THE BOX ® 8'-0" A.F.F. ORIENT THE SENSORS IN THE DIRECTION SHOWN ON THIS SHEET. (SEE DETAILS OF SENSOR INSTALLATION ON THIS SHEET.) NO SPLICES ALLOWED IN THE SENSOR WIRING ALL TERMINATIONS WILL OCCUR AT THE UNIT TERMINAL STRIPS. ALL INDOOR SENSOR WIRING FOR THE BUILDING MANAGEMENT SYSTEM SHALL BE 18 GA., SHIELDED, TWISTED PAIR WIRE WITH TINNED COPPER CONDUCTORS. WIRE SHALL BE STYLE NO, 8760 AS MANUFACTURED BY BELDEN CORPORATION, RICHMOND, IN. ALL INDOOR SENSOR WIRING SHALL BE INSTALLED IN 1/2" EMT EXCEPT AS NOTED OTHERWISE. ON THE DATE THAT THE CONTROL CONTRACTOR, SQUARE—D/POWERBOX SOLUTIONS IS ON SITE TO CONNECT THE COMMUNICATIONS LINK WIRING, THE MECHANICAL CONTRACTOR SHALL HAVE A TECHNICIAN ON SITE TO MAKE ALL COMMUNICATIONS LINK WIRING CONNECTIONS TO THE ROOFTOP HVAC UNITS. 2 COLU1 IN 5 N5OF 1�'IOUNTIN lavrmi_tmz� 1. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL HVAC RELATED ROOF CURBS AND SHALL VERIFY THE EXACT LOCATIONS BASED ON BRAND PRIOR TO INSTALLATION. PRECISE LOCATION IS REQUIRED TO MAINTAIN COORDINATION WITH OTHER TRADES AS IS REQUIRED BY THESE DRAWINGS. 2. THE DIMENSIONS SHOWN ON THESE PLANS HAVE LOCATED THE DUCT DROPS. IT IS THE LOCATION OF THE DROPS THAT ARE CRITICAL TO OVERALL PROJECT COORDINATION. OUTSIDE EDGES OF CURB LOCATIONS WILL VARY DEPENDING ON THE RTU MANUFACTURER SELECTED. 3. CONTACT CUSTOM CURB USING INFORMATION PROVIDED ON SHEET M-3 FOR DELIVERY AND SIZING INFORMATION REQUIRED TO COORDINATE THIS PROJECT. 4. MECHANICAL CONTRACTOR SHALL MOVE AND REPLACE ALL CURBS, DECKING, AND EQUIPMENT OF OTHER TRADES THAT RESULT FROM ANY MISSED LOCATIONS AS REQUIRED BY THESE DRAWINGS. RTU 1 /4" LAG SCREW (TYPICAL, FOUR TOTAL PER BRACKET) ATTACHMENT RACKET — CURB ROOF 1 2 y 2 , y A 2. & 10 TON RTU 10 ac zU K I u RTU: MECHANICAL CONTRACTOR SHALL CONSTRUCT BRACKET OF 18 GA. GALVANIZED STEEL. INSTALL ONE BRACKET PER SIDE OF UNIT AS RECOMMENDED BY RTU MANUFACTURER. BRACKET SHALL BE RATED TO WITHSTAND WIND SPEED OF 100 MPH. RTU HOLD DOWN BRACKET NOT TO SCALE f DISTANCE 15 FROM COLUMN TO "X" DISTANGE 15 FROM COLUMN TO "X" 62�» 8 a r100 /A S/Aji- 0 0 �Do C�M I DROP THE SUPPLY PLENUM M TO 10' 0" ABOVE THE FLOOR RTU-20 400 AND INSTALL THREE 12x10 SUPPLY AIR GRILLES. RETURN CFM 11'-0" IS ONLY A DUCT DROP TO 400 BOTTOM OF BAR JOISTS. CFM LOCATE SENSOR ON WALL AT 60" A.F.F.. 24'-61 6'_2' 6'-6' . I I I I I rn DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR RTU-18 RTU-17 RTU-16 RTU-15 RTU-14 -12'-8" �--� 18'-8" I I I I A o m O m A DROP DIFFUSER TYPE DUCT DROPS FOR SEE SCHEDULE ON M-3 DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR RTU-9 RTU-10 RTU-11 RT -12 RTU-13 6'-5 24'-7» 6'-2' _ 2ON DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR DUCT DROPS FOR RTU-8 RTU-7 RTU-6 RTU-5 RTU-4 RTU-SEE 4 SEE SHEET M-2 FOR ENLARGED PLAN OF THIS AREA DISTANCE 15 FROM COLUMN T X O �N 0 828» I.D. 828' I.D. I-- 8„ 5„ 858 O.D. 858 O.D. 15-20 TON LENNOX (LGA/LCA 156H-300S) 15 TO 20 TON LENNOX (LGA/LCA 300H) 3 1 F7- 2 0 TON GUII IENe I ONe 201'�I 12 2116» 195' 371„ 11 1 I.D. 1 14" O.D. 15 TO 20 TON CARRIER (48HGF024 & 50HG024G) DISTANGE IS FROM D15TANGE 15 FROM COLUMN TO "X" COLUMN TO L 7DISTANCE 15 FROM o COLUMN TO "X" � O I SIN 00 /A X o 0 VS/A SIN �I 00 rn r7 R/A 1616>, 2116„ 358„ c c L -2 © ®_■ WE 00T OF UNIT L ABOUT SCALE I" = 20'-0" 708' O.D. 678" I.D. "I 11-t N 1+ - 10 TON CARRIER (48HJF012G) (RTU-2 AND 3)) 31 �„ 30�" 258' lip N_ 0 S/A NIA UNDO L%oo Ln 913" I.D. 944" O.D. 10 TON LENNOX (LGA/LCA 090-150) (RTU-2 AND 3)) 10 TON CUfRD I1„IN,5I ON5 SCALE 1/S" = V -0" 1 15" 12 3216' 1416„ 3 TON CARRIER (HJ-004G) (RTU-1 AND 23) 3 TON LENNOX (LGA/LCA 036-072) (RTU-1 AND 23) EE 3 TON CU 1)11 I N,5ION& SHEET NOTES 1. SEE GENERAL NOTES ON M-3. 2. COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR (SEE CONTROL WIRING NOTES ON SHEET E-11. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE COMMUNICATIONS LOOP.) 3. COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR (SEE "CURB NOTES" ON THIS SHEET.) M EC HAN I CAL LEGEND U DIFFUSER TYPE ROOFTOP PACKAGED HEATING & COOLING UNIT (RTU) SENSOR - TEMPERATURE ,F7 SUPPLY AIR DIFFUSER - ARROWS INDICATE SC SPEED CONTROL - 120V � PATTERN. NO PATTERN SHOWN EQUALS 4-WAY RETURN AIR GRILLE FD FIRE °.DAMPER CFM CUBIC FEET PER MINUTE 12 0 ROUND DUCTWORK. DIAMETER INDICATED IN INCHES ERV ENERGY RECOVERY VENTILATOR 20X12 RECTANGULAR DUCTWORK. SIZE INDICATED IN INCHES, FIRST NUMBER IS SIDE SHOWN VOLUME DAMPER i Y LOWEV� HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 i i REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATEI I DESCRIPTION ►r tl 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. i i r 1 I ► 1 ZY)Q ®pew & I 2®io g U. Q�aLn COO 9. wiz F IL ' ' r 64 p zm �00 ® m� 1 w Zv � M rT� U co > Zun ;�o W 00 j� coLo /. N z m Q _j Y � m 0 n Y Z U w w z U 2 Q a ® m o � tr LL. LL q/ N II..rV CU ® ® � o 0 LL ® o = w v � ZLL Z z W w ®Q� o U) ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/16/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: ®1 VII ME01 03.15.02 s • 24" X 24" AIR GRILLE LHT—IN koLILINU EXTERIOR WALL ROOF C LAY —IN DETAIL NOTES 1—CONFIGURATION SHOWN IS WITH LENNOX UNIT. FOF CARRIER UNIT, RTU'S DUCT DROPS WILL BE DIFFERENT 2—ALL RECTANGULAR DUCTWORK TO HAVE 1" INTERIOR DUCTLINER THROUGHOUT. 3—RUN DUCT MAINS AS HIGH AS PRACTICAL. RETURN SHALL NOT REST UPON SUPPLY DUCT AS A SUPPORT FOR THE RETURN DUCT. FAFT I AL 1� C�44N f CAL FL 00f FLAN SCALE I� lu all _`EVfi"W-w--" s�j yvn FACTORY INSTALLED SMOKE DETECTOR �✓ Sanford Fire Prevention Div. WIRED TO STOP UNIT UPON SENSING Date: SMOKE. (TYPICAL ALL UNITS) PROVIDE & INSTALL CONDENSATE TRAP. PROVIDE STRUCTURAL ROOF CURB INSTALL ACCORDING TO DETAILS AND NOTES IN DRAWINGS. TWO ANGLE SUPPORTS FASTENED TO BOTTOM OF JOISTS, LEVELED AND FASTENED TO DIFFUSER ON TWO SIDES. HOLD TOP OF DIFFUSER AS TIGHT AS POSSIBLE TO BOTTOM OF BAR JOISTS 1 /2" x 1 /2" x 1 /2" WHITE ENAMELED STEEL EGGCRATE GRILLE, SAME SIZE AS CLEAR INNER DUCT DIMENSION. RETURN AND SUPPLY AIR DUCTS SHALL BE ACOUSTICAL 1FIBERGLKASSO SOUND DEADENING IWGYH A R-VALUE OF 4.2. FACTORY MADE SLANT FACE DROP DIFFUSER TYPICAL -7 SALES AREA 54' FOR RTU 20 TON UNITS SD SD 4nTRANSITIO 14„ JRN AI DUCT OOFTOF UNIT ANID E)fROF D fFFU&EfR I SCALE 3/5 II=V_0" SHEET NOTES: 1—SEE GENERAL NOTES ON SHEET M-3. 1. ALL DUCTWORK AND DIFFUSERS SHALL BE SUPPORTED WITH WIRE OR STRAP TYPE HANGERS ATTACHED TO ROOF STRUCTURE. LAY —IN CEILING TILE OR CEILING GRID SYSTEM SHALL NOT BE USED FOR SUPPORT OF ANY PORTION OF HVAC SYSTEM OR IT'S COMPONENTS. 2. RETURN AIR FROM AREAS WITH LAY —IN CEILINGS TO BE VIA EGGCRATE GRILLES MOUNTED IN CEILING. PROVIDE BOOTS AND DUCTWORK FROM EGGCRATE GRILLES TO ROOF TOP UNIT. 3. SEE SHEET E-2 FOR AREAS WITH LAY —IN CEILINGS AND LIGHTING FIXTURE LOCATIONS. 4. AIR BALANCE CONTRACTOR SHALL BE INFORMED TO USE HEAT RECOVERY UNIT TO SET RESTROOM EXHAUSTS TO THE CFM'S INDICATED. VERIFY WITH FLOW MEASUREMENT DEVICE. SEE GENERAL NOTE 8 ON SHEET M-3. LID] WE 101 HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 i REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 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. i • q-ltf— 17 z A ®mow W OY Pi�l �c W Z ®2�[g3i a Z C7 0 Z ^ Z F • • CD D C o 00 00 E Y C:), 0 00 U Cc U r-+ t-, U 0:;� • Q 0000 00 � M • i n CV 'Z 0 0 N .e, 0,00 M'► 0 (0 w ~ z Fil Y rrTT�� U o rF� W 6 c)C3 w00 < `./ ® co N tD WU _� s s m Y m Z o Y U W_ U Vl IL � Q U_ m Z Z ®-' < 0 �/ (V U L ILLcc::),O W ® IL.Lre ~ O J ® 0 U W Z z W L ® o 006 JU)U)a ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: M-2 VII ME02 03.15.02 •i it . 1 • 0 0 0 �33 Ll DIFFUSERS AND GRILLES MARK SERVES TYPE FINISH ® "OPEN" AREA SLANT FACE DROP ALUMINUM WITH DIFFUSER (20 OR 17.5 TON) BAKED WHITE FINISH © "OPEN" AREA SLANT FACE DROP DIFFUSER (15 TON) ALUMINUM WITH BAKED WHITE FINISH O 'OFFICE" AREA 4-WAYSUPPLY AIR ALUMINUM WITH; 24 x24,CEILING LAY -IN BAKED WHITE FINISH Q "OFFIGE" AREA RETURN OR TRANSFER ALUMINUM WITH 1/2"x1/2" 24 x24' CEILING LAY -IN EGGCRATE GRID Q "OFFIGE" AREA 4 -WAY�� EXHAUST ALUMINUM WITH 1/2"x1/2" 24 x24 CEILING LAY -IN EGGCRATE GRID ® MONEY ROOM 4-WAY SUPPLY AIR ALUMINUM WITH SHEETROCK CEILING BAKED WHITE FINISH 5 VESTIBULE LINEAR GRILLE 12' TOTAL LENGTH ALUMINUM WITH (3 UNITS EACH 48" LONG) BAKED WHITE FINISH NOTES ® I -APPROVED MAKE5/MODEL 15 GU5TOM GURB GNAD 3016-20 2-SEE DETAIL 5-M2. © I -APPROVED MAKES/MODEL IS GU5TOM GURB GNAD 2810-15 2-SEE DETAIL 5-M2. O I -APPROVED MAKES/MODEL5 ARE - TITUS MODEL TDC-3 WITH ROUND COLLAR KRUEGER MODEL SHR4-F23 WITH ROUND COLLAR TUTTLE & BAILEY DFL4 WITH ROUND COLLAR METAL*AIRE MODEL 5500S WITH ROUND COLLAR PRICE MODEL SMD WITH ROUND COLLAR 2-EACH DIFFUSER SHALL HAVE AN OPPOSED BLADE DAMPER WITH SCREWDRIVER ADJUSTMENT ACCESSIBLE THROUGH FACE OF DIFFUSER. 3-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 4-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 5-SUPPORT DIFFUSERS FROM ROOF STRUCTURE. O I -APPROVED MAKE5/MODEL5 ARE - TITUS MODEL 50 - F KRUEGER MODEL EGC - 5. TUTTLE & BAILEY CRE5001_4 METAL*AIRE MODEL CC-5 PRICE MODEL 80 2-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 3-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 4-SUPPORT DIFFUSERS FROM ROOF STRUCTURE OR AS INDICATED ON DRAWINGS. O I -APPROVED MAKE5/MODELS ARE - TITUS MODEL 50 - F KRUEGER MODEL EGC - 5 TUTTLE & BAILEY CRE5001_4 METAL*AIRE MODEL CC-5 PRICE MODEL 80 2-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 3-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 4-SUPPORT DIFFUSERS FROM ROOF STRUCTURE OR AS INDICATED ON DRAWINGS. ® I -APPROVED MAKES/MODEL5 ARE - TITUS MODEL TMR TUTTLE & BAILEY P3 METAL*AIRE 3000-A1 PRICE MODEL RCDE 2-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 3-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 4-SUPPORT DIFFUSERS FROM ROOF STRUCTURE OR AS INDICATED ON DRAWINGS. O I -APPROVED, FAGTORY-A55EMBLED MAKE5/MODEL5 ARE - TITUS MODEL# ML-39 W/MDI-39 TUTTLE & BAILEY MODEL# 7106-TO-ECP-48-W METAL*AIRE MODEL# 6100-30TB W/BPI PRICE MODEL# 48"/SDS100/6/14/ZZ/B12 2-DESIGN SHALL HAVE FOUR (6) 1" SLOTS. ASSEMBLY SHALL FIT 48" LAY -IN. 3-PROVIDE THREE INSULATED PLENUMS TO FIT LAY -IN CEILING. 4-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT SIZE INDICATED. 5-SUPPORT PLENUMS FROM ROOF STRUCTURE OR AS INDICATED ON DRAW�NGS. ASHRAE 62--1999 VENTILATION REQUIREMENTS THE HVAC SYSTEM IN THIS BUILDING IS DESIGNED TO COMPLY WITH THE VENTILATION STANDARDS FOUND IN ASHRAE MANUAL 62-1999 ACCORDING TO THE FOLLOWING: OFFICE UNIT (RTU-3) "OCCUPIABLE SPACE" (AS DEFINED BY ASHRAE 62-99) AREA SQ. FT. PERSONS/ 1000 sq.ft. CFM/ PERSON CFM/ SQ. FT. CFM O.A. OFFICE SPACES 633 7 20 0.14 89 STORAGE SPACE 171 NA NA 0.05 9 CORRIDOR SPACE 587 NA NA 0.05 30 LOCKER SPACE 702 NA NA 0.50 351 UTILITY SPACE 340 NA NA 0.05 17 CONFERENCE SPACE 549 50 1 20 1.00 549 TOTAL REQUIRED O.A. 1045 THIS ZONE HAS 1,430 CFM EXHAUST WHICH REQUIRES 1,430 CFM OF 0/A. SET O/A TO EQUAL E/A ON ENERGY RECOVERY UNIT ERV-3 FOR THIS ZONE. -SALES FLOOR (RTU-5.8.9.11.13.14.16.18) OCCUPIABLE SPACE (sq ft) PERSONS/ 1000 sq ft NUMBER PERSONS CFM/ PERSON CFM REQUIRED SET ALL OF THESE TO 1,885 CFM MINIMUM EACH. UNITS O.A. 125,500 8 1004 15 15,060 OCCUPIABLE SPACE (sq ft) CFM/ PERSON CFM REQUIRED SET RTU-19 MINIMUM O.A. TO 375 CFM'. 2,500 0.15 375 FOR NATIONAL ACCOUNT PRICING INFORMATION HVAC EQUIPMENT CONTACT THE FOLLOWING: LENNOX STEVE HARVEY LENNOX INDUSTRIES, INC. 3208 WELLINGTON LANE LEXINGTON, KENTUCKY 40503 (800)-367-6285 steve.harvey®lennoxintl.com QARRIE BILL JACKSON CARRIER CORPORATION 7550 WASHINGTON AVE SOUTH EDEN PARIRIE, MN 55344 (952) 942-7841 bill.jackson@carrier.utc.com FOR STRUCTURAL CURB SIZES CONTACT: CUSTOM CURB ALLEN HARRIS 3005 S. HICKORY ST. CHATTANOOGA, TN 37407 1 -800-251 -3001 allenh@customcurb.com m PACKAGED ROOFTOP UNIT (DX COOLING AND ELECTRIC HEATING) MARK SERVES TONS PROVIDE PROVIDE OA CFM WITH WITH MINIMUM DESIGN CONDITIONS AIR FLOW COOLING @95 OAT HEATING ELECTRICAL CARRIER LENNOX X TONS DROP HEAT ECONOMIZER SUMMER DIFFUSER SETTING OUTDOOR SUMMER INDOOR WINTER OUTDOOR WINTER INDOOR CFM MOTOR HP O/A CFM ESP IN. SENS. 80/67 LAT 80/67 TOTAL 80/67 MINIMUM EFFICIENCY FUEL HEAT KW OUTPUT EA MBH (F) LAT MINIMUM (F) EFFICIENCY VOLT/PHASE MODEL # MIN AMP MOCP MODEL # MIN AMP MOCP RTU-1 TELEPHONE DATA 3 NO NO 0 g3/76 DB/HB RTU-2 VESTIBULE 10 NO YES 400 g3/16 DB/HB RTU-3 OFFIGE AREA 10 NO YES 0 g3/76 DB/VB RTU-4,6,7 SALES AREA 20 YES YES 0 g3/16 DB/HB RTU-5,8,q.IU3,14,16,18 SALES AREA 20 YES YES 11585 g3/76 DB/HB RTU-10,12,15,11 SALES AREA 20 YES NO O g3/76 DB/WB RTU-Ig REGEIVIN6 15 YES YES 515 g3/76 DB/HB RTU-20 ELEGT RM #1 3 NO YES 0 g3/76 DB/HB NOTES 15/50% 75/50% 15/50% 15/50% 15/50% 15/50% 15/50% 15/50% 42 4.2 42 42 42 42 42 42 DB DB DB DB DB DB DB DB 68/50% 65/50% 68/5O% 68/50% 68/5O% 68/50% 68/50% 68/50% 1,200 4,000 0 &,000 8,000 &,000 6,000 1,200 35 3 3 5 5 5 3 35 0 400 1,430 0 1,585 O 3-75 O 0.5 1.5 1.5 0.5 0.5 0.5 0.5 0.5 2-1.5 qO.q qO.q 186.5 186.5 186.5 135.4 21.5 10.2 31.1 57.1 65.5 65.5 65.5 523 10.2 5-73 125.0 128.0 252.0 252.0 252.0 188.1 51.-712.OSEER 12.05EER 11.0 EER 11.0 EER 11.0 EER 11.0 EER 11.0 EER 11.5 EER N/A ELEG ELEG ELEG ELEG N/A ELEG ELEG - 30 15 30 30 - 30 3 - 68 102.4 68 52.2 65 102.4 68 102.4 58 - 68 102.4 65 10.2 68 65 81 77 71 11 65 81 16 480/3 480/3 450/5 480/3 480/3 4,50/5 480/3 480/3 50HJ004-6 50HJ012-6 50HJOI2-6 50HC2024-6 501-1602449 50H6024-6 501-16016-6 50HJ004-6 q 56 31 55 55 51 55 11 15 60 35 60 60 60 by 15 LGA036H_I& LGA120H-16 LGA1201-1_16 LGA24OH_16 ILGA24OH-IC7 LGA24OH_16 LGAI80H-16 LCAO36H_I6 II 56 30 51 51 51 51 II 15 60 35 60 60 60 60 15 3 Ip 10 20 20 20 15 3 I-MAKE5/MODELS GALLED OUT IN THIS 5GHEDULE ARE THE ONLY APPROVED ONES. 2-PROVIDE HITH FACTORY INSTALLED SMOKE DETEGTOR5, ELEGTRIGAL 015GONNECT5, NOVAR GOMPATABLE GONTROL/5EN5OR PAGKA6E 3-PROVIDE $ INSTALL STRUCTURAL ROOF CURBS PER DIMENSIONS ON SHEET M-1. 4-5EE DETAILS 3-MI, 4-MI, 5-MI, AND ADDITIONAL NOTES ON THI5 SHEET. 5-OUTSIDE AIR FOR RTU-3 IS INTRODUCED THROUGH ERV-3, SEE SCHEDULE THIS SHEET. MECHANICAL EQUIPMENT NOTES 1. THE MECHANICAL SUB -CONTRACTOR SHALL FURNISH AND INSTALL SINGLE PACKAGE COMBINATION AIR-TO-AIR DX MECHANICAL COOLING AND ELECTRIC HEAT SYSTEMS (SEE SCHEDULE THIS SHEET) COMPLETE WITH SENSORS, SWITCHES, CONTROLS, ACCESSORIES, AND OPTIONS AS SCHEDULED BELOW AND/OR AS INDICATED ELSEWHERE ON THE DRAWINGS OR IN THE SPECIFICATIONS. THE EQUIPMENT SHALL BE SHIPPED COMPLETELY FACTORY ASSEMBLED, PIPED, PRE -CHARGED, AND WIRED INTERNALLY READY FOR FIELD CONNECTIONS. MANUFACTURER SHALL TEST OPERATE EACH UNIT AT THE FACTORY BEFORE SHIPMENT. ALL ELECTRICAL COMPONENTS SHALL BE U.L. LISTED AND APPROVED. ALL WIRING SHALL CONFORM TO THE N.E.C. 2. EACH UNIT SHALL BE FACTORY -EQUIPPED WITH A NOVAR "2051" FOR LENNOX, A NOVAR "3051" FOR ALL OTHERS OR CUSTOM CONTROLLER AS SPECIFIED BY THE OWNER. 3. EACH UNIT SHALL BE EQUIPPED WITH A FACTORY DESIGNED, MOUNTED, CALIBRATED, TESTED AND INSTALLED ECONOMIZER ASSEMBLY INCLUDING MECHANICALLY LINKED OUTSIDE/RETURN AIR LOW -LEAKAGE DAMPERS, OUTDOOR AIR HOOD WITH CLEANABLE AIR FILTER AND MOISTURE ELIMINATOR AND FULLY MODULATING DAMPER MOTOR WITH SPRING RETURN. PROVIDE BAROMETRIC RELIEF DAMPER ON EACH UNIT TO RELIEVE POSITIVE BUILDING PRESSURE DURING ECONOMIZER OPERATION. 4. EACH UNIT SHALL HAVE INDOOR AIR FILTER RACKS WITH 2" THICK, HIGH EFFICIENCY MEDIA FILTERS INSTALLED. FILTERS SHALL BE REPLACED EVERY TWO WEEKS DURING BUILDING CONSTRUCTION AND SHALL BE REPLACED ON THE DAY OF FINAL ACCEPTANCE BY THE OWNER. FILTERS SHALL BEAR THE LABEL OF AN APPROVED AGENCY. 5. MECHANICAL CONTRACTOR SHALL FURNISH & INSTALL STRUCTURAL ROOF CURBS. COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR. CONTACT INFORMATION FOR STRUCTURAL CURBS IS SHOWN ON THIS SHEET. FLASHING OF CURBS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. 6. EACH UNIT SHALL HAVE THE FOLLOWING COMPONENTS/ACCESSORIES/OPTIONS FACTORY INSTALLED AND TESTED: - DIFFERENTIAL PRESSURE SWITCH ACROSS FAN (FAN PROVING) - DIFFERENTIAL PRESSURE SWITCH ACROSS FILTERS (CLOGGED FILTER SWITCH) - DISCHARGE AIR TEMPERATURE SENSOR - ALL ACCESS PANELS SHALL BE HINGED SO AS TO REMAIN ATTACHED TO THE UNIT DURING SERVICING OR INSPECTIONS - UNIT DISCONNECT FUSED PER EQUIPMENT NAMEPLATE. WIRING TO DISCONNECT SHALL BE THROUGH CURB. WIRING BY ELECTRICAL CONTRACTOR. - A 11OVAC G.F.I. OUTLET FACTORY MOUNTED ON UNIT. WIRING TO THIS OUTLET SHALL BE THROUGH CURB BY ELECTRICAL CONTRACTOR. - HAIL GUARDS FOR PROTECTION OF OUTDOOR COILS. - LOW AMBIENT CONTROLS TO ALLOW UNIT OPERATION DOWN TO 20" F. 7. EACH SALES AREA UNIT SHALL BE FURNISHED WITH A REMOTE SPACE TEMPERATURE SENSOR FOR REMOTE MOUNTING BY THE MECHANICAL CONTRACTOR. SEE THE SENSOR DETAIL 2-M1. 8. ONE SALES AREA UNIT SHALL BE PROVIDED WITH AN INDOOR AND AN OUTDOOR HUMIDITY SENSOR FOR COMPARATIVE ENTHALPY CONTROL OF ALL ECONOMIZERS. 9. HEAT EXCHANGERS SHALL BE GUARANTEED FOR AT LEAST TEN YEARS. COMPRESSORS SHALL BE GUARANTEED FOR AT LEAST FIVE YEARS. ALL OTHER COMPONENTS SHALL BE GUARANTEED FOR AT LEAST ONE YEAR. 10. UNITS SHALL EQUALIZE COMPRESSOR RUNTIME BY SUCCESSIVELY ALTERNATING WHICH COMPRESSOR IS TO BE THE FIRST TO START EACH TIME A CALL FOR COOLING IS MADE TO AN INDIVIDUAL UNIT. 11. HVAC EQUIPMENT COMMISSIONING ROOFTOP HVAC UNITS SHALL BE COMMISSIONED IN TWO PHASES: A. THE MECHANICAL CONTRACTOR SHALL VERIFY THAT ALL UNITS ARE INSTALLED COMPLETELY INCLUDING POWER WIRING, ZONE SENSORS, FANS ROTATE IN PROPER DIRECTION, ECONOMIZER IS OPERATING, AND THAT THE OVERALL GENERAL OPERATION OF THE UNITS IS SATISFACTORY. EACH UNIT WILL OPERATE IN THE DEFAULT MODE FOR HEATING AND COOLING SETPOINTS ESTABLISHED BY FACTORY SETTINGS. IF UNITS ARE OPERATING PROPERLY THEN THE UNITS MAY BE OPERATED IN THE DEFAULT SETTINGS UNTIL THE BUILDING MANAGEMENT SYSTEM IS COMMISSIONED. B. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE BUILDING MANAGEMENT SYSTEM COMMISSIONING WITH THE ELECTRICAL CONTRACTOR. ON THE DAY THE SYSTEM IS COMMISSIONED A FACTORY AUTHORIZED TECHNICIAN SHALL BE AT THE JOB SITE ALONG WITH REPRESENTATIVES OF THE MECHANICAL AND ELECTRICAL CONTRACTORS. THE LOWE'S PROJECT MANAGER SHALL BE GIVEN PROPER ADVANCE NOTICE SO THAT THE OWNER MAY COORDINATE THE APPROPRIATE PERSONNEL REQUIRED TO ASSIST IN COMMISSIONING THE BUILDING MANAGEMENT SYSTEM. 12. ALL COSTS ASSOCIATED WITH THE HVAC STARTUP AND COMMISSIONING SHALL BE PAID BY THE MECHANICAL CONTRACTOR. ENERGY RECOVERY VENTILATORS MARK CFM SUPPLY HP EXHAUST HP VOLT/PHASE MIN CIR AMP MAX FUSE AMP ERV-3 1,430 3/4 5/4 460/3 4.4 15 NOTES I. ERV FOR OFFIGE, APPROVED MAKE5/MODEL5 ARE - VENMAR ERV2000e, LENNOX ERV-1500-0-6, OR 5EMG0 FV2000V. 2. PROVIDE WITH ROTATION DETECTOR SENSOR, STOP/JOG EGONOMIZER CONTROLS, THERMOSTAT FROST PROTECTION, ACCESS PANEL, DOUBLE HALL GABINET, AND FUSED DI5GONNEGT5. 3. PROVIDE $ INSTALL STRUCTURAL GURB5 A5 REOUIRED FOR BRAND PROVIDED. 4. SEE DETAIL ELEVATION DETAIL 3-M2. 5. DEFROST SHALL BE AGGOMPL15HED WITHOUT THE USE OF ELEGTRIG PREHEAT. GENERAL NOTES 1. ALL MECHANICAL WORK SHALL, AT A MINIMUM, COMPLY WITH THE LATEST EDITION OF THE MECHANICAL CODE INCLUDING ALL AMENDMENTS, LOCAL ORDINANCES AND FEDERAL CODES AND ORDINANCES. 2. ALL WORK SHALL BE PERFORMED BY QUALIFIED TECHNICIANS EXPERIENCED IN THE TRADE. ALL WORK WILL 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, DUCTS, GRILLES, ETC. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS, THAT COMPLETE MECHANICAL SYSTEMS BE FURNISHED, INSTALLED, TESTED AND READY FOR OPERATION, WHETHER OR NOT EVERY ITEM OF EQUIPMENT, ACCESSORY, DEVICE, ETC. IS SHOWN. REFERENCE SHALL BE MADE TO THE FULL DRAWING PACKAGE INCLUDING ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR COORDINATION AND POTENTIAL CONFLICTS. THE MECHANICAL CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, 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 DUCTWORK. 4. STARTERS, COMBINATION STARTERS, CONTACTORS, ETC. FOR MECHANICAL EQUIPMENT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. ALL POWER WIRING AND CONDUIT TO EQUIPMENT TERMINALS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. POWER SHALL BE TURNED ON ONLY BY THE MECHANICAL CONTRACTOR. 5. ALL SMOKE DETECTORS, SHOWN ON THE PLANS FOR ROOFTOP EQUIPMENT, SHALL BE FACTORY INSTALLED. CONTRACTOR SHALL, AFTER CONFERRING WITH THE LOCAL INSPECTION DEPARTMENT, PROVIDE ADDITIONAL FIRE AND SMOKE PROTECTION FOR THESE SYSTEMS AS REQUIRED TO MEET LOCAL CODES. THIS SHALL INCLUDE ALL NECESSARY FIRESTATS, ADDITIONAL SMOKE DETECTORS, EMERGENCY STOP SWITCHES, ALARMS, AND SMOKE DAMPERS. ANY ADDITIONAL SMOKE DETECTORS SHALL BE MODEL # DH100ACDCP AS MANUFACTURED BY "SYSTEM SENSOR". 6. ALL RECTANGULAR METAL DUCTWORK SHALL HAVE 1" THICK (R-VALUE OF 4.2), U.L. LISTED, COATED DUCT LINER INSTALLED AS PER MANUFACTURER'S DIRECTIONS. DUCT SIZES LISTED ARE SHEET METAL DIMENSIONS, SIZED TO INCLUDE LINER. ALL ROUND DUCTWORK SHALL BE 26 GA. GALVANIZED STEEL WRAPPED WITH 1-1/2" THICK (R-VALUE OF 4.2) FIBERGLASS INSULATION AND FIBERGLASS SCRIM REINFORCED ALUMINUM FOIL. FLEX DUCT WILL BE PERMITTED FOR FINAL TIE-IN TO GRILLES NOT TO EXCEED 5'-0" IN TOTAL FLEX LENGTH PER GRILLE. ALL DUCTS IN UNCONDITIONED SPACES SHALL BE WRAPPED WITH 2" THICK (R-VALUE OF 6.0) FIBERGLASS INSULATION AND FIBERGLASS SCRIM REINFORCED ALUMINUM FOIL. 7. DUCTWORK CONSTRUCTION SHALL BE PER SMACNA STANDARDS. CURVED ELBOWS SHALL HAVE A CENTERLINE NOT LESS THAN 1-1/2 TIMES DUCT DIAMETER, OR SHALL HAVE TURNING VANES INSTALLED. PROVIDE BALANCING DAMPERS, TURNING VANES, AIR SCOOPS, SPIN COLLARS AND ANY OTHER ITEM REQUIRED TO PROPERLY BALANCE AIR FLOW. 8. BALANCE AIR TO ALL DIFFUSERS AS INDICATED ON DRAWINGS. PROVIDE INDEPENDENT CERTIFIED AIR BALANCE REPORT INDICATING ALL MECHANICAL AIR FLOW DEVICES ARE OPERATING AT DESIGN CONDITIONS. (RTU's, GRILLES, FANS, ETC.). 9. EACH UNIT SERVING SALES AREA SHALL BE PROVIDED WITH A DROP DIFFUSER SYSTEM AS MANUFACTURED BY CUSTOM CURB. DIFFUSERS SHALL HAVE SLANT FACE LOUVERS PROVIDING VERTICAL AND HORIZONTAL AIR STREAM CONTROL WITH TURNING VANES IN EACH QUADRANT. DIFFUSERS TO BE CONSTRUCTED OF 22 GA. (MINIMUM) GALVANIZED STEEL WITH STANDARD DUCT CONNECTIONS, AND BRACKETS FOR WIRE MOUNTING. DIFFUSER SHALL BE INSULATED WITH 1", ULTRALITE FIBER DUCT LINER. SEE DIFFUSER SCHEDULE, THIS SHEET, FOR SIZES. ROOFTOP HVAC MANUFACTURERS SHALL PROVIDE SEPARATE PRICING FOR DIFFUSERS AND GRILLES FROM THE ROOFTOP UNIT QUOTES. 10. ALL REQUIRED SUPPORTS, STRAPS, HANGERS, ETC. FOR DUCTWORK AND DROP DIFFUSERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. 11. ALL UNIT CABINETS SHALL BE CLEARLY LABELED IN TWO LOCATIONS WITH 6" HIGH BLACK STENCILED CHARACTERS CORRESPONDING TO UNIT #'S IN THE PLANS. (1) VISIBLE ON ROOF FROM ROOF ACCESS LADDER, ON THE SIDE OF THE UNIT, & (2) VISIBLE FROM SALES FLOOR, ON THE BOTTOM OF THE SUPPLY DIFFUSER. 12. HVAC UNIT AIR FILTERS SHALL BE REPLACED EVERY TWO WEEKS DURING CONSTRUCTION AND SHALL BE REPLACED ON THE DAY THE BUILDING IS TURNED OVER TO THE OWNER. 13. THE HVAC UNITS SERVING THIS FACILITY WILL BE CONTROLLED BY A "NOVAR" DIRECT DIGITAL CONTROL (DDC) BUILDING MANAGEMENT SYSTEM. THE "SAVVY' CONTROLLER WILL BE FURNISHED TO OWNER'S SWITCHGEAR SUPPLIER TO BE MOUNTED INSIDE OF THE MAIN SWITCHGEAR CABINETS. 14. HVAC UNIT #3 (SERVING THE OFFICES) SHALL BE CONTROLLED BY A SENSOR LOCATED IN THE CLASSROOM BESIDE DOOR AND MOUNTED ® 5'-0" A.F.F. ALL SENSORS, DUCTWORK, ETC. NECESSARY FOR A COMPLETE WORKING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CONDUIT AND WIRE WILL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. 15. FASTENING OF ANYTHING TO THE METAL ROOF DECK IS PROHIBITED. ANY CONTRACTOR RESPONSIBLE FOR DRILLING, PUNCHING, OR OTHERWISE PENETRATING THE METAL ROOF DECK SHALL BE REQUIRED TO REPLACE (NOT REPAIR) THE DAMAGED SHEETS AT HIS EXPENSE. (EXCEPTION - THE MECHANICAL CONTRACTOR SHALL DRILL THROUGH THE DECKING TO SECURE STRUCTURAL ROOF CURBS FOR HVAC UNITS AND EQUIPMENT AS PROVIDED IN THE DETAILS OF THESE DRAWINGS.) 16. HVAC SUPPLEMENTAL MATERIALS (FLEX DUCT, DUCT LINING, JACKETS, TAPE, TIES, FITTINGS, ETC.) SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DEVELOPED RATING NOT TO EXCEED 50. 17. AT COMPLETION OF EACH WORKING DAY, THE MECHANICAL CONTRACTOR SHALL CLEAN UP AND REMOVE ALL DEBRIS AND MATERIAL NOT USED. • L 0 WE mov HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOI OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED 1HIS DRAWING WAS PREPARED 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 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. i Z(j)A ®aim w Q m6v walu MM zo Z O o.. 66^1 U wzz J�ch xul- i MMMIIIIM • Lo ILL N N O ® z �H �co u � w4Y C H z rT� O C3i�o I -I c j O H w 06 mi 40' � N ® Co W u cci cn Y } m v/ Y ui w _j = U 0 U) Lu V' } m z LN L � U ® o CD _ O Q Q LL O o :wWZLLZ U�QZW Lu � ® c J {ia • i ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: M-3 VII ME03 03.15.02 • i J to GENERAL NOTES: Ff L0 W E OV HOME CENTERS, INC P.O. BOX 1111 N. WILKESBORO, NC 28656 e Y 1. THE INSTALLATION SHALL COMPLY WITH THE 199-9- EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND SHALL COMPLY WITH ALL OTHER STATE AND LOCAL CODES. 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ALL ELECTRICAL INSPECTIONS, PAY ALL INSPECTION FEES, AND SUBMIT A COPY OF THE FINAL INSPECTION REPORT TO THE OWNER. 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY WORK AND MATERIALS FOR A COMPLETE WORKING ELECTRICAL SYSTEM AS SHOWN ON THESE DRAWINGS AND SPECIFICATIONS WHETHER OR NOT DIRECTLY INDICATED. COORDINATE AND INSTALL THE ELECTRICAL REQUIREMENTS OF OTHER TRADES AS INDICATED ELSEWHERE IN THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE SITE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND FIRE PROTECTION SHEETS. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT ALL BOXES, HANGERS, SUPPORTS BE PROVIDED BY THE ELECTRICAL SUBCONTRACTOR WHETHER SHOWN OR NOT TO PROVIDE A FULLY OPERATIONAL, TESTED ELECTRICAL SYSTEM READY FOR THE OWNER'S USE. THE ELECTRICAL SUBCONTRACTOR SHALL ABIDE BY THE REQUIREMENTS OF THE SPECIFICATION BOOK PROVIDED WITH THESE DRAWINGS. 4. THE ELECTRICAL CONTRACTOR SHALL INSTALL ANY AND ALL METERING EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS OF THE POWER COMPANY. COORDINATE THE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND THE OWNER. 5. THE ELECTRICAL CONTRACTOR SHALL TAKE DELIVERY, UNLOAD WITH CONTRACTOR SUPPLIED EQUIPMENT, STORE AS NECESSARY IN A SUITABLE ENVIRONMENT, AND INSTALL THE ELECTRICAL SWITCHGEAR SUPPLIED BY THE OWNER'S ELECTRICAL EQUIPMENT SUPPLIER. SEE ADDITIONAL ELECTRICAL SWITCHGEAR NOTES ON SHEET E-13. 6. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL GROUNDING ACCORDING TO THE NEC ARTICLE 250 AND ACCORDING TO THE REQUIREMENTS INDICATED IN THE SPECIFICATIONS AND SHEET E-8. 7. ALL MATERIALS SHALL BE NEW, UL LABELED, AND USED ACCORDING TO THE LISTING OF THE MATERIAL FOR THE INTENDED PURPOSE. 8. THE LOCATION AND ROUTE OF CONDUITS AND RACEWAYS IN THESE DRAWINGS ARE SCHEMATIC. ALL EXPOSED CONDUITS AND RACEWAYS AND ALL CONDUITS AND RACEWAYS ABOVE LAY -IN CEILINGS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING STRUCTURE. ALL UNDERSLAB AND UNDERGROUND CONDUITS AND RACEWAYS SHALL BE INSTALLED THE MOST DIRECT ROUTE AND PROPERLY COORDINATED WITH ALL OTHER UNDERGROUND UTILITIES. ALL UNDERSLAB AND UNDERGROUND CONDUITS SHALL BE RIGID STEEL OR NEC APPROVED PVC CONDUIT. ALL UNDERSLAB AND UNDERGROUND BENDS AND ELBOWS SHALL BE MADE WITH RIGID STEEL ELBOWS TO PREVENT CUTTING THROUGH PVC WHEN PULLING CONDUCTORS. ALL CONDUIT IN THE CEILING OF THE SALES FLOOR, RECEIVING AREAS AND GARDEN CENTER SHALL BE MOUNTED TO THE BOTTOM OF THE TOP CHORD OF ALL JOISTS AND GIRDERS UNLESS EXPRESSLY PERMITTED OTHERWISE BY THE DRAWINGS. NO CONDUIT SHALL BE PERMITTED ON THE BOTTOM CHORD. NO CONDUIT SHALL BE INSTALLED ON THE TOP OF THE TOP CHORD IN THE FLUTES OF THE STEEL DECKING UNLESS EXPRESSLY PERMITTED OTHERWISE BY THE DRAWINGS. 9, PROVIDE ALL EXPANSION FITTINGS, PITCH POCKETS, EQUIPMENT SUPPORTS AND ACCESS DOORS AS REQUIRED TO COMPLETE THE INSTALLATION OF THE ELECTRICAL SYSTEM. COORDINATE THESE REQUIREMENTS WITH OTHER APPLICABLE TRADES. 10. THE MECHANICAL CONTRACTOR SHALL PROVIDE STARTERS AND DISCONNECTS FOR HVAC EQUIPMENT EXCEPT AS PROVIDED AS PART OF THE OWNER'S ELECTRICAL EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE WIRING TO ALL DISCONNECTS AND FROM THE DISCONNECT TO THE MECHANICAL EQUIPMENT AS REQUIRED TO PROVIDE ELECTRICAL POWER TO THE UNIT. 11. PROVIDE COMPLETE CONDUIT AND RACEWAY SYSTEMS FOR TELEPHONE, COMPUTER DATA, POINT -OF -SALES, FIRE ALARM, AND SECURITY SYSTEMS AS INDICATED IN THE DRAWINGS. PROVIDE A 220 POUND NYLON PULL CORD IN EACH CONDUIT AND RACEWAY FOR FUTURE CABLE INSTALLATION BY OTHERS. 12. PROVIDE POWER TO ALL LOWE'S ROAD SIGNS, PYLON SIGNS, AND BUILDING SIGNS AS REQUIRED. SEE ARCHITECTURAL PLANS, SITE PLANS, AND CIVIL PLANS FOR SIGN LOCATIONS. 13. PROVIDE PHENOLIC LABELS WITH BLACK BACKGROUND AND WHITE LETTERING FOR ALL DISCONNECTS, WIRING TROUGHS, ETC. TO IDENTIFY THE EQUIPMENT OR THE EQUIPMENT SERVED. 14. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN/ OR XHHW INSULATION SUITABLE FOR THE INTENDED USE. ALL LIGHTING HOMERUNS SHALL BE #10 AWG MINIMUM UNLESS LARGER SIZES ARE INDICATED ON THE DRAWINGS OR IN PANELBOARD SCHEDULES ON SHEET E-13. ALL 120 VOLT AND 277 VOLT BRANCH CIRCUITS OVER 100 FEET SHALL BE #10 AWG FROM THE PANELBOARD TO THE FIRST OUTLET UNLESS LARGER SIZES ARE INDICATED ON THE DRAWINGS OR IN THE PANELBOARD SCHEDULES ON SHEET E-13. ALL "CP" CIRCUIT WIRING SHALL BE IN DEDICATED RACEWAYS AND SHALL BE STRANDED COPPER WIRING SEE COMPUTER SYSTEM NOTES ON SHEET E-6. 15. THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE LAMPS FOR ALL LIGHT FIXTURES IN STRICT ACCORDANCE TO THE LIGHT FIXTURE SCHEDULE ON SHEET E-1. ALL DISCREPANCIES SHALL BE REPLACED AT THE ELECTRICAL CONTRACTORS EXPENSE. 16. ALL DUPLEX RECEPTACLES SHALL BE MOUNTED VERTICALLY AND 15' (NOMINALLY) A.F.F. TO BOTTOM OF BOX UNLESS OTHERWISE INDICATED. BOTTOM OF BOXES SHALL BE COORDINATED TO THE NEAREST MASONRY JOINT FOR ELEVATIONS INDICATED. 17. ALL NIGHT LIGHTING AND EMERGENCY LIGHTING SUPPLIED BY PANEL "ELS" SHALL HAVE DEDICATED CONDUIT AND WIRING SYSTEMS FROM THIS PANEL AND IN NO INSTANCE SHALL OTHER WIRING BE PERMITTED TO SHARE THIS CONDUIT AND WIRING SYSTEM. 18. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE LIGHTING SUPPLIER WITH THE LIGHT FIXTURE WIRING DRAWINGS FOR COORDINATION OF THE MODULAR WIRING SYSTEM. THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE THE CORRECT NUMBER OF PHASE, NEUTRAL, AND GROUND CONDUCTORS OF THE APPROPRIATE SIZE AS INDICATED TO EACH JUNCTION BOX THAT BEGINS A MODULAR WIRING LIGHTING CIRCUIT. THE MODULAR WIRING SYSTEM BEGINS WITH A JUNCTION BOX LOCATED AT THE FIRST FIXTURE OF EACH LIGHTING CIRCUIT. 19. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE PROPER NUMBER OF PHASE, NEUTRAL, AND GROUND CONDUCTORS OF THE SIZE INDICATED FROM THE PANELBOARD TO THE JUNCTION BOXES AT THE BEGINNING OF EACH LIGHTING CIRCUIT. A DEDICATED NEUTRAL SHALL BE PULLED FOR EACH CIRCUIT. ABSOLUTELY NO SHARING OF LIGHTING NEUTRALS SHALL BE PERMITTED. 20. FASTENING OF ANYTHING TO THE METAL DECK IS PROHIBITED. ANY CONTRACTOR RESPONSIBLE FOR DRILLING, PUNCHING, OR OTHERWISE PENETRATING THE METAL ROOF DECK WILL BE REQUIRED TO REPLACE, NOT REPAIR, THE DAMAGED SHEET AT THE EXPENSE OF THE RESPONSIBLE CONTRACTOR. 21. ALL LAMPS SHALL BE WARRANTIED NOT TO BURN OUT FOR 24 MONTHS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR TO REPLACE ANY BURNED OUT LAMPS FOR THE FIRST TWO YEARS AFTER KEY TURNOVER TO THE OWNER. 22. ALL EQUIPMENT SHALL BE INSTALLED WITH WORKING CLEARANCES IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.E.C. 23. ALL CONDUITS, JUNCTION BOXES, COUPLINGS, DEVICES, ETC. LOCATED IN THE GARDEN CENTER AREA SHALL BE WEATHERPROOF. 24. ALL FIRE RATED ;WALL PENETRATIONS _SHALL BE PROTECTED._A000RDING TO THE DETAILS ON SHEET E-9. COORDINATE THE LOCATION_ OF FIRE -RATED WALLS INDICATED ON, THE :ARCHITECTURAL SHEETS ELECTRICAL SYMBOLS SCHEDULE BRANCH OR FEEDER CONDUIT INSTALLED IN WALL OR EXPOSED. SEE GENERAL NOTE #8. BRANCH OR FEEDER CONDUIT INSTALLED BELOW SLAB OR BELOW GRADE. SEE GENERAL NOTE #8. DUPLEX RECEPTACLE. INSTALL 15" A.F.F. TO BOTTOM OF BOX OR AS OTHERWISE INDICATED IN THE DRAWINGS. SEE NOTE 16. NEMA 5-20R. (FLUSH MOUNTED) COLOR - GRAY DOUBLE DUPLEX RECEPTACLE IN 4-GANG BOX. INSTALL 15" A.F.F. TO BOTTOM OF BOX OR AS OTHERWISE INDICATED IN THE DRAWINGS. SEE NOTE 16. NEMA 5-20R. (FLUSH MOUNTED) COLOR - GRAY GFI 4@-- GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE. INSTALL 15" A.F.F. TO BOTTOM OF BOX OR AS OTHERWISE INDICATED IN THE DRAWINGS. SEE NOTE 16. NEMA 5-20R. (FLUSH MOUNTED) COLOR - GRAY WP DUPLEX RECEPTACLE WITH WEATHERPROOF COVER. INSTALL 15" A.F.F. OR FINAL GRADE TO BOTTOM OF BOX OR AS OTHERWISE INDICATED IN THE DRAWINGS. SEE NOTE 16. NEMA 5-20R. (FLUSH MOUNTED) COLOR - GRAY SPECIAL HEAVY DUTY RECEPTACLE. REFER TO ELECTRICAL DRAWINGS FOR TYPE AND ADDITIONAL INFORMATION. RT DUPLEX RECEPTACLE WITH RAINTIGHT WHILE -IN -USE COVER. INSTALL 15" A.F.F. OR FINAL GRADE TO BOTTOM OF BOX OR AS OTHERWISE INDICATED IN THE DRAWINGS. SEE NOTE 16. NEMA 5-20R. (FLUSH MOUNTED) COLOR - GRAY ISOLATED GROUND, DUPLEX RECEPTACLE FOR COMPUTER EQUIPMENT. INSTALL 15" A.F.F. TO BOTTOM OF BOX OR AS OTHERWISE INDICATED IN THE DRAWINGS. SEE NOTE 16. NEMA 5-20R. (FLUSH MOUNTED) COLOR - ORANGE FACE WITH DEPRESSED TRIANGLE ON FACE. SINGLE POLE TOGGLE SWITCH, 20 AMP, SIDE WIRED WITH GROUNDING SCREW. INSTALL 48" A.F.F. S TO TOP OF BOX. (FLUSH MOUNTED) COLOR - GRAY S 3 3-WAY TOGGLE SWITCH, 20 AMP, SIDE WIRED WITH GROUNDING SCREW. INSTALL 48" A.F.F. TO TOP OF BOX. (FLUSH MOUNTED) COLOR - GRAY S4 4-WAY TOGGLE SWITCH, 20 AMP, SIDE WIRED WITH GROUNDING SCREW. INSTALL 48" A.F.F. TO TOP OF BOX. (FLUSH MOUNTED) COLOR - GRAY FLUSH MOUNTED TELEPHONE OUTLET 4"x4" BOX WITH PLASTER RING. INSTALL 15" A.F.F. TO BOTTOM OF >_ OF BOX. SEE NOTE 16. INSTALL A CONTINUOUS 3/4" CONDUIT OVERHEAD FROM BOX TO 7'-0" A.F.F. AT THE TELEPHONE EQUIPMENT BOARD. PROVIDE A 220 POUND NYLON PULL ROPE. EACH BOX SHALL HAVE A DEDICATED CONDUIT EXCEPT AS NOTED OTHERWISE IN THE DRAWINGS. SURFACE MOUNTED TELEPHONE OUTLET 4"x4" BOX WITH PLASTER RING. INSTALL 15" A.F.F. TO BOTTOM OF OF BOX. SEE NOTE 16. INSTALL A CONTINUOUS 3/4" CONDUIT OVERHEAD FROM BOX TO 7'-0" A.F.F. AT THE TELEPHONE EQUIPMENT BOARD. PROVIDE A 220 POUND NYLON PULL ROPE. EACH BOX SHALL HAVE A DEDICATED CONDUIT EXCEPT AS NOTED OTHERWISE IN THE DRAWINGS, 0__ FLUSH MOUNTED DATA SYSTEMS OUTLET FOR COMPUTER EQUIPMENT. MOUNT 15" A.F.F. AND EXTEND A 3/4" CONDUIT FROM EACH OUTLET TO JUNCTION BOX AT COMPUTER. SEE NOTE 16 AND SHEET E-7. 0- SURFACE MOUNTED DATA SYSTEMS OUTLET FOR COMPUTER EQUIPMENT. MOUNT 15" A.F.F. AND EXTEND A 3/4" CONDUIT FROM EACH OUTLET TO JUNCTION BOX AT COMPUTER. SEE NOTE 16 AND SHEET E-7. Z SERVICE GROUNDING ELECTRODE. A.F.F. ABOVE FINISHED FLOOR. N.E.C. NATIONAL ELECTRICAL CODE. G GROUNDING CONDUCTOR IG ISOLATED GROUNDING CONDUCTOR C CONDUIT Di DISCONNECT SWITCH WITH RATING INDICATED, PROVIDE ENCLOSURE SUITABLE FOR ENVIRONMENT IN WHICH SWITCH IS INSTALLED. FUSE PER NAMEPLATE RATING OF EQUIPMENT SERVED. J❑ OR Q JUNCTION BOX SIZED PER N.E.C. OR AS NOTED. 11 ! • REVISIONS OPRE -BID SET ® POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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. • • • ! Z Y) ' o N OID u ® Z z ® �� 4 �Zz Pik 3 0 00 Q � � h i ej Do � O 0 s 00 Ri® �!,4 00 Y M LL Nz N Q ®� H cr-co Lo m(6 w 4 M ~ Z �T� U O W F_ Z �® H U� u�c6 co Lr) 4 0 CV CO u r'r'1 = M z U Lu m o O Y W z U ®7 U Q L U V W a 0 ® m J � C.) {) LL W ® LL N JQ BOO Lo LLO 0 W U) W Z L- z ® w �✓) U a s s ORIGINAL 4/15/02 ISSUE DATE: PERMIT SET ISSUE DATE: 4115/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-0 Vil EL00 03.15.02 n r Il n n 0 n 0 Y Y Y Y Y Y Y Y Y _ L e E I� O �N . IN O 4 . ' O SECURE I SECURE WITHIN 12" OF CHANGE SECURE WITHIN 12" OF CHANGE IN DIRECTION OR TERMINATION IN DIRECTION OR TERMINATION 4 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 X-TRA LIGHT FHB-632U-277H-M4-C3 (2) SYLVANIA � 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH 2 TOP -MOUNTED LAMPS TO ILLUMINATE SYLVANIA QT3x32/277PLUS 277 1.18 THE CEILING. FACTORY -WIRED WITH PLUG TO MATCH MODULAR WIRING. INCLUDE F1 - - 8 32 3 ELECTRONIC (1) SYLVANIA 285 TRAPEZE HANGERS AND SAFETY CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND F1 F032/841 XPS/ECO QT2x32/2771S 277 0.90 2-E1. WIRE BALLAST CIRCUITS ACCORDING TO DETAIL 6-E1. F1-NL X-TRA LIGHT FHB-632U-277H-M4-C3 (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH 2 TOP -MOUNTED LAMPS TO ILLUMINATE SYLVANIA QT3x32/277PLUS 277 1.18 THE CEILING. FACTORY -WIRED WITH PLUG TO MATCH MODULAR WIRING. INCLUDE F1-NL - - 8 32 3 ELECTRONIC (1) SYLVANIA 285 TRAPEZE HANGERS AND SAFETY CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND F1-NL F032/841 XPS/ECO QT2x32/2771S 277 0.90 2-E1. WIRE BALLAST CIRCUITS ACCORDING TO DETAIL 7-E1. F2 X-TRA LIGHT FHB-632-277H-M4-C3 (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH NO TOP -MOUNTED LAMPS. FACTORY -WIRED SYLVANIA QT3x32/277PLUS WITH PLUG TO MATCH MODULAR WIRING. INCLUDE TRAPEZE HANGERS AND SAFETY F2 - - 6 32 2 ELECTRONIC 1 277 1.18 227 CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND 2-E1. WIRE BALLAST CIRCUITS F2 F032/841 XPS/ECO ACCORDING TO DETAIL 8-E1. F2-NL X-TRA LIGHT FHB-632-277H-M4-C3 (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH NO TOP -MOUNTED LAMPS. FACTORY -WIRED SYLVANIA QT3x32/277PLUS WITH PLUG TO MATCH MODULAR WIRING. INCLUDE TRAPEZE HANGERS AND SAFETY F2-NL - - 6 32 2 ELECTRONIC 277 1.18 227 CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND 2-E1. WIRE BALLAST CIRCUITS F2-NL F032/841 XPS/ECO ACCORDING TO DETAIL 9-E1. F3 - - (1) LLPRSL 320-WATT PULSE START METAL HALIDE LINEAR REACTOR BALLAST. DIE-CAST HUBBELL BL320W8-WA-WH-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, "SO" F3 O COOPER MLSS-PD22-M-320-277-SCF-TPPH-FH1-PC3 1 320 1 MAGNETIC LINEAR REACTOR 277 HPF 342 CORD, AND NEMA PLUGS - ALL FACTORY ASSEMBLED. PROVIDE LAMP FOR FIXTURE. F3 LITHONIA THR 320M PA22 277 LLRPSL SCK LCPP TPH277 MP320/350/PS/BU FIXTURE SHALL INCLUDE ACRYLIC REFRACTOR AND UL LABEL FOR DAMP LOCATIONS. MOUNT FIXTURES USING DETAIL 13-E1. F3-NL - - (1) SCWA 320-WATT PULSE START METAL HALIDE SCWA BALLAST WITH 250 WATT QUARTZ HUBBELL BL320W8-WA-WH-QST-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START RESTRIKE TIME DELAY OPTION. DIE-CAST ALUMINUM WHITE FINISH. PROVIDE WITH "SO" F3-NL is MPSS-PD22-M-320-277-SCF-TPPH-FHI-PC3 1 320 1 MAGNETIC SUPER CWA WITH 277 HPF 368 POWER HOOK BOX, FIXTURE HOOK, CORD, AND NEMA PLUGS - ALL FACTORY F3-NL LITHONIA LITHONIA THR 320M PA22 277 SCWA QRSTD SCK LCPP TPH277 MP320/350/PS/BU 250 WATT QUARTZ ASSEMBLED. PROVIDE LAMPS. FIXTURE SHALL INCLUDE ACRYLIC REFRACTOR AND UL LABEL FOR WET LOCATIONS. MOUNT FIXTURES USING DETAIL 13-E1. F4 - - (1) SYLVANIA 2'x4' LAY -IN FLUORESCENT FIXTURE WITH OUTER 2 LAMPS ON ONE BALLAST AND HUBBELL RS3GNA02-S8E- 1 C-3X SYLVANIA QT2x32/2771S! 277 0.90 CENTER LAMP ON SEPARATE BALLAST. FIXTURE SHALL BE SWITCHED ACCORDING TO F4 COOPER 2GC8-332-A125-277V-TEB82-A3/8-4/14G-U 3 32 2 ELECTRONIC (1) SYLVANIA 89 SHEET E-3 AND DETAIL 10-E1. FIXTURES IN VESTIBULES ARE NOT SWITCHED BUT F4 LITHONIA 2SP-G-332-FW-A12125-277-PWS/14/4/6 F03 84 S 2/ 1 XP /ECO QT1 x32/2771S 277 0.90 ARE CONTROLLED BY "BMS." A FACTORY INSTALLED 6' WHIP SHALL BE WIRED TO A J-BOX. LIGHTING CIRCUITS SHALL BE HARD -PIPED IN METAL CONDUIT. F4-NL - - (1) SYLVANIA 2'x4' LAY -IN FLUORESCENT FIXTURE WITH 3 LAMPS ON A SINGLE BALLAST. FIXTURE HUBBELL RS3GNA02-S4E-1A-3X SYLVANIA QT3x32/2771S MAY BE SWITCHED ONLY ACCORDING TO SHEET E-3 AND DETAIL 11-E1. FIXTURES IN "BMS." F4-NL COOPER 2GC8-332-A125-277V-TEB81-A3/8-2/14G-U 3 32 1 ELECTRONIC 277 0.90 87 VESTIBULES ARE NOT SWITCHED BUT ARE CONTROLLED BY A FACTORY F4-NL LITHONIA 2SP-G-332-FW-A12125-277-PWS/14/3/6 F032/841 XPS/ECO INSTALLED 6' WHIP SHALL BE WIRED TO A J-BOX. LIGHTING CIRCUITS SHALL BE 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 F5 ® COOPER GCR-232-Al 25/277V-TE881-A3/8-2/14G-U 2 32 1 ELECTRONIC 277 0.90 59 SAME ROOM. 3/4" FLEXIBLE CONDUIT MAY BE USED FROM THIS FIXTURE TO THE F4 F5 LITHONIA SP-G-232-FW-A12125-277-PWS/14/3/6 F032/841 XPS/ECO FIXTURE. ONE-PIECE KEYLESS, TOP -WIRED, 60OW, 240-VOLT, OUTLET BOX LAMPHOLDER WITH 2 F6 LEVITON 8829-CW1 INCANDESCENT TERMINAL SCREWS. MOUNT JUST ABOVE DOOR HEADER IN THE "ELT CLOSETS WHERE F6 (OR EQUAL) 1 75 N/A N/A N/A 120 N/A N/A INDICATED ON DRAWINGS. MATERIAL SHALL BE UREA. PROVIDE A 75-WATT F6 (SUPPLIED BY ELECTRICAL CONTRACTOR) LAMP INCANDESCENT LAMP. F7 - - (1) LLPRSL 320-WATT PULSE START METAL HALIDE LINEAR REACTOR BALLAST. DIE-CAST HUBBELL CH32W8-M-LM-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, "SO" F7 O COOPER MLRB-RP28-320-277-SCF-WL-TPPH-FHI-PC3-NEMA3R 1 320 1 MAGNETIC LINEAR REACTOR 277 HPF 342 CORD, AND NEMA PLUGS - ALL FACTORY ASSEMBLED. PROVIDE LAMP FOR FIXTURE. F7 LITHONIA TXP 320M A26 277 LLRPSL WL SCK LCPP TPH277 MP320350 BU / PS / / FIXTURE SHALL BE TOTALLY ENCLOSED, GASKETED, AND UL LABELED FOR WET LOCATIONS. MOUNT FIXTURE USING DETAIL 14-E1. F7-NL 1 SCWA 320-WATT PULSE START METAL HALIDE SCWA BALLAST WITH 250 WATT QUARTZ HUBBELL CH32W8-M-LM-QST-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START'I RESTRIKE TIME DELAY OPTION. DIE-CAST ALUMINUM WHITE FINISH. PROVIDE WITH "SO" F7-NL e COOPER MPRB-RP28-320-277-SCF-WL-TPPH-FH1-PC3-NEMA3R 1 320 1 MAGNETIC SUPER CWA WITH 277 HPF 368 POWER HOOK BOX, FIXTURE HOOK, CORD, AND NEMA PLUGS - ALL FACTORY F7-NL LITHONIA TXP 320M A26 277 SCWA QRSTD WL SCK LCPP TPH277 MP320/350/PS/BU 250 WATT QUARTZ ASSEMBLED. PROVIDE LAMPS. FIXTURE SHALL BE TOTALLY ENCLOSED, GASKETED, AND UL LABELED FOR WET LOCATIONS. MOUNT FIXTURE USING DETAIL 14-E1. 1 CWA O WALL OR COLUMN MOUNTED "HID" FIXTURE. DIE CAST ALUMINUM HOUSING WITH LIGHT WL-1 HUBBELL MVA400H2A83AW SYLVANIA GRAY FINISH. MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. WL-1 n COOPER MHHR-R3-400-277-OA1065-GRY 1 400 1 MAGNETIC 277 HPF 455 ALUMINUM REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 4" ARM AND WL-1 ICJ LITHONIA KAD-40OM-R3-277-WBD04-DGC MS400/HOR WALL MOUNTING PLATES. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 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 MVA400H2A83AWQ SYLVANIA WITH 250 WATT GRAY FINISH. MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. WL-2 COOPER MHHR-R3-400-277-OA1065-Q-GRY 1 400 1 MAGNETIC TIME -DELAY (60%) 277 HPF 455 ALUMINUM REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 4" ARM AND WL-2 LITHONIA KAD-40OM-R3-277-QRSTD-WBD04-DGC MS400/HOR QUARTZ RESTRIKE WALL MOUNTING PLATES. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 I USING AI 4-El AND 5-El,WATT QUARTZ, (1) CWA WALL MOUNTED "HID" FIXTURE. DIE CAST ALUMINUM HOUSING WITH LIGHT GRAY FINISH. FL-1 HUBBELL MHK040OH368-L-M53 (WITH TCB-W3) SYLVANIA MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. ALUMINUM FL-1 COOPER MHWR-65S-400-277V-GRY (W/BRACKET) 1 400 1 MAGNETIC 277 HPF 455 REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 2" TENON MOUNTING FL-1 LITHONIA 170S-40OM-HPN-277-TS-DGC (W/BRACKET) MS400/HOR BRACKET. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 USING DETAILS 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 MHK400H368QSTL3 (WITH TCB-W3) SYLVANIA WITH 250 WATT MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. ALUMINUM FL-2 COOPER MHWR-65S-400-277V-EM-GRY (W/ BRACKET) 1 400 1 MAGNETIC TIME -DELAY (60%) 277 HPF 455 REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 2" TENON MOUNTING FL-2 LITHONIA 170S-40OM-HPN-277---QRSTD-TS-DGC(W/BRKT) MS400/HOR QUARTZ RESTRIKE BRACKET. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 USING DETAILS 3-E1 AND 15-E1. UL WET LABELED. 250 WATT QUARTZ. SYLVANIA 1 SYLVANIA 9" ROUND DOWN LIGHT WITH TRIPLE TUBE, VERTICAL 42-WATT COMPACT FLUORESCENT DL HUBBELL D442-277SL (WITH A8AR73) QTP1x42/277CF LAMP. DIE CAST ALUMINUM PLASTER FRAME WITH 2-1/2" VERTICAL ADJUSTMENT AND DL O COOPER C7042-E277-745OLI-TRM7P 1 42 CF42DT/E/IN/841 1 ELECTRONIC 277 1.00 50 15' TELESCOPING HANGER ARMS. PREWIRED JUNCTION BOX. WHITE TRIM RING WITH DL LITHONIA LGFV-42TRT-9-RW-FFL-277-TRW T-4 GX24q-4 TEMPERED PRISMATIC LENS. UL WET LABELED. SYLVANIA () CWA UP/DOWN CYLINDER LIGHT FIXTURE MOUNTED 17'-1" TO CENTER A.F.F. THIS FIXTURE AL _ _ WILL BE COVERED BY A DECORATIVE DIAMOND -SHAPED METAL PIECE PROVIDED AND AL 62 COOPER LUMIERE 715-2 2 70 MPD70PAR30LN/U/830/SP 2 MAGNETIC 277 HPF 180 INSTALLED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE ARCHITECTURAL AL - - VENDOR ID# 64661 DRAWINGS AND GC. SOME FIXTURES MAY HAVE REMOTE BALLAST. UL WET LABELED. MAX OVERALL HEIGHT IS 15' AND MAX DEPTH IS 7" INCLUDING ARM. EXIT LIGHT WITH WHITE FACE AND 6" RED LETTERS. DARKENED QUADRANTS OF RA SYMBOLS IN THE DRAWINGS INDICATE FACES TO BE ILLUMINATED. ARROWS IN EXIT Z� COOPERL LPX60RWH 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 LITHONIA LQM-S-3-R-277 BE SUPPORTED BY CHAINS. (SEE DETAIL 12-E1) WP _ _ EXIT LIGHT WITH WHITE FACE AND 6" RED LETTERS. DARKENED QUADRANTS OF HUBBELL N4EAR9L SYMBOLS IN THE DRAWINGS INDICATE FACES TO BE ILLUMINATED. ARROWS IN EXIT ®� COOPER XLWW-SRW-DUAL 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 EXIT LITHONIA LV-S-W-1-R-277 SHALL BE SUPPORTED BY CHAINS. (SEE DETAIL 12-E1). UL WET LABELED. POLE, ROUND TAPERED ALUMINUM, WITH ONE TENON MOUNTED WL-1 FIXTURE WITH P-1 WL-1 HUBBELL RTA181 POM53 / AFB1 M53 _ FACTORY ROUND POLE ARM ADAPTER. POLE SHALL WITHSTAND 100 MPH WIND PLUS P-1 G)❑ COOPER 81774-001P241 - - - - - - - 1.3 GUST BASED ON TOTAL EPA OF FIXTURES. POLE SHALL BE PROVIDED WITH P-1 LITHONIA LHRTA 18 6C T20 VD FBC DGYG VIBRATION DAMPER, GROUND LUG, POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE BASE MOUNTING DETAIL 16-E1. P-2 _ _ _ POLE, ROUND TAPERED ALUMINUM, WITH TWO TENON MOUNTED FL-1 FIXTURES AT 180'. HUBBELL RTA181 POM53 / AFB21 M53 POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA OF P-2 COOPER 81775-001 P241 - - - - - - - FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, POLE P-2 LITHONIA LHRTA 18 7E T25 VD FBC RBA28 DGYG - BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE BASE FL-1 FL-1 MOUNTING DETAIL 16-E1. _ POLE, ROUND TAPERED ALUMINUM, WITH THREE TENON MOUNTED FL-1 FIXTURES AT FL-1 FL-1 HUBBELL RTA181 POM53 / AFB32M53 - 120% POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA COOPER 81775-002P241 _ - OF FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, P-3 P-3 LITHONIA LHRTA 18 7E T25 VD FBC RBA32 DGYG - POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE P-3 FL-1 BASE MOUNTING DETAIL 16-E1. FL-1 FL-1 - - _ POLE, ROUND TAPERED ALUMINUM, WITH FOUR TENON MOUNTED FL-1 FIXTURES AT HUBBELL RTA181 POM53 / AFB43M53 - 99. POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA COOPER 81775-003P241 _ OF FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, P-4 P-4 LITHONIA LHRTA 18 70 T35 VD FBC RBA49 HD DGYG - POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE P_4. 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. J-BOX MOUNTED ABOVE BOTTOM CHORD OF BAR JOISTS CIRCUIT CONDUIT - WASHER & NUT TO SECURE BOLT TO WALL. LEVELING NUT, WASHER, AND LOCK WASHER. WALL BRACKET o SUPPLIED WITH " 45° FIXTURE. O 1/2" FIXTURE CONDUIT. NUT AND LOCKWALL WASHER TO SECURE 2-3/8" O.D. STEEL PIPE. WALL BRACKET AFTER FABRICATION ALL WELDS (4) 3/8"x16" SS BOLTS TO 4 BOLTS SHALL BE GROUND SMOOTH WITH WASHERS AND THE ENTIRE ASSEMBLY SHALL BE PAINTED TO MATCH 36' FIXTURE COLOR. i 1/2" STEEL LB WELD PIPE TO PLATE. NOTE: FOR MOUNTING THIS FIXTURE GRIND SMOOTH, TO STEEL STRUCTURE USE DETAIL BACKPLATE SUPPLIED 15-E1. WITH LIGHT FIXTURE TO MATCH FIXTURE " r_24---------------------- WALL BRACKET _ ----------- 1/2" FIXTURE CONDUIT---'*""-1/2" x 8" x 8" STEEL PLATE WITH (4) 5/8" HOLES LOCATED 1-1 /2" FROM EDGE TO SEAL CONDUIT PENETRATION WITH CENTER OF HOLE. ATTACH TO BLOCK USING 20'-0" SILICON BASED SEALANT PREVENT 1/2" BOLTS OF SUFFICIENT LENGTH, A.F.F. THE POSSIBILITY OF WATER PENETRATION. PROVIDE FULL PERIMETER BACKER ROD AND 3 DETAIL 3 CAULK BETWEEN WALL PLATE AND MASONRY. 1 MOUNTING DETAIL FOR TYPE "FL" FIXTURES WHEN ATTACHED TO BLOCK WALL (TYPICAL) OF "MC" CABLE OF "MC" CABLE LO WE •� 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 e • FOR STRAIGHT RUNS FOR STRAIGHT RUNS REVISIONS UNISTRUT, 14 GA. , "" CABLE UNISTRUT, 14 GA 1-5/8' X 1-5/8' O SSUEID DATE � ISSUEOSUE DATE EET OF "MC" CABLE OF MC 1-5/8" X 1-5/8" DATE I I DESCRIPTION EYE BOLT AND TRAPEZE HANGER EYE BOLT AND TRAPEZE HANG JOI,. UNISTRUT BOLTED TO JUIJ. LUNISTRUT BOLTED TO BAR BOTTOM OF TOP CHORD BAR BOTTOM OF TOP CHORD USING THROUGH BOLT, USING THROUGH BOLT, FENDER WASHERS, HEX FENDER WASHERS, HEX NUT, AND LOCK WASHERS. NUT, AND LOCK WASHERS. THIS DRAWING IS THE PROPERTY OF LOWE'S HOME UNISTRUT CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE EYEBOLT OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. HANGER COPYRIGHT 2001 ALL RIGHTS RESERVED 1 1-LUOIRESCENT 1„IOUNTING DETAIL HANGER TABS `�,I► I I I I #I -�J 1 101�f1 �TII V� �./�T�I� /� A * /� 1 �' t„if-4L 1�10 ��'rF'4L� FIXTURE Vt�110FEe.CENT C��'` vvAL /'� NO S`j�L� THISDAWINFORREUSE THIS DRAWING WAS PREPARED 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 FLUORESCENT HIGHBAY FIXTURE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON rr » EXTEND SO CORD TO CEILING MOUNTING DETAIL. ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. MOUNTED J-BOX AND TIE INTO REPRODUCTION OF THIS DRAWING FOR REUSE ON IS NOTAUTHORIZEDANDIS ANO"ELS" CIRCUIT. USE A MODULAR CONDUIT TO THELAECT CONTRARY TO THE LAW. -CONTRARY - WIRING PLUG FOR TYING INTO r • IDULAR WIRING SYSTEM. 4CK "SOP CORD SECURED UNI-STRUT, 14 GA *H ZIP -TIES TO 1-5/8" x 1-5/8" AIN @2' INTERVALS #12, 1 #12G.) NGING CHAINS )0 LB. TEST CHAIN) FIX Ir P�U�RE eAR J 8 EYEBOLTS (FOR LEVELING) CONDUIT MQ �• ' °k ANo e eAR so,, oc NE 4"x3/4"x16" 14 ga. ANNEL (KINDORF OR UNISTRUT) THIS DETAIL ONLY APPLIES JOIST 6% MA UND J-BOX WITH "SO" TO "HID" FIXTURES INSTALLED RD CONNECTOR UNDER GARDEN CENTER HARD CANOPY AND CUSTOMER LOADING IUNTING CANOPY CANOPY. FOR SHADE STRUCTURE ROVIDED WITH EXIT SIGN) FIXTURES USE DETAIL 14-E1. NOTE: MOUNT "EXIT' SIGNS ® 12'-0" A.F.F. TO BOTTOM OF SIGN. 12 EXIT LIGHT DETAIL E 1 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" --_ 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.-- WASHER & NUT HAND HOLE (LOCATE TO SECURE BOLT FUSEHOLDER AND FUSE - - - - - - TO WALL. DIRECTLY INSIDE HAND J-BOX MOUNTED ABOVE HOLE) BOTTOM CHORD OF BAR CONDUIT STUBS TO BE JOISTS LEVELING NUT, INSTALLED TO HEIGHT JOIST GIRDER WASHER, AND OF ANCHOR BOLTS I ® LOCK WASHER. WALL BRACKET 3/4„ CIRCUIT CONDUIT—"WALL BRACKET POLE BASE W/ SUPPLIED WITH SUPPLIED WITH 1" GROUT FIXTURE. FIXTURE. #8 BARE NUT AND LOCK WASHER 1/2" FIXTURE CONDUIT -y NUT AND LOCK WASHER GROUND WIRE - 3/4" CIRCUIT CONDUIT TO SECURE WALL WALL TO SECURE WALL BRACKET TO 4 BOLTS „ BRACKET TO 4 BOLTS CLAMP SUITABLE FOR 3SS BOLTS J-BOX MOUNTED TO TOP 4" ARM WITH WIRING ACCESS, AND WITH WASHERS 4 ARM WITH WIRING ACCESS, AND DIRECT BURIAL---------. WITH W CHORD OF BAR JOIST 2 MOUNTING BOLTS SUPPLIED WITH 2 MOUNTING BOLTS SUPPLIED WITH 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. #8 BARE GROUND WIRE - 1/L" STEEL LB 3/470 X 10'-0'° COPPER 1/2" STEEL LB ------------ CLAD GROUNDING ROD - BACKPLATE SUPPLIED ^`� WITH LIGHT FIXTURE �-� TO MATCH FIXTURE WALL BRACKET --------------------------------------------------------- JOIST GIRDER 1/4" x 6" x 6" STEEL PLATE WITH (4) 5/8" 1/4" x 6" x 6" STEEL PLATE WITH (4) 5/5' HOLES LOCATED 1-1/2' FROM EDGE TO HOLES LOCATED 1-1/2" FROM EDGE TO 1/7' CONDUIT INSTALLED COLUMN CENTER OF HOLE. ATTACH TO BLOCK USING SEAL CONDUIT PENETRATION WITH CENTER OF HOLE. ATTACH TO BLOCK USING THROUGH COLUMN 1/2" BOLTS OF SUFFICIENT LENGTH. SILICON BASED SEALANT TO PREVENT 1/2" BOLTS OF SUFFICIENT LENGTH. 20'-0" THE POSSIBILITY OF WATER PENETRATION PROVIDE FULL PERIMETER BACKER ROD AND A.F.F. CAULK BETWEEN WALL PLATE AND MASONRY. DETAIL; 4 DETAIL E7 MOUNTING DETAIL FOR TYPES "WL' FIXTURES MOUNTING DETAIL FOR TYPE "WL' FIXTURES WHEN ATTACHED TO COLUMN (TYPICAL) WHEN ATTACHED TO WALL (TYPICAL) 10'f 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 OUTDOOF, HID 1„10UNTINC; DETAIL 17 SCALE NO SCALE SHADE STRUCTURE (CLOTH MATERIAL) BALLAST 1 LAMP 1 LAMP 3 LAMP 5 w w LAMP 2 LAMP 4 - 10'f m Q LAMP 6 CL FIXTURES SHALL BE SUPPLIED WITH NEMA PLUGS THAT ARE a BALLAST 3 UL LABELED FOR WET LOCATIONS. THE PLUGS WILL BE o 0 FACTORY -WIRED WITH 24' "SO" CORD. FIXTURES SHALL BE ~ '- LAMP 7 SUPPLIED WITH NEMA RECEPTACLE BOXES THAT ARE UL LABELED FOR WET LOCATIONS WHILE IN USE. THE BOXES LAMP 8 SHALL HAVE AN INTEGRAL HOOK FOR HANGING THE FIXTURE. a who DETAIL SHADE STRUCTURE (POLYCARBONATE PANELS) w z w z w [1-1z E i 8-LAMP BALLAST WIRING z 0 10'f 10'f 1� A'_)E ST�UCTUI�E L f C��IT INCH � 1 SCALE BALLAST 1 BALLAST 1 LAMP 1 LAMP 1 LAMP 3 LAMP 3 LAMP 5 LAMP 5 BALLAST 2 BALLAST 2 LAMP 2 LAMP 2 LAMP 4 I AMP A SWITCH 1 1 1 • Z�� 0ww&I eon0 rwa m w z0 r z"0 6M wwz��z em ®e 0 0 0000 o 00 U "T 0 > rr o d o .o Si 00 M LAMP 6CD c� BALLAST 3 N �4 0 U Lo LAMP 7 O 4010 z BALLAST 1 LAMP 8 00 LAMP 1 LAMP 3 <o D TAIL - � J co Lu SWITCH 2 L`' E 1 8-LAMP BALLAST WIRING BALLAST 2 z FOR NIGHT -LIGHT "ELT ~ Z LAMP 2 I, 0 W J.! j BALLAST 1 wtcn i QNQ� S DET>4IL 8 I DET�11L 9 �ai Z DETAIL 10 LAMP 1 F�+-I -� .-�z 9 �� 10 -60 w w p E j 6-LAMP BALLAST WIRING w o E 1 6-LAMP BALLAST WIRING z w j 3-LAMP BALLAST WIRING LAMP 2 O z Q J z � FOR NIGHT -LIGHT ELS z c� FOR OFFICE LIGHTS LAMP 3 ~ Z u) 00� O ®0 Z 11 DETAIL it �(D O1 2 3 4 5 6 1 2 3 z w E 1 3-LAMP BALLAST WIRING w U _� O O O O O O O O z o FOR NIGHT -LIGHT "ELS" e • z uj #8 BARE GROUND WIRE m D o POLE GROUND LUG W/ w FEMALE 1/2'X 13 NC THREAD J-BOX MOUNTED ABOVE BOTTOM CHORD OF BAR 0 W w NOTE: JOISTS = v POLE BASE IS TO BE ONE CONTINUOUS POUR. 2' PORTION O ° o W OR EXPOSED CONCRETE BASE WALL BRACKET o 3 4 CIRCUIT CONDUIT ui ABOVE CONCRETE SLAB SHALL / ° ° SUPPLIED WITH 450 � � ® m BE HAND RUBBED SMOOTH. FIXTURE. � z 1/2" FIXTURE CONDUIT ° O ° D (D POLE SHAFT SEALTIGHT FLEX o o NUT AND LOCK �- Z O WASHER TO SECURE 2-3/8 O.U. STEEL PIPE. LL POLE BASE WITH 1" GROUT 4 - 5/8rr BOLTS WITH o WALL BRACKET AFTER FABRICATION ALL WELDS X �- ti "SANDWICH" TO UNI-STRUT SHALL BE GROUND SMOOTH LL Z o o LOCKNUTS TOo0 GALVANIZED ANCHOR JOIST BETWEEN STRUTS. ° o AND THE ENTIRE ASSEMBLY O BOLTS & HARDWARE SHALL BE PAINTED TO MATCH O Lo ° ° 36 FIXTURE COLOR. Z O YLL® o CONCRETE BASE 4 PIECES OF UNISTRUT o �- W LL z ELECTRICAL CONDUIT 14 GA, 1-5/8" x NOTE: FOR MOUNTING THIS FIXTURE _ ® Z w 1-5/8 BOLTED TOGETHER o o WELD PIPE TO PLATE. TO BLOCK WALL USE DETAIL ® Q TO TIGHTLY SANDWICH GRIND SMOOTH. Z p 6 NO. 5 BARS WITHIN STEEL BEAM TO SUPPORT o - 0 3-E1. J Q (n a o cn A 6x6 10/10 WWF CAGE" FIXTURE. SPACE TO MATCH • • .:::•:::.. . :::::::::: r, :.. HOLE PATTERN IN STEEL ° 0 24 ORIGINAL MAINTAIN 3 MINIMUM CONCRETE --------------------------- 4/15/02 COVERAGE ON ALL BARS PLATE OF THE FIXTURE ° o -__ ISSUE DATE: SUPPORT ARM. 1 /2" x 8" x 8" STEEL PLATE WITH (4) 5/8" PERMIT SET HOLES LOCATED 1-1/2" FROM EDGE TO ISSUE DATE: 4/15/02 2'-0' CENTER OF HOLE. ATTACH TO UNISTRUT 20'-0" CONSTRUCTION SET USING 1/2" SPRING BOLTS OF SUFFICIENT A.F.F. ISSUE DATE: LENGTH. DRAWING NUMBER: DI T1L"CONCRETE POLE BASE DETAILS 1r✓- DETAIL 1"� r MOUNTING DETAIL FOR TYPE FLr FIXTURES E-1 WHEN ATTACHED TO STEEL BEAM (TYPICAL) VII EL01 03.15.02 e e 13 0 a 9 I ri F 3 R Q P N.03 N M.01 M L K J H G F E D C B A FIXTURES ARE TYPE F1 EXCEPT E NOTED OTHERWISE IN DETAIL 1-E . 55' 55' 55' 55' 55' 55' 55' 45' 65' WL- �� WL-1 WL-2 WL-1 WL-2 10, 16' 4'f 2'`-��JT2 1 ' - 8" F2 14' ? 14' F2 13' 14' 13' F2 14' 13' F2 14' 14' 7' ® wP F2-NL FL-1 10' 14' 9' 1' F2-NL 1 ` F2 F2 1 F2 1 / F2 F2-NL F2 F2 14'-5' ' 10, F2 14 F2 91 1,4, 14'-6» F2 0 `14 F2 F2 1 -4 F2 F2 o F2 F2 F2 F2 F2=NL F2 F2 F2 F2 F2 Dj WL-2 WL-1 WL-2 WL 1 WL-2 FL- F2-NL F2 1,4, -1 F1 NL ��-lig 1 1 1' F1-NL 1' F1,-NL� ® 7' F1--NL ^ 00 -1 7' - 1-NL 1 7' F1,,-NL 7 ® F1-NL 1,-2 _ 04 1 8'-8" ;_ F1-NL 10' 14' 9 F2 * 8 8 8. 7 8 8 9 8. .. 7 8 8 720 Al8 8 7_ y8 8 8 8 CE?3 En 8 8 8 8'-T 8'-T 00 -® "._ 7'-2" `V 8'-4" 8,-6'`�� 1, F1-NL�t F1 N -13 � + 1' �O 8' 1' 8' G1 8' 1' lor0 1/-2" 8'-%' �`7 7'-6" 8'-5' N 55' 26' FL-2 FL-1 I WL-1 WL-2 wp® ® ® ® N ® ® ® ® ® ® N ® ® '® F3-NL e F3-NL - - N 2 .- • • O F3 • O 13 O F3 ® ® T ® ® ® ® ® ® ® ® N ® ® ® ® ® F3-NL F3-NL 1 11 -3 N - DIMENSIONS REPEAT. O F3 O F3 O F3 O F3 O F3 O F3 F3 -1 Fl,,-NL N F.1-NIL - N : •, EXCEPT WHERE NOTED. DIMENSIONS REPEAT 2 ROWS LO DIMENSIONS REPEAT FOR Q ® "o 157 ® ® Q� ® ® ® 10 5 y ® ®/ CEPT WHERE NOTj. SIX ROWS. F1-NL Div 13'-6" F1=`NL 4'-6„ F1=NL 3, p+ 31 "' 4,=6» 4'-6" F11-NL 8'_1/1 F1-NL 7,-6 F1-NL F1=NL Id F1=NL O F3 O F3 O F3 O F3 O F3 O F3 F3 I WL-1 i 14'-4" 13'-10" 13'-6"C 16'-6" 15'-6" 10'-6° 15'-6" 14'-4" 17'-6" 10'-6" 16'-8" T � ® ® _ `�' '- if if if N 3, 2„ 9' 3' 10,4, 8'-4" 8'-10" COLUMN O F3 O F3 O F3 O F3 O F3 O F3 0O F3 , ® ® ® �q ® N ® ® ® ® ® ® ® ® p� N ® ® N I WL-2 MOUNTED r , 14-4 13-10 12 / f 12 9 , 12 18 15 1 �1 � I � 3' 2" FIXTURES "' SEE DETAILS O F3 O F3 O F3 O F3 O F3 O F3 F3 9' 3' 3' 3' 4'-e" g ` g' 4-E1 AND 9'-9" 11' 21'-9" 11' 11' 21'-9" 11'-5" 10'-7" 21'-9" 11'-S' 5-E1. 14'-4" 13'-10" 3 -2" 12' 12' 9' 12' 12' 12' 9' 12' 12' 9' 19' 15'-6" 10'-6" 15' 19'-6" 12' 12' 12' 12' 12' 15' 16'-8" _VJ20'-11" 14'-5" 11'-2" 22' 10'-10" TYPICAL N 1 F1-NL 7 , - � F1-NL 7-6 1 f 1 f 1 1 F1, { NL F1-NL 7 F1-NL 7 , F1 NL :: 8-10 8-8 1 -2 F1,-NL 8-8 F1-NL • • OF3 • OF3 OF3 ® m w _ 8, 8, 8, y,71 8/ 8/ $, 1 ,.7, 81 8, 7/ P8/ 8, 8, 7' : ` g` g` a'8'8' a ^ 8' 8' 8' 8' 7 8-i 8 % �n 7-6�, -m__.T . F3-NL F3-NL F3-NL 0 F3-NL 1 8, 6/, -o 1, F1-NL L( F1-NL -3 1 8' 1' � 1' g' 1' 1'_2" ` 8'-7' 8'-8" al _®l�O WL-2 •- T r- FL-2 FL-1 FL-1 FL-1 FL-2 _ 1' 1' `i' ® ® ® ® ® ® ® ® ® ® ® ® ® if if I i ao _I 2' oD `o ,1 7 8 8 7 R R N N � C ALL FIXTURES ARE TYPE F1 EXCEPT 13 -8 8'-8!' - _ 00 - WL 1 AS NOTED OTHERWISE IN DETAIL 1-E2. N ® ® ® (� ® NEO P-2 20911 -- - 20'-9" 20'-9" 10'-10" DIMENSIONS REPEAT. FL-1 FL-2 . ' F7 F7 F•J � F1-NL ® ® ® Fl -NL ®, =o F1=NL F1 �NL F1- l: F1 NL a0s F1-NIL EXCEPT.. WH ERE NOTED. F1 Fj NL F1 NL - WL , N N .0 N N '0 = N N N� N N N N �:N # N R N - LDis ® 0 N _�Go t. 0? i�. T ® ® ® ® ® a0 N N N N N N N N N N N N N N N N N N N N DIMENSIONS N REPEAT N 2 ROWS - - F7-N • 0 F7 ao 1 R 16 -6 i EXCEPT HERE NOTED. ® '- _- - -- F7 F7 ® ® ® ® ® 2`_g" "' "7 N WL-2 ® ® F7 F7 N I 1 1 00 , d _ N N N N N N N N N N N N N N N N N N N _ r� - - --_ __ __..____. __ - - - WL-2 d�1 7® ® ® ® ® '' 13'-6" 8'-9" 6'-10" CO 112.0 __:_ — -- C�I70 F7 F7 vy � CV POLE FL- P-3 7 » f _6 i F1-NL 1' 12 ` 11 ,1 12'-6 8'-6 I, 10'-1 1 _ f' 13 6Y „ 10'-6 12'Y 10' S' 6' 15' 11 t » 14-1 8 -5 11 f/ 9'-1MT 16'-5 13'-11 „ 8'-% 1 f, 8 11'-3 14' , f 7 -6Y 15 20 -11 19 14 -5 Il I, 11 -2 12 f1 10 -10 ' F ------ ='-- _ 3'-2" 4'-91„ 4, 611 4'-6' MOUNTED FIXTURES. FL-1 0o i� ;; 7- � 41 6" >�� �`:, 2,-Y -8ff 8'-10" 8'-8 F1 NIL _ FL- 1 20 9 20 » 9 20 1 9 20 9 20 f`- 9 10 -10 N / N 1 F1-N 1 r 8 , , 8 8 , N 7 I M1 ® F1 ::; ® NL ® ® II I� f 'NL ® ® s?C -. F1 ® ® r,�''a ® ®. ® ® I� III ® e ® M _ ® m� ® ® ® O - ® ®�, ®®x� DIMENSIONS N F7-N N o 1 1' F1 1' NL� 7' _ F1 , NL 7' F1 . NL 7' F1 . NL 7' F1 NL 1 » 2 1 » TO CENTER J F7 F7 F7 F7 F7 ® ® ® CK 0 _ '- OF POLE. r N I f II 716F1-NL 1' I cv o 8' 8' 7' 8' 8' 7' 8' =88' 7 8 , 8 1'11, 138 8 8 r 8 8 1 8 8 8 1 1'-2" 8'-T 8'-T 8'-7" 8'-8" 8'-Y'8 01' r- 0171' '- ® � F1-NL ® ® ® m m ® ® �I ® ® ® ® ® � ® ® ® E� ® ® ® ®7 1 -6 ® m °° WL-1 O F7 O F7 O F7 O F7 O F7-N I 8' 8' 8' I 7'780 F1='NL F1VL F1=NL F1=NL F1-NIL F1=NL 110 - WL- wp ;, Uo E 20 1 i P_ 1 AL I ' 2'-10,1 2, 101, :, 15'- F2-NL' 15'-6' F3 F3 °� 0O F3 F3 o e o 0 0 0 0 18' 18' 18' 18' OALAL F3 F3 F3 F3 F3 CD � CL EXIT SIGNS SUSPENDED FROM CEILING. SEE DETAIL 12-E1. 18' 18' 18' 18' ALL FIXTURES ARE TYPE F1 EXCEPT F3 F3 F3 43 F3 AS NOTED OTHERWISE IN DETAIL 1-E2. 11%E IEWEV 0 By. — AL AL AL TAL Sanford it . Prt vention Div, Date: � .� L I �T F I XTU 5 LOCATION FLAN E 2 SCALE 111 a 20I-0" C.1 1 B.29 B.03 .22 ------------- F4-NL F4-NL FCI F4-NL F4-NL F4-NL V ' �I F4�-NLI - - F4-NL - F4-NL H DLO ® DLO DLO DL DLO DL ® H 7® GJ F4-NL DIJO lUJ lUJ'MO 7 6 F2 ® F44L :. NL ® I ® ® F4-NL `7 0 F4-NDLO F4-NL THESE 2 FIXTURES ARE CHAIN N F4-NL DLO ® of D1 D1 0 0 0 0 SUSPENDED • 18'-O" A.F.F. F8 >� 6, AL 4' 4' 4' E 4' II I 4' 4' i L t 2'-2" AL ALL FIXTURES ARE TYPE F4 EXCEPT AS NOTED OTHERWISE IN DETAIL 2-E2. 2 I OFFICE L IG;�4T F I XTU�Ee LOCATION FLAN E 2 SCALE III = 10I-0" • LowEry HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'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 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. • i C� Z(j)A �� o Ww® wZC) luW.. �� �s ZOO 6601R WZz i CD 10 o O0 0 ua,� S gc1� o cd � po00 ° 00 � El � a � LL. cfl .� N O O0 LID ZN/� _ co N �C6 m LID r �"� V s `e u w CO J ^/ z jr-T�11 Y 00 oC3 � ul 0 0 H� �It �� ® (� ZN W u CD E] z m 0 w Y U w U w ® �- 12� ct m z Z O� ®J /� LL LL rn (V Z 0 0 oo 0 ® ® Z LL o �— Ll.l Z LL z = v QZ w o J ® c a ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E®2 VII EL02 03.11.02 • • FL-2 FL-1 29 27 WL-2 22 F3-NL F3 F3 yyl;-2 Y 1 yyL92 2 777_ F2-NL F2 2 F F2 ..... F2-NL F2 F2 FL-1 27 F2 : F2 F2 F2 F2 __ ��� F2 F2 F2 F2 F2 F2 F2 F2 LP1A-13 FL-292 LP1B-13 F2-NL F2 F2 F1-NL LP1A-12 F1-N LP1B'-12 wP WL-1 20 F3-NL F3 3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 CF3 F3TF3 F3 F3-NL F3-NL WL-2 JLI—� 22 a FL-2 FL-1 FL-1 FL-1 COLUMN MOUNTED FIXTURES. SEE DETAILS LP2B-12 4-E1 AND 5-E1. (TYPICAL), TO ELS THROUGH — PHOTOCELL. SEE DETAIL 4-E3 LP28-10 P-2 LP2A-9 FL- FL-2 � � ` �� o F7 - WL-1 _1 20 WL-222 POLE MOUNTED FIXTURES. DIMENSIONS TO CENTER OF POLE. � F7 j == =V - F7 F7 F3-NL F3 F3 F3 LP2B-15 F3 F3 LP2A-11 F3 F3 LP2B-13 F3 F3 LP2A-10 F3-NL F3 FL-2 ELst.- 12 LP2B-11 ®, F7 F7 F1-NL ELS- 1 Ipl, F7-N F7 I�! F7 F7 F7 • �Lo W Er mv F6 HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET A POST BID SET Y ISSUE DATE ISSUE DATE 1 WL71 W292 DATE DESCRIPTION SURFACE MOUNT A F� F\yl F6 FIXTURE AND SWITCH IN "ELS" F2 F2 F2 F2 t CLOSET. CONNECT TO F2-NL F2 L+ URFa26 LP1A-1 LP1 B-1 F2 F F2-NL F2 F2 F2 Lr_%9 _1_2_1 LP1 B-27,29-2 �-2 27 29 27 33 F2 LP1 B-2 1A-3 1 B-3 F1-NL F1-NL ELS-6 I-N SEE 1-E3 FOR LP1A-11 LP1A-10 F1-NL LP1A-9 F1-NL LP1A-8 F1-NL LP1A-7 F1-NL LP1A-6 Ft-NL LP1A-5 LP1A-4 CONTINUATION OF LP1B-11 LP18-10 LP1B-9 LP1B-8 LP1B-7 LP1B-6 LP1B-5 LP1131-4 LP1B 31,33 "ELS' CIRCUIT THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WL WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRI IAA 31 2001 ALL RIGHTS RESERVED THESE TWO FIXTURES STIPULATION FOR REUSE ARE CHAIN MOUNTED THIS DRAWING WAS PREPARED FOR USE ONA SPECIFIC SITE AT SANFORD, FL AT 1 8'-0" AFF. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A Y 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. F2 REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. F1-NL lFl-NL F1-NL � � � � � ' F1=N L F1-NL F1- LP1A-22 LP1B-22 F1-NL F1-NL F1-NL F1-NL F1-NL' 21 // LPlA-20 LP1A 19 21 c , LP 1 B-20 LP1 B 19 F1-NL F1-NL F1-NL � I X I @F1-NL I � F1-NL LP1A-14 LP1 B-14 F1-NL pp Fl -NL � F1-NL' LP1B-18 �LLP1B-17 LPP18-16� LPP1B-15� WL-2 33 Z�A NLAFPG;ED ELECTRICAL ROM ch li•lW�'+ mu� a � Z a �� WL_1 C11i SCALE 1/� m 1 -0 31 NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN z z INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. W332 PHOTOCELL '1 ON ROOF BEHIND PARAPET AND ABOVE ELECTRICAL 7 ROOM ;0 LPlA-23 FL- r 7W - - ELS-FF7 F7 Fl-NL LP-5 LP-6 LP-7 B-8L1B-23FL-1 NL N00FL- F1 ' °� F7-N F1-NL F1-NL F1-NL F1-NL F1-NL F1-NL F1-NL ° Y NEUTRfIL C `" v? o, o . LP2A-1 Q - Yy LP2B-20,22 LP26_9 LP2B-2 LP16-24 GARDEN CENTER LP2B-1 ��-2 LP1A-24 ELS-11 > ° 1-NL 1-NL NEUTTRAL ELS LIGHTS >~ E o F7-NL F1-NL WL-1 b ° F1-NL 1-NL F1-NL SEE 2—E3 FOR 2-E ELS-12 \�_F_7 F7 F7 F7 �F7 F1-NL CONTINUA ION of Fl-NL _ LP1A-25 31 GARDEN CENTER ° 3 WL-1' �S 1® ELS-9 EL,$'-B EL -% EL�5=6 CONTINUATION OF EL,$=,5 'ELS" CIRCUIT. �S `( "ELS' Cl UIT. ELS—.� ZZS 2 LP16-25 NEUTR,4L "ELS" LIGHTS O 00 20 v Io" AL E::�oLP1B-26 °N F3 F3 F3 SINGLE POLE, 2-CIRCUIT, o ® o 0 0 �-- F2-NL's 277-VOLT LIGHTING ® F3 CONTACTOR LOCATED IN 24 ELECTRICAL ROOM AT ® o o ,o ..o, o,. o o ° ° o o o PANEL ELS cn AL AL F3 Q F3 F3 F3 F3 e//L-T F+�OTOCELL 1 ''EL5'' Wlf;PlN(S; • • Q CONTINUATION OF CONTINUATION OF E3 SCALE NO SCALE ^ Lb LL co " CIRCUIT. SEE DETAIL ALL FIXTURES ARE TYPE F1 EXCEPT CIRCUIT. SEE DETAIL 2-E3. AS NOTED OTHERWISE IN DETAIL 1-0. F3 F3 F3 F3 F3 LP1A-26 O �j Z N p� ® ^ F3 m j..I� o CO 0 Ln U) NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN J REviEw INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A Z - AL AL AL AL _ I NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. B • Y rTl U hi.� Sanford F� a Preven ion Pir. Oo Date: �r r' > ® n E1 3 SCALE C1 1 B29 B03 22 HooLI TT f=IXTU,5 WIRING; FLAN �n ®�II �L1 20 0c) LO Y o 4 (D W U =(y) ELS-6 ELS-4 I m w F4-NL F4-NL F4-NL U AL v Y I" F4-NL' F4-NL F4-NL F4- DL F4-NL DL Q N LP2B-16 1F4-NL F4-NL LP2B-25 DL DL DL pL ui ® m L.L z F4-NL LP2B-27 6i QQ F4-NI. IF DL Fo� F4-NL O Q DL DL C ° LL A F2 F2 F4-N F4-NL LL Q LL Fol F5 F5 (D a- ®� LO DUU DI F4-NL F+-NL DL DL o DL _ - SURFACE MOUNT AN FIS FIXTURE I--• Z L1J Z o Z AL SWITCH IN "ELS CLOSET. LP2B-19 AL = < Z w ►y CONNECT TO CIRCUIT RP2-44. (D — O Q ALL FIXTURES ARE TYPE F4 EXCEPT J J U) a AS NOTED OTHERWISE IN DETAIL 2-E3. 2 OFFICE L IC_:;�4T fIXTUfP,5 UJIF;�,)ING; FLAN E3 5C:ALE III = 10'—011 CONTINUATION OF • • CIRCUIT. SEE DETAIL ORIGINAL 4/15/02 1-E3, ISSUE DATE: PERMIT SET ISSUE DATE: 4/15/02 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. g E-3 ` ® VII EL03 03.15.02 cn ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT FROM GEN-SET TO SPRINKLER ROOM FOR FIRE PUMP. STUB UP IN a SPRINKLER ROOM ADJACENT TO 2-1/2" CONDUIT FROM PULL SECTION IN ELECTRICAL ROOM 1. SEE RISER DIAGRAM ON SHEET E-12. HOME CENTERS, INC. UNDERGROUND SERVICE FROM POWER COMPANY'S PAD -MOUNTED P.O. BOX 1111 N. WILKESBORO, NC 28656 TRANSFORMER FBY ELEC. CONTRACTOR. SEE OR RISER DIAGRAM ON CONDUIT WIRE SIZE. SHEETE-1• REVISIONS • PRE -BID SET A POST BID SET ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT O ISSUE DATE ISSUE DATE FROM GEN-SET TO "ELS" TRANSFER SWITCH. ELECTRICAL DATE DESCRIPTION CONTRACTOR SHALL ALSO PROVIDE CONDUIT AND FEEDER FROM GEN-SET PROVIDE ALL ELECTRICAL DISCONNECTS, STARTERS, ETC. TO "MDPB" TRANSFER SWITCH. SEE RISER DIAGRAM ON SHEET E-12 FOR AS REQUIRED FOR IRRIGATION PUMP INDICATED ON' CIVIL CONDUIT AND WIRE SIZE. DRAWINGS. COORDINATE EXACT LOCATION AND REQUIRED 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 5 -6' A.F.F. FOR BAILER 1 MOUNT ON TOP OF 1 1 N N I I 1 1 I I I I BOTTOM CHORD OF I 60A. 3P. NON -FUSIBLE DISCONNECT 1 28'-0" 4' 4' 5' 5' I BAR JOISTS I FOR TRASH COMPACTOR. NEMA 3-R B XEESE a- ELECTRICAL ENCLOSURE. MOUNT ® 36' ABOVE �° BC.. 1 FOR BATTERY CHARGERS. I I WP,GFI 1 ROOM #1 I f'- 1 �I 1 1 I 1 FINISHED GRADE. 1T;l ( NOTE 7 BC-2,4,6 J I — I I I I I I I I I RP1-13 — HVAC2-20BLU222,24 II LIJ - 15 A.F.F. NOMINAL. -"'FI BC-8,10,12 B-14,16,18 J J� J� J M — I COORDINATE BOTTOM I I WP,GFI I I =_ — — I I I I 1 N lei OF BOXES WITH NOTE 6 II 1 ") CA I MASONRY JOINT. I ! 2'-0" N 2'-0" I �� v m m m m m-------- —--------------------------- -- II III I I RP1-27,29 1 1 1 I I Rp1--1 g — I NEMA 6-20RIk RP1-31 1 - - - - -- - _ - WP,GFI - - - - - - I- - - - - - - --}-- - - - - I - - - - i - 2::3� --1NOTE 6 I�IN _ I UNDERGROUND FEEDER FROM MAIN 1 1 DOCK LEVELER 20A., I I I RTU 19 ELECTRICAL ROOM #1 TO "BC' II HVAC1-14,16,18 III WP, GFI RECEPTACLE. WP,GFI I I I PANEL - SEE RISER DIAGRAM.1 1 1 II I I I RP1-1,3,5 (SEE DETAIL 4-E8). RTU 18 (SEE NOTE 4) III �II I II 1 1 I I I HVAC2-14,16,18 I RTU-17 RTU-16 I III �II ( I� I I HVVAC 2,4,6 I � HVAC 1 8,10,12 HVAC2-8,10,12 III II I _ }I� I HVAC2-2,4, 6 NOTE 2 NOTE 2 - Ir I NOTE 2 NOTE 2 RP1-4 NOTE 2 I 1 1 I III III I I� 1 1 1 WP,GFI I WP,GFI I I III III I WP,GFII� 1 WP,GFI I WP,GFI NOTE 6 NOTE 6 III III I NOTE 611 NOTE 6 NOTE 6 I I I I I I I I I III �II I (1 1 I I II III III I �I I I III III I 11 1 I I III III I II I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ELECTRICAL CONTRACTOR TO PIOVIDE (2) 2-1/2" EMPTY CONDUITS I I UNDERGROUND FROM FIRE PUMP PULL SECTION AND I 1 I I FUSEQ DISCONNECT SWITCHES,I SIZED PER EQUIPMENT I 1 II GEN-SET LUGS TO SPRINKLER ROOM FOR FIRE PUMP. FIRE PUMP III III I II NAME' LATE, FOR ROOFTOP UNITS AND ENERGY II I 1 I I CONNECTION SHALL BE AHEAD OF ANY OVER -CURRENT DEVICE. III III I it RECOVERY VENTILATORS SHALL BE PROVIDED AS AN II MOUNT ® I I ELECTRICAL CONTRACTOR SHAL4 PROVIDE (1) 1" CONDUIT WITH (2) #10 III III I I I INTEGIRAL PART OF THE UNIT. BE TO II 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 1 SHUNT TRIP BREAKER. III III I j! it IIWP, GFI RP2-29 NOTE 3RT III III i l III I 1 I RP2-36 RTU-9 T III III I II 1 I RTU_12 I I HV C1 25,27,29 L 1 HVAC 1-13,15,17 1 1 HVAC2-25,27,29 I BTU-11 RP2-4 I HVAC1-19,21,23 IL III I II HVAC2-31,33,35 I RP1-6 --_----_-------------_--__-_--_--_--_— - - - - -- - - - - - - - - - - I —I - { NOTE 2. ... ..... --- - - - - - - NOTE 2 - - 111 NOTE 2 NOTE 2 I I I NOTE 2 I III III I II I I I 1 LC }I I I I i I I I I III III I I I 1 I I WP,GFI I WP,GFI III IIII I WP,GFI II WP,GFI WP,GFI NOTE 6 NOTE 6 III III NOTE 6 II NOTE 6 NOTE 6 1 I I I UNDERGROUND FEEDERS I 1 1 II I I I I 1 TO MAIN ELECTRICAL I �I ROOM - SEE RISER III �II 1 NOTE 1 I I I DIAGRAM. (SEE NOTE 4) I III III J I I 1 RP2-43 III �II - - - - - - - - - - - I� ii - - - - - - - - - - - - - - - - - - - fI EMPTY 2" 0 CONDUIT II / (EMT) FOR SATELLITE CABLE. TERMINATE AT CABLE TRAY. (SEE DETAIL 2-E8 AND // I I I I I I1 I I RTU 8g _ 4111 /i �/ �i / _ HVAC1-7,9,11 —----------=-�����1 I I I HVAC2-19,21,23 1 I �Z 1 // %// �j � I 1 1 I HVAC2-13,15,17 HVAC1-1,3,5 -^- / 4_" RP2-2 I I I -/NOiT%EI /2� - - - - - - - - - - - - - - --- - - - - NOTE 2 NOTE 2NOTE - - i I I I NOTE 6/// RP2-27 j/�/j / RP2-6 — - WP,GFI / / WP GFI% WP,GFI WP,GFI WP,GFI —_ --_ --- --- --_-- --_ - - - NOTE 6 //i //���� NOTE 6 NOTE 6 NOTE 6 I� I RECEPTACLE FOR SITE I #3/0 CU. GND IN 2" C. FROM I / IRRIGATION CONTROLLER TUB NOTE 3 /// //j/ ELECTRICAL CONTRACTOR SHALL RUN 3/4 CONDUIT AND CONTROL IRING FROM JUNCTION BOX AT OLL-UP DOOR I 1 INCOMING COPPER WATERLINE /// —ttP- fi ruFf AT -1 6Ni_ ABOVE BOTTOM CHORD OF JOISTS IN VESTIB LE AND THROUGH MAS NRY WALL. TURN CONDUIT DOWN AND RUN INSIDE TO SE E ENTRANCE NEUTRAL // j //// „ THIS DRAWING 15 THE PROPERTY OF LOWE'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 SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 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 15 CONTRARY TO THE LAW. •m 1 zO0 ®pew § o n w z a MTV a It z u.1Zz lElL r • 0 o 00 o ol ., o o Q cd >, b °pcn r. 00 Q �0000In 0 0 M CORNER OF MASONRY ALL I ASSEMBL 1 LOCATED IN MAIN /�j/j j/ / 1 1 OF MASONRI WALL TO THREE BUTTON SWITCI MOUNTED AND INSTALLED BY ELECTRICAL CONTRACTOR 1U 48 A.F.F. THREE BUTTON • • 10 1 RIGATION PIT BOX. BREAKER SECTION. / /// /�/ " I / /// / ERV-3 RTU-3 � � SWITCH C-EPTAC��-4�l" - RP2-34 ��i�/�/jj/ LP2-38,40,42 LP2B-37,3 ,41 DEDICATED WEATHERPROOF & I I �n LL SL -11 A.F.F. (NO E 7) - -r— — — — — — �j /%�i� RTU_2 GFI OUTLES FOR VENDING '' '`' 21'-0" �j o WP, GFI — — — — — RP2-3 WP,GFI cv I� — — - 1 — 1 /j/j/ NOTE 1 3 HVAC2-1,3,5 I NOTE 61 LE I I MACHINES., (SEE NOTE 7). 1 J 1 ® ® Z N __ _ - - -- -- --- I i RP2-5 - --- WP FI WP,GFI o M RP2-5 WP,GFI (�I R Ur1 RP -9 .� RP2-1` RPTE 3 ,/ RP2-15 0 L0 LP2B-31 33 35 I II I ELECTRICAL J J NOTE 3 I' 11 I # NOTE . 3 ®� ®®®® rn n 'NOTE NOTE 3 1 \ NOTE 3 m I1 ROOM 2 RP2-1 P,GFI RP2-7 �� d n ML J W Ch NOTE 6 NOTE NOTE. 3 N D_ UY WP,GFI RP2-19,21,23 ,'. o I-lo 0 0 0 0 Z ELECTRICAL CONTRACTOR SHALL MOUNT A 4 X4 X2-1/8 JUNCTION WP,GFI �T� �.j UO BOX ON INSIDE OF GABLE WALL FOR GARDEN CENTER SIGN. SIGN (2) 4' CONDUIT UNDERGROUND TO TELEPHONE EQUIPMENT BOARD. SEE j a `j j CONTRACTOR WILL SLEEVE THROUGH GABLE WALL AND EXTEND PLANS FOR EXACT LOCATION AND DETAIL 8-E7 FOR MORE INFORMATION. I °9 EXTEND CONDUITS FROM JUNCTION BOXES TO A POINT o PIGTAIL FOR SIGN THROUGH SLEEVE. ELECTRICAL CONTRACTOR I I V) N V) NEAR THE BACK OF EACH LETTER THAT RECEIVES POWER. N — EXTEND CONDUIT FROM JUNCTION BOX T SHALL THEN RUN FEEDER TO JUNCTION -BOX AND MAKE I COORDINATE ALL PENETRATIONS THROUGH WALL INTO BACK R A POINT ul o NEAR THE BACK OF EACH LETTER THAT RECEIVES ® �/1 CONNECTION. BRANCH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL y OF SIGN WITH SIGN INSTALLER. PROVIDE A JUNCTION BOX F_:O (4) 1 UNDERGROUND CONDUITS FOR SITE LIGHTING CIRCUITS. I POWER. COORDINATE ALL PENETRATIONS THROUGH WALL I SLB-9 j�j � ROUTED WITH PHASE CONDUCTOR FROM PANEL TO SIGN PIGTAIL. AT THIS POINT AND CONNECT PIGTAIL FROM SIGN TO INTO BACK OF SIGN WITH SIGN INSTALLERPROVIDE A QQ � c . SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF SIGN AND FOR BRANCH CIRCUIT WIRING. BRANCH CIRCUIT WIRING SHALL HAVE A W JUNCTION BOX AT THIS POINT AND CONNECT PIGTAIL o0 WALL DETAILS. SEE DETAIL 4 E9. ♦ t DEDICATED NEUTRAL ROUTED WITH PHASE CONDUCTORS FROM _ - 0 °D'o rr PANEL TO SIGN PIGTAIL. MAKE WALL PENETRATION WEATHER FROM SIGN TO BRANCH CIRCUIT WIRING. BRANCH N CIRCUIT WIRING SHALL HAVE A DEDICATED NEUTRAL (2) SETS OF 4 #6, 1 #6G., 1-1/27C., 3P., (48OV.) TIGHT. SEE DETAIL 2-E9. ROUTED WITH PHASE CONDUCTOR FROM PANEL TO SIGN rTl >_ � SLB-2,4,6 AND SLB-8,10,12 (TO "LOWE'T ROAD PIGTAIL. MAKE WALL PENETRATION WEATHER TIGHT. SEE 1 I I I by = co SIGNS). UNDERGROUND CONDUIT TO ROAD SIGN.SEE DETAIL 5-E9. • • SITE LIGHTING PLAN FOR CONTINUATION. Z z CONCRETE SLAB 00 w uj u 1 5UILI)INS FOWEfP, FLAN 0 0 of E� SCALE 1" 20'-0" < STONE SUB -BASE ct ® m COLUMN RECEPTACLES. MOUNT 6. 4" X4' X2-1 /8" FS BOX 6" BELOW BOTTOM CHORD OF JOISTS. COLUMN 2 COLU1'-IN ECEf=TACLE 110UNTINC:� E4SOLE 3/4" = V _0" VII EL04 03.15.02 • • Y Y Y Y 9 9 12 1 R Q P N.03 N . (_9(M) L K J H G F E D C B A L0 t�lErwv ELECTRICAL ROOM 1 RTU -19 - - --' (4) 18 TWISTED IN 3/4' GA., TWO CONDUCTOR PAIR SHIELDED CABLE C. RTU-20 F: ,x _Y 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1/2" C. BW-7911 ,, r� (208V., 30, 4W) o r� BW-2,4,6 (208V., 30, 4W) BW-1,3,5 (208V., 30, 4W) 14'-2" J J BW-8,10,12 (208V., 30, 4W) RTU-17 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1 /2" C. BUSWAY #3 RTU-16 BUSWAY #2 BUSWAY #1 21 8 '- RTU -14 RTU-18 �I RTU-15 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1 /2" C. BUSWAY #4 PROVIDE A 4" x 4" x 2-1/6' COVER ON TOP SIDE OF JOIST WHERE INDICATED. LEAVE WIRE WIRE -NUTTED AND FAPED BOX. (FLOORING ROLLERS) J.B. WITH BLANK BOTTOM CHORD OF 12" OF SLACK IN JUNCTION J (3) #12, (TYPICAL (20 AMP. 20'-0" 27'-0" DIMENSIONS COORD HVAC FUNCTI APPROXIMATE. KLER HEADS, AND WITH THE 18 GA., TWO CONDUCTOR PAIR SHIELDED TWISTED CABLE IN 1 /2" C. (1) #12G., 3/4" CONDUIT. FOR 3 CARPET ROLLERS) 3 POLE) FOR BUS WAY ARE NATE WITH LIGHTS, SPRI OUCT SO AS NOT TO INTERFERE N OF EACH. RTU-9 /18 GA.,'! TWO ONDUCTOR TWISTED PAIR SHIELDED CABLE IN IN 1/2" C. RTU-10 BW-13,15,17 (208V., 30, 4W) RTU-1 1 18 GA., PAIR SHIELDED RTU-12 RTU-13 - TWO CONDUCTOR TWISTED CABLE IN 1/2" C. WIRE RACK ROLLER (20 AMP., 3 POLE) #5 -- - -_ - RTU-8 PLUG-IN ENCLOSURE WITH (3) 20 AMP QO BREAKERS (TYPICAL) RTU-7 BW-1 (208V BUSWAY #6 16,18 30, 4W) RTU-6 RTU-4 ALL BUS PANELS SHALL HAVE BREAKERS EXCEPT THE CARPET RACK ROLLER. THESE BUS PAN WITH (1) Q0320 BREAKER EACH. 3) 20 AMP, 1-POLE ROLLERS AND THE WIRE LS SHALL BE EQUIPPED (20 AMP., 3 POLE) - -_ -_ --- - -- - - ----.- - -.- RTU-5 =- - - 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1/2" TOR TWISTED D. E IN 1 /2" C. 4 5'-0" TWISTED - 1/2" C. TWO CONDUCTOR TWISTE CABLE IN 1/2" C. 18 GA., TWO CONDU PAIR SHIELDED CAB C. 18 GA., TWO CONDUCTOR PAIR SHIELDED CABLE IN 18 GA., PAIR SHIELDED LAJ LA, RT -2 RTU-1 - z> ERV-377 oe 0 0 6 6 0 6 RTU-3 ELECTRICAL ROOM #2 SALE`/ A EA F0WEf P, f=LAN SCALE 111 = 20' —011 HOME CENTERS, INC. P.O. BOX I II I N. WILKESBORO, NC 28656 • i REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION 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 0411W2 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. • ZV)p owW W d acua�° �Wa w z a� 0 ® b� 4 WZz I I i Cl • n • MCI LL CN 0 1 Lf) E Z c) ■ r� m U� � w E�J Z Y v o RTU > 1 /2" HEX HEAD BOLT ~ Z Q dam', �- u1 Lo 1/2" FLAT WASHER j�y ® cLo / . N U TOP CHORD OF BAR JOIST WASHER 1/2" FLAT KEEP AS SHORT AS BLANK COVER TBOLD FELT TIP WITH "LABEL IN STEEL JUNCTION BOX MARKER. SIZE PER N.E.C. POSSIBLE '- IN NO CASE SHALL BUSWAY 1/2" HEX NUT COMPRESSION FITTING 1 2" / BOLT (4 x4 x2-1/8' MINIMUM) BE BELOW BOTTOM CHORD OF JOIST. O00 1/2" HEX NUT 1/2" LOCK WASHER E.M.T. BUSWAY HANGER BRACKET �, 1 /2" LOCK WASHER 1/2" HEX NUT NEUTRAL BOTTOM CHORD OF BAR JOIST S »A� PHASE �® 1/4BOLT WITH NUT AND LOCK WASHER!' "B" PHASE TWO FLAT WASHERS "C" PHASE 2 JUNCTION f5OX MOUNT INS GROUND BAR • E5 SCALE G = C7 s i Z W CQ w O 0 z w x U U Q J COLUMN 1/2" EMT, JUNCTION BOX & WIRING �- 0 m BY ELECTRICAL CONTRACTOR. (D � z COORDINATE WITH MECHANICAL _ z CONTRACTOR FOR EXACT SENSOR LOCATION. Q 0 Q N Q _ LL uj f, O `—RTU SENSOR BY MECHANICAL I2./ ® o jCONTRACTOR. C� ®� o 0 co 6 J ® z w Q z O ��/� 0 o � J v J in a 60 ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET M ISSUE DATE: 3 �U�W�� 1„IOUNT INS 1�, ,{ DRAWIN NUMBER. SCALE 9 I�`'1f11 �1_011 S �rp 11_ I II E-5 SCALE 1/4 �, -� VII EL05 03.15.02 COMPUTER SYSTEM NOTES: SHEET NOTES: 1. ALL CONDUITS AND RACEWAYS SHOWN ON THESE DRAWINGS SHALL BE PROVIDED BY THE 10. INSTALL A 6"x6"x4' JUNCTION BOX (LABEL AS S.S.) AT THE ROOF JOISTS AND EXTEND A 1. EACH INDIVIDUAL 120-VOLT "CP" BRANCH CIRCUIT SHALL BE INSTALLED IN INDIVIDUAL CONDUITS FROM THE "CP" ELECTRICAL SUB -CONTRACTOR, EMPTY CONDUITS SHALL HAVE A 220-POUND NYLON PULL 1" CONDUIT DOWN FACE OF WALL TO A 4'x4'x2" JUNCTION BOX LOCATED ON THE HINGE SIDE PANEL AND SHALL CONSIST OF THE PHASE CONDUCTOR, NEUTRAL CONDUCTOR, EQUIPMENT GROUND CONDUCTOR, ROPE INSTALLED BY THE ELECTRICAL SUB -CONTRACTOR FOR FUTURE USE BY OTHERS. SEE OF THE DOOR AND 12" ABOVE THE DOOR HEADER. AND THE YELLOW -STRIPED ISOLATED GROUND CONDUCTOR. ALL CONDUCTORS SHALL BE STRANDED COPPER AND GENERAL NOTES ON SHEET E-0. SIZED AS INDICATED ON THE DRAWINGS. 11. INSTALL A 4'x4%2" JUNCTION BOX ON NEAREST PIPE RAIL SO THAT BOX IS 2. ALL CONDUITS AND RACEWAYS SHALL BE INSTALLED ACCORDING TO THE GENERAL NOTES APPROXIMATELY 1'-0" ABOVE THE CENTER OF THE GATE. (LABEL AS S.S.) 2. ALL YELLOW -STRIPED ISOLATED GROUND CONDUCTORS SHALL TERMINATE ON THE ISOLATED GROUND BUS IN ON SHEET E-0 AND ACCORDING TO ADDITIONAL NOTES INDICATED ON THIS PLAN. PANELS CP-1 & CP-2. ALL SOLID GREEN GROUND CONDUCTORS SHALL TERMINATE ON THE EQUIPMENT GROUND 12. ALL CONDUITS INSTALLED IN UNHEATED AREAS SHALL HAVE COMPRESSION STYLE FITTINGS. BUS. THE SEPARATION OF THE ISOLATED AND EQUIPMENT GROUNDS SHALL BE MAINTAINED AT ALL TIMES. THE 3. PULL BOXES INDICATED ON THIS DRAWING ARE THE MINIMUM REQUIRED BY THE OWNER. GROUND BUS OF THE ISOLATED GROUND AND THE EQUIPMENT GROUND BUS IN PANELS CP-1 & CP-2 SHALL NOT THE ELECTRICAL SUB -CONTRACTOR SHALL INSTALL ADDITIONAL PULL BOXES AS REQUIRED BY 13. ALL "J" WITH A "SQUARE" AROUND IT INDICATE THE LOCATION OF AN 8%8%4" BOX BE BONDED TOGETHER AT ANY POINT IN THE PANEL. THE N.E.C. (ALSO, THE P.O.S. SYSTEM, COMPUTER SYSTEM, SECURITY SYSTEM, CCTV SYSTEM, MOUNTED TO THE BOTTOM OF THE TOP CORD OF THE BAR JOISTS UNLESS INDICATED AND TELEPHONE SYSTEM, SHALL HAVE A PULL BOX EVERY 100 FEET MINIMUM WHETHER OR OTHERWISE. ALL JUNCTION BOXES SHALL HAVE PRE -FORMED KNOCKOUTS. 3. ALL "CP" BRANCH CIRCUITS SHALL BE COLOR CODED AS FOLLOWS: NOT INDICATED ON THE DRAWINGS.) PROVIDE BLANK COVERS ON ALL PULL BOXES AND LABEL PHASE CONDUCTOR - RED INSIDE OF COVER WITH A BOLD FELT MARKER AS TO THE SYSTEM FOR WHICH THE BOX IS 14. INSTALL A 6"x6"x4" BOX (LABEL AS S.S.) AT THE ROOF JOISTS AND EXTEND A 1" NEUTRAL CONDUCTOR - WHITE INSTALLED. CONDUIT DOWN FACE OF WALL TO A 4"x4'x2" JUNCTION BOX LOCATED 36' ABOVE THE ISOLATED GROUND CONDUCTOR - GREEN WITH YELLOW STRIPE lJ CABLE TRAY SPECIFICATIONS EQUIPMENT GROUND CONDUCTOR SOLID GREEN 4. ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATIONS OF ALL PULL BOXES CENTERLINE OF THE DOOR HEADER. EXTEND ANOTHER 1" CONDUIT FROM THIS 4X4 J-BOX TO 1 ,_0" 1. NON -GALVANIZED, SUITABLE FOR PAINTING, STEEL WITH OTHER TRADES. THE RIGHT AND DOWN THE FACE OF THE WALL TO A 4%4"x2" JUNCTION BOX LOCATED 6" 2. SOLID BOTTOM, OPEN TOP, 9" WIDTH x 3-1/2" H. 4. DUPLEX RECEPTACLES FOR "CP" CIRCUITS SHALL BE SOLID ORANGE COLORED WITH AN ORANGE TRIANGLE A.F.F. AND 6" TO THE RIGHT OF THE DOOR TRIM. MIN 3. STRAIGHT LENGTHS = 144" MAX CONTAINED BY A CONTRASTING BORDER. 5. ALL BENDS IN CONDUITS FOR SYSTEMS LISTED IN NOTE 3 SHALL BE MADE WITH LONG 4. HORIZONTAL BENDS (ELBOWS) 12" RADIUS SWEEPS EXCEPT THAT 8%5' BOXES MAY BE USED AT THE CORNERS OF THE BUILDING. 15. INSTALL A 4"x4'x2" JUNCTION BOX ON THE PIPE RAIL AT APPROXIMATELY 12'-0" A.F.F. CABLE TRAY SHALL BE INSTALLED 1'-O" MINIMUM 5. MINIMUM SIZE RACEWAY FOR ALL "CP" CIRCUITS IS 3/4" CONDUIT. BESIDE THE SLIDING GATE ON THE LATCH SIDE AND EXTEND A 1" CONDUIT DOWN TO 4'-0" TO INSIDE SIDERAIL. FROM CENTERLINE OF SPRINKLER AS MEASURED 6. ALL CONDUITS FROM THE SALES FLOOR SYSTEMS GOING INTO THE OFFICE AREA SHALL BE A.F.F. 5. HORIZONTAL TEES, WIDTH TO MATCH TRAY, 1 Z' 6. NO DATA CABLES INTENDED FOR USE BY DATA SYSTEMS OR POINT -OF -SALE SYSTEMS SHALL BE INSTALLED WITH INSTALLED WITHOUT INTERRUPTION FROM THE SALES FLOOR TO THE POINT OF TERMINATION. HORIZONTALLY FROM CENTERLINE OF SPRINKLER RADIUS TO INSIDE SIDERAIL. MORE THAN THREE 90' BENDS BETWEEN PULL BOXES. 16. INSTALL A 6'x6"x4" JUNCTION BOX ATTACHED TO THE BOTTOM OF THE TOP CHORD OF TO NEAREST EDGE OF CABLE TRAY. 7. INSTALL A 6%6%4' JUNCTION BOX AT THE ROOF JOISTS (LABEL "SS') AND EXTEND A 1" THE BAR JOISTS AND LABEL "SS." EXTEND A 1" CONDUIT DOWN FACE OF WALL AND 7. BOND ALL DATA RACEWAYS TO THE AC POWER RACEWAY CONDUITS AT THE COMPUTER LOCATION. CONDUIT DOWN FACE OF WALL. TERMINATE AT 12" ABOVE HEADER HEIGHT. FOR SECURITY TERMINATE AT 12" ABOVE THE DOOR HEADER IN A 4'x4'x2" JUNCTION BOX. EXTEND A 1" MOTIONS IN OFFICE AREA. CONDUIT STUB THROUGH THE WALL AT THIS LOCATION FOR SECURITY IN THE VESTIBULE. 8. PROVIDE A 220 POUND NYLON PULL ROPE IN EACH DATA CONDUIT AND RACEWAY FOR FUTURE CABLE INSTALLATION BY OTHERS. 8. ALL SYSTEM CONDUITS, JUNCTION BOXES, AND PULL BOXES ON THIS PLAN SHALL BE 17. INSTALL A 3/4' UNDERGROUND CONDUIT FROM "LP" OFFICE AREA TO SITE LIGHTING POLE INSTALLED TO THE BOTTOM OF THE TOP CORD (AS HIGH AS POSSIBLE) AND SHALL HAVE THE NEAREST THE MAIN ENTRANCE. THE CONDUIT SHALL BE COORDINATED WITH THE INSTALLATION 9. REFER TO SHEETS THIS SHEET, E-7 AND E-8 FOR ADDITIONAL "CP" SYSTEM NOTES AND DETAILS. COVERPLATES FACING DOWNWARD. SEE MOUNTING DETAIL 3-E9. OF THE POLE BASE AND SHALL HAVE A 220-POUND NYLON PULL CORD. THE CONDUIT SHALL BE CLEARLY MAR R LABELED AS THE POLE TED CAMERA CONDUIT. R Q P N.03 N M.01 M L K J H G 9. INSTALL A 1" CO DI$lT DOWN FACE OF WALL TO A S NSE GANG BOX MOUNTE ?b C B A 5'-0" A.F.F. THIS IS SECURITY SYSTEM KEYPAD. 18. COORDINATE CTION BOX LOCATION AND IT REQUIREMENTS FOR THE NG DOOR OPENER SEC RITY DEVICES. PROVIDE A 1/2" C. PROVIDE A 1 /2" C. THROUGH MASONRY THROUGH MASONRY WALL ® BOTTOM OF WALL ® BOTTOM OF BAR JOISTS. MOUNT A BAR JOISTS. MOUNT A CHROME ESCUTCHEON CHROME ESCUTCHEON PLATE ON BOTH SIDES PLATE ON BOTH SIDES OF WALL. ELECTRICAL J OF WALL. J ROOM # 1 NOTE If OTE 11 NOTE 11 NOTE 14 NOTE 10 NOTE 10 NOTE 10 PROVIDE A 3/4" C. THROUGH MASONRY WALL@ BOTTOM OF 1" CONDUIT BAR JOISTS. MOUNT A NOTE 14 DROP TO TRASH CHROME ESCUTCHEON COMPACTOR PLATE ON BOTH SIDES OPENING. OF WALL. NOTE 14 L. -mom r 0 NOTE 3 NOTE 10 NOTE 14 NOTE 10 NOTE 3 NOTE 14 1 /2"C. FOR TELEPHONE. RUN 1-1 /2" CONDUIT (TYPICAL) CONDUIT TO NEAREST CABLE TRAY. FOR SECURITY SYSTEM 9" CABLE TRAY (TYPICAL) NOTE 3 SEE SPECIFICATIONS THIS NOTE 3 SHEET. NOTE 10 NOTE 10 CP2-24 9" CABLE TRAY (TYPICAL) RP1-14 MOUNT THISW.P. OUTLET ADJACENT SEE SPECIFICATIONS THIS RP1-8 TO SECURITY SYSTEM PULL BOX. 1"C SHEET. CP1-4 CONNECT TO SECURITY SYSTEM CIRCUIT CPO 6. 4,-2" CP1-1 4"x4'x2-1/8" J.B.. RP1-16 MOUNTED ON BOTTOM 3/4"C. (TELE) OF JOISTS. 3'-7" (+/-) FROM CP1-5 CL OF COLUMN TO 13'-6" -14'-8" FCHORD CL OF CABLE TRAY. RP1-10 SEE 3 3'-0" CP1-2 - " 16'6 NOTE 3 RP1-12 10' 2 , 17'-2" J 6'-1" (+/-) FROM- CL OF COLUMN TO CL OF CABLE TRAY. CP1-3 J ALL CABLE TRAY SHALL BE J V-0" FROM SPRINKLERS. (SEE DETAIL THIS SHEET.) NOTE 18 MOUNT TELE. BOX ® 48" ABOVE SLAB. J2 _ 7'-2" (+/-) FROM CONDUIT RUNS FOR THE GARDEN CENTER SALES DESKS RP2-58 CL OF COLUMN TO SHALL BE RUN THROUGH BLOCK WALL AND MOUNTE TO CL OF CABLE TRAY. THE BOTTOM OF THE TOP CHORD OF ALL JOISTS AND PROVIDE A 3/4' C. GIRDERS AND CONTINUED TO THE JUNCTION BOX OUTLET THROUGH MASONRY 9" CABLE TRAY (TYPICAL) GROUPINGS. JUNCTION BOX OUTLET GROUPINGS SHALL WALL ® BOTTOM OF BE MOUNTED TO THE BOTTOM OF THE TOP CHORD OF BAR JOISTS. MOUNT A 9" CABLE TRAY (TYPICAL) SEE SPECIFICATIONS THIS GARDEN CENTER TRUSSES. SEE DETAIL 3-E9. CHROME ESCUTCHEON SEE SPECIFICATIONS THIS SHEET. PLATE ON BOTH SIDES SHEET. OF WALL. RP 1-18 4' RP -32 CP1-9 6'-1" (+/-) FROM CL OF COLUMN TO CP2-13 CL OF CABLE TRAY. u 7, -0" RP2-30 RP2-28 1 ga RP1-20 8"x8"x4' J.B.'S MOUNTED CP -12 CP2-11 CP1-8 TYPICAL CUNDUII SIZES FOR EACH i BOTTOM OF TOP CHORD OF BAR JOISTS.= SALES DESK - 1 1 (+/-) FROM CL OF COLUMN TO 1 ,® » NOTE 3 =-=- =� GARDEN C ENTER AREA. INS ALL CL OF CABLE TRAY. MOUNT WP ISOLATED THESE CONDUITS TO RP2-26 ( + GRB ROUND OUTLET TO = = ice. _ _ . ___ _ = �__ _____ =THE TOP -,H » ,> 8 x8 x4 J.B. 18'-8" 15'-0" 15'- 15'-0" 15'-0" 9'-4' 7' 19 1 CL I 1^C E BAR JOIST 1"C, TELE CP2 10 22'-0" 46'-0" RP2-18 RP2-20 RP2-22 J 1 _-_ YCONDUITS ✓= - 1-1 C. Pos 1-1 rc. Pos) 19'-7" FROM j TO SALES DESK 9" CABLE TRY (TYPICAL) J C OF( COLUMN Tp RP1-22 FROM I J.B.'S SHALL 1"C. SEE SPECIFICATIONS THIS CP2-3 C 2-5 C 2-7 C OF CABLE TRAM. RP2-10 NOTE 18 I SHEET. CP1-6 MOUNT JUNCTION BOXES TO J RP2-16 RP2-24 RP1-24 CP2-4 BOTTOM OF TO CHORD OF P RP2-12 RP -14 TRUSS. SEED AIL 3-E9. ! -� 1/2' CONDUIT 15 CP1-7 CP2-8 RP2-8 I P2-6 1-1/2" CONDUIT FOR SECURITY (TYPICAL) SYSTEM » 2 SATELLITE CONDUIT CP2-1 J J J RP2-60 J J TO CABLE TRAY (TYPICAL) FROM J B TO CAMERA CP2-9 J a J J CP2-2 N SEE DETAIL 8-E7 J J J p I NOTE 1 1 '- J -NOTE 11 � J NOTE 11 NOTE 11 -1 NOTE 11 1 NOTE 10 � NOTE 3 1 NOTE 3 NOTE 3 NOTE 3 NOTE 3 J NOTE 8 J NOTE 7 NOTE 3 1 1' NOTE a 10 - NOTE 10 NOTE 16 N TE 16 NOTE 3 NOTE 11 I IF J 1,C,TE -I SEE SHEET E-9 J77 `E: SEE SHEET E-9�-__ _�_� ,� __ - ;;' NOTE 12 6 18'- 9 e NO E 10 FOR UNDERSLAB FOR UNDERSLAB SECURITY CONDUITS. NO E 18 SECURITY CONDUITS. CONDUIT AT 25' A.F.F. IN CORNER J 0 0 I FOR CORNER -MOUNTED, 270% NOTE 10 NOTE 18 N E 10 PAN -TILT -ZOOM CAMERA (CAMERA 1 J NOTE 10 BY OTHERS). I � ,Ky x' , '-�, NOTE 10 O (O O O O O O O I ELECTRICAL J ROOM # 2 N TE 10 APPROX. LOCATION OF 8"x8'x4' J.B. (NOTE 6) SEE SHEET E-7 FOR CONDUIT COMPUTER AND TELEPHONE SEE DETAIL SHEET E-7 LAYOUT IN OFFICE AREAS. JUNCTION BOX (PATCH PANEL) (2) 3" CONDUIT TO PROVIDE A 1 /2" C. THROUGH MASONRY WALL - SEE SHEET E-7 COMPUTER JUNCTION BOX BOTTOM OF BAR JOISTS. MOUNT A CHROME ESCUTHEON PLATE ON BOTH SIDES OF WALL. (2) 3" CONDUITS TO TELEPHONE JUNCTION BOX J GA5LE TfPAB AN 15C, CONDUIT FLAN 5Gr4�E 1" = 20' -0" I t, SOME CENTERS, INC. O. BOX 1111 N. WILKESBORO, NC 28656 ! REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION 'HIS DRAWING IS THE PROPERTY OF LOWE'S HOME ENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE )R PART IS PROHIBITED WITHOUT THE EXPRESSED VRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. :OPYRIGHT 2001 ALL RIGHTS RESERVED ITIPULATION FOR REUSE HIS DRAWING WAS PREPARED FOR USE ON A IPECIFIC SITE AT SANFORD, FL :ONTEMPORANEOUSLY WITH ITS ISSUE DATE ON �4115/02 AND IT IS NOT SUITABLE FOR USE ON A IIFFERENTPROJECT SITE ORATALATER TIME. USE )F THIS DRAWING FOR REFERENCE OR EXAMPLE ON JVOTHER PROJECT REQUIRES THE SERVICES OF 'ROPERLY LICENSED ARCHITECTS AND ENGINEERS. tEPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS ;ONTRARY TO THE LAW. ! i ZV)A 0 �N u Q CD W Z C) � �0 h ZOO .jb4 WF� V 10 J a, WZ�� C, r-1 LJ A CD N O Z N C7 CIO m4u U w Y Cy) Z Y U W 0E-� �o <� w ® a0 co N � W u 2 co z z J w w w ® U pOf U L.L rn z " ® o 0 0 LLJ L j L Lj m U � Z LL z < Z W U) Q 0 n v � _j U) i ORIGINAL ISSUE DATE: 4115/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-6 VII EL06 03.15.02 IF 0 1 GENERATOR FEEDER. CONNECT "FIRE PUMP" FEEDERS DIRECT TO GEN-SET BUSS. CONTACT GEN-SET MANUFACTURER FOR LUG AND/OR BUSS KITS. "FIRE PUMP" CONDUITs RADIATOR END (1) 2-1/2" AND (1) 1" CONDUIT FOR "FIRE PUMP" FEEDER AND SHUNT TRIP CIRCUIT GENERATOR SET IN GENERATOR SHALL BE FASTENED TO TO SPRINKLER ROOM WEATHERPROOF ENCLOSURE TANK W/FOUR 5/9' A-325 BOLTS ONE AT EACH CORNER MOUNTING HOLE (4) #1/0 THNN, (1) #6G. RUN IN LOCATION. 2" C. UNDERGROUND TO 150 AMP. "ELS' TRANSFER SWITCH IN ELECTRICAL ROOM. 2 RUNS OF 4 350 MCM & 1 1 G. EACH ( ) ( ) ( ) # SUB -BASE FUEL TANK GENERATOR TANK SHALL BE ANCHORED TO CONCRETE RUN IN 3" C. UNDERGROUND TO 600A. PAD W/6 HILTI KWIK BOLT II TRANSFER SWITCH IN ELECTRICAL ROOM. EXPANSION ANCHORS CONCRETE SLAB 1 /2" D X 3-1 /2" LONG, ONE AT EACH CORNER AND ONE MIDWAYS ON EACH SIDE _______________ ---- ---------- - ELECTRICAL SUB -CONTRACTOR SHALL PROVIDE A COMPLETE SET OF DRAWINGS TO GENERAL CIRCUITS FROM PANEL RP1-33,35,37 TO JACKET CONTRACTOR SHOWING LOCATION OF ANCHOR BOLTS WATER HEATERS AND TO BATTERY CHARGER. FOR SUB -BASE FUEL TANK. 1" CONDUIT WITH (1) 15 CONDUCTOR CABLE #3 - (BELDEN #8623). ROUTED FROM GENERATOR "TS3" TO TERMINAL BLOCK TBC IN CONTROLS SECTION. SEE SHEET E-10 FOR WIRING DETAILS. 3 �C 1 1„� f C INS f ON f At-1 OF BEN - SET SCALE 3/4" CONDUIT FOR CABLE #2 TO ELS ATS. SEE SHEET E-10 FOR WIRING DETAILS. "ELS" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. "ELS" NORMAL SOURCE FEEDER FROM LP1A. SEE SHEET E-12 FOR FEEDER SIZE. CONDUIT STUB UP AREAS (TYPICAL) "ELS" GEN-SET FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. 1" CONDUIT WITH "ELS" CONTROL WIRING. DEDICATED TELEPHONE OUTLET FOR BUILDING ENERGY MANAGEMENT SYSTEM ® 8'-0" A.F.F. - SURFACE MOUNT ABOVE "BMS" CABINET. RUN A 3/4" CONDUIT & 2 PAIR PHONE CONDUCTOR TO TELEPHONE BACKBOARD. GEN-SET ANNUNCIATOR WALL MOUNTED AT 44" A.F.F. TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2-1/2" CONDUIT FOR FIRE PUMP. ROUTE FROM PULL SECTION TO SPRINKLER ROOM. CONTRACTOR SHALL FURNISH AND INSTALL BELDEN 8719 CABLE IN 1" CONDUIT UG. ELECTRICAL CONTRACTOR SHALL LEAVE 6' OF CABLE A.F.F. FOR CONNECTION BY POWERBOX SOLUTIONS START-UP TECHNICIAN. 3/4" CONDUIT FOR CABLE #3 TO GEN-SET. SEE SHEET E-10 FOR WIRING DETAILS. 3/4" CONDUIT WITH (5) #14 AWG STRANDED CONDUCTORS TO GEN-SET ANNUNCIATOR. 3/4" CONDUIT FOR CABLE #1 TO MDPB ATS. SEE SHEET E-10 FOR WIRING DETAILS. "MDPB" GEN-SET FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. BOTTOM FEED - EMERGENCY BOTTOM FEED - NORMAL BOTTOM FEED - LOAD "BC" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. OVERHEAD BMS CONTROL WIRING (9) #12 7 0„ CONDUCTORS IN 1" CONDUIT OH. ELECTRICAL CONTRACTOR SHALL LABEL BOTH ENDS OF CONDUCTORS (1-9). CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR IN TOP OF CABINETS TO TERMINAL STRIPS LABELED 1-9. 1" CONDUIT FOR CABLE #4 TO UPS. - SEE SHEET E-10 FOR WIRING DETAILS. » S» "L.P1A" " HVAC 1" » DO NOT SCALE THIS DRAWING TO DETERMINE EXACT CONDUIT STUB -UP LOCATIONS OR EQUIPMENT SIZES. ELECTRICAL CONTRACTOR MUST OBTAIN A SET OF SHOP DRAWINGS FROM THE SWITCHGEAR MANUFACTURER PRIOR TO ROUGHING -IN, oll MDPA" 5'-4 3/4" 600 I I I AMP � (I U - / J� •t "MDPB"-ATS 20' FOOTING GND. RP1-26 � ' MDP "RP1" LP 1�B" 75 KVA p aLl"12.5�KVA RP 1-TX 4'-7" , 4'-T -1 Iry 1/`i'lI _ 11 _/TII CONDUIT PULL AREA #3/0 CU. GND 1" CONDUIT CONDUIT PULL AREA "SLB" "SLA" "LP21? LP29 \ ZCOONDUIT PULL AREA (TYPICAL) .� ELECTRIC ROOM 2 OVERHEAD BMS CONTROL WIRING (11) #12 CONDUCTORS IN 1" CONDUIT OH. �- ELECTRICAL CONTRACTOR SHALL LABEL BOTH ENDS OF CONDUCTORS (1-11). CONNECTIONS SHALL BE MADE BY 1 ELECTRICAL CONTRACTOR IN TOP OF CABINETS TO TERMINAL STRIPS LABELED "RP3" COND IT PULL'- / AREA 112.5 KVA RP2-TX "RP2"AMP 4'-7" 1 CONDUIT PULL AREA 5'-4" PANEL "ELS" LOCATED IN A 2-HOUR RATED ENCLOSURE. REFER TO ARCHITECTURAL SHEETS. L I CAS 00t"l #2 FOLUE fP�, FLAN Elf SCALE V 1/211 = 11 _011 PAD MOUNTED TRANSFORMER 17'-0" ELECTRICAL -STUB UP AREA. RP1-33 BATTERY CHARGER RP1-35,37 JACKET WATER HEATERS (TO BE COORDINATED WITH GENERATOR MANUFACTURER) 6" 2-1/2" CONDUIT FOR FIRE PUMP. ROUTE FROM GEN-SET PULL SECTION TO SPRINKLER ROOM. 1" CONDUIT WITH (2) #10 FOR FIRE PUMP SHUNT a 9'-0" I �- FUEL FILL CONCRETE PAD SUB -BASE - FUEL TANK TYPICAL PANEL CONDUIT PULL TYPICAL PANEL AREA (2000 AMPS) CONDUIT PULL 3-6" AREA (800 AMPS OR LESS) 3" 1» NOTE: NOTE: ALLOW FOR SEE RECOMMENDED AN ADDITIONAL 1" AREAS FOR CONDUIT FROM WALL. PULLS SHOWN ON ENLARGED ELECTRICAL ROOM PLANS. • NOTES: 1. UNLESS NOTED OTHERWISE, PROVIDE ONE NOTE: ELECTRICAL CONTRACTOR SHALL EMPTY 3/4" CONDUIT WITH NYLON PULL CORD LOW E COORDINATE/VERIFY TELEPHONE SERVICE FROM EACH INDIVIDUAL TELEPHONE OUTLET ENTRANCE CONDUITS QUANTITY, SIZE, AND (D-) OR (�) TO TELEPHONE BACKBOARD HOME CENTERS, INC. ROUTING WITH LOCAL TELEPHONE COMPANY. MOU 6" ABOVE FINISHED CEILING FOR AND FROM EACH IN IVIDUAL C MPUTER DATA P.O. BOX 1111 N. WILKESBORO, NC 28656 SAT E SYSTEM. CABLE PULL BOX (� OR (� TO • • (4) 3" CONDUITS FROM SALES RUN 3/4" C. TO CLASSR00 EEVE THRU WALL FOR SATELLITE DISH COMPUTER TERMINAL JUNCTION BOX. REVISIONS FLOOR CABLE TRAY. C LE BOTTOM OF BAR JOISTS PRE -BID SET POST BID SET 2) 1-1/2" TO PERIMETER LOOP FOR SECURITY 2• WHERE OUTLET GROUPINGS OCCUR, MOUNT O ISSUE DATE ISSUE DATE SYSTEM. SEE SHEET E-6. ALL BOXES AS CLOSE TO EACH OTHER AS DATE DESCRIPTION COMPUTER PRACTICAL. ACKQ MOUNT JUNCTION BOXES TO BOTTOM NEMA 1, 24" x 24" x 8" ENCLOSURE CP2-18 OF ROOF JOISTS. 3. CEILING INSTALLER SHALL COORDINATE WITH MOUNT (4) DUPLEX OUTLETS ® 6" O.C. THE GENERAL CONTRACTOR TO BLOCK AROUND W/SCREW TYPE COVER FOR RP3-24 CP2-16 THE PANELS IN THE ELECTRICAL ROOM TO COMPUTER JUNCTION BOX. MOUNT ® CP2-20 AND ® 10'-0" A.F.F. LEAVE A 10" SPACE ALLOWANCE FROM WALL 4'-0" A.F.F. (FOR COMPUTER DATA MOUNT ®1'-0" A.F.F. FOR CONDUITS FROM PANELS TO SPACES CONDUIT ONLY). / JUNCTION BOX MOUNTED ABOVE CEILING. 3/4"C. TO COMPUTER ®30" A.F.F. WITH 1/2" JUNCTION BOX. EMT ROUTED TO GENSET CONTINUED IN SPRINKLER ROOM TELEPHONE/CONTROLLER. C5) MOUNT GROUPING DATA (4) #2, 1-1/2"C. RUN TO 24" x 24" x 8" ENCLOSURE FO 42" A.F.F. PANEL "RP2". RP2-76,78 NEMA 1, W/SCREW TYPE COVER FOR (2) TWO DUPLEX RECEPTACLES BAIT (FOR MALE CORD &PLUG). TELEPHONE JUNCTION BOX. MOUNT ® IN (1) FOUR GANG BOX. (4) #2, 1-1/2"C 4'-0" A.F.F. (FOR TELEPHONE SURFACE MOUNTED. UPS RUN TO PANEL CONDUIT ONLY). CP2-22 CP2-21 7 "CP2". (FOR MALE GBM CORD & PLUG). 0101,9 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PATWITHOUT THE RESS (2) 4" TELEPHONE SERVICE CONDUITS. 2'-� WRITTENICONSENT IOFDLOWE'SHOME CENTERS, NC. COORDINATE WITH TELEPHONE COMPANY. SHALL COPYRIGHT2001ALLRIGHTS RESERVED BE INTERMEDIATE METALLIC CONDUIT OR PVC 3'- 4'-7"�RPZ 4%4%2-1/8" JUNCTION BOX STIPULATIONFOR REUSE 8" x8" x4" JUNCTION BOXES THIS DRAWING WAS PREPARED FOR USE ON A SCHEDULE 40). - CONDUITS SHALL BE GROUNDED SPECIFIC SITE AT SANFORD,FL TO BUILDING STEEL AND IN ACCORDANCE WITH UPS MONITORING TO CONTEMPORANEOUSLY115/02ANDITIWITHITSISSUEDATEON 04I15/02 AND IT IS NOT SUITABLE FOR USE ON A N.E.C. ARTICLE 800. BMS CONTROLLER DIFFERENT PROJECT SITE ORATALATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON TELEPHONE EQUIPMENT BOARD. 4x8 SHEET OF PLYWOOD rSITTION HUB CORD AND PLUG EQUIPMENT, HARD ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. PAINTED WITH FIRESTOP PAINT ON FRONT AND BACK ECEPTACLE FROM JUNCTION BOXES BACK TO REPRODUCTION OF THIS DRAWING FOR REUSE ON » ANOTHER PROJECT IS NOT AUTHORIZED AND IS 1 #6 THW GROUND WIRE. CONNECT TO COMMON A.F.F. AND CP2" PANELS. MOUNT CONTRARY TO THE LAW. GROUNDING ELECTRODE CONDUCTOR IN SPRINKLER ROOM. MOUNT RECEPTACLE UPS TION BOXES ®24" A F.F. CONNECT(SEE DETAIL 1-E8). STRAP TO TELEPHONE EQUIPMENT ®6" A•F•F, S PDUG INTO UPS.S AND PLUGS TO JUNCTION BOARD. LEAVE 36" OF SLACK COILED ® BOARD. TEL F�ION /FDATA 0011 ELECTRICAL FLAN :EKI SCALE 1/411 = 11_011 :�. 1�ECE IVIN OFFICE FOLUfP�, FLAN ElSOLE 2' RP2-55 i J CP2-15 MOUNT THESE RP2-45,47 RP2-49 RP2-53 JUNCTION BOXES TO COPIER THE BOTTOM OF THE NEMA 6-20R TOP CHORD OF THE RP2-57 ROOF JOISTS. THESE JUNCTION BOXES ARE THESE OUTLETS ARE FOR STORE SET-UP FOR TESTING RETURNED AT SERVICE DESK. MERCHANDISE. 1-1/2" C. TO TELEPHONE EQUIPMENT BOARD 1-1/2" C. TO COMPUTER JUNCTION BOX. (2) 2" CONDUITS FOR CABLE ACCESS SERVICE BELL - FROM LP ROOM GOING UP WALL AND ENDING AT BAR JOIST. NEED MOUNT OUTLET AT SAFE - ELECTRICAL CIRCUITS IN PLUGMOLD TO @72" A.F.F. (THIS POWER MONITORS, VCR'S, AND CAMERA OUTLET ONLY). CONTROLLERS. ALSO NEED A QUAD INSTALL J.B. FOR TELEPHONE AND COMPUTER CONDUITS ® 10'-0" A.F.F. AS SHOWN. (ALL CONDUITS DIRECTED TO THESE J.B.'S SHALL BE CONCEALED ABOVE OR WITHIN • Z fa 0 r� w � �m�� $$$g wzf.L 81 Q�C48g- ZOO 66�JT wzZ10 0 o g^o vJ M 00 o °O 3 W p 0 �tj0 M 0 C7 L � EL PANEL FEEDER. SEE SHEET TRIP CIRCUIT. ROUTE FROM LOAD SHED CONTACTOR OUTLET UNDER COUNTER TO POWER MOUNT OUTLETS IN AND AROUND OFFICE AREA STUD WALLS. NO ® • E-12 FOR FEEDER SIZE. CP2-14 CONDUITS SHALL BE ALLOWED TO BE IN FIRETROL CONTROLLER TO GEN-SET 600 AMP OTHER DEVICES SUCH AS ALTRONIX LP OFFICE, MONEY AND PICK-UP INSTALLED EXPOSED DIRECTLY ABOVE n Ij 2-1/2" CONDUIT FOR FIRE PUMP. SHUNT TRIP BREAKER. POWER SUPPLY. ROOMS @ 42 A.F.F. (TYPICAL). OFFICE AREA). TELEPHONE JUNCTION ^ Z � ROUTE FROM PULL SECTION TO BOX TO BE 16" H. x8" W x 6" D AND C1 ~ SPRINKLER ROOM. #3/0 COPPER COMMON GROUNDING ELECTRODE CONDUCTOR RP2-46 COMPUTER JUNCTION BOX TO BE O z ® N fN IN 2" PVC SCHEDULE 40 CONDUIT. SEE E-8 FOR DETAILS. 120VAC-24VAC TRANSFORMER. ROUTE 1 /2" CONDUIT AND 8" H x 8" W x 4' D. O 18 GA. 2 CONDUCTOR DOORBELL CONDUCTOR FROM or Lo co PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. TRANSFORMER TO WALL MOUNTED PUSH BUTTON. ROUTE m "SLA" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. (2) #14 GA. TO SERVICE BELL LOCATED IN CUSTOMERmA Lu 2-18 x 4 SERVICE AREA. / " co �� NOTE: KEEP AREA AT u "CPI" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. RP3-26 MONEY DROP CLEAR OF JUNCTION BOX W Zj � FOR S "RP2" TRANSFORMER FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. ANY OUTLETS, CONDUITS, PICK-UP BUTTONELL ~ Z RP3-28 �C RECESSED IN Y "LP1 B" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. WALL. UO "SLB" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. CP2-17 w v1 w � O cn ELECTRICAL �001°'� 1 FOLU FLAN _ CU �co 2 -� 110N � F I C< OF TU Ne A1� A FOUJ 1� FLAN ® CN CO E� SOLE 1/411 = 11-011 El SCALE1/411 � 11_011 Z � u co • RP3-2 Z I VEND RP3-4 ABSOLUTELY NO SUBSTITUTIONS ON 15 SHUNT -TRIP CONTROL CONDUIT AND CONDUCTORS 1" CONDUIT, WITH (1) #10 VEND RP3-6 ° CONDUCTOR BELDEN CABLE 8623. CONTRACTOR RED & 1 # () #10 WHITE WIRED TO CONTACTS 81,82, 19A,19B, IN FIRETROL 1/2"C. TO VEND SHALL BE RESPONSIBLE FOR REPLACING CABLE CONTROLLER TO GEN-SET "TS3" - SEE SHEET E-10. RP3-8 TELE/DATA ROOM. THAT DOES NOT MEET THIS SPECIFICATION. VEND 2-1/27C. TO PULL AND FIREPUMP SECTION IN ELECTRICAL RM #1. RP3-10 VEND 1/2"C. TO TELE/DATA ROOM. EXACT EE ARCHITECTURAL SHEET A-4.1FOR LOCATION OF HAND DRYERS. ED 0 Lu uj 0 2-1/2 C. TO GEN-SET ELECTRICAL STUB -UP AREA Q L) RP3-12 TO L DATA ® C° RP3-14 ROOM RP3-1 MICROWAVE REFRIGERATOR RP3 2 �aAdA�E6 RP3-20 RP3-18 (COPIER RP2-62 64 CP2-24 RP3-16 RP3-13 UNISEX WATER " CP2-19 ELS-14,16,18 1" CONDUIT TO SECURITY SYSTEM RP3-11 8"x8"x4 JB PANEL FROM SPRINKLER RISERLR2-3s MOUNT TELEPHONE RP3-9 LL OUTLET ® 50" A.F.F. J J� J J oTOR c�sRoo�a _ a Lo C 2-2 ELECTRICAL TRI(`AI � 1 /2" C. TO RP2-66 3/4"C. � (� LL g :x•. .: HW RECIRC. PUMP O 6 LP26-32.34,36 E® RP2-44 TELE/DATA MEN �� (, W � U- z FIREPUMP COMBINATION 6 ROOM. CONTROLLER BY SPRINKLERS® RP3-1 RP3-3 OUNT ® 40" A.F.F. 1/2"C. TO LL. ZLU v CONTRACTOR. COORDINATE WITH RP2-54 FOR HAND DRYERSATA �/� SPRINKLER CONTRACTOR. SPRINKLER BBH SEE NOTE TELEPHONEfDATA 0 ��� PICK-UP J J J J R00M D ® � ® vJ U) a RP3-5 RP3-7 1 2" C. • • ELECTRIC BASEBOARD HEATER7 3/4" C. TO SATELLITE RECEIVER LOCATED ORIGINAL ELECTRICAL CONTRACTOR SHALL (4) #4, (1) #8G., 1-1/2' C. 1" CONDUIT WITH (1) 15 CONDUCTOR CABLE #4 - (BELDEN #8623). MOUNT ®40" A.F.F. 4/15/02 FOR HAND DRYERS. 1 /2" C. TO ISSUE DATE; UNDERGROUND TO PANEL "ELS' ROUTED FROM UPS CONTROLLER TO TERMINAL BLOCK "TBC" IN NOTE: MOUNT ALL JUNCTION IN TELEPHONE/COMPUTER ROOM. PERMIT SET PROVIDE AN ELECTRIC BASEBOARD ELS-20,22,24 (SEE SHEET "CP2" PANEL. SEE SHEET E-10 FOR DETAILS. BOXES ABOVE LAY -IN CEILING TELE/DATA ROOM. ISSUE DATE: 4/15/02 HEATER, 150OW. ® 120V., 10. UNIT IN OFFICE AREA. SHALL HAVE BUILT-IN DPST E-12). 4"x4"x2-1 8" J.B. "F6" FIXTURE LOCATED CONSTRUCTION SET THERMOSTAT. MOUNT ELECTRIC / ISSUE DATE: BASEBOARD HEATER ® 2'-0" A.F.F. MOUNTED ® 30" A.F.F. IN "ELS' CLOSET. CENTERED ON WALL. 1 OFFICE FOW FLAN DRAWING NUMBER: El SCALE 111 = 1o'-OII E-7 VII EL07 03.15.02 o • ATTACH TO MAIN JOIST GIRDER ATTACH TO ATTACH TO ATTACH TO BUILDING STEEL BUILDING STEEL BUILDING STEEL BUILDING STEEL O O • • #3/0 COPPER GROUNDING CONDUCTOR TO STRUCTURAL MEMBER. PAD MOUNTED SERVICE TRANSFORMER UTILITY COMPANY) 1 — — — — — — — I I i I I I I I I � I II I I� I Lr— — —J RIGID EELLBBOWIZED ELECTRODE GROUNDING I CONDUCTOR I (BY UTILITY COMPANY)--� I SCHEDUI —I— SEE RISER DIAGRAM ON SHEET E-12 FOR CONDUCTOR AND CONDUIT SIZES. NON-METALLIC PROTECTIVE SLEEVE COORDINATE WITH CONCRETE CONSTRUCTION AND PROTECT FROM DAMAGE. PLACE A MINIMUM OF 20 FT. OF BARE #4 COPPER GROUNDING CONDUCTOR HORIZONTALLY NEAR THE BOTTOM OF FOOTING. 2" MINIMUM CONCRETE COVERAGE AROUND ENTIRE GROUNDING CONDUCTOR. CONNECT TO REBARS AT TWO SEPARATED, CLEANED LOCATIONS(MINIMUM) WITH CADWELD OR ALTERNATE METHOD APPROVED BY THE N.E.C. NOTES: 1. ALL GROUNDING ELECTRODE CONDUCTORS SHALL BE COPPER. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE N.E.C., ARTICLE 250. 2. GROUNDING CONDUCTORS SHALL BE PROTECTED WHEN EXITING CONCRETE SLAB OR WHERE IN CONTACT WITH CONCRETE AT BUILDING STEEL BY UTILIZING NON-METALLIC SLEEVES OR CONDUIT. i F 40 PVC ` #3/0 COPPER GROUNDING CONDUCTOR- . I I OUTSIDE EDGE OF MAIN BREAKER I I I I I i i s i "MDPA" MAIN SWITCHBOARD BR ER FOR OA Try ICAL�7V PANELS E ROUNDING CONDUCTOR 0 SEE E-12 FOR SIZE L_®—J BONDING JUMPER SAME SIZE AS GROUNDING B NEUTRAL CONDUCTOR) BONDING EQUIPMENT GROUNDING BUSHIN BAR IN MSB. TOP OF FINISH FLO BOND NEUTRAL TO GROUND 2" MIN BONDING 2" MIN AT THIS LOCATION ONLY BUSHIN (FOR 480 VOLT EQUIPMENT. CABINET CONDUCTOR #3E AS/0 COPPER) RIGID GALV. ELBOW SCHEDULE 40 PVC SCHEDULE 40 PVC CONDUIT PULL AREA IN ELECI INTERIOR OF MAIN GROU BREAKER SECTION COND CONCRETE SLAB E UIPMENT GBAROUNDING - BONI BUST I TO TRA NEUTRAL BAR STRAP #4 COPPER GROUNDING ELEC IN 1" SCHEDULE 40 PVC COI MAIN SERVICE GROUNDING EU THE MAIN BREAKER SECTION. - NOTE: TRANSFORMER SHALL ..� . ,..,.,..,.�., ... ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. #4 COPPER GROUNDING CONDUCTOR TO STRUCTURAL unAcro I 600 AMP, 3-POLE AUTOMATIC TRANSFER SWITCH WITH OVERLAPPING 10OX SCHEDULE 40 PVC SCHEDULE 40 CONCRETE SLAB 14 COPPER GROUNDING CONDUCTOR TO STRUCTURAL unAero BONDING BUSHING FLEX #4 COPPER GROUNDING CONDUCTOR TO STRUCTURAL MEMBER. ISOLATED GROUND TO BE ROUTED BACK TO TRANSFORMER EQUIPMENT GROUND BAR AND SHALL NOT BE SPLICED AT ANY POINT. (APPLICABLE FOR PANEL "RP2/CP2" ONLY) - BONDING TRANSFORMER RP2 BUSHING- � . � :4F. To TO GROUND AT AT PANEL. BOND TO BE MADE AT TRANSFORMER. ALL CONNECTIONS TO COMMON GROUNDING ELECTRODE CONDUCTOR SHALL BE EXOTHERMIC TYPE AS APPROVED BY THE N.E.C. #6 COPPER THW GROUND CONDUCTOR TO TELEPHONE BACKBOARD. SE! -=/ SHEET E-7 FOR CONTINUATION. 2-1/2" NON-METALLIC PROTECTIVE SLEEVE COORDINATE WITH CONCRETE CONSTRUCTION AND PROTECT FROM DAMAGE. BLUE GREEN EQUIPMENT GROUND NOTE• DO NOT NEUTRALO GROUND AT AT PANEL BOND TO BE MADE A TRANSFORMER. CONCRETE i ELECTf�IC,4L ING AND BONDING DETAILS ES SCALD NOT t0 SCALE RP1-19 =:`DQCK LEVELER CONTROL µ: <'aWIT.H_ 1 /2" KNOCKOUT. AT 44' A.F.F. 3/4 „ 1.4' x4'JUNCTQN BOX MOUNT:"':AT3 34A F.F. R UNDERSLAB 'CONDl1JT `f0., .. a FLUSH MOUNTED J=BOX : NEMA 5 20R SINGLE Ys _STRAI.GE iT BLADE'.'<REC ,ALWAYS KEEP RI CEPTACL T.f7 a , 1 ;THE RIGHT.°OFs T4B CENTERLINE Iw 3 � !rd � ; � • a,. 4 DO < L V L TAIL ,ES SCALE 1/4 II � ]I-/7111 NEE• TYPICAL FOR ALL I.G. OUTLETS WIRED FROM PANELS CP1 AND CP2. TYPICAL FOR ALL I.G. OUTLETS WIRED FROM PANEL CP2. (SEE DETAIL) METAL BOX SOLID GREEN WIRE FOR EQUIPMENT GROUND SHALL Mn BE INSTALLED FOR EACH non I.G. CIRCUIT. (CONDUIT IS NOT TO BE USED FOR #3 THW INSULATED COPPER WIRE - I.G. OUTLET EQUIPMENT GROUND). ISOLATED GROUND CONDUCTOR - GREEN WIRE WITH ROUTED WITHIN PANEL "RP2" AND YELLOW STRIPE FOR "CP2" ENCLOSURE WITH PHASE, EACH ISOLATED NEUTRAL & GROUND CONDUCTORS. GROUND CIRCUIT FROM PANEL CP2. PANEL RP2 PANEL CP2 NO BONDING STRAP RED BLUE NO BONDING WHITE ATI ROUNDING eLAcl� STRAP TYPICAL BRANCH ®USHING \\`IIIIII CIRCUIT BREAKER r------� #3 THW INSULATED \�\` \ I RED r------� COPPER WIRE - ISOLATED GROUND WHITE RED III 1 I I' \ \� FLEX T- I CIRCUIT �___ i CONDUCTOR - ROUTED fCBREAKERI --- BREAKER TO PANEL CP1 WITH L� - - w FEEDING PHASE, NEUTRAL & TO TRANSFORMER RP2 PANEL "CPI" GROUND CONDUCTORS. GREEN TRALGREEN W/YELLOW STRIPE (NEUTRAL) � GREEN B gON D NG BUSHING ND EpUIPMENT �GON EQUIPMENT GROUNDING EQUIPMENTD'S GROUNDING RIGID GALV. BAR BAR ELBOW- O �NS ESFORMER BONDING STRAP BONDING STRAP #4 COPPER GROUNDING ELECTRODE CONDUCTOR IN 1" SCHEDULE 40 PVC CONDUIT, ROUTED TO COMMON GROUNDING ELECTRODE CONDUCTOR ®— LOCATED IN SPRINKLER ROOM. NOTE: TRANSFORMER SHALL BE GROUNDED IN U.P.S. - PROVIDED ACCORDANCE WITH ARTICLE 250 OF THE BY LOWE'S N.E.C. SCHEDULE 40 PVC - WATER SERVICE GROUND LOCATED IN SPRINKLER ROOM. CONNECTION SHALL BE U-BOLT GROUND CLAMP TYPE. CONNECTIONS INTERNAL TO U.P.S. PLUG AND CORD CONCRETE SLAB CONNECTIONS PROVIDED WITH SWITCHGEAR GROUNDING ELECTRODE SYSTEM: ELECTRICAL CONTRACTOR SHALL PROVIDE A COPPER GROUNDING CONDUCTOR BETWEEN THE BUILDING STEEL AND THE METAL WATER SUPPLY LINE ALL CONNECTIONS SHALL CO2�' COPPER BENEATH MPLY WITHIN CARTICLE 250-77CORDANCE ® THE N.E.C., ARTICLE 250-50. L---- E TYPICAL FOR ALL COPPER WATER LIN I G OUTLETS WIRED rN RED \\,\ I I I I FLEX TO TRANSFORMER RP1 GREEN BAR -BOND EQUIPMENT GND'S TO TRANSFORMER —#4 COPPER GROUNDING ELECTRODE CONDUCTO IN 1" SCHEDULE 40 PVC CONDUIT, ROUTED TO MAIN SERVICE GROUNDING ELECTRODE LOCATED THE MAIN BREAKER SECTION. NOTE: TRANSFORMER SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. FROM PANEL CP1. (SEE DETAIL) SOLID GREEN WIRE FOR :L RP1 METAL BOX EQUIPMENT GROUND SHALL BE INSTALLED FOR EACH I.G. CIRCUIT. (CONDUIT IS NOT TO BE USED FOR I.G. OUTLET EQUIPMENT GROUND). hLK® BLUE GREEN WIRE WITH YELLOW STRIPE FOR EACH ISOLATED GROUND CIRCUIT FROM PANEL CP1. PANEL CP1 NO BONDING w STRAP w 0 ISOLATED NG BAR SNO TRAP AT WHITE AT PANEL M RAL TYPICAL BRANCH CIRCUIT_ BREAKER #3 THW INSULATED EQUIPMENT - - RED COPPER WIRE - BONDING GROUNDING NEUTRAL ISOLATED GROUND BAR BAR CONDUCTOR - ROUTED FROM PANEL CP2 WITH PHASE, NEUTRAL & GROUND CONDUCTORS. R IN GREEN ON p NG EQUIPMENT BUSHING GROUNDING BAR BONDING STRAP ROOF LINE ACTOR INSTALLATION VD CIRCUIT. -TRICIAN SECURING OF CORD E—ICER TO 3 /4 I I= 1' - 0 l L 0 W Ent HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS OPRE -BID SET 0 POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION V fo THIS DRAWING IS THE PROPERTY OF LOWE'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 SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04115/02 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. r • • Y Z�A E" �rso ���o z � CIO Ln z V �Jc WZz Y P Lo co I—� N � F/-1 ® Z (NO �00 ul m (o 4 u w _j cf) Au'' � ;E Y f� Z 0 0 l ® 5 Z� �® �Z �� C6 Co \' j zz L.L m W Y U LLI U U) U W ® m ® O O Z ILLLL N � ® O ®W®®0 �0 0 11) z W LI- O z O®�ZW of z ® cn ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-8 VII EL08 03.01.02 • • BOTTOM OF REMC SET CONDUIT 1-5/16" FROM EDGE OF WALL- 18 V-6' FROM EDGE OF WALL- 1 MAIN ENTRANCE SYSTEM STROBE ALARM JUNCTION BOX ABOVE ENCLOSURE A.F.F. TO PEDESTALS AND/OR UNDERSLAB ANTENNA. RIGID STEEL C❑UPLING AND :.. •:-;, :.-.�.:„•;;,.+ ;777 J; ;, THREADED STEEL PLUG FLUSH WITH FLOOR, REA SSI UNIT 3EE NOTE 1418, gP,.r,�'�'• -a.. :ii-;i,•r. •>y.r✓a.;t.'.. .i+t+`Yti�f'^" :i<* . DETAIL - RIGID STEEL CONDUIT 18" BELOW FINISHED FLOOR. (TYPICAL FOR ALL PEDESTAL 'LOCATIONS). VOICE ALARM JUNCTION BOX a, ITO SSI ENCLOSURE FROM E� MOUNTED ON BLOCK WALL IN RETURNS AREA c BOTTOM OF ENCLOSURE v S ALARM 10'-C" A.F.F. ® / 6 TDP DF Ic 60' S FINISHED FLOOR / MAIN ENTRANCE SYSTEM 2'-10" MAX WIDTH of BOXES AND CONDUIT 1. STUB TO NEAREST BAR JOIST AND TERMINATE WITH ANTENNA CONDUITS. COORDINATE PLASTIC BUSHING. INSTALLATION SAME TIME AS FLOOR ANTENNA ARE INSTALLED. (UNLESS THE 2. 120V POWER CIRCUIT, (2) #10, #10G., 3/4" C. STORE IS TO GET THE "EAT SYSTEM TERMINATE IN JUNCTION BOX WITH WIRENUT ON EACH AFTER KEY TURNOVER). WIRE OR RUN TO EQUIPMENT IF TO BE INSTALLED. FLOOR ANTENNA INSTALLED BY 3. STUB TO NEAREST BAR JOIST AND TERMINATE WITH SENSORMATIC WITH CONDUIT BY E.C. PLASTIC BUSHING. IF INSTALLED PRIOR TO KEY 2'-8 4. RELAY NEMA 1 ENCLOSURE SUPPLIED BY TURNOVER. SENSORMATIC INSTALLED BY E.C. CIRCUITS MAIN ENTRANCE 123-23 MAIN EXIT RP3-29 LUMBER EXIT RP3-35 GARDEN CENTER RP3-41 1. STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING. 2. 120V POWER CIRCUIT 2 10 10G., 3/4!' C. TERMINATE IN JUNCTION BOX WITH WIRENUT ON EACH WIRE OR RUN TO EQUIPMENT IF TO BE INSTALLED. ALL POWER CIRCUITS MUST 3. STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING. BE ON THE SAME PHASE. 4. RELAY NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 5. ADS POWER PACK NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 6. SSI CONTROL PANEL SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 7. NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 8. E.C. INSTALLS BOXES, ALL CONDUIT AND ALL 120V WIRING WHEN SYSTEM IS INSTALLED PRIOR TO KEY TURNOVER. OTHERWISE, 120V WIRING TERMINATES IN J-BOXES. 9. 3/4" ELECTRICAL RIGID STEEL CONDUIT STUBBED -UP 1'-0" FROM MASONRY OPENING AND RUN TO A LOCATION 11" OFF OF MASONRY WALL AND 4'-2" FROM MASONRY OPENING. SEE NOTE 10. PRANCE SYSTEM 10. 3/4" STUB -UP FROM WALL. INSTALL ANOTHER 3/4" CONDUIT AT THIS POINT AND EXTEND 7'-8 1/2" TO ANOTHER STUB -UP AT NOTE 11. ROBE ALARM INCTION BOX 11. 3/4" STUB -UP FROM NOTE 10. ROBE 10" ABOVE 12. INSTALL ALL BOXES AND EQUIPMENT ON WALL AS INDICATED IN CONTROL SSI ENCLOSURE BOX ELEVATION DRAWING. 13. ELECTRICAL CONTRACTOR SHALL INSTALL THE STUB -UPS TO PEDESTALS AND THE CIRCUIT TO THE PANEL AS INDICATED AND WIRE THE 120 VOLT .]SURE POWER TO THE JUNCTION BOX. ALL OTHER WIRING AND INSTALLATION IS BY OTHERS. 14. ELECTRICAL CONTRACTOR SHALL EXTEND 120V POWER CIRCUIT (SEE NOTE 2) FROM ENTRANCE SYSTEM TO SSI UNIT IN RETURNS AS WELL AS 3/4" ELECTRICAL RIGID STEEL CONDUIT FROM NOTE 4 TO NOTE 6 AT RETURNS LOCATION. NOTES 1. INSTALL CONTROL PANEL 1'-6" FROM MASONRY OPENING. INSTALL 3/4' RIGID STEEL CONDUIT TO SATELLITE ANTENNA BY STUBBING UP AT A LOCATION 1 5/16" INSIDE OF MASONRY OPENING AND FLUSH WITH MASONRY WALL ON EACH SIDE OF OPENING AS INDICATED BELOW. 2. INSTALL 3/4" RIGID STEEL CONDUIT TO 2 UNDERSLAB FLOOR ANTENNAS AS INDICATED BELOW. THESE CONDUITS SHALL RUN 2" BELOW ® FINISHED FLOOR AND TERMINATE IN THE ANTENNA CONDUIT COUPLING. RUN SEPARATE CONDUITS FOR EACH ANTENNA. 2'- -5" 3. ELECTRICAL CONTRACTOR SHALL INSTALL ALL 120V CONDUIT AND WIRING AS REQUIRED ALL OTHER WIRING AND INSTALLATION OF EQUIPMENT NOT IDENTIFIED AS INSTALLED BY THE ELECTRICIAN WILL BE 5. ADS POWER PACK NEMA 1 ENCLOSURE SUPPLIED BY SEE NOTE --, INSTALLED BY OTHERS. SENSORMATIC INSTALLED BY E.C. I\ 6. SSI CONTROL PANEL SUPPLIED BY SENSORMATIC _ ,�' 4. ELECTRICAL CONTRACTOR SHALL COORDINATE THE FLOOR ANTENNA INSTALLED BY E.C. ,��y ``.\ CONDUIT INSTALLATION SIMULTANEOUSLY WITH THE ANTENNA INSTALLATION BY SENSORMATIC. DO NOT INSTALL CONDUIT PRIOR TO FLOOR ANTENNA. I 1 7. NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC L- INSTALLED BY E.C. 8. E.C. INSTALLS BOXES, ALL CONDUIT AND ALL 120V WIRING WHEN SYSTEM IS INSTALLED PRIOR TO KEY TURNOVER. OTHERWISE, 120V WIRING TERMINATES IN STUB -UPS SHALL CONSIST OF RIGID STEEL CONDUIT TERMINATING FLUSH WITH J-BOXES. FINISH FLOOR. INSTALL METAL THREADED CONDUIT PLUG. 9 SATELLITE ANTENNA INSTALLED BY SENSORMATIC AFTER CIRCUITS KW MAIN ENTRANCE M3-23- MAIN EXIT RP3-29 LUMBER EXIT RP3-35 GARDEN CENTER RP3-41 E.C. STUBS CONDUIT 1 5/16" FROM WALL EDGE 18" LUMBER EXIT SYSTEM BE L ONOyTHE SAME CIRCUITSER PHASE. A.F.F. STUB -UPS SHALL CONSIST OF RIGID STEEL CONDUIT TERMINATING FLUSH WITH FINISH FLOOR. INSTALL METAL THREADED CONDUIT PLUG. \E9 SCALE 4"x4'x2-1/8" WEATHERROOF JUNCTION 1/2" WEATHERPROOF FIXTURE CONDUIT FROM PENETRATION POINTS BOXES LOCATED ON EXTERIOR OF MAIN JUNCTION BOX TO JUNCTION BOX SHALL BE RUN FOR CONDUIT FROM SIGN CANOPY WALL AT 27'-9" A.F.F. TO ON EXTERIOR OF MAIN CANOPY WALL. TO JUNCTION BOXES. BOTTOM OF BOX. (TYPICAL FOR 2) (2) 4%4%2-1/8" WEATHERPROOF JUNCTION 1/2" FIXTURE CONDUIT FROM BOXES LOCATED ON EXTERIOR OF MAIN CANOPY JUNCTION BOX TO JUNCTION BOX 4%4%2-1/8" JUNCTION BOXES WALL AT SIGN CONDUIT PENETRATIONS. SHALL BE RUN ON INTERIOR OF LOCATED ON INTERIOR OF MAIN rH j? F -1 MAIN CANOPY WALL.(TYPICAL) CANOPY WALL AT 22' - 5" A.F.F. TO I i _ I I -1 F -1 F - BOTTOM OF BOX. (TYPICAL FOR 8) 1/2" FIXTURE CONDUIT FROM J.B. LJ LJ I I C J TO J.B. SHALL. BE ROUTED THRU MASONRY WALL. (TYPICAL) - 00 SLB-CIRCUIT- --LSLB-CIRCUIT SLB-CI CUIT SIGN RACEWAY �?F-HOM AREHOUSENOTE 4(TYPICAL) SLB-CIRCUIT 4" x4" x2-1 8" JUNCTION BOXES, " " " LOCATED ON INTERIOR OF MAIN (8) 4 x4 x2-1/8 JUNCTION (4) 4 x4 x2-1/8 JUNCTION BOXES LOCATED ON INTERIOR BOXES LOCATED ON INTERIOR CANOPY WALL AT 20'-1" A.F.F. TO OF MAIN CANOPY WALL AT OF MAIN CANOPY WALL AT BOTTOM OF BOX. (TYPICAL FOR 4) SIGN CONDUIT PENETRATIONS. CIRCUITRY TIE-IN POINTS. SIGNAGE NOTES: 1. EACH LETTER IN "LOWS' SIGN WILL HAVE THE BRANCH CIRCUIT WIRING EXITING THROUGH FRONT WALL AND WILL TIE INTO THE APPROPRIATE LETTER JUNCTION BOX AS SHOWN. COORDINATE EXACT POWER ENTRY LOCATIONS WITH SIGN MANUFACTURER AT TIME OF SIGN INSTALLATION. CONNECT PIGTAILS TO BRANCH CIRCUIT WIRING AT CIRCUITRY TIE-IN POINTS. 2. THE "HOME IMPROVEMENT WAREHOUSE" LETTERS WILL BE MANUFACTURED AND INSTALLED ON THREE (3) SEPARATE RACEWAYS. WHEN INSTALLED THEY WILL APPEAR AS ONE SIGN. EACH RACEWAY WILL HAVE THE BRANCH CIRCUIT WIRING EXITING THROUGH FRONT WALL AND WILL TIE INTO THE APPROPRIATE LETTER JUNCTION BOX AS SHOWN ABOVE. CONDUIT PENETRATIONS SHALL OCCUR AT THE "P", "R", AND "W" LETTERS. COORDINATE PENETRATIONS AT TIME OF SIGN INSTALLATION WITH THE SIGN MANUFACTURER. 3. ALL SIGNS ARE FURNISHED WITH FACTORY MOUNTED DISCONNECTS. 4. A DEDICATED NEUTRAL SHALL BE FURNISHED WITH EACH 277 VOLT CIRCUIT FROM THE PANEL TO THE CONNECTION POINT WITH SIGN MANUFACTURER PROVIDED PIGTAIL. APPLICABLE TO ALL CIRCUITS SERVING SIGNS. 5. THE WIRING METHOD SHOWN BELOW WILL BE UTILIZED WHEN LETTERS ARE REQUIRED TO BE INDIVIDUALLY MOUNTED WITHOUT THE RACEWAY. THIS PERTAINS TO THE "HOME IMPROVEMENT WAREHOUSE" PORTION OF THE SIGN ONLY. COORDINATE PENETRATIONS AT TIME OF INSTALLATION. NOTE 2 ABOVE DOES NOT APPLY TO THIS TYPE OF INSTALLATION. FLEXIBLE WHIPS FROM INDIVIDUAL PENETRATION POINTS (1) 4"x4%2-1/8" JUNCTION BOX 1/2" FIXTURE CONDUIT FROM SIGN LETTERS INTO JUNCTION BOXES FOR CONDUIT FROM SIGN LOCATED ON INTERIOR OF MAIN LETTER TO J.B. SHALL BE ROUTED 1s THRU MASONRY WALL. (TYPICAL TO JUNCTION BOXES. CANOPY WALL AT CIRCUITRY TIE-IN 1 FOR 24) POINT. THRU MASONRY WALL. (TYPICAL) ` SLB-CIRCUIT 1/2" FIXTURE CONDUIT FROM JUNCTION BOX TO NOTE 4 4 x4 x2-1/8" JUNCTION BOXES LOCATED ON INTERIOR OF MAIN JUNCTION BOX SHALL BE RUN ON INTERIOR OF CANOPY WALL AT 20'-10" A.F.F. TO MAIN CANOPY WALL.(TYPICAL) BOTTOM OF BOX. (TYPICAL FOR 13) 2 "LOWE'5II 5lCTN UJIFRING DETAIL Ee SCALE VOICE ALARM .II INIrT10N BOX- 1 a e 1. STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING. 0 2. 120V POWER CIRCUIT, (2) #10, #10G., 3/4' C. TERMINATE IN JUNCTION BOX WITH WIRENUT ON EACH WIRE OR RUN TO EQUIPMENT IF TO BE INSTALLED. STROBE ALARM 3. STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING. JUNCTION BOX OF REMOTE 4. RELAY NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 10 --0" A.F.F. STROBE 10" ABOVE SSI EN LOSURE 5. ADS POWER PACK NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC ® INSTALLED BY E.C. s 6. SSI CONTROL PANEL SUPPLIED BY SENSORMATIC INSTALLED BY E.C. OP OF E4CLOSURE 6D" .F.F. 7. NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 8. E.C. INSTALLS BOXES, ALL CONDUIT AND ALL 120V WIRING WHEN SYSTEM IS INSTALLED PRIOR TO KEY TURNOVER. OTHERWISE, 120V WIRING TERMINATES IN F11usHea FLI319 J-BOXES. - _2 1 T MAX WIDTH OF I BOXES AND CONDUIT 9 3/4' ELECTRICAL RIGID STEEL CONDUIT STUBBED -UP 1'-O" FROM MASONRY �--�TO PEDESTALS AND/OR OPENING AND RUN TO A LOCATION 11" OFF OF MASONRY WALL AND 4'-2" UNDERSLAB ANTENNA. FROM MASONRY OPENING. SEE NOTE 10. 10. 3/4" STUB -UP FROM WALL. INSTALL ANOTHER 3/4' CONDUIT AT THIS POINT AND EXTEND 7'-8 1/2" TO ANOTHER STUB -UP AT NOTE 11. _ 11. 3/4' STUB -UP FROM NOTE 10. 12. INSTALL ALL BOXES AND EQUIPMENT ON WALL AS INDICATED IN CONTROL BOX ELEVATION DRAWING. 13. ELECTRICAL CONTRACTOR SHALL INSTALL THE STUB -UPS TO PEDESTALS AND THE CIRCUIT TO THE PANEL AS INDICATED AND WIRE THE 120 VOLT ETAf I POWER TO THE JUNCTION BOX. ALL OTHER WIRING AND INSTALLATION IS BY OTHERS. 1/611 a 11_011 1 /2" FIXTURE CONDUIT FROM h J.B. TO J.B. SHALL BE ROUTED ON INSIDE FACE OF G.0 WALL. (TYPICAL) 4'x4"x2-1/8" JUNCTION BOXES LOCATED ON INSIDE h FACE OF G.C. WALL AT LOCATIONS SHOWN. (TYPICAL FOR 6) p 1/2" FIXTURE CONDUIT FROM J.B. TO J.B. SHALL BE ROUTED F-1 ON INSIDE FACE OF G.C. h WALL. (TYPICAL) IIl L-j 4'x4"x2-1/8" JUNCTION BOXES LOCATED ON INSIDE FACE OF G.C. WALL AT LOCATIONS SHOWN. (TYPICAL FOR 2) FLEXIBLE WHIPS FROM INDIVIDUAL LETTERS INTO JUNCTION BOXES INSIDE FACE OF G.C. WALL. (TYPICAL PENETRATION POINTS FOR CONDUIT FOR 12) FROM SIGN TO JUNCTION BOXES. N D / Q\ D I N- / \I I IJ I I I 1/2" FIXTURE CONDUIT XFROM JUNCTION BOX TO CI 00 ^I 1 I I D JUNCTION BOX SHALL BE `V "1 I I � I I I IRUN INSIDE WALL.(TYPICAL) FACE OF G.0 4'x4"x2-1/8" JUNCTION (6) 4'x4'x2-1/T JUNCTION BOX LOCATED ON INSIDE BOXES LOCATED ON INSIDE SLB-CIRCUIT FACE OF GARDEN CENTER FACE OF G.C. WALL AT NOTE 4 WALL AS COORDINATED LOCATIONS AS SHOWN. WITH ARCHITECTURAL. PENETRATION POINTS FOR CONDUIT FROM SIGN TO JUNCTION BOXES.--- IGN RACEWAY 10 -9, MOUNTING CHANNELS SIGN ..RACF�y00 n (TYPICAL) CV 1/2" FIXTURE CONDUIT II II II FROM JUNCTION BOX TO _ _ JUNCTION BOX SHALL BE N - I I� I I RUN ON INSIDE FACE OF 1 00 I I I G.C. WALL. ZN L- L J \�J L J L- 4"x4"x2-1/8" JUNCTION BOX LOCATED ON [INSIDE (2) 4%4"x2-1/8" JUNCTION BOXES LOCATED SLB-CIRCUIT NOTE 4 FACE OF GARDEN CENTER ON INSIDE FACE OF G.C. WALL AT SIGN WALL AS COORDINATED CONDUIT PENETRATIONS AS SHOWN. WITH ARCHITECTURAL. 4 ''GA DEN ENTE '' SIGN WIF.,ING DETAIL E J SCALE 3/a" 11_Oli UL CLASSIFIED SYSTEM 2 & 1-1/2 HOUR FIRE RATED THROUGH TRIENCO # CAJ 2071 PENETMTIM FMST13P FOR PLASTIC PIPE (PVC) THROUGH CONCRETE FLOW. 3735 GREEN ROAD BEACHWO01L OHM 441M F-RATING = 1-1/2 THRU 2 hours OR WALLS USING TREMstop WEN OR T-RATING = OAA-1/$ R 2 hours FYRE-SHD1A PRODUCTS SHOWN ARE BY TREMCO. 3M EQUIVALENT MAY BE USED UPON APPROVED SUBMITTALS. L ArN O PRE -RATED FLOOR OR WALL ASSEMBLY = HIM. 4-1/2' THICK CONCRETE O PLASTIC PIPE - 1-1/e DIAM. (or shatter) SCH 40 PVC PIPE. 1-1/e DIAM. (or scatter) SDRSI or SDR13.5 CPVC PIPE. O FIRESTOP SYSTEMS - THE 'F' AND 'T' RATINGS WILL VARY, SEE TABLE BELOW. TYPE OF MAX. PIPE ANNULAR PACKING TREMCO FILL NIN. FILL MATERIAL F-RATING T-RATING PZ&_ DIAN. M SPACE, I, MATERIAL TYPE THICKNESS IN. H H PVC 1' 13/16' BACKER ROD WBM 1' 2 2 PVC 1-1/2' 0 to 1-1/8' MINERAL WOOL WBM 1' 2 0 CPVC 1-1/2' 1/4' to 7AV BACKER ROD FYRE-SHMD L/2' 1-1/2 1 CPVC 1-1/2' 1/4' to 7AY BACKER ROD WBM 1/2, 2 1-1/2 ® PACKING MATERIAL - (NOT SHOWN) - FOAM BACKER ROD OR MIN. 3-1/21 MINERAL WOO. INISU_ATMN. OCK 4.0 pcf.) FIRMLY PACKED INTO OPENING (SEE TABLE ABOVE). ® 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 WALL$ APPLY TREMstop WBM or FYRE-SHIELD TO BOTH SIDES OF WALL THE TREMCO PRODUCTS USED ABOVE HAVE BEEITHE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WITH THE FO.LOWINGI BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE ■ ASTM E814 (ULi479) STANDARD TEST METHOD 1479)PENETSTANDARD CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH TION FIRESTO�PING DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. U" CLASSIFIED 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FU2 3735 GREEN ROAD SINGLE METAL PIPE THROUGH ATE FLOORS OR BLOCK BEACHIWOOA, OHIO 44UM F-RATING = 2 Hours PRODUCTS SHOWN ARE BY TREMCO, 3M EQUIVALENT T-RATING = 0 Hours WALLS USING FYRE-SHIELD, MAY BE USED UPON APPROVED SUBMITTALS. - L P. 5. 2. O PRE -RATED CONCRETE FLOOR OR BLOCK WALLS = MIN. 4-1/2' THICKNESS, O METALLIC SLEEVE - (OPTIONAL) - NON, 13' (or smatter) SCH. 30 (or, heavier) STEEL PIPE CAST OR GROUTED INTO FLEW OR WALL ASSEMBLY. O STEEL PIPE - NON. 8' DIAN. (or smaller) SCH, 40 (or heavier) STEEL PIPE. THE ANNULAR SPACE SHALL. BE MIN. 1/2' to MAX. 3-1/21. O FOtIMING MATERIAL - (NOT SHOWN, OPTIONAL) - NON. V THICK PO_YUKTHA E BACKER ROD FIRMLY PACKED INTO THE OPENING AS A PERMANENT FORM, FYRE-SHIELD - MIN. 1/2' THICKNESS NF SEALANT APPLIED WITHIN ANNULUS, FLUSH WITH EITHER SURFACES O' THE FLOOR OR WALL ASSEMBLY. THE TREMCO PRODUCTS USED ABOVE HAVE THE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN � WITH THE FO.LOVINO BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE STANDARD ■ ASTM E814 (111479) STANDARD TEST METHOD CRITERIA' TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH GFM PENETRATION DIRECT OR CONSEQUENTIAL, RESULTING FROM USE O' THIS MATERIAL OR DESIGN. TRENCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL. FOUND TO � DEFECTIVE. UL CLASSIFIED SYSTEM 2 HOUR FIRE RATED THROUGH PENETRATION FDZEST13P FOR TREMCO 3735 GREEN ROAD SINGLE METAL PIPE THROUGH BEACHWOOD, OHO 44122 CONCRETE FLOORS OR BLOCK PRODUCTS SHOWN ARE BY TRENCO. 3M EQUIVALENT F-RATING = 2 hours WALLS USING TREMstop ACRYLIC. T-RATING = 0 hours MAY BE USED UPON APPROVED SUBMITTALS. L-RATING AT AMBIENT - LESS THAN 1 CFM/sgft. L-RATING AT 400 F - LESS THAN 1 CFM/su^ L 4. 4. a O 4. O PRE -RATED CONCRETE FLOOR OR BLOCK WALLS = MIN. 4-1/2' THICKNESS. THE AMNILAR SPACE RANGE SHALL BE MI, V to MAX. 7/8' FUR THIS FIRESTOP SYSTEM. O METALLIC PIPE > STEEL PIPE - 12' DIAM. (or smatter) SCH. 40 (or heavier) STEEL. > CONDUIT - NOM. 4' DIAH. (or smaller) STEEL COKOUIT, OR ENT, > COPPER PIPE - 3' DIAN. (or smaller) REGULAR (or heavier) COPPER. > CAST IRON PIPE - 12' DIM(x- smaller) CAST OR DUCTILE IRON. > COPPER TUBING - 3' DIAM. (or smaller) TYPE L (or heavier) COPPER. O PACKING MATERIAL - MIN. 4' THICKNESS OF MINERAL WOOL OCX 4.0 pcf.) INSULATION, FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. 4O TREMstop ACRYLIC - MIN, I/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 TREMCO PRODUCTS USED ABOVE HAVE BMITHE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WITH THE FOLLOWING BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE ■ ASTM E814 (1L1479) STANDARD TEST METHOD CRITERIA TRENCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH IM PENETRATION FIRESTOPPING DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TRENCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. UL F M I lit SYSTEM-.7 HOUR r. RATED - I r FI # CAJ 2074 PENETRATION FIRE" FOR 735 GREEN ROAD -C PIPE(PV � J r BEACHWOOD, 1 III 44122 •-.1 1♦ I I 10i7 1 F V�1 - 1 I V I • 1 © PRE -RATED CONCRETE 11- 1' WALL ASSEMBLYIITHICKNESS PLASTIC PIPE - e DIAN. (or matter) SICK 40 PVC PIPE FOR E IN CLOSED OR VENTED PIPING a . r. © TREMstop - STRIM TIGHTLY WRAPPED 4 TIMESAROUND PIPE (DTREMstop MCR STEEL RESTRICTING COLLAR MECHANICALLYE1 TO CONCRETE r.AFYRE-SIL or TRENstopF' r II THICK 171 COLLAR/PIPE, �\\7YYYY COLLAR/CONCRETE.AND 1" 1 F'. 1 a'r F IN NOTE, IN WALL& APPLY TREMstw WS/MCR DEVICE TO BOTH SIDES OF WALL -.a MI ".111 A`.71 :•1 :•a7 :•1 1 vF' I:•il MV7 I::aa al II �1 ( FMI,' 1 F 1 1 1 43ZT14 v�l 1 :•1 - II I'' 71 a'. 1,'. M EIA4 0-IL47W u, a TEST ALWAUI ai. a MI v l 1 r be 7' I.- I r PIPE PENETRATION NOTES 1-ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. 2-PROVIDE UL APPROVED FIRE STOPS FOR ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. ALL PIPE PENETRATIONS SHALL BE SEALED TO PREVENT SMOKE PASSAGE. 3-THIS DETAIL SHOWS TREMCO FIRESTOP, INSTALL OTHER BRANDS PER THEIR LISTED INSTALLATION INSTRUCTIONS. TOP CHORD OF BAR JOIST 10070 F0010, f� \' GENERAL COMPUTER \� \ POWER POWER \\ 4" x 4" x 2-1/8" BOXES � TYPfG�41� JUNCTION BOX CxROUf INCH E J �71rt'tLE 3/4 II e 1'- /71 II PENETRATION POINTS FOR CONDUIT FROM SIGN TO JUNCTION BOXES. 10 -1 s SIGN RACEWAY 1/2" FIXTURE CONDUIT FROM i € N I I F- -\ F- (- J.B. TO J.B. SHALL BE ROUTED SIGN RACEWAY 1 ( C) I C) INSIDE METAL STUD WALL. I (TYPICAL) := - N_ L L J J L L J 1 /2" FIXTURE CONDUIT FROM JUNCTION BOX TO -� JUNCTION BOX SHALL BE F SIGN RACEWAY J �.RUN INSIDE OF METAL 4'x4"x2-1/8" JUNCTION i •; � `� �- � � ( � �L-1 �1 i � � � - � ti __ N = v STUD WALL. (TYPICAL) BOXES LOCATED ON INSIDE OF I00 METAL STUD WALL AT ' c�I -I LOCATIONS SHOWN. TYPIC �' -- ( �-' L_�-_l LJLJLJ L L-� LJ � FOR 3) SIGN RACEWAY m 7 1 J SLB-CIRCUIT F -1- I _ N \ / f r NOTE 4 4'x4'°x2-1/8" JUNCTION BOX - I i Q 4%4'x2-1/8" JUNCTION LOCATED ON INTERIOR OF � N - / BOX LOCATED ON INTERIOR LUMBER CANOPY WALL AT 23'-2" �' L -I L st �L. J L r� OF LUMBER CANOPY WALL A.F.F. TO BOTTOM OF BOX. I =1 AT 23'-2" A.F.F. TO (3) 4" x4" x2-1 /8" JUNCTION BOXES BOTTOM OF BOX. LOCATED ON INSIDE OF METAL STUD I1- WALL AT SIGN CONDUIT I� PENETRATIONS AS SHOWN. FLEXIBLE WHIPS FROM INDIVIDUAL LETTERS INTO JUNCTION BOXES INSIDE METAL STUD WALL. (TYPICAL PENETRATION POINTS FOR CONDUIT s FOR 16) 7 FROM SIGN TO JUNCTION BOXES. 1 ` 1 I vF-1F- 1/2" FIXTURE CONDUIT FROM i I m `y € y `V 1 I L) J.B. TO J.B. SHALL BE ROUTED L i � ram_ ��� � J J L J INSIDE METAL STUD WALL. ! =- 1/2" FIXTURE CONDUIT (TYPICAL) I Imo;;. ;-i` N I 1 r f_ _ �- FROM JUNCTION BOX TO --=- `� - I I 1 I I I v I I 1 I I I D JUNCTION BOX SHALL BE � I ~..`` `4 `v "I I L � v I ti /1 I I D I`'' � I RUN INSIDE OF METAL 4 x4 x2-1/8 JUNCTION I I._ _.'_ STUD WALL. TYPICAL BOXES LOCATED ON INSIDE OF L L�.� L_ - � L J LJ L � L � �� � (TYPICAL) 'METAL STUD WALL AT LOCATIONS SHOWN. (TYPICAL i;'� _ V % J SLB-CIRCUIT FOR 9) i ' I �- N _ \ f I- 0) NOTE 4 >I / Q\ I D I 4%4 x2-1/8 JUNCTION " BOX LOCATED ON INTERIOR 4 x4 x2-1/8 JUNCTION BOX LOCATED ON INTERIOR OF ' i -. � s2 �L J� OF LUMBER CANOPY WALL LUMBER CANOPY WALL AT 23'-2" 111j - AT 23'-2" A.F.F. TO A.F.F. TO BOTTOM OF BOX. _-•y " " '� BOTTOM OF BOX. (8) 4 x4 x2-1/8 JUNCTION BOXES LOCATED ON INSIDE OF METAL STUD WALL AT SIGN CONDUIT i� PENETRATIONS AS SHOWN. ''INED00 LU E �A '' SIGN UJI IN [DETAIL Eg SCALE 3/811 = 1 N _/1111 LwErr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 ! REVISIONS PRE -BID SET POST BID SET ISSUE DATE ® ISSUE DATE DATE DESCRIPTION r 4 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHO, 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 03/14/02 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. Z(j)A ®wW ®chO � rF.Ly W ® W Z ZZu 10 �wz 1 1 0 0 00 1 b oo`J �O00 0 cd M i • i Z 00 N LID Q Z N � 00 l ® j' m LID CO z 0 W0 r�TT1� cn > c� C6 40 00 Lr) 1'r"1 M ! ! z m z cl O w Y U w U ® m � z Z O� "J u- U_ O N LL ti ® o ® o 0 p! _j - Lj- ® o 0 U < W Z U ww w U) cU) 02 ! i ORIGINAL ISSUE DATE: 3/14/02 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-9 VII EL09 03.15.02 I I I 1 UPS CONTROLLER (RIBBON CABLE) THIS SIDE FACTORY WIRING Z z Z 0- 0- CL Z Z a- a_ J J J J J rn rn rn m m m rn rn m m cn J w ir z O a o Ln q w a Q z LLI m m m Illm m m m Y w z Li U = w Q W Im � 0 o CABLE #4 FROM (TBC) FIREPUMP CONTACTS FIRE FIRE PUMP PUMP A-T- S CONT. 81 82 99A 2 AA o m HW- o LU 3r ry N N N N rn cn cD �n N : I I m rl) � J m m Y Q m O O GENERATOR TERMINAL STRIP (TS3) THIS SIDE FACTORY WIRING z J 0 O 0 w w co o-Y :2 W D.. Y CL m Q Q z z w I- (n w Qf � z ~ w m Z � C9 C9 B W YYQ (n (n Q �_ J Q J w O (.D 0 w W = O Q Q 1n U O Z u- = m Z m H- H- w w = f- 3 z � a_ w w w o 0 0= o z o o O � Q c� z z � O Z w Z w Z w Z w Z w Z w Z w Z w Z w Z W O O W W U V O U O U 0 0 0 0 0 cD �I®I©I[I!I©I0101 : IDlmi I iRi11�IV1�31m1®I N O r M m m r 00 LLJ 0 U Fm- DO m DO F- 1- DO F-H DO 02 cc U In U m U I-- U F-- H- U m N N Y W z LdLIJ W U Y U U Y U m Y V W 2 W 1--ON Q J _ 3.(Ifm � W z J m p m Z m 3:_ Y Z Z W O z m O = W W 0 z W J U a w O O U O m DO ? J W CABLE #3 ry a 1 FROM (TBC) 1 FIREPUMPTO CONTROLLER FIRE 70 PUMP A-T-S 71 150 ATS TERMINAL STRIP (TS2) THIS SIDE FACTORY WIRING J ui ow Q w w 1n m 0 O w J < U U Z C? O O V) OZ Q w U i- O ..(/7 O —U O w i¢ —Z z ..Z Z V U (3-0 V) J .Z.i W V V 10- W z C�0 c�� W FF- ¢�= mom= 00 z my �V) 3: -t co� w 0 ON - 04 N N N N J I I I I I I I J U U U U U U U m m m m m m m Z V Y x U W a- w Y n w o U w I_- U m z :D3:m o m O � O U CABLE #2 FROM (TBC) 600 ATS TERMINAL STRIP (TS 1) THIS SIDE FACTORY WIRING J Q Q vi .. w Oo Lu Q w �N w0 O Q Ir 00 J Q U Z O U LJ (n O } Z WIQ- of (n O �-. U O w �-. Z ZO �. Z Z U U O O H m J �� �w z= =v �) w "mow z z 5 00 Do z CDC Do w Qom= m�= v 3 � v� w O N O M cD W J I -1I I I I I I U U V U U U U m m m m m m m Z Y w V W U 1— m w O Z z _ L j z Q J m CD ly-O m O � O U THESE TERMINAL STRIPS SHALL BE INSTALLED AT THE FACTORY ON EVERY TRANSFER SWITCH AND GENERATOR SUPPLIED. THE TERMINALS SHALL BE WIRED ON THE FACTORY SIDE BY THE SUPPLIER PRIOR TO SHIPPING THE GENERATOR AND TRANSFER SWITCHES TO THE JOB SITE, CABLE #1 FROM (TBC) CABLE #1 BELDON 8623 CABLE #2 BELDON 8623 CABLE #3 BELDON 8623 CABLE #4 BELDON 8623 SAVVY/ N OVAR GEN GENERATOR MONITORING CONTROLLER TERMINAL STRIP (TBC) FACTORY WIRED #12 RED I IrA I IGEN. CONT. TBC FROM PANEL CP �, w.12 WHITE GEN. CONT. TBe TO TBC 12 GREENtNk4N=� GEN. CONT. TBC SPARES TS1-3 BLACK TS1-7 WHITE/BLACK TS1-1 WHITE TS1-16 RED CABLE 1 - GREEN TS1-13 _ TO "TS1" 600 ATS TS1-19.- ORANGE TS1-20 BLUE SPARE TS2-3 BLACK TS2-7 WHITE/BLACK WHI TS2-1 WHITE CABLE #2 TS2-16 RED _ TO "TS2" 150 ATS TS2-13 - GREEN TS2-19 - ORANGE TS2-20 BLUE TS3-1 BLACK . TS3-2 WHITE TS3-3 RED TS3-4 GREEN TS3-5 -_ ORANGE CABLE #3 TS3-6 -- BLUE WHITE/BLACK TS3-7 TO "TS3" GENERATOR RED/BLACK TS3-8 GREEN/BLACK TS3-9 TS3-10 ORANGE/BLACK TS3-11 -BLUE/BLACK TS3-12 BLACK/WHITE TS3-13 -- RED/WHITE GREEN/WHITE CABLE #4 UPS RIBBON CABLE (PURPLE) --m BLAC �� TO UPS" UPS RIBBON CABLE (RED) - WHITI RIBBON CABLE UPS RIBBON CABLE (GREEN) —RED UPS RIBBON CABLE (YELLOW) GREE UPS RIBBON CABLE (WHITE) ORAN BELDON CABLE #8623 #COND. 15 AWG 16 STRANDED 19X30) TYPE TC-TINNED COPPER INSULATION PVC -POLYVINYL CHLORIDE "TBC" THIS TERMINAL STRIP IS FOR THE OWNER'S MONITORING OF J CIKET PVC-POLYVINYLDCDHLORIDE FACTORY WIRING. THE GENERATOR EQUIPMENT. IT IS THE RESPONSIBILITY OF THE SUPPLIER TO PROVIDE THE REDUNDANT SELF -DIAGNOSTIC #COND. COLOR #COND. COLOR AND SAFETY MONITORING IN ADDITION TO THE POINTS THAT 1—BLACK 9—GREEN/BLACK CONTRACTOR FIELD WIRING. THE OWNER HAS SPECIFIED ON THIS DRAWING. 2 WHITE 10-ORANGE/BLACK 3—RED 1 1—BLUE/BLACK 4—GREEN 12—BLACK/WHITE --- SIGNAL DIRECTION THE FIELD -WIRED CONTACTORS OF THE FIRE PUMP CONTROLLER 5 ORANGE 13 RED/WHITE AND TRANSFER SWITCH WILL BE TO THE CONTACTS AS SHOWN 6 BLUE 14—GREEN/WHITE S.G.C. SWITCHGEAR CABINET HERE FOR THE FIRETROL CONTROLLER. WHENEVER A FIRE 7-WHITE/BLACK 15—BLUE/WHITE PUMP IS REQUIRED. 8—RED/BLACK SPARE SPARE SPARE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 FROM GEN. CONTROLLER TO "TBC" SPARES FACTORY WIRED FROM GEN. CONTROLLER TO "TBC' COMMON #1 EMERGENCY SOURCE AVAIL. NORMAL UTILITY SOURCE AVAIL. - 600A XFER SWITCH "EMERG" POS- 600A XFER SWITCH "NORMAL" POS: SPARE - COMMON #2 -"ELS' EMERGENCY SOURCE AVAIL. -n-n-"ELS' NORMAL SOURCE AVAIL. --w.�!ELS' XFER SWITCH "EMERG' POS. -mXFER SWITCH "NORMAL" POS. FACTORY INSTALLED JUMPERS RELAY GR1 REMOTE TEST CONTACT FACTORY INSTALLED IN S.G.C. #1 ENGINE START SIGNAL TO GEN. -. COMMON #3 GEN. OVERSPEED GEN. OVERCRANK - GEN. HIGH H2O TEMP. GEN. LOW OIL PRESSURE GEN. NOT IN AUTO MODE GEN. LOW FUEL LEVEL - GEN. LOW H2O TEMP. GEN. LOW BATTERY e GEN. RUNNING -- GEN. RUPTURED TANK - 600 AMP BREAKER POSITION v COMMON #4 "UPS" NORMAL - "UPS' FAILURE "UPS" BY PASS "UPS" BATTERY LOSS SPARE SPARE SPARE GENERATOR/TRANSFER—SWITCH/UPS CONTROL AND MONITORING KEY PLAN (TS 1) (CABLE #1) 600 AMP XFER SWITCH (TS2) "(CABLE 150 AMP XFER SWITCH (CABLE # BELDON 15 CONDUCTOR CABLE #8623 EACH NO SUBSTITUTES (CABLE #4) BELDON 15 CONDUCTOR CABLE #8623 EACH NO SUBSTITUTES POWERBOX SOLUTIONS EXECUTIVE CONTROLLER CABINET .......0—i.......: it • • • • • • • • • • • � • GEN. CONTROLLER FACTORY WIRED TO TBC BC FACTORY WIRED TO GEN, CONTROLLER ABSOLUTELY NO SUBSTITUTIONS ALLOWED ON 15 CONDUCTOR BELDON CABLE #8623. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING CABLE THAT DOES NOT MEET THIS SPECIFICATION LowWso� HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS • PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 M15102 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 • • Z �oww q I F" 't 6 x � C%i w d aNeto r�wa m,m U wZ0 04 zoo b6� w z x • 1 BEN - 5E T CONTROL WIINS 5C�4SAT I C .. N � d 40 Z co 1SCALE NTS .0� H o c6 EMERGENCY STAND—BY GENERATOR C. A 2-POSITION MUSHROOM TYPE STOP SWITCH TO PROVIDE AN OBVIOUS MEANS FOR IMMEDIATE SHUT DOWN OF THE ENGINE. V w m D. ENGINE DATA TO INCLUDE. 1)OIL PRESSURE, 2)COOLANT TEMPERATURE, 3)COOLANT LEVEL, 4)DC BATTERY VOLTS, 5)ENGINE SPEED RPM'S, J SPECIFICATIONS AND INSTALLATION GUIDELINES 6) TOTAL ENGINE RUN-TIME. W co E. ALTERNATOR DATA TO INCLUDE: 1)AC VOLTAGE BOTH LINE -TO -LINE AND LINE -TO -NEUTRAL, 2)AC CURRENT IN AMPS, 3)AC KILOWATTS, 1. THE ELECTRICAL SUB -CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND WORKING DIESEL POWERED GENERATOR SET (GEN-SET) THAT IS 4)AC KILOWATT-HOURS, 5)AC FREQUENCY IN HERTZ. r Z RATED 350-KW STANDBY (437-KVA @80% PF), 277Y/480-VOLTS, 30, 60 HERTZ AND SHALL TAKE DELIVERY, UNLOAD, STORE AS REQUIRED, AND SET F. ADJUSTABLE SETTINGS SHALL INCLUDE: 1)VOLTAGE, 2)FREQUENCY, 3)TIME DELAY START 0-60 SECONDS, 4)TIME DELAY STOP 0-10 MINUTES. U INTO PLACE ALL GENERATOR COMPONENTS. THE FUEL TANK SHALL BE SET ON THE CONCRETE BASE AND THE GEN SET WILL BE SECURELY FASTENED 2. THE FOLLOWING CONDITIONS SHALL INDICATE A SUPERVISORY ALARM CONDITION AND INDICATE AN LED SIGNAL: p TO THE ABOVE GROUND BASE MOUNTED TANK USING SPRING TYPE VIBRATION ISOLATORS SUPPLIED WITH THE GEN SET. THE ELECTRICAL A. PRE -LOW OIL PRESSURE SUB -CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, AND ACCESSORIES TO COMPLETELY WIRE THE GEN-SET TO THE GEN-SET SUPPLIED B. PRE -HIGH COOLANT TEMPERATURE C w ~ TRANSFER SWITCHES ACCORDING TO ALL WIRING DIAGRAMS OF THE MANUFACTURER AND THE REQUIREMENTS IN THESE DRAWINGS. ALL GROUNDING C. LOW COOLANT LEVEL FIRE E PUMP AND GEN—SET OPERATION SEQUENCE � o SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS IN THESE DRAWINGS AND AS REQUIRED FOR THE 3-POLE OVERLAPPING NEUTRAL (4-POLE) D. LOW FUEL TRANSFER SWITCHES. THE STORE WILL UTILIZE A 350 KW 437 KVA ® 80�PF GEN-SET WITH A 150 AMPERE CIRCUIT BREAKER AND A 600 AMPERE CIRCUIT BREAKER SERVING A 150 F- O ' E. WEAK DC CRANKING BATTERY AMPS / F. BATTERY CHARGER MALFUNCTION AMPERE EMERGENCY LIGHTING PANEL. "ELS" AND A 600 AMPERE OPTIONAL STAND-BY POWER PANEL "MDPB." PANEL "ELT IS NORMALLY SERVED BY THE LOCAL ~ QnQ d 2. IT IS INTENDED THAT THE GENERATOR COME ON LINE AND SUPPLY THE REQUIRED EMERGENCY "ELT POWER THROUGH THE 150-AMP TRANSFER POWER COMPANY SERVICE THROUGH PANEL "LP1A" AND A 150 AMPERE AUTOMATIC TRANSFER SWITCH. PANEL "MDPB" IS NORMALLY SERVED BY THE LOCAL POWER w co SWITCH WITHIN 10 SECONDS OR LESS AND SHALL COMPLY WITH ALL REQUIREMENTS OF NEC ARTICLE 700. THE SUB -CONTRACTOR SHALL PROVIDE AND 3. THE FOLLOWING CONDITIONS SHALL INDICATE A SERIOUS FAULT ALARM, INDICATE AN LED SIGNAL, AND SHUT DOWN THE GEN-SET: Oo Lo INSTALL A SIGN, SUITABLE FOR OUTDOOR USE, AT THE SERVICE ENTRANCE INDICATING THE TYPE AND LOCATION OF THE ON -SITE EMERGENCY POWER A. LOW OIL PRESSURE COMPANY THROUGH THE MDPA AND A 600 AMPERE AUTOMATIC TRANSFER SWITCH. BOTH 'ELS AND "MDPB AUTOMATIC TRANSFER SWITCHES ARE LOCATED IN 40 N CD SOURCES (REFERENCE NEC ARTICLE 700-8.) ADDITIONALLY, THE GEN-SET SHALL BE CAPABLE OF DELIVERING POWER TO THE "OPTIONAL" STAND-BY B. HIGH COOLANT TEMPERATURE C. OVER -SPEED LOADS WITHIN 60 SECONDS THROUGH THE 600-AMP TRANSFER SWITCH. D. OVER -CRANK 3. THE ELECTRICAL SUB -CONTRACTOR SHALL COORDINATE THE INITIAL CHECK-OUT, STARTUP, AND TESTING WITH THE APPROVED GEN-SET E. HIGH AC VOLTAGE MANUFACTURER'S REPRESENTATIVE. THE ELECTRICAL SUB -CONTRACTOR SHALL SUPPLY TO THE OWNER A COMPLETE SET OF OPERATING INSTRUCTIONS F. LOW AC VOLTAGE INCLUDING TROUBLESHOOTING GUIDELINES, SPARE PARTS DATA, FINAL TEST CERTIFICATES, AND WARRANTY CERTIFICATES. G. UNDER/OVER FREQUENCY 4. FACTORY PROVIDED REMOTE ANNUNCIATOR. ELECTRICAL ROOM #1. PANEL "ELT IS LOCATED IN ELECTRIC ROOM #2 AND PANEL "MDPA" IS LOCATED IN ELECTRIC ROOM #1. ALL "ELT EQUIPMENT IS LOCATED IN A 2-HOUR FIRE RATED ENCLOSURE. w U co IN THE EVENT OF POWER FAILURE THE GEN-SET STARTS AND IS CAPABLE OF CARRYING THE EMERGENCY LIFE SAFETY LOADS (PANEL "ELT) WITHIN 10 SECONDS. • r UPON LOSS OF UTILITY POWER THE PANEL "ELT A.T.S. SWAPS OVER TO THE GEN-SET AND PICKS UP THE CONNECTED LOADS. PANEL "MDPB" A.T.S. SWAPS OVER TO THE GEN-SET WITHIN 60 SECONDS OF POWER FAILURE THEREBY PICKING UP THE OPTIONAL STAND-BY LOADS. z 9 " " " 4. THE ENTIRE GEN-SET ASSEMBLY INCLUDING BASE MOUNTED TANK AND TRANSFER SWITCHES SHALL BE WARRANTIED AGAINST DEFECTS IN MATERIAL THE GEN-SET WILL NOT START THE FIRE PUMP WITH PANEL MDPB ESTIMATED LOADS CONNECTED. GEN-SET MUST BE RELIEVED OF PANEL MDPB LOADS PRIOR m AND WORKMANSHIP FOR 5 YEARS FROM DATE OF ACCEPTANCE INCLUDING ALL PARTS AND LABOR. MONITORING EQUIPMENT REQUIREMENTS TO STARTING FIRE PUMP. PANEL "ELT LOADS SHALL NOT BE INTERRUPTED. IN THE EVENT A POWER FAILURE HAS OCCURRED AND THE STORE IS OPERATING ON "ELS' "MDPB" (D 0 THE GEN-SET POWER SOURCE (SERVING PANELS AND VIA THEIR RESPECTIVE A.T.S.'S) AND THE FIRE PUMP CONTROLLER RECEIVES A SIGNAL TO Z U 5. THE GEN-SET SHALL BE INSTALLED COMPLETE INCLUDING ALL OF THE FOLLOWING ITEMS: 1. THE GEN-SET SHALL BE PROVIDED WITH A FACTORY -INSTALLED TERMINAL STRIP (TS3 THIS SHEET) LOCATED IN THE CONTROL PANEL COMPARTMENT START THE FIRE PUMP, THE FOLLOWING SEQUENCE OCCURS: w A. WEATHERPROOF ENCLOSURE WITH FACTORY -INSTALLED HINGED, LOCKABLE DOORS OF THE GEN-SET FOR THE OWNER'S MONITORING EQUIPMENT WIRING. THE MONITORING PO POINT CONTACTORS SHOWN ON THIS SHEET FOR TS3 SHALL BE - THE FIRE PUMP CONTROLLER SHUNT -TRIPS PANEL "MDPB" 600 AMPERE BREAKER, U B. 1,500 GALLON, DOUBLE -WALLED DIESEL FUEL TANK, UL 142 LABELED WITH INTERSTITIAL RUPTURE SENSOR, PRE -OVERFILL AND OVERFILL FACTORY -WIRED AND NUMBERED AS INDICATED WITHOUT EXCEPTION. THE ELECTRICAL SUB CONTRACTOR SHALL PROVIDE, INSTALL, AND TERMINATE ALL LOCATED AT GEN-SET, AND RELIEVES THE GEN-SET OF THE OPTIONAL STAND-BY LOADS. ALARMS, AND LOW FUEL ALARM. THE FUEL TANK SHALL HAVE MAXIMUM DIMENSIONS OF 82" WIDE BY 196" LONG. THE TANK SHALL BE INTERFACE WIRING BETWEEN TRANSFER SWITCHES AND GENERATOR INCLUDING THE FIRE PUMP ATS AND CONTROLLER WHEN A FIRE PUMP IS REQUIRED. ( ) (SEE "FIRE PUMP CONTACTS" IN DETAIL 1-E10, "GEN-SET CONTROL WIRING SCHEMATIC") FILLED INITIALLY AT THE EXPENSE OF THE ELECTRICAL SUB -CONTRACTOR AND SHALL BE REFILLED AT SAME EXPENSE AND PROVIDED WITH SILENCER SHALL BE INSTALLED BY THE SUB 60"AFF THE MAIN ELECTRICAL ROOM DOOR AS - THE FIRE PUMP AUTOMATIC TRANSFER SWITCH WILL THEN SWAP FROM THE NORMAL J Q FULL TO OWNER AT KEY TURNOVER. A REMOTE ANNUNCIATOR ELECTRICAL -CONTRACTOR AT UTILITY FEED TO THE GEN-SET FEED. THE FIRE PUMP CONTROLLER WILL THEN START THE INDICATED ON SHEET E-7. O co C. FUEL/WATER SEPARATOR FIRE PUMP AS REQUIRED. oe z 2. SIGNALS REQUIRED BY THE GENERATOR: - THE GEN-SET WILL SERVE EMERGENCY LIGHTING LOADS (PANEL "ELS') D. 8 CRITICAL GRADE EXHAUST SILENCER WITH FLEXIBLE CONNECTIONE. LOW FUEL IN TANK 150-AMP 3-POLE WITH OVERLAPPING NEUTRAL ), _VOLT, 65 KAIC, OPEN TRANSITION TRANSFER SWITCH. F. �1) 600-AMP 3-POLE WITH OVERLAPPING NEUTRAL (4-POLE1) 480-VOLT, 65 KAIC, OPEN TRANSITION TRANSFER SWITCH. FUEL TANK RUPTURED G. 24-VDC, 10-AMP BATTERY CHARGER SWITCH NOT IN "AUTO" H. 7-DAY PROGRAMMABLE EXCERCISER CLOCK HIGH ENGINE TEMPERATURE I. ELECTRIC JACKET WATER HEATER, 208-V, 10, SIZED BY SUPPLIER FOR THE CLIMATE WHERE GEN-SET WILL BE INSTALLED. LOW OIL PRESSURE J. 24-VOLT LEAD ACID BATTERIES (MINIMUM 650 CCA) WITH RACK AND CABLES. LOW ENGINE TEMPERATURE K SPRING -TYPE VIBRATION ISOLATORS TO MOUNT GEN-SET TO BASE TANK LOW COOLANT LEVEL AND THE FIRE PUMP UNTIL DEVICES ARE MANUALLY RE -SET. REFERENCES TO CONNECTING THE FIRE PUMP TO THE GEN-SET IS DIAGRAMMATIC ONLY. EXACT CONDUCTOR SIZE, CONDUIT SIZE, COMBINATION FIRE PUMP z O V L.L ® O —1 I.1- N CONTROLLER/A.T.S. IS DEPENDENT ON THE FIRE PUMP SIZE. THE SPRINKLER SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL (� o EQUIPMENT ASSOCIATED WITH THE SPRINKLER SYSTEM. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL SHUNT TRIP CONTROL WIRING BETWEEN PANEL �-- O Q O "MDPB" 600-AMP SHUNT TRIP BREAKER, LOCATED AT GEN-SET, AND FIRE PUMP CONTROLLER/A.T.S. ELECTRICAL CONTRACTOR SHALL ALSO INSTALL CONDUITS W Q ® � u) BETWEEN SPRINKLER ROOM AND FIRE PUMP PULL SECTION IN ELECTRICAL ROOM 1 AND CONDUITS BETWEEN SPRINKLER ROOM AND GEN-SET, SEE SHEET E-4 - LL O O OVERSPEED AND E-12 THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR PROVIDING PUMP HORSEPOWER INFORMATION TO THE ELECTRICAL CONTRACTOR IF THE PUMP U) W ° L. ALL FLUIDS INCLUDING INITIAL FILL OF 1500 GALLONS (NOMINAL) OF #2 FUEL. M. GEN-SET SHALL BE SUPPLIED WITH 2 CIRCUIT BREAKERS AND A FIRE PUMP MAIN LUG KIT AS FOLLOWS: 1. 150-AMP CIRCUIT BREAKER RATED FOR GEN-SET SHORT CIRCUIT RATING, EMY STOP EMERERGGENCENC 2. 600-AMP CIRCUIT BREAKER RATED FOR GEN-SET SHORT CIRCUIT RATING AND PROVIDED WITH A 120-VOLT SHUNT TRIP COIL AND COMMON ALARMS FOR ABOVE ONE SET OF AUXILIARY CONTACTS FOR MONITORING BREAKER POSITION. 3. SIGNALS REQUIRED BY THE TRANSFER SWITCHES: 3. MAIN LUG TERMINALS FOR DIRECT CONNECTION OF FIRE PUMP SUPPLY CONDUCTORS. ATS IN NORMAL POSITION ATS IN EMERGENCY POSITION NORMAL POWER AVAILABLE ELECTRICAL FEEDER SIZE IS NOT INDICATED ON SHEET E-12 THEN THE ELECTRICAL SUB -CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL ENGINEER FOR Z W Z zz THE SIZE OF THE FEEDERS TO THE FIRE PUMP. THE ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL 480V WIRING ASSOCIATED WITH THE FIRE W O Q w PUMP AND JOCKEY PUMP. POWER SERVICE CONNECTION TO THE FIRE PUMP SHALL BE DIRECTLY CONNECTED TO THE FIRE PUMP LUGS LOCATED ON THE V �/1 3 VERTICAL BUS OF THE UTILITY PULL SECTION AND THE GENERATOR BUS. (� vJcn GEN-SET LUG OR BUSS KITS, THE 150A CB, AND THE 600A CB SHALL BE FURNISHED BY THE GENERATOR MANUFACTURER AS PART OF THE GENERATOR ORIGINAL SPECIFICATIONS. THE ELECTRICAL SUB -CONTRACTOR SHALL VERIFY THAT THE 600-AMP BREAKER FOR PANEL "MDPB" LOCATED AT THE GEN-SET IS SUPPLIED AS ISSUE DATE: 4/15/02 EMERGENCY POWER AVAILABLE A SHUNT -TRIP TYPE AND THAT IT HAS THE REQUIRED AUXILIARY CONTACT FOR MONITORING BREAKER POSITION. PERMIT SET CONTROLLER SPECIFICATION MINIMUM REQUIREMENTS AUTOMATIC TRANSFER SWITCHES: ISSUE DATE: 4/15/02 3. CONTROL TERMINALS REQUIRED: THE ELECTRICAL SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING THE POWER WIRING TO THE FIRE PUMP CONTROLLER, IF A FIRE 1. THE CONTROL CABINET SHALL BE MOUNTED IN THE GENERATOR AND SHALL BE A FULLY-GASKETED MOISTURE, DUST, AND OIL -TIGHT ENCLOSURE THE 150-AMP AND 600-AMP TRANSFER SWITCHES WILL BE PROVIDED AS PART PUMP IS REQUIRED AND INSTALLED. CONSTRUCTION SET DESIGNED TO TOLERATE THE GEN-SET VIBRATION AND OPERATING CLIMATE CONDITIONS, A LIGHTED CONTROL AND MONITORING PANEL SHALL BE REMOTE START -STOP OF THE GENERATOR PACKAGE. THESE ITEMS WILL SHIP LOOSE AND THE ISSUE DATE: PROVIDED IN THE CABINET TO SUPERVISE, MONITOR, AND CONTROL ALL PERFORMANCE, OPERATING, AND OUTPUT PARAMETERS INCLUDING BUT NOT REMOTE RESET FOR STARTING ELECTRICAL CONTRACTOR SHALL TAKE DELIVERY, UNLOAD, STORE AS REQUIRED DRAWING NUMBER: LIMITED TO THE FOLLOWING: REMOTE TRANSFER/RETRANSFER AND INSTALL THESE COMPONENTS ACCORDING TO THE REQUIREMENTS IN THESE A. ELECTRONIC ISOCHRONOUS GOVERNOR FOR MOTOR SPEED CONTROL (KOHLER DEC B. RUN -OFF -AUTO SWITCH (WITH FLASHING RED INDICATOR WHEN SWITCH IS IN THE 340) "OFF" POSITION) CRANKING BATTERY POSITIVE CRANKING BATTERY NEGATIVE DRAWINGS, ALL POWER AND CONTROL WIRING FOR THE ATS'S SHALL BE FURNISHED, INSTALLED, AND TERMINATED BY THE ELECTRICAL SUB -CONTRACTOR E-1 o ACCORDING TO THE INFORMATION PROVIDED IN THESE DRAWINGS. VII EL10 03.01.02 Y Y Y Y it Y Y Y ii Y Y Y • • ALL WIRING FROM TERMINAL STRIPS TO LOADS CONTROLLED BY THE BUILDING MANAGEMENT SYSTEM SHALL BE INSTALLED BY THE ELECTRICAL SUB -CONTRACTOR. LowEmr HOME CENTERS, INC. I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P.O. BOX 1111 N. WILKESBORO, NC 28656 3 18-2 SHIELDED CABLE IN 1 /2" Eh BY ELECTRICAL SUB —CONTRACTOR ROOF -TOP HVAC UNITI TERMINAL STRIP IN HVAC UNIT r THESE THREE SENSORS TO BE MOUNTED BY MECH. SUB —CONTRACTOR ON UNIT NEAREST TO MAIN B.M.S. CONTROLLER USING MOUNTING BRACKETS PROVIDED. SENSORS ARE SUPPLIED WITH SWITCHGEAR/BUILDING MANAGEMENT SYSTEM EQUIPMENT PACKAGE. SENSORS WILL BE "HAND —CARRIED" TO THE JOB BY W. A. BROWN & SON'S TECHNICIAN AT THE TIME OF START—UP AND CHECK—OUT. OUTSIDE AIR HUMIDITY SENSOR (NOVAR) S OUTSIDE AIR TEMPERATURE SENSOR (NOVAR) INDOOR AIR TEMPERATURE LIGHT SENSOR (NOVAR) (ZONE) SENSOR — INSTALLED MOUNT EYE FACING NORTH BY MECHANICAL SUB— L T H CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB — ROOF —TOP HVAC UNIT I I I CONTRACTOR. I i I I I I I I I I I I I I I I i I ,TERMINAL STRIP IN HVAC UNIT I II i 18 2 SHIELDED CABLE IN 1 /2 EMT I ♦ / / ROOF -TOP HVAC UNIT TERMINAL STRIP IN •HVAC UNIT Ei I I I I .00 0.0 's ROOF —TOP HVAC UNIT TERMINAL STRIP IN HVAC UNIT I ♦ I / `-»--------------—/ 18-2 SHIELDED CABLE IN 1 /2" EMT BY ELECTRICAL SUB —CONTRACTOR. S INDOOR AIR TEMPERATURE (ZONE) SENSOR — INSTALLED BY MECHANICAL SUB— CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB— CONTRACTOR. ROOF —TOP HVAC UNIT TERMINAL STRIP IN HVAC UNIT I ROOF -TOP HVAC UNITI TERMINAL STRIP IN HVAC UNIT I / ROOF —TOP HVAC UNITI TERMINAL STRIP IN HVAC UNIT A I ` -- — — — — — — — — — — — — — / -a- — — — — — — — — — — — — 18-2 SHIELDED CABLE IN 1 /2" EMT 18-2 SHIELDED CABLE IN 1 /2" EMT BY ELECTRICAL SUB —CONTRACTOR. BY ELECTRICAL SUB —CONTRACTOR. S INDOOR AIR TEMPERATURE INDOOR AIR TEMPERATURE (ZONE) SENSOR — INSTALLED (ZONE) SENSOR — INSTALLED BY MECHANICAL SUB— BY MECHANICAL SUB— CONTRACTOR. CONTRACTOR. INDOOR AIR TEMPERATURE INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB— INSTALLED BY ELECTRICAL SUB— CONTRACTOR. CONTRACTOR. ROOF -TOP HVAC UNIT TERMINAL STRIP IN HVAC UNIT ROOF —TOP HVAC UNITI TERMINAL STRIP IN FIVAC UNIT I ^ I ROOF —TOP HVAC UNITI TERMINAL STRIP IN HVAC UNIT I � ♦ I / o----------------�/ 18-2 SHIELDED CABLE IN 1 /2" EMT BY ELECTRICAL SUB —CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR — INSTALLED BY MECHANICAL SUB— CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB— CONTRACTOR. ROOF —TOP HVAC UNIT) -TERMINAL STRIP IN HVAC UNIT s I I i 118-2 SHIELDED CABLE IN 1 /2" EMT I BY ELECTRICAL SUB —CONTRACTOR. i I I I I • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE � ISSUE DATE DATE I I DESCRIPTION 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 G4115102 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. • • • z 0 W 0 w �cu6o r�woau AT z O 660T R w�z� • • C LL I�1 cfl N 4Lo O ZN ® _ co H 006 I ! 0 m� i ALL WIRING FROM TERMINAL STRIPS TO LOADS CONTROLLED BY THE Y BUILDING MANAGEMENT SYSTEM SHALL BE INSTALLED BY THE J co cry V) cn 0 I SPARE ELECTRICAL SUB CONTRACTOR. _ _ o c>' Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i l l l l l l l l l l-----------� = FIELD WIRING o w o 0 0 = Ld 0Ld z n u.1 O � U c c cn � > w w NOTES : �-i � 0� � cQ Q U >< 1. THIS DRAWING IS FOR INFORMATION PURPOSES AND IS INTENDED TO SHOW THE ® N Lo EMERGENCY STOP SWITCH L r T = CONFIGURATION AND LAYOUT OF THE BUILDING MANAGEMENT SYSTEM. REFER TO THE T , � mij FOR HVAC UNITS. 3-POLE MECHANICAL AND OTHER ELECTRICAL SHEETS FOR THE EXACT LOCATION AND QUANTITY OF �T1 l ) } cy) CONTACTORS ITEMS AND EQUIPMENT REQUIRED TO INSTALL THE COMPLETE SYSTEM. m m OVERRIDE SWITCHES 2. ALL INDOOR AIR SENSORS ARE FURNISHED WITH THE HVAC EQUIPMENT AND SHALL BE • • LABEL "HVAC UNIT EMERGENCY w w w INSTALLED BY THE MECHANICAL SUB -CONTRACTOR. z STOP SWITCH — FOR FIRE Y Y Y DEPARTMENT USE ONLY' MAIN BUILDING MANAGEMENT 3. ALL COMMUNICATION 18/2 SHIELDED CABLE COMMUNICATION LINK WIRING SHALL BE jj SYSTEM CONTROLLER m m m INSTALLED AS A TRUE DAISY -CHAIN. ABSOLUTELY NO "STAR" OR "TEE' CONNECTIONS SHALL o OUTPUT o 0 o BE PERMITTED. ALL COMMUNICATION WIRING AND CONDUIT SHALL BE INSTALLED BY THE �" NOVAR"� ELECTRICAL SUB -CONTRACTOR FROM THE BUILDING MANAGEMENT SYSTEMS IN THE SWITCHGEAR Y RELAYS CABINETS AND FROM HVAC UNIT TO HVAC UNIT. w #1 4. THE MECHANICAL SUB —CONTRACTOR SHALL BE RESPONSIBLE FOR TERMINATING ALL U U BUILDING MANAGEMENT SYSTEM WIRING IN THE HVAC EQUIPMENT INCLUDING ALL SENSORS. #2 THE MANAGEMENTCAL SYSTEM WIRING IAIN T E SWITCSHALL HGEARSCABNETS FOR TERMINATING ALL BUILDING W 3 # FROM U) BRKRS W �- O #4 FROM Z W ® LL CN (MAIN CONTROLLER USUALLY LOCATED #5 BREAKERS EWI IN CABINET 1. SEE PLANS 1 FROM W ® ® o BREAKERS W W # 6 z (D W u_ O Z o Z 3: Z z Lu NOTE: CIRCUITS CONTROLLED BY THE BUILDING m V ) a MANAGEMENT SYSTEM ARE PRE -WIRED BY THE • • SWITCHGEAR SUPPLIER FROM THE BREAKER TO THE ORIGINAL g ® VOICE GRADE TELEPHONE LINE CONTACTOR AND FROM THE LOAD SIDE OF THE ISSUE DATE: 4/15/02 o TO COMPUTER AT HOME OFFICE. CONTACTOR TO THE TERMINAL STRIP LOCATED IN PERMIT SET � THE TOP OF THE S. THE ELECTRICAL 4/15/02 z O SUB -CONTRACTOR SHALL WIRE FROM THESE ISSUE DATE: CONSTRUCTION SET Q TERMINAL STRIPS TO ALL LOADS SUPPLIED BY TRANSDUCER THESE CIRCUITS. ISSUE DATE: z SWITCHGEAR CABINET — # 1 N T 5 "r5 DRAWING NUMBER: w ® Ell scALr= I�SII = il_�II E-1 1 U VII EL11 0�.01.02 • • • BY ELECTRICAL SUB —CONTRACTOR. J ♦///// I // a------------ / ----------------- INDOOR AIR TEMPERATURE / / 18-2 SHIELDED CABLE IN 1 /2" EMT (ZONE) SENSOR — INSTALLED I + �/ BY ELECTRICAL SUB —CONTRACTOR. BY MECHANICAL SUB— CONTRACTOR. INDOOR AIR TEMPERATURE INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING I I I I (ZONE) SENSOR — INSTALLED INSTALLED BY ELECTRICAL SUB— I I I I BY MECHANICAL SUB— CONTRACTOR. I I I I CONTRACTOR. INDOOR AIR TEMPERATURE 18-2 SHIELDED CABLES IN 3/4' EMT I I ( I (ZONE) SENSOR CONDUIT & WIRING BY ELECTRICAL SUB —CONTRACTOR. INSTALLED BY ELECTRICAL SUB— CONTRACTOR. � � s I 0 I ♦�---------- --- 18-2 SHIELDED CABLE IN 1 /2" EMT BY ELECTRICAL SUB —CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR — INSTALLED BY MECHANICAL SUB— CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB— CONTRACTOR. ♦�_-------- --- 18-2 SHIELDED CABLE IN 1 /2" EMT BY ELECTRICAL SUB —CONTRACTOR. 1 OS INDOOR AIR TEMPERATURE (ZONE) SENSOR — INSTALLED BY MECHANICAL SUB— CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB— CONTRACTOR. I / ---------------—/ 18-2 SHIELDED CABLE IN 1 /2" EMT BY ELECTRICAL SUB —CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR — INSTALLED BY MECHANICAL SUB— CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB— CONTRACTOR. ♦ I s I / 18-2 SHIELDED CABLE IN 1/2" EMTj BY ELECTRICAL SUB —CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR — INSTALLED BY MECHANICAL SUB— CONTRACTOR. INDOOR AIR TEMPERATURE (ZONE) SENSOR CONDUIT & WIRING INSTALLED BY ELECTRICAL SUB— CONTRACTOR. • e RTU#5 RTU#7 RTU#9 RTU#1 1 RTU#13 RTU#15 RTU#17 RTU#19 RTU#2 RTU#4 RTU#6 RTU#8 RTU#10 RTU#12 RTU#14 RTU#16 RTU#18 RTU#20 La � E • SALES SALES SALES SALES SALES SALES SALES RECVG VEST SALES SALES SALES SALES SALES SALES SALES SALES ELECT 1 25' 140' 150' .27 KAIC .10 KAIC 1.38 KAIC RTU#1 TELE/DATA RTU#3 OFFICE ERV#3 OFFICE 10 ELECTRICAL ROOM 2 -SECTION 2-2 ELECTRICAL ROOM 2 -SECTION 2-1 "RP2" 120/208V.,30 300 A. M.C.B 84 SPACE 1OK AIC FULLY RATED "RP3" 120/208V.,3¢ 100 A. M.L.O 42 SPACE 1OK AIC FULLY RATED BUILDING MANAGEMENT SYSTEM ISOLATED GROUND 25' BUS 3.62KAI0 "CP2" 120/208V.,1 0 100 A. M.L.O. 42 SPACE 1OK AIC FULLY RATED (4) #2, 1-1/2" CONDUIT "LP2A" "LP2B" "SLAP "SLY" 277/48OV.,30 277/48OV.,30 277/48OV.,30 277/48OV.,30 225 A. M.L.O.225 A. M.L.O.125 A. M.L.O. 125 A. M.L.O. 42 SPACE 42 SPACE 30 SPACE 30 SPACE 65K AIC 65K AIC 65K AIC 65K AIC FULLY RATED FULLY RATED FULLY RATED FULLY RATED 485' 480 485' 475' 6.49 KAIC 9.17 KAIC .97 KAIC 4.03KAIC LIGHTING PANEL LIGHTING PANEL SITE LIGHTING PANEL SITE LIGHTING PANEL BUSWAY #1, 100A, 120/208V,30,4W (SEE SHEET E-5) BUSWAY #2, 100A, 120/208V,30,4W (SEE SHEET E-5) BUSWAY #3, 100A, 120/208V,30,4W (SEE SHEET E-5) RECEIVING AREA „ BC" 277/48OV.,30 225 A. M.L.O. TELE/DATA ROOM NOTE: UPS PROVIDED BY LOWE'S AND LOCATED IN TELEPHONE/COMPUTER ROOM. SEE SHEETS E-7, E-8 AND E-10 FOR EXACT INSTALLATION D ETA[ LS. I I I I 4" x4" X2-1 /8" J.B. MOUNTED ® 30" A.F.F. SUPPLIED WITH GEAR PACKAGE BY MANUFACTURER-, UPS 6 6 9 9 " P1" "RP2" BUSWAY #4, 100A, 120/208V,30,4W (SEE SHEET E-5) 135' 420' 2.76KAIC 11 11 1.17 KAIC FLEX FLEX BUSWAY #5, 100A, 120/208V,30,4W (SEE SHEET E-5) MID 425' 1.16 KAIC FLEX FLEX BUSWAY 6, 100A, 12U 208V,30,4W / ( SEE SHEET• E-5 ) 465' �1.56KAIC11 11 1.07 KAIC FLEX 11 11 FLEX ELECTRICAL ROOM 1 - SECTION 1-2 "MDPB" 277/48OV.,30 600 A. M.L.O. 0 LP 1 B LP2B BC BW RP1 RP2 SLB SPACE 65K AIC FULLY RATED 8' 55.OKAIC MDP-B DISTRIBUTION PANEL "MDPB" ATS 600 AMPERE, 3-POLE, AUTO TRANSFER SWITCH WITH OVERLAPPING 100% RATED NEUTRAL, (4-POLE SWITCH) TRANSFER WITHIN 60 SECONDS. 25' 57.5KAIC RIBBON CABLE TO UPS UNIT FUSED DISCONNECTS FOR ROOFTOP UNITS AND ERV UN SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AN INTEGRAL PART OF THE UNIT. ALL WIRING FROM LOi SIDE OF THE DISCONNECT TO UNIT AND FROM PANELBC TO THE LINE SIDE OF THE DISCONNECT SHALL BE BY 1 ELECTRICAL CONTRACTOR. WIRING SHALL ENTER UNIT WI" CONFINES OF ROOF CURB. FUSE PER EQUIPMENT NAME CABLE #4 TO TS4 "ELS' PANEL LOCATED WITHIN 2 HR. FIRE RATED ROOM. " ELS' 277/48OV.,30 150 A. M.C.B 42 SPACE 65K AIC FULLY RATED 505' 3.64 KAIC ELS PANEL CABLE #1 TO TS1 CABLE #2 TO TS2 "ELS" EQUIPMENT LOCATED WITHIN 2 HR. FIRE RATED ROOM. " ELS" ATS 150 AMPERE, 3-POLE, AUTO TRANSFER SWITCH WITH OVERLAPPING 100% RATED NEUTRAL, (4-POLE SWITCH) "ELS' TRANSFER WITHIN DISCONNECT 10 SECONDS. 277/480 V.,30 200 AMPERE HEAVY DUTY 12' NEMA 3R 39.OKAIC 9 "LP1A' "HVAC1" "HVAC2" "CP1" 77/48OV.,30 277/48OV.,30, 277/48OV.,30, 120/208V.,10 25 A. M.L.O. 600 A. M.L.O. 600 A. M.L.O. 100 A. M.L.O. 42 SPACE 42 SPACE 42 SPACE 30 SPACE 65K AIC 65K AIC 65K AIC 1OK AIC FULLY RATED FULLY RATED FULLY RATED FULLY RATED 28' 26' 24' 505' 46.1 KAIC 52.1KAIC 52.7KAIC 0.87KAIC LIGHTING PANEL HVAC PANEL "MDP-A" 277/48OV.,30 2000 A. M.L.O. MDP-B HVAC1 HVAC2 (4) 1 /2" C. WITH (1) 15 CONDUCTOR 22ga. CABLE (BELDON #8468). COMPUTER PANEL FIRE PUMP "FIRE PUMP" LOCATED WITHIN 2 HR. FIRE RATED SPRINKLER ROOM. ALL EQUIPMENT ASSOCIATED WITH FIRE PUMP INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE FIRE PROTECTION CONTRACTOR. (2) #10 AWG IN 1" CONDUIT. CIRCUIT IS 120V POWER FROM PANEL "CP2" ROUTED THROUGH THE AUXILIARY CONTACTS OF THE COMBINATION FIREPUMP CONTROLLER AND TRANSFER SWITCH. THIS CIRCUIT CONTINUES FROM THE AUXILIARY CONTACTS TO THE 600 AMP SHUNT TRIP BREAKER IN GEN-SET. (SEE WIRING DIAGRAM 2-E10 AND SEQUENCE OF OPERATION ON E-10). FIRE PUMP CONTROLLER/ATS COMBINATION UNIT FIRETROL UNIT WITH FIRE PUMP OPTION "E�_ 505' 5.69 KAIC CP2-29 2-1/2" CONDUIT FROM FIRE PUMP CONTROLLER TO FIRE PUMP TERMINATION POINT. IF FIRE PUMP FEEDER IS NOT SIZED ON PLAN ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL ENGINEER FOR PROPER FEEDER SIZE BASED ON FINAL FIRE PUMP SIZE (HP). 2-1/2" CONDUIT FROM FIRE PUMP LUGS IN PULL SECTION IN MAIN ELECTRICAL ROOM. IF FIRE PUMP FEEDER IS NOT SIZED ON PLAN ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL ENGINEER FOR PROPER FEEDER SIZE BASED ON FINAL FIRE PUMP SIZE (HP). 2-1/2" CONDUIT FROM GEN-SET. IF FIRE PUMP FEEDER IS NOT SIZED ON PLAN ELECTRICAL CONTRACTOR TO COORDINATE WITH ELECTRICAL ENGINEER FOR PROPER FEEDER SIZE BASED ON FINAL FIRE PUMP SIZE (HP). HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATEI I DESCRIPTION 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. e • i ELS LUGS • e LP1A (ONLY) L LP2A 0° CV MONITORING POINTS MONITORING POINTS SLA TERMINAL BLOCK (TS1) 5' TERMINAL BLOCK (TS2 SPACE ® z N 36.4KAIC 0 65K AIC MOLDED CASE CB FULLY RATED WITH BUILT IN GROUND FAULT 0 65K AIC 65K AIC 65K AIC PROTECTION I� c6 r �► LO m v U W Lu M FULLY RATED FULLY RATED FULLY RATED SEE NOTE 5 j�� Y AUTOMATIC TRANSFER AUTOMATIC TRANSFER MDP-A DISTRIBUTION PANEL MAIN BREAKER PUL SECTION hr'� O SWITCH SWITCH _ 2 "Lp i N, LP2A" MAIN DISCONNECT WILL BE U.L. LABELED POWER COMPANY PADMOUNT CABLE #3 FOR USE AS SERVICE ENTRANCE EQUIPMENT TRANSFORMER, SEE NOTE 3 AND z TO TS3 AND WILL BE FURNISHED WITH AS INTEGRAL APPLICABLE UTILITY PROVIDER NOTES. GROUND FAULT INTERRUPT. SELF CONTAINED 350 KW GEN-SET. m w UTILITY PROVIDED PADMOUNT w 1 TRANSFORMER. v U Q Q � MONITORING POINTS TERMINAL BLOCK TS3 ` 3/0 C,OPPER SERVICE CONDUITS SHALL BE GROUND 1"C ROUTED INTO SECONDARY SIDE OF PADMOUNT TRANSFORMER. W �/ 0 L. u 0 ® ®� W LL 0 rn N ti O o o LO 0 _ 600A MCB MAIN CONCRETE PAD BY GENERAL MCB W/SHUNT LUGS CONTRACTOR. COORDINATE PAD TRIP ONLY = SIZE WITH UTILITY. W 0 CL LIJ Z U Q z ® U) Lu O a SEE SHEET E--4 AND CIVIL DRAWINGS FOR CEN-SET AND ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET 4/15/02 ISSUE DATE: UTILITY TRANSFORMER LOCATIONS s5.1KAlc UTILITY METER TO BE LOCATED ON EXTERIOR OF THE BUILDING. COORDINATE WITH UTILITY. CONSTRUCTION SET " ISSUE DATE: " MQPB" QIECUIT - NTT P DRAWING NUMBER: NOTE: ALL CONDUCTOR AND CONDUIT COMBINATIONS SHOWN MAY E-1 NOT BE USED ON THIS PROJECT. 2 VII EL12 03.15.02 • • • K • 10 .4 I 0 "LP1A" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE LABEL ( LOAD KVA o s m ij 30 ~W 5-� Z3Z ABC ~W pf 02 0z rN 3L 8 m 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 CVG STAGING AREA LIGHTS SALES AREA LIGHTS 3.6 I E 120 10 3 4 10 20 E ,-RE 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.8E 120 10 5 6 10 20 E 3.8 SALES AREA LIGHTS SALES AREA LIGHTS 3.8 E 120 10 7 8 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.5 E 120 10 g 10 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.6E 120 10 11 12 10 20 E 1 3.81 SALES AREA LIGHTS SALES AREA LIGHTS 3.6 E 120 10 13 14 10 20 E 3.6 SALES AREA LIGHTS SALES AREA LIGHTS 3.3 E 120 10 15 16 10 20 E 3.1 SALES AREA LIGHTS SALES AREA LIGHTS 2.8E 120 10 17 18 10 20 E 2.8 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 120 10 19 20 10 20 E 2.6 SALES AREA LIGHTS SALES AREA LIGHTS 2.9 E 120 10 21 22 10 20 E 3.31 1 SALES AREA LIGHTS SALES AREA LIGHTS 2.8 E 20 10 23 24 10 201 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 I - SPARE SITE LIGHTING - NL 1.7 E 20 10 31 32 20 T - SPARE 1.61 E 1 33 34 20 T - I 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 I - T 20 41 42 20 T - SPARE TOTAL CONN. LOAD 91.2 KVA, 109.E AMPERES PANEL DE -RATING 80% 137.1 AMPERES PHASE A: 32.3 KVAPHASE B: 30.0 KVA PHASE C: 28.8 KVA "LP1 B" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE LABEL ( LOAD KVA s w m �N 3F F w 00 0z A B C �w 8. uz m, 3Fn w � 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 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 2.3 SALES AREA LIGHTS SALES AREA LIGHTS 2.4 E 20 10 11 12 10 1201 E 2.5 SALES AREA LIGHTS SALES AREA LIGHTS 2.4 E 20 10 13 14 10 1201 E 2.4 1 SALES AREA LIGHTS SALES AREA LIGHTS 2.2 E 20 10 15 16 10 201 E 2.1 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 17 18 10 201 E 1 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 1 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 13.31 1 E 20 10 27 28 20 T - I I 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 36 20 T I I - SPARE SPACE ONLY 37 38 SPACE ONLY SPACE ONLY 39 40 SPACE ONLY SPACE ONLY 41 42 -4+--t SPACE ONLY TOTAL CONN. LOAD 68.9 KVA, 82.9 AMPERES PHASE A: 24.5 KVA PHASE B: 23.0 KVA PHASE C: 21.4 KVA PANEL DE -RATING 80% 103.6 AMPERES "RP1" 120 208V., 30, 4W., S.N., 200A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE (LABEL) LOAD KVA o e '''� m WW 3o �w �M uz q B C '=w �� 5z WW 3Fn w m a 8 LOAD KVA LOAD TYPE (,LABEL) A B C A B C 1.5 T 20 10 1 j.74 N.78 X.68 N.70 2 20 T - SPARE ROLL UP DOOR -STAGING 1.5 T 3 4 10,20 T 1.7 1 CONV.OUTLETS-SALES&ROOF 1.51 T 5 6 10 20 T 1.31 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 - 1 T 20 11 12 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -RECEIVING 0.2 T 20 8 13 14 8 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - 15 16 20 T 0.2 I CONV.OUTLETS-SALES DESK SPARE - 17 18 _L 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 10120 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 CONV.OUTLETS-ELECT. RM. 1 208V CONY. OUTLET 0.2 T 20 10 27 29 28 8 20 T 0.9 CONV.OUTLET-RCVG OFFICE 208V CONY. OUTLET 0.2 T 30 20 T - SPARE 120V CONY. OUTLET 0.2 T 20 10 31 32 20 T - SPARE GENSET BATTERY CHARGER 1.2 T 120 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 -1 I T 20 45 46 1201 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 -I I 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 120 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 - SPACE ONLY SPACE ONLY - 69 - SPACE ONLY SPACE ONLY - 71 72 - SPACE ONLY SPACE ONLY - 73 - SPACE ONLY SPACE ONLY - 75 76 - SPACE ONLY SPACE ONLY - 77 - 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 PANEL DE -RATING 80% KVA, 58.8 AMPERES PHASE PHASE PHASE A: B: C: 7.3 7.1 6.8 KVA KVA KVA 73.6 AMPERES "ELS" 277 48OV., , 4W., S.N., 150A. M.C.B. UPSTREAM DEVICE - N/A (LAa BEL) LOAD TYPE LABEL A VA o e ffi m w W 3� U �Z q B C Um ,,Z W W 3� ir W m Q e A 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. UGHTING SALES AREA NT. LIGHTING 2.0 I X 20 10 3 4 10 20 X 2.2 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 2.2 X 20 10 5 10 20 X 2.41 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 1.8 X 20 10 7 _L 8 10 20 X 2.0 1 SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 12.01 X 20 10 gj--j.10 10120 X 2.0 1 SALES AREA NT. LIGHTING G.C. AREA NT. LIGHTING 1.1 X 20 10 11 12 10 20 X 3.11 G.C. AREA NT. LIGHTING OFFICE NIGHT LIGHTING 1.8 X 120 10 13 14 10 20 X .5 SPARE - X 20 15 16 X .5 JOCKEY PUMP SPARE - X 20 17 18 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 - I 1 25 26 - SPACE ONLY SPACE ONLY - 1 27 28 - SPACE ONLY SPACE ONLY - 29 30 - SPACE ONLY SPACE ONLY - L 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY - 35 I.36 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 SPACE ONLY SPACE ONLY - 41 ��� 42 12 - PHOTOCELL CIRCUIT TOTAL CONN, LOAD 28.5 KVA, 34.2 AMPERES PANEL DE -RATING 80% 42.8 AMPERES PHASE A: 10.5 KVA PHASE B: 8.7 KVA PHASE C: 9.3 KVA "CP1" 120 208V., 10, 3W., I.G., S.N., 100A. M.L.O. UPSTREAM DEVICE - 40A LOAD TYPE: (LABEL) LQAD V N 0 m MN Sin ?0�1 vz B C a? U2 .1N Sin 8 m o U A(KVA)LOAD TYPE (LABEL B C B C 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 - I SPARE RECEIVING OFFICE 0.2 X 20 8 11 12 20 X - SPARE BMSTEN-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 1 - SPACE ONLY SPACE ONLY - 29 30 - I I 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� e w m W W 3V, L- w Um Qz A B C ~ w �m U-T UZ W W 3o w 8 m o 8 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 I 3.5 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 12.8 SALES AREA LIGHTS GC SHADE CLOTH LIGHTS 2.8 E 20 10 g 10 10 20 E 3.4 GC CANOPY AREA LIGHTS GC CANOPY AREA LIGHTS 2.8 E 20 10 11 12 20 T - SPARE SPARE - I T 201 13 14 20 T - SPARE SPARE - I 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 22 120 T - I SPARE SPARE - T 20 23 24 20 T - I 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 I - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY I - I I 1 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY I I I - 41 42 - SPACE ONLY TOTAL CONN, LOAD 35.4 KVA, 42.6 AMPERES PANEL DE -RATING 80% 53.2 AMPERES PHASE A: 13.4 KVA PHASE B: 13.3 KVA PHASE C: 8.7 KVA "LP26" 277 480V., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE LABEL LOAD KVA o e m W,y, 3V) �m Um L)z ABC �m �� oz WW 305 m W W. 8 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 4 10 20 E 2.3 6 10 20 E 8 10 20 E 1.9 10 10 20 E 2.3 12 10120 E 14 120 T I - 16 10 20 E 2.0 18 20 T 20 10 20 E 1.4 22 10 20 E 1.4 24 20 T 26 120 T - I 28 20 T - 30 201 T 32 X 2.1 34 10 20 X 2.1 36 X 38 X 1.2 40 10 20 X 1.2 42 IX PHASE A: 28.6 PHASE B: 31.8 PHASE C: 22.2 SALES AREA LIGHTS SALES AREA LIGHTS 2. E 20 10 3 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 5 2.1 SALES AREA LIGHTS SALES AREA LIGHTS 2.2 E 20 10 7I. SALES AREA LIGHTS GC SHADE STRUCT. LIGHTS 3. E 20 10 9 GC AREA POLE LIGHTS GC SHADE STRUCT. LIGHTS E 20 10 11 1.4 GC CANOPY FLOOD LIGHTS GC CANOPY AREA LIGHTS 3.4 IE 20 10 13 SPARE GC CANOPY AREA LIGHTS 3.5 E 20 10 15 OFFICE AREA LIGHTS SPARE - T 20 17 - SPARE SPARE - T 20 19 GC EXTERIOR LIGHTS SPARE - T 20 21 GC EXTERIOR NIGHT LTS. EXTERIOR CANOPY LIGHTS 2.4 E 20 10 23 - SPARE OFFICE AREA LIGHTS 2.5 T 20 10 25 I I SPARE OFFICE AREA LIGHTS 2.1 T 20 10 27 SPARE VESTIBULE LIGHTS 12.0 E 20 10 29 - SPARE 2. X 15 10 31 RTU - 1 2. X 33 35 AIR COMPRESSOR TELE DATA ROOM . X 2.1 6.7 X M RTU - 3 6.7 X �41 ERV - 3 OFFICE 6.7 X 1.2 OFFICE TOTAL CONN. LOAD 82.6 KVA, 99.3 AMPERES PANEL DE -RATING, 80% 124.2 AMPERES KVA KVA KVA "RP2" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE (LABEL) LOAD KVA o s m �N 3� F-w 02 0z q B C '=W �� �z �N 30 � m o U LOAD KVA LOAD TYPE (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 AUTO 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 10.2 T 20 10 11 12 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -LUMBER CAN 0.2 1 T 20 10 13 14 10.20 T 0.2 I I 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. 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 10 201 T 10.2 CONV.OUTLETS-SALES DESK SPARE - T 20 33 34 101201 T I 1.0 CONV.OUTLETS-EXTERIOR SPARE I I- T 20 35 36 10 20 T 1 0.21 CONV.OUTLETS-GRDN CTR VENDING MACHINE 0.5 20 10 37 38 1020 T 1.0 ELECTRIC SHOPPING CART VENDING MACHINE 0.5 20 10 39 40 20 T - SPARE VENDING MACHINE 0.5 120 20 10 41 42 20 T - SPARE SATELITE DISH DE-ICER 1.0 20 10 43 44 10 20 T 1.0 CONV.OUTLETS-TELE DATA 208V CONY. OUTLET 0.2 10 45 47 46 101201 T I 1.51 1 CONV.OUTLETS-MONEY RM 208V CONY. OUTLET 0.2 T 48 201 T I 1-1SPARE 120V CONY. OUTLET 0.2 T 20 10 49 50 20 T - SPARE SPARE - T 20 51 52 20 T -1 SPARE COPIER - CUSTOMER SVC. 1.01 T 20 10 53 54 10 20 T 1.5 ELECTRIC BBH CONV.OUTLETS-COST. SVC. 1.1 T 20 12 55 56 1020 T 0.5 SITE IRRIGATION CONTROLLER CONV.OUTLETS-COST. 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 SECURTTI' CAMERA SPARE - I I T 20 I I 61 62 10 20 T 2.0 I I 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 - I 69 70 1 - 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 7.6 SPACE ONLY - 82 P 6.7 PANEL -RP3 SPACE ONLY - LLffin 84 P 9.2 TOTAL CONN. LOAD 61.8 PANEL DE -RATING 80% KVA, 171.5 AMPERES PHASE PHASE PHASE A: B: C: 18.3 21.7 21.8 KVA KVA KVA 214.4 AMPERES "RP3" 120 208V., 30, 4W., S.N., 100A. M.L.O. UPSTREAM DEVICE - N A LOAD TYPE LABEL (LABEL) LOAD o e m W W 3� ~ W 8 �z q B C t W - M oz W W 3� m o e LOAD TYPE (LABEL A B C A B C HAND DRYER -WOMEN 1.2 T 20 12 1 2 12 20 T 0.5 VENDING MACHINE HAND DRYER -WOMEN 1.2 I T 120 12 3 4 12,20 T 0.5 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 5 6 12 20 T 0.51 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 7 g 12 20 T 0.5 VENDING MACHINE HAND DRYER -UNISEX 1.2 T 20 12 9 0 E 2 20 T 0.5 VENDING MACHINE ELECTRIC WATER COOLER 0.5 T 20 12 11 _I 12 12 20 T 0.7 REFRIGERATOR ELECTRIC WATER COOLER 0.5 T 20 12 13 14 12 20 T 1.0 MICROWAVE SPARE - T 20 15 16 12 20 T 1.0 CONV.OUTLETS-BREAKROOM SPARE T 20 17 18 12 20 T 1.8 CONV.OUTLETS-CLASSROOM COPIER - OFFICE 1.0 T 20 12 19 20 12 20 T 0.6 CONV.OUTLETS-HALLWAY SPARE -T [0.5 20 21 22 12 20 T 1.3 CONV.OUTLETS-MGR. OFFICE SENSORMATIC-ENTRANCE T 20 12 23 24 12 20 T 1.5 CONV.OUTLETS-COMP. ROOM SPARE - I T 20 25 26 12 20 T 1.1 CONV.OUTLETS-LP OFFICE SPARE - T 20 27 28 12 20 T 1.0 I CONV.OUTLETS-MGR. OFFICE SENSORMATIC-EXIT 0.5 T 20 12 29 30 20 T - SPARE SPARE - T 20 31 32 20 T - SPARE SPARE - T 20 33 34 20 T - SPARE SENSORMATIC-LUMBER 0.5 T 20 10 35 36 20 T - SPARE SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 A421=-I--+ 40 - SPACE ONLY SENSORMATIC-GARDEN CTR 1.5 T 20klO 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 B: 6.7 KVA PHASE 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 U ft 8 m rN N 11 uZ B C =_ oz ;rN 3u, 8 m o 0 A VA 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 I 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 10 19 20 12 20 X 0.2 SECURITY SYSTEM TELE DATA ROOM 0.4 X 20 12 21 22 12 20 X 0.31 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 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 - 31 32 1 1 1 - SPACE ONLY SPACE ONLY - 1 33 34 1 1 - SPACE ONLY SPACE ONLY - 35 36 1 1 - SPACE ONLY SPACE ONLY - I 1 137138 - SPACE ONLY SPACE ONLY -I 1 139140 - SPACE ONLY SPACE ONLY -I 1 141 42 - SPACE ONLY TOTAL CONN, LOAD 10.7 KVA, 51.4 AMPERES PANEL DE -RATING 80% 64.3 AMPERES PHASE B: 5.1 KVA PHASE C: 5.6 KVA "HVAC1" 277 48OV., 30, 4W., S.N., 600A. M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE (LABEL) LOAD KVA o U w � m -- 3A t= W �= sZ A B C '= w 0_ 0z �N 3� w 8 m S LOAD KVA LOAD TYPE (LABEL A B C A B C 2. X 60 4 1 2 4 60 X 2. RTU - 5 2. If X 3 4 X 12.1 RTU - 15 SALES 2. X 5 6 X 12.0 SALES 2 X 60 4 7 8 4 60 1 X 12.e RTU - 7 12A X 9 10 X 12.e RTU - 17 SALES 12.6 X 11 12 IX 12.6 SALES 2 X 60 4 13 14 4 60 X 2• RTU - 9 2 X 15 16 X 1. 2. RTU - 19 SALES 2. X 17 18 X I12.6 RECEIVING 12.e I 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 r,A 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. M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE LABEL ( LOAD KVA o s m WW n �m Um 8z ABC um U� �z WW 3N m W o 8 LOAD KVA LOAD TYPE (LABEL A B C A B C 3. X 60 4 1 2 4 60 X 2. RTU - 2 3. X 3 4 X 2. RTU - 14 VESTIBULE 3. X 5 6 X 2. SALES 2 X 60 4 7 8 4 60 X 2. RTU - 4 2. X 9 10 X 2. RTU - 16 SALES 2 X 11 12 X 2. SALES 2. X 60 4 13 �l 14 4 60 X 2• RTU - 6 2. X 15 16 X 2. RTU - 18 SALES 2 X 17 18 X 2. SALES 2. X 60 4 19 20 10 15 X 2.5 RTU - 8 2. X 21 22 24 X 2.5 RTU - 20 SALES 2. X 23 X 2.5 ELECT. RM. 1 2. X 60 4 25 26 - SPACE ONLY RTU - 10 2. X 27 28 - SPACE ONLY SALES 2. X 2951 30 - SPACE ONLY 12.0 X 60 4 31 32 - SPACE ONLY RTU - 12 2 X 33 34 - I SPACE ONLY SALES 12. X 35 36 1 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY = - 1 41 42 - SPACE ONLY TOTAL CONN. LOAD 350.1 KVA, 421.1 AMPERES PANEL DE -RATING 80% 562.4 AMPERES PHASE A: 116.7 KVA PHASE B: 116.7 KVA PHASE C: 116.7 KVA "BC" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL) LOAD KVA Wo e m 3(n 5m oz q B C 0mt=m �z iv) m o e LOAD LOAD TYPE (LABEL) A B C ,KVA) A B C BATTERY CHARGER 48OV,10 2.9 X 20 10 1 2 8 40 X 5.8 2.9 X 3 4 X 15.81 TRASH COMPACTOR BATTERY CHARGER 480V,1sb 2.9 X 20 10 5 6 X 5.8 2.9 X 7 8 10 25 X 3.9 BATTERY CHARGER 480V,19s 2.9 X 20 10 9 10 X 3.9 CARDBOARD BAILER 2.9 X 11 12 X 1 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 480V,14s 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 20110 25 27 26 - SPACE ONLY 2.9 X 28 - SPACE ONLY SPACE ONLY - 1 29 30 1 - I SPACE ONLY SPACE ONLY - 31 32 - I SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY - 135136 - SPACE ONLY SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 - I SPACE ONLY TOTAL CONN, LOAD 76.0 KVA, 91.4 AMPERES PANEL DE -RATING 80% 114.3 AMPERES PHASE A: 26.3 KVA PHASE B: 26.3 KVA PHASE C: 23.4 KVA "BW" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE (LABEL) LOAD KVA Lu e w m WW 3N I= w om 0z q B C ~ w 5cn uz WW 3ui w � m o e LOAD KVA LOAD TYPE (LABEL) A B C A B C 4.5 E o 2 1 2 2 5 E 4.5 BUSWAY - 1 4.5 E 3 4 E 4.5 BUSWAY - 2 SALES 4.51 E 5 6 E 4.5 SALES 4.5 E o 2 7 8 2 o X 4.5 BUSWAY - 3 4.5 E 9 11 10 X 4.5 BUSWAY - 4 SALES 4.5 7 12 X 1 4.5 SALES 4.51 E o ^ 2 13 14 2 o E 4.5 BUSWAY - 5 4.5 E 15 17 16 E 4.5 BUSWAY - 6 SALES 4.5 T 18 E 4.5 SALES SPACE ONLY - I I 19 20 1 - SPACE ONLY SPACE ONLY - 21 22 - SPACE ONLY SPACE ONLY - 23 24 - SPACE ONLY SPACE ONLY - 25 26 1 - SPACE ONLY SPACE ONLY - 27 28 - SPACE ONLY SPACE ONLY - 29 3o - 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 X 0.2 BMS RELAY CONTROLS TOTAL CONN. LOAD 81.2 KVA, 225.4 AMPERES PANEL DE -RATING 80% 281.7 AMPERES PHASE A: 27.0 KVA PHASE B: 27.0 KVA PHASE C: 27.2 KVA 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 TYPE (LABELS LOAD (KVA W m -N xu �3 �m U u z UPSTREAM DEVICE - 2000A. q B C 146.0 X 0 cV 1 �k �k 5 PANEL -MDPB 149.0 136.3 100.8 1 X o ca 0 M N 2 PANEL - HVAC1 100.8 100.8 116.7 X o co 0 M 04 3 PANEL - HVAC2 1 116.7E 116.7 1. 10.5 X U) p 4 PANEL - ELS 8.7 9.3 32.51 X N 0 "h 5 PANEL - LP 1 A 30.0 28.9 . 13.41 X N 0 - 6 PANEL - LP2A 13.3 819 .7 16.0 X N 0 , %mm 7 PANEL - SLA 17.4 19.6 8 SPACE ONLY I 1 TOTAL CONN. LOAD 1291.9 KVA, 1553.9 AMPERES PHASE A: 435.7 KVA PHASE B: 435.9 KVA PHASE C: 420.3 KVA "MDPB" 277 480V., 30, 4 WIRE, S.N., 600 AMPERE SWITCHBOARD - M.L.O. LOAD TYPE (LABEL) LOAD (KVA) W 8 m �2N �w �_� �k3 dm U Z UPSTREAM DEVICE - 600A. A B C 24.5 p N� 0 :qh 1 PANEL - LP 1 B 23.0 1 21.4 28.6 X N 0 � 2 PANEL - LP2B 31.8E -- 22.2 26.3 X Lo N 0 2-4 11:: t 3 PANEL - BC 26.3E 23.4 27.0 X 0 1 r 0 � 4 PANEL - BW -XFMR 27.0 1 27.2 7.3 X o zc:44 5 PANEL - RP1 -XFMR 1 7.11 6.6 18.3 X U) 0 � 6 PANEL - RP2 -XFMR 21.7 21.8 14E21 X N I:, PANEL - SLB E 13.5 8 SPACE ONLY 1 TOTAL CONNLOAD 4313 KVA5188 AMPERES . ., . PHASE A: 146.0 KVA PHASE B: 149.0 KVA PHASE C: 136.3 KVA "SLA" 277 48OV., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD TYPE (LABEL) LOAD A o U w m �N Sin �� �� tz ABC �w �� �z �N Sin w m S e A A LOAD TYPE (LABEL) A B C A B C 2.2 E 20 8 1 2 8 20 E 3.8 SITE LIGHTING 12 E 3 4 E 3. SITE LIGHTING 1.7 E 5 6 E 3.1 3.2 E 20 8 7 8 8 20 E 2.5 SITE NL LIGHTING SITE LIGHTING 3.5 E 9 10 E 2.9 3.4 E 11 m 12 1 E 2.1 SITE LIGHTING SPARE - E 20 13 A 14 E 2.8 - 'T 15 16 20 E - SPARE E 20 17 19 18 E -SPARE - I E 1 1.20 -SPACE ONLY -E 21 22 - SPACE ONLY SITE NT LIGHTING 2.2 E 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 2ZLmt 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 48OV., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD TYPE (LABEL LOAD (KYA) o 8 m W W 3o �'" �Z A B C .8-2 02 W W 3ui w m o e LOAD KVA LOAD TYPE (LABEL A B C 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 1 ROAD SIGN BUILDING SIGN 3.6 E 20 10 5 6 E 3.7 BUILDING SIGN 3.3 E 20 10 7 8 6 203.7 INDOOR LUMBER SIGN 2.5 E 20 8 g 10 kE ROAD SIGN GARDEN CENTER SIGN 2.5 E 20 8 11 12 3.7 SPARE - I I T 201 113,Z-\14 - SPACE SPARE - T 120 15 16 - SPARE - T 20 17 18 - SPACE ONLY SPARE - T 20 19 20 - SPACE ONLY SPARE - T 21 22 - I SPACE ONLY SPARE - T 20 23 24 - SPACE ONLY SPARE - SPACE ONLY SPARE jtian25 H- - SPACE ONLY SPARE 4- - - SPACE ONLY TUTAL CONN. LOAD 39.6 KVA, 47.6 AMPERES PANEL DE -RATING 80% 59.5 AMPERES PHASE A: 14.0 KVA PHASE B: 12.1 KVA PHASE C: 13.5 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 192.0 KVA EXTERIOR LIGHTING & SIGNS 141.5 KVA EMERGENCY LIGHTING 27.0 KVA WATER HEATING 9.7 KVA GENERAL POWER & MISC. 83.4 KVA SALES FLOOR DISPLAYS 81.0 KVA BATTERY CHARGERS 70.9 KVA TOTAL CONNECTED LOAD KVA: TOTAL CONNECTED LOAD AMPERES: 1291.9 1553.9 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 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 60/75' CONDUCTOR. 14, SWITCHGEAR SHALL BE FULLY OR SERIES RATED AT 65,000 AIC. ELECTRICAL SUBCUNTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AIC WITH LOCAL ELECTRIC UTILITY BASED ON SELECTED TRANSFORMER SIZE. L a W EroV HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE /I ISSUE DATE DATE I I DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOI 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 IT5 ISSUE DATE ON 04l15/02 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 • • C Zip 0 w w & I tl) W � "q1g i4 < aN4� w T� O o ZOO a601R ch Wzz No I =w� 0 CD o\Oo ® 00 t*- 11 cl 11 H 7 p^p U C/Jcnr r � o a >, u o o (� 6 �g0oa ° � �0 S ' cl- El Cl M 6 I b 0 • 11 • • QZcn CV O ® Z N cr Co O r� m(6 �J U Lu Y w 4 _ t0 � H A/ Z Ww � Y U r�1F- 44 �""""""Il �Qj (l W O 0 F- O m(4 U)c co0) ® (D In 4 N V� U = c • 1 m • z m U) W o U -maLu y J 0 U U cl� W U ®m m (n I]f z U) O 9 o 0[L- cm N ~ LL w/ IL T� ® O ® r� C)o CD o ® Ln ,J Lli z° ZLL 3: w 0 �^ < o -j v) (� 0� • • ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-1 3 VII EL13 03.15.02 • u 0 THIS SHEET INDICATES LOWE'S TYPICAL SITE LIGHTING DESIGN CRITERIA. IT IS TO BE USED IN CONJUNCTION WITH SITE DEVELOPEMENT 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 BY HUBBELL OR COOPER. CONTACTS FOR SITE LIGHTING PHOTOMETRIC PLANS: COOPER LIGHTING HUBBELL LIGHTING TODD BROWN MELISSA MITCHELL (336) 370-4095 (540) 381-0406 ANY PROPOSED DEVIATION FROM THESE SPEC.'S MUST BE SUBMITTED BY WRITTEN REQUEST TO LOWE'S FOR APPROVAL NOTE: THIS SITE HAS RESTRICITONS 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. NOTE: DEVELOPER AND/OR GENERAL CONTRACTOR SHALL SUBMIT CUT SHEETS & SPECIFICATIONS FOR ALL SITE LIGHTING FIXTURES AND POLES. (MUST CONFORM TO LOWE'S SPECIFICATIONS SHOWN ON SHEET SL-2. HI-35(FG) HI-35(FG) HI-35(FG) (HS)_- (HS) - - - _ (HS) SCALE 1"=50' GENERAL MOTES SITE ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND U7ILITIES & DRAINAGE BEFORE DRILLING POLE BASES. (TYPICAL) 2 NL INDICATES THIS LUMINAIRE SHALL BE ON A NIGHT LIGHT CIRCUIT (TYPICAL). J. THESE DESIGNATIONS INDICATE WHAT PHASE LIGHTS ARE WIRED TO (TYPICAL). 4 FL INDICATES THIS LUMIN,AIRE SHALL BE A FLOOD LIGHT FIXTURE. UOUN77NG BRACKET FOR THIS FL FIXTURE SHALL BE MOUNTED 25' ABOVE BOTTOM OF POLE BASE (TYPICAL) FOR ALL LIGHT POLES CLOSET TO STOREFRONT. 5 EXTEND A 480/277V., 3 0 SERVICE TO LOWE'S ROAD SIGN. INSTALL A .BOA 3P NEMA 3R DISC. SWITCH (E4CH LEG FUSED 0 20A.) SIGN REQUIRES (3) 20A 277V. CIRCUITS. 0 PROVIDE PROTECTIVE GUARD POST AT THESE LIGHT POLE BASES. LOCATE GUARD POST AS SHOWN ON DETAIL. SEE DETAIL ON SL-2. (NOT USED) LOWE wr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'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 THIS DRAWING WAS PREPARED 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. • • Z�� 0 I~ W d s: �m° � C� O 66 Wzu W z YEN 11 ® 1 Lo IL N I� cj Z � co Lo m(o W �cy) z Y U I— j CQQn u LLl O O U) O W 1t co L6f) C'V } cy) _ cf) m • } m LL1 Y U W 2 U U x Z Q m z O V ® � ❑ z_ I..I.., �� CD O I�..T` ® ® O CD O In �%� LLI Z L, Z W < W W O VJ U a ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S L - 1 a a a a a a It a a a a 1 SL01 1 F SITE LIGHTING FIXTURE NOTES ALL SITE LIGHTING FIXTURES SHALL BE FURNISHED & INSTALLED BY THE ELECTRICAL CONTRACTOR. WIRING TO THESE SECURITY LIGHTS SHALL BE UNDERGROUND. ALL FIXTURES MOUNTED ON ALUMINUM POLES IN FRONT PARKING AREA AND REAR STORAGE YARD SHALL BE "SHOE -BOX" OR FLOOD, METAL HALIDE, EACH FIXTURE SHALL HAVE GRAY FINISH AND REMOVABLE BALLAST TRAYS OR DOORS. FIXTURES SHALL BE ONE OF THE FOLLOWING MODELS... NO SUBSTITUTIONS ALLOWED. NOTE_ ALL LIGHT FIXTURES SHALL BE U.L. APPROVED_ 48OV.10 POLE MOUNTED FIXTURES "A35(17G)" (1-400 W METAL HALIDE) FORWARD THROW (FLAT GLASS) COOPER NO. MHLD-FT-400-480V AP-FG HUBBELL NO. MSM-A400-H-3T5-3-FG POLE MOUNTED FIXTURES "D35 FG " (3-1000 W METAL HALIDE @ 120')(R5 DIST) (FLAT GLASS) 3-1000 W. @ 120' (R5 DIST) & (2-400 W METAL HALIDE FLOOD LIGHTS) COOPER NO. GLA91125AR-AP-FG HUBBELL NO. MSV-10H-BW5-3AR5-FG 2-400 W. FLOOD LIGHTS COOPER NO. MHNK-S76-400-480V AP-FG HUBBELL NO. MVK 0400H 265 M53 FLOOD LIGHT FIXTURES SHALL HAVE INTEGRAL SLIP FITTER, PROVIDE "L" SHAPE MTG. PIPE BRACKET WITH GRAY FINISH (MOUNT "L' BRACKET TO POLE @ 25' ABOVE POLE BASE). FLOODS SHALL LIGHT UP FRONT EXTERIOR WALL ABOVE CANOPY POLE MOUNTED FIXTURES " E35(FG)"—(3-1000 W METAL HALIDE @ 120')(R5 DIST) (FLAT GLASS) 3-1000 W. @ 120' (R5 DIST) & (1-400 W METAL HALIDE FLOOD LIGHT) COOPER NO. GLA91125AR-AP-FG HUBBELL NO. MSV-10H-BW5-3AR5-FG 1-400 W. FLOOD LIGHT COOPER NO. MHNK-S76-400-480V AP-FG HUBBELL NO. MVK 0400H 265 M53 FLOOD LIGHT FIXTURES SHALL HAVE INTEGRAL SLIP FITTER, PROVIDE "C' SHAPE MTG. PIPE BRACKET WITH GRAY FINISH (MOUNT "L" BRACKET TO POLE @ 25' ABOVE POLE BASE). FLOODS SHALL LIGHT UP FRONT EXTERIOR WALL ABOVE CANOPY POLE MOUNTED FIXTURES "K35 FG " (2-1000 W METAL HALIDE @ 180')(R5 DIST) (FLAT GLASS) 2-1000 W. @ 180' (R5 DIST) & (1-400 W METAL HALIDE FLOOD LIGHT) COOPER NO. GLA91125AR-AP-FG HUBBELL NO. MSV-10H-BW5-3AR5-FG 1-400 W. FLOOD LIGHT COOPER NO. MHNK-S76-400-480V AP-FG HUBBELL NO. MVK 0400H 265 M53 FLOOD LIGHT FIXTURES SHALL HAVE INTEGRAL SLIP FITTER, PROVIDE "L" SHAPE MTG. PIPE BRACKET WITH GRAY FINISH (MOUNT "L" BRACKET TO POLE @ 25' ABOVE POLE BASE). FLOODS SHALL LIGHT UP FRONT EXTERIOR WALL ABOVE CANOPY POLE MOUNTED FIXTURES "N35(FG)"—(2-1000 W METAL HALIDE @ 180')(R5 DIST) (FLAT GLASS)-- 2-1000 W. @ 180' (R5 DIST) & (2-400 W METAL HALIDE FLOOD LIGHTS) COOPER NO. GLA91125AR-AP-FG HUBBELL NO. MSV-10H-BW5-3AR5-FG 2-400 W. FLOOD LIGHTS COOPER NO. MHNK-S76-400-480V AP-FG HUBBELL NO. MVK 0400H 265 M53 FLOOD LIGHT FIXTURES SHALL HAVE INTEGRAL SLIP FITTER, PROVIDE "L" SHAPE MTG. PIPE BRACKET WITH GRAY FINISH (MOUNT "L" BRACKET TO POLE @ 25' ABOVE POLE BASE). FLOODS SHALL LIGHT UP FRONT EXTERIOR WALL ABOVE CANOPY POLE MOUNTED FFLOOD_FIXTURES"F35"__ (40o W METAL HALIDE FL00� COOPER NO. MHNK-S76-400-480V AP HUBBELL MVK 0400H 265 M53 (2) FLOOD LIGHT FIXTURES SHALL BE MOUNTED WITH MOUNTING BRACKET, PROVIDE SLIPFITTER WITH EACH FIXTURE. MOUNTING BRACKET SHALL HAVE GRAY FINISH. POLE MOUNTED FLOOD FIXTURES "J35" (1000 W METAL HALIDE FLOOD) —__----_— COOPER NO. MHNK-S76-1000-480V AP HUBBELL NO. MVK 1000H 265 M53 (2) FLOOD LIGHT FIXTURES SHALL BE MOUNTED WITH MOUNTING BRACKET, PROVIDE SLIPFITTER WITH EACH FIXTURE. MOUNTING BRACKET SHALL HAVE GRAY FINISH. POLE MOUNTED FIXTURES "1335(FGr 3—jQoo W METAL HALIDE @120') (R5 DISF.L(FLAT GLASS) --- COOPER NO. GLA91125AR AP—FG HUBBELL NO. MSV-10H—BW5-3AR5—FG POLE MOUNTED FIXTURES "035(FG)" (2-1000 W METAL HALIDE @ 180') (R5 DIST.) (FLAT GLASS) -- COOPER NO. GLA91125AR AP-FG HUBBELL NO. MSV-10H-BW5-3AR5-FG POLE MOUNTED FIXTURES "C35(FG)"(2-1000 W METAL HALIDE @ 90') (R3 DIST.) (FLAT GLASS) -- COOPER NO. GLA911253D AP-FG HUBBELL NO. MSV-10H-BP5-3AR5-FG POLE MOUNTED FIXTURES "H35(FGY(1-1000 W METAL HALIDE @ 90') (R3 DIST.) (FLAT GLASS) --- COOPER NO. GLA911253D AP-FG HUBBELL NO. MSV-10H-BP5-3AR4-FG POLE MOUNTED FIXTURES "H1_ 35(�F )" (1-1000 W METAL HALIDE @ 90') (R3 DIST.) (FLAT GLASS) COOPER NO. CLA911253D AP-FG (W/ HOUSE SHIELD) HUBBELL NO. MSV-10H-BP5-3AR4-FG POLE MOUNTED FIXTURES "L35(FG)"(1-1000 W METAL HALIDE @ 90') (R5 DIST.) (FLAT GLASS)_ — — COOPER NO. GLA91125AR AP-FG HUBBELL NO. MSV-10H-BW5-3AR4-FG P00_LE MOUNTED FIXTURES "L25(F(3 (1_400 W METAL HALIDE @ 90') (R3DIST.) (FLAT GLASS) COOPER NO. GMA401253D AP-FG HUBBELL NO. MSV-40H-BP5-3-AR4-FG POLE MOUNTED FIXTURES " M35(FG)" (1 _1000 W METAL HALIDE @ 90') (R4 DIST.) (FLAT GLASS) COOPER NO. MHLD-FT-1000-480V AP-FG HUBBELL NO. MSV-10H-VT5-3-AR4-FG POLE MOUNTED FIXTURES "P35 FG " 1-1000 W METAL HALIDE @ 90° (FLAT GLASS) ------------------�—�� — -- —��2 DISTT�-------- COOPER NO. GLA911252D AP-FG HUBBELL NO. MSV-10H-BP5-3AR4-FG POLE MOUNTED FIXTURES "035(FG)" (2-1000 W METAL HALIDE @ 180') (R3 DIST.) (FLAT GLASS) COOPER NO. CLA911253D AP-FG (WITH HOUSE SIDE SHIELD) (ROTATE OPTICS) HUBBELL NO. MSV-10H-BP5-3AR5-FG ROUND CONCRETE 'FOP OF PIPE SMOOTH `' 8" DIA. CONC. FILLED PIPE II II' PAINT OSHA YELLOW PAVING CONCRETE FOUNDATION GUARD POST DETAIL GUARD POST I / SEE DETAIL 2'-6" � o FENCE OR OUTSIDE WALL o OF TRUCK WELL ' L POLE BASE SEE DETAIL GUARD POST 1'-2" SEE DETAIL PLAN GUARD POST & POLE LOCATION DETAIL HAND HOLE (LOCATE — FUSEHOLDER AND FUSE DIRECTLY INSIDE HAND HOLE) CONDUIT STUBS TO BE INSTALLED TO HEIGHT OF ANCHOR BOLTS POLE BASE W1 t LEVELING NUTS & 1 GROUT (MIN.) #8 BARE GROUND WIRE J8 BARE GROUND WIRE POLE GROUND LUG W/ FEMALE 1/2"X 13 NC THREAD NOTE: POLE BASE IS 70 BE ONE CONTINUOUS POUR. 2' PORTION OF EXPOSED CONIC. BASE ABOVE PAVEMENT SHALL BE HAND RUBBED SMOOTH. PRE-FABSED CONIC. POLE BASES WILL NOT BE ACCEPTED. (ALL BASES MUST BE POURED ON SITE POLE SHAFT POLE BASE WITH I" GROUT CLAMP SUITABLE FOR GALVANIZED ANCHOR DIRECT BURIAL N BOLTS & HARDWARE J8 BARE GROUND WIRE If: II CONCRETE BASE 3/4"O X 10'-0- COPPER I ELECT CONDUIT CLAD GROUNDING R00 2'-0" -1 _ 6 NO. 5 BARS WITHIN A 6x6 10/10 WWF "CAGE" • II ROUND BASE ..:.::II. • • `� MAINTAIN .3" MINIMUM CONCRETE • 6 NO. 5 BARS' • JI::::::::Ii COVERAGE ON ALL BARS ANCHOR BOL TS I` I.".. 6x6 1 10 WWF "CAGE'' ... u 2'_0» CONTRACTOR 70 TAKE SPECIAL PLAN CARE TO ENSURE CONCRETE SECTION POLE BASES ARE POURED NOTE.' ABSOLUTELY VERTICAL & LEVEL. SHAFT CAP, ARMS, BASE FLANGE; POLE BASE DETAILS ANCHOR BOLTS, LEVELING NUTS, CONNECTION, HARDWARE, BOLT COVERS, HANDHOLE COVER, AND GROUND LIGHT POLE PER N.E.C. BOLT CIRCLE TEMPLATE SHALL BE FURNISHED BY POLE MFGR. I AinTC- 9 SITE — TE_ LIGHTING— POLE_ SCHEDULE POLES TO WITHSTAND 100 MPH WINDS PLUS 1.3 GUST ALL POLES SHALL BE CAPABLE OF SUPPORTING TOTAL WEIGHT AND SUSTAINING TOTAL EPA WIND LOADS AS DESCRIBED. ALL POLES SHALL BE EQUIPPED WITH VIBRATION DAMPERS, GROUND LUG, POLE BASE COVERS, AND LEVELING NUTS ALUMINUM POLES (GRAY FINISH) (100 MPH WINDS) ----I----------------i--------------------- VENDOR I FIXTURE TYPE I POLE# AT 35' I POLE# AT 25' COOPER A35 FGj SINGLE (40OW) "HAPCO" "HAPCO" 80198-011 P241 COOPER 1"835 FG TRIPLE 80225P241XFGCOOPER i'C35 FG" TWIN @ 90' I "HAPCO" 80226P241XFG COOPER i"D35 FG" TRIPLE W FLOODS "HAPCO" 80227P241XFG COOPER E35(FG)" TRIPLE 1FLOOD W/ �2� "HAPCO" 80202P241XFG COOPER I"F35" FLOODS (40OW) I "HAPCO" 80203-001P241 COOPER G35(FG):: TWIN @ 180' I "HAPCO" 80228-011P241 COOPER H35((FG)) 1"H1-35(FG)"SINGLE SINGLE 1000W N00W� "HAPCO" I "HAPCO" 80229-011P241 COOPER 80229-012P241 COOPER I"J35' FLOODS (1000W) I "HAPCO" 80203-002P241 COOPER "K35(FG)" TWIN @ .180' W/FLOOD "HAPCO" 8023OP241XFG COOPER " 1L35(FG)" SINGLE 1000W) 1 "HAPCO" 80229-013P241 COOPER L25(FG)" SINGLE 40OW) I I "HAPCO" 80206P241XFG COOPER I: M35(FG) SINGLE (((1000W) I "HAPCO" 80229-014P241 COOPER N35 FG " 1"P35�FG3" TWIN @ 180' W/ (2) FLOODS "HAPCO'' I 80207P241XFG COOPER SINGLE (1000W) HAPCO' 80229-015P241 COOPER I"Q35(FG)" TWIN @ 180' I "HAPCO" 80228-012P241 HUBBELL I"A35 FG " SINGLE (40OW) I "HAPCO" RTA-356-A2-M53 HUBBELL I"B35 FG" TRIPLE I "HAPCO" RTA-356-H2-M53 HUBBELL I"C35 FG))))))" TWIN @ 90' I HAPCO" RTA-356-D2-M53 HUBBELL D35 FG)" 1"E35(FG)" TRIPLE W/ FLOODS �2� HAPCO" 1 "HAPCO" RTA-356-H2-32-M32 HUBBELL TRIPLE W 1FLOOD RTA-356-H2 3L M32 HUBBELL I"F35" FLOODS (40OW) I "HAPCO" RTA-356-PO-M53/AFB21 HUBBELL 1,:G35(FG)" TWIN @ 180' "HAPCO" RTA-356-C2-M53 HUBBELL H350)) SINGLE 00W I HAPCO" RTA-356-A2-M53 HUBBELL I" H 1 -35(FG)" SINGLE M00W3 I "HAPCO" RTA-356-A2-M53 HUBBELL i"J35" FLOODS (1000W) I HAPCC�' RTA-356-PO-M53/AFB21 HUBBELL K35(FG " i"L35(FG)" TWIN @ 180' W/FLOOD HAPCO' I "HAPCO" RTA-356-C2-M53-M32 HUBBELL SINGLE 1000W) RTA-356-A2-M53 HUBBELL L25(FG)" SINGLE 40OW) I I "HAPCO" RTA-256-A2-M53 HUBBELL 1"N35(FG)" SINGLE yy I HUBBELL TWIN@ 180* W/ (2) FLOODS "HAPCO" RTA-356-C2-323M32 HUBBELL I"P35�FIG " SINGLE (1000W) I "HAPCO" RTA-356-A2-M53 HUBBELL I"Q35(FG)" I I TWIN @ 180' I "HAPCO" I I RTA-356-C2-M53 I NOTE: ONLY COOPER & 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. NOTE: NOT ALL POLES OR SITE LIGHTING FIXTURES SHOWN ON THIS SHEET ARE USED WITHIN THESE DRAWINGS. REFER TO SL-1 SHEET FOR ALL APPLICABLE . SITE LIGHTING FIXTURE SCHEDULE A35(FG� 1 SEAEMLESSWALUMINIUMRPOCE�SEGLASS) MOUNTED ON A 35' J35 5(1SEAMLESS ALUMINUM POLE, SMOUNTED A TWO EE BASEON o POLE BASE DETAIL -THIS SHEET. DETAIL - THIS SHEET. BY ELECTRICAL CONTRACTOR. BY ELECTRICAL CONTRACTOR 9J5(FG) THREE (1000W) LUMINAIRES (FLAT GLASS) MOUNTED ON A 35' SEAMLESS ALUMINUM POLE. SEE -------- _ - - - - TWO (1000W) LUMINAIRES (FLAT GLASS) AND ONE (40OW) FLOOD BYLE BASE ELECTRICALTCONTRACTORE� K35(FG� POLE. SEE EE POLE BASE DETAIILMI-ESS THISLUMINUM SHEET. --------- BY ELECTRICAL CONTRACTOR TWO (1000W) LUMINAIRES (FLAT GLASS) MOUNTED ON A 35' C35(FG) SEAMLESS ALUMINUM POLE. SEE POLE BASE DETAIL -THIS SHEET. ------------ ----------------------------------- BY ELECTRICAL CONTRACTOR ------------ L35(FG) ONE (1000W) LUMINAIRE (FLAT GLASS) MOUNTED ON A 35' SEAMLESS ALUMINUM POLE. SEE ovTHREE (1000W) LUMINAIRES (FLAT GLASS) AND TWO (40OW) FLOOD (R5) POLE BASE DETAIL -THIS SHEET. BY ELECTRICAL CONTRACTOR D35(FG) LUMINAIRES MTD. ON A 35' SEAMLESS ALUMINUM POLE. SEE POE BASE DETAIL - THIS SHEET. ------------------------------------------------ BYELECTRICAL CONTRACTOR _---_-- THREE (1000W) LUMINAIRES (FLAT GLASS) AND ONE (40OW) FLOOD L25(FG ONE (400W) LUMINAIRE (FLAT GLASS) MOUNTED ON A 25' SEAMLESS ALUMINUM POLE. SEE E35(FG� POLE. SEE POLE BASE DEAL - THIS SHEET. (R3) BYLELECTRICAL ------- ELECTRICAL CONTRACTOR - ---__-__-______________ CIONTRACTORE� F35 TWO (400W) FLOOD LUMINAIRES MOUNTED ON A 35' SEAMLESS ALUMINUM POLE. SEE ------------------------------------------------ (� �7 E BASE DETAIL -THIS SHEET. ONE (1000W) LUMINAIRE (FLAT GLASS) MOUNTED ON A 35' BYLELECTRICAL CONTRACTOR M35(FG> SEAMLESS ALUMINUM POLE. SEE _____________________________ ___________________ (R4) POLE BASE DETAIL -THIS SHEET. BY ELECTRICAL CONTRACTOR TWO (1000W) LUMINAIRES (FLAT GLASS) MOUNTED ON A 35' --------- - ___________ SEAMLESS ALUMINUM POLE. SEE GS5(FG POLE BASE DETAIL -THIS SHEET. BY ELECTRICAL CONTRACTOR TWO (1000W) LUMINAIRES (FLAT GLASS) AND TWO (40OW) FLOOD N35(FC) LUMINAIRES MTD. ON A 35' SEAMLESS ALUMINUM ______________ _____ POLEBASE DETAIL -THIS SHEET. BY ELECTRICAL CONTRACTOR ONE (1000W) LUMINAIRE (FLAT GLASS) MOUNTED ON A 35' ---------------------------------------------- H35(FG) SEAMLESSPOLSEE UMIN POLE. POLE SEALUMINUM -THIS SHEET. ® ONE (1000W) LUMINAIRE (FLAT GLASS) MOUNTED ON A 35' (R,3) BY ELECTRICAL CONTRACTOR F'35 FG ( SEAMESS ALUMINUM POE. SEE +l POLE BASE DETAIL -THIS SHEET. ________________________________________________ (1?2) BY ELECTRICAL CONTRACTOR ONE (1000W) LUMINAIRE (FLAT GLASS) W/ HOUSE SHIELD MOUNTED ON A 35' H I-35(FG) SEAMLESS ALUMINUM POLE. SEE POLE BASE DETAIL SHEET. TWO (1 OOOW) (R3) DIST. W/ HOUSE SIDE SHIELD (HS) -THIS BY ELECTRICAL CONTRACTOR - Q35(FG) (ROTATE OPTICS) LUMINAIRES (FLAT GLASS) MOUNTED ON A 35' SEAMLESS ALUMINUM POLE, SEE POLE BASE DETAIL THIS SHEET BY ELECTRICAL CONTRACTOR LOWEV HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • s REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 STIPUl ATION 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. 1 • ®wW V)WQ w W ® a�umeno8 W z a 20 o g ~w ® �J W Z v x lk 0 ® o0 o � r vJMr, # a � � < roa,it cD b 0o00 V1 - 110 r C� :=a M 'v o • coo � N 40Lo z co o C6 mLo v W 4 U cl) ^/ z i�LII W r�l U j..l..j O Z� �® coLo 0 � z CV WU co Z i� 10 rr�� vJ w L.W w J = U co c) Z W O z a [L N li z o ® 0 (D � LL 0 0 J w Lu z LL z Iu— II--� W cnz0 0�c/)0 ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: L-2 I • e 02 SITE ELECTRICAL CON7R. TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES & DRAINAGE BEFORE DRILLING POLE BASES. (TYP. 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I 2 1 17� I 6 �6,1 4,1 1.9 0.1 .1 0.3 0.7 2.3 7 3, ,6 5,8 7. 9, 5,5 5,4 4.31 3.9 5.4 5,7 6,5 6.5 5,8 5.7 4.0 4.4 ,3 .5 7.0 ,0 5,� 3.7 2.0 0.1 0 I I -.1 I I r •-•-•-----• , 1 4,5 3 9 2, .6 5A 7. 1 ll 0 8 9 51 5 6 9 9 5 ,6 4 .4 7 3 3,7 2.0 1.2 .T7 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 I 0.3 0. 2.3 5.4 5. --- 0 i 8, 1 1 ° i ! _ .t' f"T �1.0 � 0.4 0.2 0. 0.0 0.0 0.0 0.0 0.0 0. 0.0 3,1 4.7 3 0 0 0 00.3 1. 2.0 4. 6.4 6,2 3,1 2.1 3.2 4.7 4, 4. 5, T0 4. 3. 4, 5, - 8.1 9.9 , o o `ou _,4____019 _ t 5 5,8 4,9 3,8 2,6 2,6 2,6 4,2 5,9 5,7 6,0 6,1 5 4,4 3,5 4,0 5,4 6.1 8.0 1 9 0 9,1 5.5 5.0 3,3 3.8 4,8 4.7 6.5 7. 7,4 6,9 5. 3,7 4,4 4,6 7 , ------------ - e 0.2 0.5 1 .4 5.2 6 6,1 6.1 3.9 3.2 3.3 5, 7, 7. 6, 61 4, 3, 3, 5, 7, 7, 8 8, 7. 5, 4. 3, 3. 3, 4.7 4. 5, 6, 6.4 6 �i ,4 .1 0. 0. 0.1 0.3 0.9 1.7 6. 7,3 7.0 6,6 4.3 4.5 6. 7.r 7. 6, 6, 4, 3. 3.8 5, 6, 6,' 7.� 6, 5, 3, 3, 3, 2. 3, 3.8 3, 4, 5. 5.6 5,6 4,9 1.6 1.2 1.4 1.2 1.3 1.8 1.4 0.9 0.9-0 0.4 0.3 .1 0.1 0.0 0.0 0. 0.0 01.0 0.0 0.0 0.0 0.1 0.1 0.5 1.2 4.5` 7,4 6.4 6.1 5,5 6.1 7.0 6.1 6.2 6.2 ,9 4,4 3.4 3,8 4.9 5.3 6.0 6= 4.8 4.6 3.4 3,3 3,5 2.9 3,8 4.0 3,2 4.2 4.7 4.4 4.4 10 1.0 0.7 0.6 0.6 0.6 0.0 0.1 0. 0.3 0.7 1.8 7,2 8. 8A 7.6 9 5, 5, �5,� �5,� 5, ' 4.� 2,1 3,1 4. 4, �5,1 4. 4.1 2, 2, -3 3, 3,� 3,1 �3.� �3.� �3.� 3,� 4, 3.5 0.5 0.4 0.3 0.3 0.2 0.0 0.0 0. 18 .4 5 4 2.6 2.1 2.0 1.7 2.9 2.9 2,7 3.0 3,0 3.2 2.7 3,0 3.2 2.6 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0. 0.1 0.3 0.9 1.8 2,8 2.9 1. 1. 1.1 1.3 1.1 1.0 1.1 1.3 1.0 1.0 0.9 1.2 .0 0.9 1.0 1.��.9 0.8 0.8 0.8 0.3 0.5 0.5 0.4 1.3 2.1 2.5 2.1 1.6 0.7 0.2 0.1 0.1 .0 0.0 0.0 0. _ 0.0 0.0 A �3 PHOTOMETRIC PLAN -N SCALE 1" =50' t I CATALOG NUMBER: MSV-A1000H-FPx-x-GS > NUMBER OF LUMINAIRES: 2 Mounting Height= 37 feet, 2 units per pole, From Pole to Photometric Center= 2 feet, IES Candela File: HP08638,IES Initial Lumens per Lamp= 110000, Light Loss Factor (LLF) = 0,75 Number Poles this type = 1 CATALOG NUMBER: MVA-0400H-2Ax NUMBER OF LUMINAIRES: 15 Mounting Height= 20 feet, From Wall to Photometric Center= 2 feet, IES Candela File: HP0458LIES Initial Lumens per Lamp= 32000. Light Loss Factor (LLF) = 0,75 Number Locations this type = 15 x CATALOG NUMBER, MSV-A1000H-FWx-x NUMBER OF LUMINAIRES, 24 Mounting Height= 37 feet, 2 units per pole, From Pole to Photometric Center= 2 feet, IES Candela File, HP08635,IES Initial Lumens per Lamp= 110000, Light Loss Factor (LLF) = 0.75 II Number Poles this type = 12 CATALOG NUMBER, MVK-0400H-x6x NUMBER OF LUMINAIRES, 4 s" Mounting Height= 20 feet, From Wall to Photometric Center= 1 feet. I' I Each luminalre tilted 50 degrees, x IES Candela File, HP00738,IES Initial Lumens per Lamp= 36000, I Light Loss Factor (LLF) = 0.75 Number Locations this type = 4 ICATALOG NUMBER: MSVA1000HFPxx-GS x NUMBER OF LUMINAIRES, 12 Mounting Height= 37 feet, I From Pole to Photometric Center= 2 feet. IES Candela File, HP08638,IES Initial Lumens per Lamp= 110000. I Light Loss Factor (LLF) = 0.75 Number Poles this type = 12 I CATALOG NUMBER, MSV-A1000H-FWx-x I NUMBER OF LUMINAIRES, 8 s Mounting Height= 37 feet, 2 units per pole, From Pole to Photometric Center= 2 feet. IES Candela File, HP08635,IES Initial Lumens per Lamp= 110000. Light Loss Factor (LLF) = 0.75 x CATALOG NUMBER, MVK-0400H-x6x NUMBER OF LUMINAIRES: 8 I Mounting Height= 25 feet, 2 units per pole, From Pole to Photometric Center= 2 feet, Each luminalre tilted 60 degrees, IES Candela File, HP00738,IES Initial Lumens per Lamp= 36000. Light Loss Factor (LLF) = 0.75 x Number Poles this type = 4 CATALOG NUMBER, MSV-A1000H-FWx-x NUMBER OF LUMINAIRES, 2 Mounting Height= 37 feet, 2 units per pole, From Pole to Photometric Center= 2 feet, IES Candela File, HP08635,IES Initial Lumens per Lamp= 110000. Light Loss Factor (LLF) = 0,75 CATALOG NUMBER, MVK-0400H-x6x NUMBER OF LUMINAIRES: 1 Mounting Height= 25 feet. From Pole to Photometric Center= 2 feet, Each luminalre tilted 60 degrees, IES Candela File: HP00738,IES Initial Lumens per Lamp= 36000, Light Loss Factor (LLF) = 0,75 Number Poles this type = 1 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES, TARGET PLANE AT Z = 0 FEET. Summary # POINTS 1758 AVERAGE 37 MAXIMUM 11,,8 MINIMUM 0.0 AVG/MIN 2691.36 MAX/MIN 8690.38 STD DEV 2,54 COEF VAR 0,69 AVERAGE TILT FACTOR (ALL LUMINAIRES) = 0,988 FI LOWErST HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE /I ISSUE DATE DATE I I DESCRIPTION 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 04115/02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORATALATERTIME. 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. • • • • • ZV)4 ®ww �] �- P wjZ0 MT o a° z00 wzu CM �w� L. • A Lb LL E ®N L0 Z N Er O ■ M"� m WU0 z w �CY) Z w U O ® w O F--:, O O ® (:0In N z �1 0 w Y U w 2 U U Q Q Q j- O� U o' L � N W O ® O cc:)) O HO O O W Z L.L z O QZ ® Ui W V / w ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: e Y Y DRAWING NUMBER: 1 SL03 SL-3 , -.... , ems, : . a .. ... „ . ,. a•--n_..:., t.- -.: ,. _ a- y{ � r { d �J Y `r } _ _ n, F' , r i f t a v :• , :t _ Jl .XEVIEWED Ein 0 w w N OF.SANFORD, FLORIDA 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 i I L D I N G` C" 0 D E S U lKil M A RY: • SUMMARY OF THE PROJECT THIS. PROJECT INVOLVES THE NEW CONSTRUCTION OF A LOWE'S HOME IMPROVEMENT • EGRESS ANALYSIS WAREHOUSE. • APPLICABLE BUILDING CODES BUILDING FIRE PLUMBING MECHANICAL ELECTRICAL ACCESSIBILITY' STATE OTHER INDOOR/ENCLOSED OCCUPANCIES AREA SF AREA OCC.000UPAN S LOAD MERCANTILE SALES FLOOR 116,968 30 GROSS 3,899 BUSINESS OFFICE 2,193 100 GROSS 22 ASSEMBLY 1,262 15 NET 85 STORAGE/RECEIVING/MECH. 11,894 300 GROSS 40 VESTIBULES, CORRIDORS, TOILETS, ETC. 3,385 N/A 0 TOTALS 1135,702 4,046 DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOORS DOORS INCHES 01A OtE 01F O1G 01J 02B' 03B 05 11B 17E 19 23A&B OID&34 • ZONING CLASSIFICATION PROVIDED: 34"+ 34"+ 34"+34"+ 34"+177'+ 34"+ 34"+177"+ 34"+ 34"+216*+ 34" _ Q1 n" GC - GENERAL COMMERCIAL OUTDOOR e PARKING OCC SEE CIVIL` MERCANTILE e OCCUPANCY CLASSIFICATION FBC SEC. 310 MERCANTILE GROUP M INCHES PROVIDED: ...BUILDING OR STRUCTURES OR ANY PORTION THEREOF, FOR THE DISPLAY AND SALE OF- MERCHANDISE, INCLUDING STOCKS OF GOODS, WARES OR MERCHANDISE • LIFE SAFETY E 1NC'IF)FNTAI Tn �I1C'H PIIRPmFS ANID AC'nFS(�IRI F Tn THE PIJR1 IC'. " 2001 FLORIDA BUILDING COD 2 01 ORIDA FIRE PREVENTION CODE 2001 FLORIDA BU LDING CODE cn � 2-001---,FLOR-IDA 1999 BUILDING NEC-,': ' ` CODE o o ..2-Q41...--FL:C�RIQA BUILDING. CODE 1997 FLORIDA ENERGY EFFICIENCY CODE NONE NONE NONE co NONE NONE w � NONE NONE NONE Q NONE • 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. INDOOR/ENCLOSED OCCUPANCIES AREA SF AREA/OCC. 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 15 NET 115 23 STORAGE RECEIVING MECH 11,894 300 GROSS 40 8 TOTALS1 4,076 816 e DESIGN LOADS & PROJECT DATA DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOORS 2/3 REQ'D. EGRESS FRONT 03B OIA 11B 05 028 01F DIE 23A&B (PER SECT. 24-2.5.7) DESCRIPTION LOAD ROOF LIVE LOAD _..2�.., ;... DESIGN DEAD LOAD 9 PSF DESIGN' COLLATERAL LOAD 5 PSF WIND LOAD 110 mph EXPOSURE C GROUND SNOW LOAD SNOW `EXPOSURE FACTOR NA FROST DEPTH NA SOIL BEARING CAPACITIES 2500 psf SEISMIC PERFORMANCE CATEGORY NA OTHER, XXX WALL: + + +DOORS + + 216' > 547 W/0 DOOR O1J DOOR DOOR OOR+DOOR DOOR DOOR DIG 038 01A 11B 01F OtE DOOR DOOR 19 17E 010/34 1/2 REQ'D. EGRESS (PER SECT. 24-2.5.8) CHECKOUTS: 34" + 34" + 34" + 34" + 177"+ 34' + 34" + 34" + 34" + 34" = 483 > 408" EXCLUDING MAIN DOOR DOOR 01A 05 DOOR DOOR DOOR DOOR DOOR DOOR OIF DIE O1G 03B 01C/GATE 7 01J DOOR DOOR -DOORS 19 17E 01D&34 1/2 REQ'D. EGRESS (PER SECT. 24-4.5.2) 'f 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 • GENERAL HEIGHT & AREA. LIMITATIONS FBC SEC. 503.4 • FIRE RESISTANCE RATINGS (HOURS) UNLIMITED AREA - SPRINKLED BUILDING & 60' CLEAR AROUND PERIMETER OF ASSEMBLY / OPENING BUILDING. STRUCTURAL FRAME 0 N/A FBC TABLE 600 BEARING WALLS (EXTERIOR) 0 N/A FBC TABLE 600 ALLOWED_ 5 STORIES FBC TABLE 500 BEARING WALLS (INTERIOR) 0 N/A FBC TABLE 600 ACTUAL: ONE STORY ROOF CONSTRUCTION 0 N/A FBC TABLE 600 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." EXIT ACCESS CORRIDORS 0 N/A - FBC TABLE 7004.2.4 MAXIMUM PARAPET .HEIGHT: 49'-0 1/2" (+/-) OCCUPANCY SEPARATIONS 0 N/A 704.2.3.1 & B 0SEC. 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) L 0 m EWE E HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS INDEX OF I ■ ■ O SSUEPRE-BIDATET PST � SO UE DIATE T DATE DESCRIPTION 05.10.02 :L:. STRUCTURAL GRID SHIFT 05.24.02 <'`. RACKING PLAN :> T-1.0 TITLE SHEET 06.20.02 ® CODE COMMENTS `:.LI T-1.1 LIFE SAFETY PLAN CIVIL SEE CIVIL TITLE SHEET FOR FULL SHEET INDEX ARCHITECTURAL :Z., A-1.0 FLOOR PLAN 4`, A-1.1 ROOF PLAN & DETAILS A-2.0 EXTERIOR ELEVATIONS A-2.1 ENLARGED EXTERIOR ELEVATIONS ._2:. A-2.2 INTERIOR ELEVATIONS & DETAILS A-3.0 WALL SECTIONS & DETAILS :2< 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 A-4.1 RESTROOM PLANS & ELEVATIONS A-4.2 REFLECTED CEILING PLANS & DETAILS A-5.0 EXTERIOR BUILDING DETAILS A-5.1 MISCELLANEOUS DETAILS A-6.0 DOOR SCH.ED.U.LE--..&-_DE,TAILS A-6.1 DOOR &'% WINDOW;..DE.TA�:LS:> :2 A-7.0 FENCE &ROOF LADDER DETAILS STRUCTURAL S-0.1 GENERAL STRUCTURAL NOTES S-1.1 FOUNDATION PLAN S-2.1 ROOF FRAMING PLAN S-3.1 FOUNDATION DETAILS S-3.2 FOUNDATION DETAILS S-4.1 ROOF FRAMING DETAILS S-4.2 ROOF FRAMING DETAILS S-4.3 ROOF FRAMING DETAILS ,...FTRE`PROTECTION ::.......:- ,..........,. FP-0 FIRE PROTECTION FLOOR PLAN '2' FP FIRE PROTECTION SITE PLAN 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 f FP-6 ENLARGED PLANS, DETAILS/SECTIONS } FP-7 SECTIONS AND DETAILS FP-8 RACK SPRINKLERS, NOTES & SECTIOSN 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 &zn P-2 OFFICE PLUMBING PLAN & RISER DIAGRAMS P-3 PLUMBING FLOOR PLAN MECHANICAL M-1 MECHANICAL EQUIPMENT PLAN M-2 OFFICE MECHANICAL PLAN & DETAIL DRAWINGS 2: M-3 MECHANICAL SCHEDULES & DETAIL DRAWINGS ELECTRICAL E-0 GENERAL ELECTRICAL NOTES & SYMBOLS LEGEND z E-1 LIGHTING FIXTURE SCHEDULE & MOUNTING DETAILS E-2 LIGHTING FIXTURE LOCATION PLAN 4:, E-3 LIGHTING FIXTURE WIRING PLAN E-4 BUILDING POWER FLOOR PLAN 2:1 E-5 SALES AREA DISPLAY POWER AND BMS WIRING PLAN E-6 CABLE TRAY AND MISCELLANEOUS CONDUIT PLAN :2` E-7 OFFICE AREA POWER PLANS E-8 GROUNDING DETAILS AND "SMEF" NOTES E-9 ELECTRICAL INSTALLATION DETAILS E-10 GEN-SET CONTROL WIRING SCHEMATIC E-11 BUILDING ENERGY MANAGEMENT SYSTEM E-12 POWER RISER DIAGRAM <::2< E-13 PANEL BOARDS SCHEDULES SITE LIGHTING SL-1 SITE LIGHTING PLAN SL-2 SITE LIGHTING SCHEDULES, NOTES, AND DETAILS SL-3 PHOTOMETRIC PLAN W REVISI u► REVISION DATE DESCRIPTION/01 JAI ® 06.20.02 CODE COMMENTS Y THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE I OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. Y 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 0411 M2 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. 11 ^ 1 m • o Y Y LJ ® Y !mil W LA_z � 0 .. h- < Z 0 U) a o • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 03.18.02 .. 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R`SIGjEE HPosAT D EFSC?OE;-RR- VUa0 E LOWE"So HOME CENTERS ,INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS >PRE -BID SET �POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 1:% RACKING PLAN 06.20.0 CODE COMMENTS OFFICE BUSINESS 104 SQUARE FEET STORAGE/RECEIVING MECHANICAL ' THIS DRAWING IS THE PROPERTY OF LOWE'S HOME 11f 190 SQUARE FEET CENTERSIINC. ANY USE OR REPRODUCTION IN WHOLE ORPART S PROHIBITED WITHOUT THE EXPRESSED WRTTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001— 17E 10 r--------- -1r ____- 11 0 ® I v' SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON I I I AND IT IS NOT SUITABLE FOR USE ON I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TI SITE ORATA LATER TIME. USE L-___---_--J'- ofTHISDRAWINGFORREF^R^NCE OR EXAMPLE ON NOTHERPROJECTRQUIRESTHESERVCESOF PROPERLYLICENBED ARCHITECTS AND ENGINEERS. REPRODUCTON OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS I I I II I II JlII CONTRARY TO THE LAW. 0 ---_—_—_—_— —_—_—_——_—_—_„ fl r1I I I I I 17A j_ —---- — - ------ o 0 o 1 F ----------- ----- ---- 2 ' — L 1 0 uu Lz - • Ll 690 7OUTDOOR GARDEN MERCANTILE 34,978 SQUARE FEET INDOOR SALES FLOOR 0 MERCANTILE 116,968 SQUARE FEET { 0 @ 6J J EW UF___U_1 0 o�---- -- oo o ----------- --------- -- - - ------- o B,Lou ---_,--—-_ ----- ---- CD ---U Lo Z N o06 U-Lu ® - Y i A U _vp l I I ® ■ I i I ® � _ _ ____ 7 -- __ > _ _ ___ i Wp ---------------- —----------------- -- — - — - -- — - — - — - — - — -- -- - -- — --- --- - --- -- 0 11B w(D 4 05 L---- — — — — — — L-------J �� AV U co STORAGE/RECEIVING OFFICE BREAKROOM OFFICE CLASSROOM MECHANICAL BUSINESS ASSEMBLY BUSINESS ASSEMBLY 704 SQUARE FEET 1,802 SQUARE FEET 645 NET SQ. FEET 163 SQUARE FEET 617 NET SQ. FEET - ----- -- - Lu OFFICE QBUSINESS mLEGEND & NOTES OCCUPANCY USE LEGEND 124 SQUARE FEET z O DOOR NUMBER ASSEMBLY 1,262 SQUARE FEET LL �N GATE NUMBER BUSINESS 2,193 SQUARE FEET W ®®0 0'LL U)0 EXIT SIGN MERCANTILE -INDOOR SALES 116,968 SQUARE FEET WEGRESS ROUTE/ TRAVEL DISTANCE (NOTES: MERCANTILE -OUTDOOR SALES 34,978 SQUARE FEET _5 U) a 1. REFERENCE "FP" SHEETS FOR FIRE PROTECTION Li '• INFORMATION. STORAGE/MECHANICAL 11,894 SQUARE FEET ORIGINAL 04/15/02ISSUE DATE: PERMIT SET LOWE ISSUE DATE; 04/15/02 VESTIBULES, CORRIDORS, TOILETS, ETC. 3,385 SQUARE FEET CONSTRUCTION SET rill, ISSUE DATE: { TOTAL SQ. FTG. 169,976 SQUARE FEET LIFE SAFETY PLAN DRAWING NUMBER: SCALE: 1:30 Al 03/18/02 T11-SNF 1 1 119-155-GCL LPCODE5 0 • 4.03 SINGLE SCORED SPLIT FACED CMU 7.02 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) GENERAL NOTES 4.04 SPLIT FACED CMU 7.03 SHEET METAL OVERFLOW SCUPPER 1.) FOM-FACE OF MASONRY 14.) APPLY SEALANT AT JUNCTURES BETWEEN 9'01 ■ p DIFFERENT MATERIALS AND AS OTHERWISE NOTED ON LO WEWE 4.05 SMOOTH FACE CMU. 7.04 ALUMINUM CANOPY. REFER SPECS AND ROOF PLAN. k 2.) FOC_ FACE OF CONCRETE THE DRAWINGS AND SPECS. :::*_::: HOME CENTERS, INC. 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. P.O. BOX 1111 N. WILKESBORO, NC 28656 3. MO- MASONRY OPENING CLEAR DISTANCE REQUIRED) 1 PULL SIDE INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S. ® ) ( 15. BRACE ALL STEEL STUDS ACCORDING TO 4.07 SINGLE SCORE SMOOTH FACE CMU ) _ • • „ 7.06 PREFINISHED METAL CORNICE 2.01 GALVANIZED CHAINLINK FENCE W 2 VINYL COATED BLACK FABRIC. REFER SPECS. / 4. N.I.C.-NOT IN CONTRACT. REVISIONS > MANUFACTURERS LIMITING HEIGHT L 240 . 4.08 AREA FOR FUTURE OVERHEAD DOOR OPENIN B.O. BEAM ®14 0 A.F.F. (/ ) „ 7.07 PREFINISHED METAL PANEL SYSTEM 2.02 GALVANIZED CHAINLINK FENCE W 2 VINYL COATED BLACK FABRIC. 5 8 HEAVY DUTY BLACK J- ___ _ __ _ PRE -BID SET POST BID SET / / , ,e O ISSUE DATE ISSUE DATE 5.) ALL DIMENSIONS TO FINISHED FACE OF WALL OR 16. INSTALL SMOKE BLOCKING ® 10 -0 AFF VERT FABRIC TO 8 0 ABOVE SLAB, UNLESS SHOWN OTHERWISE, REFER SPECS. 5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 FOR LA R DETAILS. 7.08 STANDING SEAM METAL ROOF ) IN T M MATERIAL OR AS OTHERWISE NOTED. o DATE DESCRIPTION 2.03 TRENCH DRAIN, R " E P M N ND STRUCTURAL. /, 5.02 TUBE STEEL BEAM 7.09 METAL GUTTER, PAINTED OR FULLY INSULATE ALL STUD CAVITY WALLS. i .:. PUSH SIDE 6. REFER WALL TYPE LEGEND FOR WALL CONSTRUCTION. 05.24.02 RA'"�•yG PLAN 2.04 6 H. CURB W 42 HIGH GALV. CHAIN I K FENCE W 2 VINYL COATED BLACK FABRIC. ) / 5 03 TUBE STEEL COLUMN 7 10 METAL DOWNSPOUTS PAINTED 17) REFER SPECS Q. FOUNDATION DETAILS FOR FENCES REFER SPECS. 7 '- 1 L G 2.05 GA IZ D CHA N NK FENCE YL C A LACK 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 ABRIC TO 8 -0" A.F.F. W/ 2" BLACK FABRIC ABOVE 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L. W/ BOT. @ 9'-6" A.F.F. REFER A-2.2 7.12 PREFINISHED MEDAL MEDALLION 8.) REFER SHEET A-6.0 FOR DOOR SCHEDULE 18.) NO GAP LARGER THAN 2" IS PERMITTED AT CHAINLINK 3.0 C 5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'-O"L W/ BOTTOM ® 9'-4" A.F.F. (INSIDE & OUTSIDE), 7.13 METAL CANOPY, PAINTED 9.) REFER SHEET A-6.0 FOR GATE SCHEDULE FENCES, GATES, ETC. TYP . U N O B . PATH 3.02 CONCRETE SIDEWALK REFER A-2.2 3.03 TACTILE WARNING GROOVES IN CONCRETE REF: STRUCTURAL 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOTTOM ® 13'-6" A.F.F. REFER A-2.2 8.01 OVERHEAD DOOR 10.) REFER STRUCTURAL SHEETS FOR CONCRETE SLAB 19.) EXTERIOR CONTROL JOINTS SHOWN ON A-2.0 PAINTING D R 8.02 HOLLOW METAL DOOR AND FRAME TYPICAL, PAINTED. 2 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 ® 9'-6" A.F.F. REFER A-2.2 ® 803 ALUMINUM STOREFRONT CONTROL JOINT INFORMATION. 20. ) MOUNT ALL SLIDING GATES ON OUTSIDE OF ENCLOSURE. SCALE: 1/8"= V-0" CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR. 11. FOR LOCATION OF FIRE EXTINGUISHERS REFER TO FIRE 5.13 4 PIPE BOLLARDS, REFER DETAIL 3/S-3.2 NU BER AND LOCATIONS ER ARCH. PLANS 3.05 CONCRETE PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 AND DOOR DETAILS. 8.04 AUTO -SLIDER DOOR, REFER A-6.0 PROTECTION SHEETS. 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER 5.14 6" PIPE BOLLARD REFER DETAIL 3/S-3. NUMBER AND LOCATIO S ER ARCH. PLANS 8.05 SHADE STRUCTURE, REFER SPECIFICATIONS AND DOOR DETAILS. � 12.) PROVIDE (2) 6" PIPE BOLLARDS AT GAS METER, IF STRUCTURAL SHEET S1.1 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL 5.15 CONCRETE STAIRS, REFER TO 1/A-5.0 ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW REQUIRED. REFER SITE PLAN & PLUMBING FOR SHEET S1.1 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1 /2" DIA.x4" EXPANSION BOLTS, COUNTERSINK, 11.01 TRASH COMPACTOR, NOT IN CONTRACT LOCATION. REFER, STRUCTURAL FOR CONSTRUCTION. 3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL @3'-0" O.C., MOUNT W/ BOTTOM ® 5" AFF MIN. 11.02 DOCK SEAL REFER A-2.1 13.) ALL UNOBSTRUCTED PATHS SHALL MEET ALL 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. 11.03 DOCK LEVELER REFER SPECS. GUIDELINES FOR ACCESSIBILITY AND TO BE PAINTED 4.01 BUILDING EXPANSION JOINT. 7.01 IRECT APPLIED ACRYLIC FINISH SYSTEM BY E.I.F.S. MANUFACTURER ON SMOOTH FACED 16.01 ACCENT LIGHT OSHA YELLOW. 4.02 CONTROL JOINT, TYP. CMU W/ FLUSH JOINTS 16.02 ACCENT PANEL 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 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR ATALATERTIME. 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 00 0 � O\ !1 G Q 0 71 0 0 CD �Ap00 n M ~ O a m 0 L LI Y U W 2 U n U • Q Q0 0 } m n/ LL z 2� O� 42'-2" i 16'-7" �8-5" LL L` CUSTOMER / I Q 7.1 1 1 A-3.0 0 LOADING CANOPY \ I M O O ® °' 41'-6" 41'- 41'-6" c` N N 3.09 3.02 7.13 3.03 3.09 I 2 A-5.0 TYP. `� 3.04 t SHADE STRUCTURE SHADE STR CTURE SHADE STRUCTURE j' j� j' I `j I I -" O a a a a a a �» LLJ 5/A-2.0 � 8'-0" x 38 -8' O Z L.L z CONCRETE - I - _ _ f fi --_- 0� -- -- _ _ _- -, ----- --- - - -- -- o o > Q Z U ISLAN WITH cn RADIUS EACH 48 r- 3.04 O V l U) � LL_ END a U- 5'-4» I _4» `� I 5'-4" 5'-4" c� � 1'-4" 1 - » ,- » >_ » ,_ - »» � ORIGINAL ___.. w 8 i 26 -0.. I 20 4 26 4 22' 0 I 20 -O" I 20'-4 � ISSUE DATE 04f1 5/02 29'-8" 34'-8t' �2-4" 31'-4" 28'-0" 8" 28'-0" 11'-8" 61'-8" 32'-0" 73'-11 1/2" 24'-0 1/2" g3'-8" 11'-8" 132'-8" PERMIT SET 04/15/02 ISSUE DATE: 2'- 6 155'-0" 469'-4" ( i CONSTRUCTION SET ISSUE DATE: C.1 1 9 6.03 22 NORTH DRAWING NUMBER: FLOOR PLAN 2,118/02 i0 A10_V2 SCALE: 1 "=20'4' 119-155-GGL LPCODE5 • • COPING END CAP :;.......;:...... WITH FULLY SOLDERED JOINTS. INSTALL ROOF MEMBRANE 0 W Emao PAINT. COMPRESSIBLE TUBE SUPPLIER PROVIDED ROOF L 0 W LAP WATERPROOF DIAMETER GREATER METAL FLASHING {' WALKWAY PADS W/ MAX 2 MEMBRANE OVER THAN DECK OPENING ;> SPACE BETWEEN PADS. HOME CENTERS INC. WRAP SINGLE PLY WALKWAY PAD COLOR TO GUTTER P.O. BOX 1111 N. WILKESBORO, NC 28656 PARAPET EDGE 2 1 2" SINGLE PLY > / / ROOFING MEMBRANE COOFBIN OVER TOP OF f MATCH THE COLOR THE REVISIONS f� S IV SINGLE PLY ROOFING — WATERPROOF HORIZONTAL ..........,: ,....,� •....: .. ;.-_ — . .. ...... — O ° EXPANSION MEMBRANE PLAN DIM PLAN DI PRE -FABRICATED I � PRE -BID SET POST BID SET MEMBRANE PREFABRICATED o it ISSUE DATE ISSUE DATE PROVIDE P.V.C. REDUCER I DATE DESCRIPTION JOINT CONTINUOUS OVER INSULATED ROOF CURB OUTSIDE FACE OF MASONRY IF REQUIRED i 1 i MODIFIED POLYCARBONITE ° EXPANSION JOINT STRUCTURAL STEEL » ASSEMBLY I ii I PANEL TRIM 05.24.02 <:2` RACKING PLAN CMU WALL SEAM PLATE COVER THI RF CURB BY EQUIPMENT 8 I I 1ii I ° SUPPLIER. FABRICATE LEAR, I i,I , 06.20.02 A CODE COMMENTS WITH FASTENERS 2X WOOD BLOCKING LEVEL X CURB ASSEMBLY TO TYP -' -- ±- ''L� C�12" O.C. MAX. CONT. - MATCH FIT SLOPE OF ROOF REGLET HEIGHT < REGLET FLASHING AND COUNTER- INSIDE I -T , I� OUTSIDE ° TERMINATION BAR ' w 14'-8' A.F.F. - I I 1 WITH SELF TAPPING DEPTH OF RIGID z 2 -6 FLASHING WITH SEALANT BY I l INSULATION TO ALLOW FOR MIN Q ° CONCRETE SCREWS z i i II POLYCARBONATE PANEL LEVEL TOP OF CURB GENERAL CONTRACTOR AT 4" OC BATT INSULATION _ RIGID INSULATION LI - SEAM PLATE WITH ft� o :._.:._.:... I I III 4"x 4" STEEL TUBE COLUMN GRAVEL GUARD I I FASTNERS @ 12" FASCIA METAL ROOF DECK O.C. MAX i I r' _ iII 2" SQUARE TUBE WALL GIRT -------------------------------- _--' METAL GUTTER, ROOF JOIST SINGLE PLY OLB.O. GUTTER (MAX) " " �-=--fir'------------ ,I I PANEL TRIM:....., - _ ROOF TOP HVAC ' " - 6' II '"-^ -- RE. 9/A-3.4 REFER STRUCTURAL ROOFING MEMBRANE 13 -0 A.F.F. :._.:.:.:... _ !-11111 �� REGLET H IGHT \ / UNIT, SIZE VARIES, i 4" SCHED. 40 WHITE P.V.C.— REFERI JV ;'t. " SPLICE ANGLE MAKE 2X CURB \ / REFER MECHANICAL i - II I 11 -4 A. .F. ROOFING SYSTEM. _ SHADE STRUCTURE, STRUCTURAL \ I I DOWNSPOUT BY G.C.; PROVIDE I I BASE THE SAME SHEETS t EEL —/I SEE SHADE STRUCTURE SHOP THICKNESS AS THE \ � / �-�--•'-•-•-•-�'� MIN. 3 STRAP ANCHORS AS I I ROOF STRUCTURE. 18 GA. SHEET METAL r DRAWINGS FOR DETAILS REQUIRED ' 1 REFER STRUCTURAL CONT.- REFER STRUCTURAL ROOF INSULATION FOAM FILLED I I i ! CENTERLINE OF INSTALL ROOF INSULATION IN ALL I I I " I 4 'x4 COLUMN THIS DRAWING IS THE PROPERTY O LOWE'SUCTION HOME ANCHOR AT 32 O.C. METAL ROOF DECK MEMBRANE/INSULATION UNGROUTED CELLS I I I I CENTERS, INC. ANY USEOR WITHOU THE EXIN PRESSED CRICKET W/ MIN l I I 1 WRITTEN CONSENT OOR RT IS F OW SO HOME CENTERS, PARAPET/GUTTER ROOF TYP HVAC EQUIP -ROOF JOISTS BEYOND ROOF WALKWAY SLOPE OF 1 /4" COPYRIGHT 2001 ALL RIGHTS RESERVED x THIS DRAWING WAS PREPARED FOR USE ON A PER FOOT - FLASHING EXPANSION JOINT CURB SECTION PAD LAYOUT GUTTER DETAIL GUTTER DETAIL S411510CSITE AT IS NOT SUITABLE FL 7 /� CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON =f/®s) 04/15/02 AND 1T IS NOT SUITABLE FOR USE DNA DIFFERENT PROJECT SITE ORATA LATER TIME. USE SCALE: 3/4" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1/4" = V-0" SCALE: 3/4"=V-0" SCALE: 1 1/2"=V-0" OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF i R Q P N.03 11 20 -0 20 -0 � _ I 20'x5' ALUM. '.. CANOPY I ;2.,..............`.:::::....:::........_.: .-,..-.`i I \.:... I I I I \ I I; ;`•..:........:::........::.-..,,:.-.... I I I I I 1 I t;: I �...1.. rn I 7 A-1 1 7 A-1.1 `` 1 I _I 1 in I 24'-2' It of CONTINU US RTU 20 I GUTTERpWI ( I 30'xSCANOPY :.• _ - - � � - R 12 ROOF INSUL. R 20 R00 INS L. DOWNSPOPTS RTU 19 6/A-3.3 I REFER TO SHEET r .'..^;:._.... A-2.0 fOR i::- .........:....... ,_....... `2:> ` : o f l 6/A-3.3 TAPER INSULATION AT I LOCATIONS; I it {. s. 1/4" PER 1'-O" TO 7/A-1.1 "f R-12 THICKNESS TYP. SIM ... CONTINUOUS 22'x6' ALUM. " (TYP.) g - - - - - - - - -I::.: - t - �— - — : 7 I -.. -., GLITTER-W� CANOPY � - -'--• .... .. •' I DOWNSPOUTS :I / la o i CMU PARAPET W METAL ' I 1 REFER TO SHEET COPING LADDER W/ 2'-6" ROOF I` A-2.0 FOR 22 -0' WALKWAY PAD AROUND LANDING. LOCATIONS ` I 6/A-1.1 r 0 F / ROOF EXPANSION JOINT °' ' AND EDGE OF WALL `.- RTU 1 co _ _ �T PTI 1 1 TI 1 1 � RTU 14 � BELOW ROOF �� F C� 4/A 1.1 TYP 10/A-3.4 �.:-" :;` 1/4" PER V-0" TO / R-12 THICKNESS (TYP.) SPECIFICATIONS 1 3'-0" 6/A-3.3 7 A-1.1 tY I RTU 9 RTU 10 RTU 11 i RTU 12 RTU 13 PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • • 4 0 O 00 Via" E t o o o r-, q 5 IO9� , 0 0 • =<? - 7T7' .77 -1/4"PER FOOT SLOPE ,. ,. 6/A-3.3 ; ',NOTE: CRICKET, TYP; ? 6/A-1.1 ...Z% F-�1 N f_ K .. ` ;: REFER STRUCTURAL SHEETS ..;' i {r; O z N --------------------- SIZE, FOR SATELLITE DISH MAST 0 ,, - LOCATION AND FABRICATION. � p � STEP IN PARAPET ' FURNISH AND INSTALL METAL CMU PARAPET W/ r' 0 Lo 1 1 BASED FLEXIBLE BOOT, METAL COPING %% ! m REFER SHEET A-2.0. : 0 RETR CTABLE ER, A .....r` ACCEPTABLE HE ROOFING `•-.....- ,•- ; :• ` MANUFACTURER, ROUND MAST� U � � j1 I AT ROOFING LEVEL, PAINT Lu J _ MAST LIGHT GRAY. I z SHAD FABRIC 1 .� I 2/A-1.1 3/A- I 1.1 I i HVAC CURB, TYP Q 3 00 - - - - - - - - - - - - 1 RTU 8 RTU 7 RTU 6 I RTU 5 RTU 4 W cc) --- ----- ---------- I I z ® • I I SLOPED METAL ROOFING o a BEHIND MAIN BLDG SIGN Q I tl I L j I o I m cf)lo jl I I II I Y 2.01 i CMU PARAPETS & PILASTERS :,2_ c� v z s W/ METAL COPINGS / `'. Q ( � v - - I I - _-----_ --- - I - _ RTU 2 _ 0- ..., 3 ERV 3 I w J 0 o RTU 1 9 A-3.3 o Q I J cm n z 7/A-3.3 R � CMU PARAPET W/ \� +; METAL COPING: o ® O LL DO 1 I Ln - - - - - - - - - - - - - - - - - - - - - 1 - - - - -- - - - - - _ 1 z LL06 O .ri i - CMU PARAPETS AND r. r� Mi 4/A-3.0 'PILASTERS W/ METAL n COPINGS ' Ll.. O a a a� W Lo �: 00 32'x6' METAL CANOPY `� ®�j' 7` U 76 x6 METAL CANOPY , # O ® QLLI .J u) c/ ° ABBREVIATIONS: a - - - - - - - - - - - - - r - - - - I- - - - T - RTU = ROOF TOP UNIT _ _ _ _ - - - - - • • ORIGINAL REF = ROOF EXHAUST FAN 04/15/02 ISSUE DATE: SMEF.....=,_SMOKE EXHAUST. FAN;.......,.- •., ' ERV = ENERGY- RECOVERY VENTILATOR M PERMIT SET ISSUE DATE: 04/15/02 < Q Q CONSTRUCTION SET 0 0 ISSUE DATE: ROOFPLAN DRAWING NUMBER: 1 SCALE: 1"=20'-O" 03/18/02 C.11 B.29 B.03 .22 All-V2 A-1,1 0 0 0 0 119-155-GCL LPCODE5 • • • , Y Y ZL R Q P.36 G F D C11 C B.29 B A22 �LOWEES z = HOME CENTERS, INC. M N N N ZLd D 1 12 (� P.O. BOX 1111 N. WILKESBORO, NC 28656 r7 r7 r7 M U N LL- _J M U M J \ I I I I u O O U u ual_ 1 � z I'7 I'7 N : Z = a_ U � U Q O O ,pomo-----------------------•*•---------------------------� U I I I I US 0IO II ¢ O 0N d 0Um U U I0U ¢ U 0¢ NBr-¢ OOO O ^- - - - - - - - - - - �- I - T - o- - - - - _�rI¢ I- J o-rLI` . - - - - - - - m M CT.O. STUD MASONRY -= 28 -8 O E EN*WA N FINISH FLOOR T 1 I gL N�-LN01-011- - - - _ - - ❑ - - _ - - - - - = F r mt - , F. I EDGE OF SLAB �•ti..� - - -8s SLOPE 1 0 / 1 : 01A 1 1 B 08 05 03B 02B 1'-6 7" - 01 F - - - - - - - - - - - - - - 23C - - - - - - - - - �- ---- ------ ------ ---- ---- ---- ---- - - - -- ---- 1A-2.1 4 A-2.1 ----------------- ------ 6 A-2.1 30'-8" 26'-0" 30'-0" 26'-0" 20'-4" 0'-0" 132'-8" 102'-0" 76'-0" 46'-0" 20'-4" CJ ON GRID LINE 2 16'-0" 27'-0" 27'-8" 37'-4" 34'-8" 31'-4" 34'-8" 28'-0" 28'-0" 28'-0" 15'-4" FRONT ELEVATION 431'-4" 425'-4" 398'-4" 370'-8" 333'-4" 298'-8" 267'-4" 221'-0" 204'-8" 176'-8" 148'-4" 5 SCALE: 1"=20'-0" A-1.0 I I w _ J ¢ A zoO oow ogI a 0mg Q w z n3 z0 0 K L M N ONO U P Qmzz tL Q ¢ O ¢ 0 Q nTi O � 0 � w T w- 1 o z ~r- 0 R 0 m 0 0 m I 0 I h Q Io U m Q 0 Q U h O LLI 00 O I I 0 O 0 0 0000 MNT.O. STEEL o I N N `r N NN rLn o 0Or- 44 -0 Lri 0 Ln 0O 0 O 0 o 0 �II�\\ 0 0 1 • uG.•►:1 \-F 28'-8" T.O. MASONRY 22 -0" B.O. CANOPY 15' - 4" 0'-0" CONTROL JOINTS 2'-0" 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/ L IN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. REF P CS. 75'-0" GT .05 GALVANIZED CHAIN LINK FENCE W IN E LAC C TO 12 - 5/8" AVY DUTY BLACK FABRIC TO 8 -0" A.F.F. W 2" BLACK FABRIC ABOVE 3.01 CONCRETE RETAINING WALL. REF: CTURAL 3.02 CONCRETE SIDEWALK 3.03 TACTILE WARNING GROOVES 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 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'-01 W/ BOTTOM ® 13'-6" A.F.F. REFER A-2.2 5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-O"L W/ BOTTOM ® 9'-6" A.F.F. REFER A-2.2 5.13 4" I R EF R ETAIL 3/S-3. NUMB R AND LOCATIONS PER ARCH. PLANS AND DOOR DE AIL . 5.14 6 PIPE BOLLARD REF TAIL 3/S-3 NUMBER AND LOCATIONS PER ARCH. LA S NO O AILS. 5.15 CONCRETE ST IR , REFER TO 1 /A-5.0 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1/2" DIA.x4" EXPANSION BOLTS, COUNTERSINK, @3'-0" O.C., MOUNT W/ BOTTOM @ 5" AFF MIN. 6.02 4x8x3/4" CDX PLYWOOD W/ TOP @ 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 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. 7.05 PREFINISHED METAL COPING. REFER TO PF- FINISHES. 7.06 PREFINISHED METAL CORNICE 7.07 PREFINISHED METAL PANEL SYSTEM 7.08 STANDING SEAM METAL ROOF 7.09 METAL GUTTER, PAINTED 7.10 METAL DOWNSPOUTS, PAINTED 7.11 EDGE OF CANOPY ABOVE 7.12 PREFINISHED MEDAL 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 �w �_ mQJ F z wz �O NO 8 CD z z wo 0 1 2 z z 0 0 J J 3 A-2.1 ------------------ r O O 4 O I F rt •OILT.O. STUD MASONRY I Q \Aw28'-8" I \ TET T.O. MASONRY I - - 24'-8' 1 1 1 1 1 1 1F I ] T.O. FENCE 12'-O" I ; FINISH FLOOR 0 -0 \ FINISH FLOOR 0- `------------- -�-'0� ' 22'-0" 0'-0" ® NOTE: WRAP SPLIT FACED CONTROL JOINTS 24'-0" CMU FROM FRONT 2'-0" ELEVATION AROUND 2'-0" -7 SIDE E L EVAT I O N CORNER TO 2'-0" C.J. i SCALE: 1"=20'4" A-1,0 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) NA NATURAL ANODIZED (ALUM) NOTE: PAINT & PREFINI ED C L R E COORDINATED WITH THE SPECIFICATIONS AND THE 3 SUPPLIERS i m a_ I o O LL a_ o o g z m � m u z 9 0 8 7 w JO W V) � � o mz w I O O W Z F- O z wOwo�LLLj m 3 o zmzUmJ 4 5 z oz� J wz0-j m O m U U z o LL_ a_ o > ¢ 0 0I-_J0:- I :E \ U C!1(n¢afU(n U mlcl_� T.O. MASONRY 28'-8" 71" 46'-8" 68'-0" 88'-8" 110'-8" 132'-8 15E N w w Q z � U LLI w 6 L` 5 ``' 4 z z w w z O J Q J \ w z O z Ln m - 2 516'-8 0 Q z af LLI U O (-D Q ::D a- m¢m m LLI Z REAR ELEVATION 4 zm Noo �o�oo SCALE: 1 "=20'-0" A 1.0 6 �- 7 � 8 0 N 9 0.. w w z a w U 0 u U C� O O O IT.O. MASONRYjk 17'-4 ° T.O. MASONRY _ 26-0---- --- T.O. MASONRY ---- ------ 24-8 T.O. MASONRY 22 -0 I I I FINISH FLOORAk 11 -----0-0 23'-4" 22'-8" 23'-4" 32'-0" 7 A-2.0 AT FENCE 179 -4 202 -0 225 -4 257 -4 RIGHT ELEVATION OLL 3 SCALE: 1"=20'-0" A-1,0 w 0 m z_ U 0 w 3 L` Y Li z w J 0 o I z z Q Q EL W-1 J I J a Z m 0 w Lu z o z w 00 F-- w v) z w 0 z Q ~ O Z V) � I 9 J 8 w 0 Q 7 I � �o~m 6 0 00 5 4 3 a w L¢LI w m o w ° Q�-�w J 0 0 0 (n (n J W � WU�W O Z mmw� z O W U Y Y � CU '' "f LLI z U J W Z W z 0 0 w z O a oz0 ¢ z I-w o m I I� o o C) 0 0 0 0 o oo0O1-Q� M o0 r� n I- Q ¢ U V) m Cn 3- ~ -I-Cn I--- IIILn O Ln rn N W a O W ,� N L� d Q r7 oI O O Do d- o O 00 O 1--1 O 1- d O I- 00 ¢ Imm¢mUV I i n 8 2 1 0 i---------- T.O. MASONRY 24'-8" qv FINISH FLOOR 0'-0" MV 2 LEFT ELEVATION SCALE: 1"=20'-0" A-1.0 co m 0 2 1 0 0 CD a z J � (n U 0 ao _ - _ ( T.O. MASONRY I I 24'-8" F1 _ FINISH FLOOR jk ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW I 10 I L u o1D I o1c o16 1sB 15 - 0-0, 17C 17B 17A 5 A-2.1 11.01 TRASH COMPACTOR, NOT IN CONTRACT 0'-0" 14'-8" 41'-4" 34'-4" 22'-8" 23'-4" 23'-4" 22'-0" 22'-0" 20'-8" 21'-4" 27'-4" 11.02 DOCK SEAL, REFER A-2.1 CONTROL JOINTS 14'-8" 56'-0" 88'-0" 110'-8" 134'-0" 157'-4" 179'-4" 201'-4" 222'-0" 243'-4" 270'-8" 11.03 DOCK LEVELER REFER SPECS. REAR ELEVATION � LEFT 6 SCALE: 1"=20'-0" A-1.0 ELEVATION/SECTION 03118/02 16.01 ACCENT LIGHT 16.02 ACCENT PANEL A20-V2 SCALE: 1 "=20'-0" A-1,0 119-155-GCL LPCOD _:5 REVISIONS PRE -BID SET //�� POST BID SET ISSUE DATE L� ISSUE DATE DATE DESCRIPTION 05.24.02 RACKING PLAN 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 04115/02 AND IT IS NOT SUITABLE FOR USA 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, • s 0 � o ao � c, CZ o o • mop ono 0 Ln o °O • M 0 a N LO O zN O -M O c6 m CD wo U L CO Lu Z I�1 Y 0 W 0 W� F__� U� C3 w0 Z c j O w d' � co z® co r U � w m • • Im I� I I U Z O , !00 W 0i W LL I cLe O I my f o �h � �- W W Z L !z z w _j L<JJ v) (1) ° a B • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: A-2,0 Y Y e • KEYNOTES 1.01 L®W'`' 1.01 EXTERIOR SIGNAGE FURNISHED AND INSTALLED BY LOWE'S. CONTRACTOR IS TO SUPPLY AND HOME CENTERS, INC. INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S. P.O. BOX 1111 N. WILKESBORO, NC 28656 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 REVISIONS SET BID FABRIC TO 8'-0" ABOVE SLAB, UNLESS SHOWN OTHERWISE, REFER SPECS. O SSUEIDATE SOSUE ST DATE T 2.03 TRENCH DRAIN, REFER PLUMBING AND STRUCTURAL. DATE DESCRIPTION 2.04 6"H. CURB W/ 42" HIGH G LV. C IN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC. 05.24.02 RACKING PLAN REFER SPECS. (75'-0" IN LENGTH) w 2.05 GALVANIZED C VINYL COATED BLACK FABRIC TO 12'-0" A.F.F. 5/8" Q HEAVY DUTY BLACK FABRIC TO 8-0" A.F.F. W/ 2" BLACK FABRIC ABOVE 3.01 CONCRETE RETAINING WALL. REF: STRUCTURAL M ii `) a N _ cr_ w I I I I 3.02 CONCRETE SIDEWALK �"' M a M N w J z a N r 0 o Fw v Of I j w I I 3.03 TACTILE WARNING GROOVES IN CONCRETE REF. STRUCTURAL Ei i X w o 0 LL < 0 i J O U p O tl J w 0 3.04 CONCRETE FILLED ISLAND REFER TO CIVIL DRAWINGS AND STRUCTURAL. INFILL BY BUILDING I Q w a Q I w O O Q O w m 0 � U O w O w � O to %- 0 c� z z r I Ln CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR. O z z _ Of z 0 o J w z � z o o w J - c� o - Q ASONRY w o - o z I w I 0_ 0 oni 0 N D 0 z N , 0 N I M z z m 3.05 CONCRETE PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEET S1.1 0 � '�,, 00 00 `' J uo WT I W j o 48 -8 a Q w o 0 00 a z Q J O 0 J 0 Z O O c" \\�� J J 0 J(Y Of a d O J ZJ V) F- h- 11 �- 0- i- J 0_ O O 0_ 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER Q w Q LLJ w J Q nK w ¢ 0 Q Q Q H Q H u' Q ¢ Q Q w STRUCTURAL SHEET S1.1 L` L` L o " " z � � � v o 12 / \ z z z � z � L` G m �W w � w cU, F � 0 � 0 _ � �LJ �LJ �i � � �J o � o � � � � � Li P Li Q 0¢ cn 0 U 0 0 :�i 0 Q 12 0 6� Li :2 O = 0 0 0 0 0 0 Lu 0 0 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL N ucol N c0 m d r7 LO N �r- n�2 Lfl N Ln N I- Nr- d N rn c0SHEET 51.1 Q � � � � � � `° � mlc_� � � �: m d- � d- � O \\��\ h 3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL F THIS DRAWING IS THE PROPERTY OF LOWE'S HOME 3.09 1 2" COMP. JOINT FILLER W SEALANT FULL DEPTH OF JOINT I ( 36 -g SONR /� C11 PART IS ENTERS, INC. ANY USE OR WITHOUT THEE PRE WHOLE / / ( ) T.O. 33'�1" ,� T.O. MASONRY WRITTENCONSENT BOF OWES HOME CENTERS, NC. 4.01 BUILDING EXPANSION JOINT. 33 -4 MASONRY COPYRIGHT 2001 ALL RIGHTS RESERVED 30'-8' T.O. M SONRY - T.O. MASONRY STIPULATION FOR REUSE 33 -4 _ 30 -8 SPECIFICSITEAT SANFORD,FL 4.02 CONTROL JOINT, TYP. THIS DRAWING WAS PREPARED FORUSE ONA T.O.VCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 4.03 SINGLE SCORED SPLIT FACED CMU MASONRY ® Q. E - Q• 04/15/02 AND IT IS NOT SUITABLE FORUSE ONA 4'-0" l-rl- � r I - � � T-T� i � � 1-ITITT �I � �f-f DIFFERENT PROJECT SITE ORATA LATER TIME. USE 4.04 SPLIT FACED CMU 28 -� - r TYP. 1 'I- ^ » 7Tl T OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON h I I - ANOTHER PROJECT REQUIRES THE SERVICES OF 4.05 SMOOTH FACE CMU. "O 4'-Q" - REPRODUCTION OF THIS DRAWNGFORREUSEON �- - ANOTHER PROJECT IS NOT AUTHORIZED AND IS 4.06 4" H. RADIUSED CMU ACCENT BLOCK --LTYP. CONTRARY TO THE LAW. 4.07 SINGLE SCORE SMOOTH FACE CMU T.O. _ o - » STEEL 4'-0 Q. w FI0 E 1 PIR VE EN WA EH uS 4.08 AREA FOR FUTURE OVERHEAD DOOR OPENING, B.O. BEAM @ 14 -0 A.F.F. I - 5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 FOR LADDER DETAILS. _ EQ. EQ: ` I- EQ. EQ. 5.02 TUBE STEEL BEAM B O -F73-1� - - - - B.O. CANOPY t I I I 5.03 TUBE STEEL COLUMN BAN D 11'-4" 11 -4' o 5.04 DOWNSPOUT COVER, PAINTED =F= 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L. W/ BOT. @ 9'-6" A.F.F. REFER A-2.2 Q. ���6'-0' EQ: r- Q 2'-o'gEQ. 5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'-0"L W/ BOTTOM @ 9'-4" A.F.F. (INSIDE & OUTSIDE) REFER A-2.2 =--j IIIIIIII• e 5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOTTOM @ 13'-6" A.F.F. REFER A-2.2 S'L B r w) !- - 5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-0"L W/ BOTTOM @ 9'-6" A.F.F. REFER A-2.2 0 -0 116 03B 5.13 4" PIPE BOLLARDS, REFER DETAIL 3/S- NUMBER AND LOCATIONS PER ARCH. PLANS 08 05 02B AN OR DETAILS. 5.14 6" PIPE BOLLARD REF T -3. UMBER A L CATIONS PER ARCH. PLANS m ND DOOR DE ILs. / ENLARGED ELEVATION 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, @3'-0" O.C., MOUNT W/ BOTTOM @ 5" AFF MIN. 6.02 4x8x3/4" CDX PLYWOOD W/ TOP @ 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT PRIOR TO MOUNTING. 7.�RECT APPLIED ACRYLIC FINISH SYSTEM BY E.I.F.S. MANUFACTURER ON SMOOTH FACED Q MU 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. 7.05 PREFINISHED METAL COPING. REFER TO PF- FINISHES. 7.06 PREFINISHED METAL CORNICE 7.07 PREFINISHED METAL PANEL SYSTEM 7.08 STANDING SEAM METAL ROOF 7.09 METAL GUTTER, PAINTED 7.10 METAL DOWNSPOUTS, PAINTED 6 SCALE: 1/8"=V-0" A-2.0 z R wLrL ozdr J m L U) I__ m Z m mZ I z N Oa- ww } U U7 >_ LLJ - w Llim 1- w 0 Q Q m IQ2 z~ N I j UzUQ�_ LLJ u� ZLd Lj w LL.LLJ wI- (5 m¢ J U W Q W W¢m LLU w _ wFr D m Ld Fj)U1 w Of z U m r W ww3�: O O O O O J U cn CDCD U) cn cn 0 1- o > ooo Z Ld 0Ef- vi w z J z Ld mQ zz w am N LL: M.0 Mm m w Q O o :2i »o x0 w UOf=CL- �L z f- J cn LL.I U m m 1-- U W :�i Li Z cn LL :2 Li U � Q N O N _ Ln OO N N LID O O • O COOOO X 010 U U m c0 O • 7.11 EDGE OF CANOPY ABOVE 7.12 PREFINISHED MEDAL MEDALLION T.O. FRAME zL 7.13 METAL CANOPY, PAINTED 30 -8 8.01 OVERHEAD DOOR T.O. o MASONRY/FRAME 8.02 HOLLOW METAL DOOR AND FRAME TYPICAL, PAINTED. 28'-8" 1 c� c _ o 8.03 ALUMINUM STOREFRONT. - - - -w - - -RDE - - - - - - - w .. - .. " 8.04 AUTO -SLIDER DOOR, REFER A-6.0 o 4.'-0" o I i" _ i ��, ... ii TYP. - {i - _ pO 8.05 SHADE STRUCTURE, REFER SPECIFICATION- 11 -6 ... T.� I7 .. rn r 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, C ALL GUIDELINES 0ACCESSIBILITYEQ. e� .� Q F R AND T.O. TUBE STEEL w ���� EQ.. .� w SEAL WATERTIGHT „ 11.01 TRASH COMPACTOR, NOT IN CONTRACT TAPER FACE OF - - - - - - - - - - _ 18 -4 EQ EQ \\\ `�T - • p o OC - C0 11.02 DOCK SEAL, REFER A-2.1 SHELTER ACCORDING DOCK SHELTER. SEE 9 -4 TO MANUFACTURER'S SPECIFICATIONS FOR M.O. 11.03 DOCK LEVELER REFER SPECS. RECOMMENDATIONS MANUFACTURERS. C.L. RAIL , .` _ �'� 12'-0" A.F.F. --- r, __� _ j - - -� - -- _-- 16.01 ACCENT LIGHT FIXED FRAME I 7'-0" 16.02 ACCENT PANEL SHELTER ROLL -UP DOOR SEE I i o SCHEDULE I I o ^I i _ t o C, STEEL BUMPER I I I r GUARDS 00 F� � • • 2'-6" DRAFT PADS (FOAM) SET TOP OF PADS ( I �i �r - � LL EVEN W/ FIN. FLR. d� T.O. FIN FLOOR Cp SEE SITE GRADING I I --- 00 o1a04 PLAN FOR SLOPE. i EDGE OF SLAB 5 1 c 4 v N -- - -_ --I-- -1 6 7 8 37'-2„ I 16'-7" O 4'-2" O 8'-10" � o Z EOD LEVELER OR DOCK FE O 00 LEVELER. SEE ENLARGED ELEVATION _ r h [-� MLID 4" BUMPERS SPECIFICATIONS FOR OF DOOR AND DOCK m O ANUFACTURER (LEVELER AT 0 2L T.O. MASONRY 30 -8 T.O. ` MASONRY/FRAME 28'-8" T.O.STEEL 18�T- SIDE ELEVATION DOCK 5 SCALE: 1/4"=1 O r7 � I w n Q w U LLJ m z C� NLij I j 0 o U M Ld > U I " I cn w Q w - w Q � LJ Q U U F- 00 mLcA 0 0 O I I N r 00 4'-0 ' -- o EQ. 3m ml n m -E I r T.O.MASONRY JOIST BEARING 13'-4" L VELER OR E.O.D. DOCK LEVELER FRONT ELEVATION SHELTER '-0" A-2.0 r 2 a. LL 1 LL LL �a _ W < w � Q I m U = z r LL_ N �} LL U - W LL O Ld O IJI Z m (n w Q J D-- W VV D' LL Z w U w = O O LL: Lwi. Q U F-- Li m U LLJ U O 91 mc") co r- r� EQ. 4 0° T - 0 TYP. I >_ J w w w 0 n T.O. FRAME 30'-8" T.O. MASONRY/FRAM 28 -8 T.O.STEEL 18'-4" T.O. SLAB 0 ZCf) O U W w mZ �O w � U U J W Lu Q U U OZ cif Z w v O Ld _ � U U 0 Lu H fi wl V) :�E ® nT r\ 4 SCALE; 1/8"=V-0" A-2.0 0 O Z Fm- }O- U lj W m < °- �t I z � Q Luw U J _J w0Q z = Z z � U LLJ LLJ O J O O w0 I I N I IJ- U I- U U a:: m a p m F-- W U m Q Z A.22 F< Q ow= > w U W W fi => F- lE Q :2 :2 w U V U U nnn nnn nnnn III I - _ II,II O'-O" 23A 166 15 O -O T.O. SLAB ���i�t_i_i_ii I I I I I I 23C O - O T.O. CURB REF: CIVIL ENLARGED ELEVATION ENLARGED ELEVATION ENLARGED ELEVATION 3 SCALE; 1/8"=V-0" A-2.0 2 SCALE: 1/8"=V-0" A-2.0 SCALE: 1/8"=V-0" A-2.0 0A21-V2 A21-V2 119-155-GCL LPCODE5 zI O F_ 1 LLJ W W O ° �0 Lu L- Q J Lu �-- Z Z LLI LLB 0 rU)^ UO I..LJ Z Y U 0 I- > m `. W O I-- O O Q " Lu C6 00 N � r i m I z O �d J � LL ® rn O o U- z z w o mw t ► a ► a L a WErmS° HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 • = • FIRE RESISTANCE RATINGS - ANSI/UL FIRE RESISTANCE RATINGS - ANSI UL REVISION S 1999 FIRE RESISTANCE DIRECTORY 1999 FIRE RESISTANCE DIRECTORY PRE -BID SET POST BID SET O ISSUE DATE � ISSUE DATE DESIGN NO. U428 DESIGN NO. V417 DATE DESCRIPTION NONBEARING WALL RATING - 2 HR NONBEARING WALL RATING - 1 HR10-5.24.02 ZL RACKING PLAN i f 101,5liiiilMilieiN1! 4 3 i..l.,. �..i.�.....�.,.iair1! 1 ? 1 4 ; 3 ii:,illli;llitili ;l•;:iilil Idlldrll 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 600 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-B 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 UL DETAIL U428 1 O SCALE: NTS 1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, FORMED FROM MIN NO, 25 MSG (MIN 20 MSG WHEN ITEM 4C IS USED) GALV. STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. 2. STEEL STUDS - CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM MIN. NO. 25 MSG (MIN 20 MSG WHEN ITEM 4C IS USED) GALV. STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS* - MINERAL WOOL BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. ROCK WOOL MFG. CO. - DELTA BOARD. ROXUL INC. 4. WALLBOARD, GYPSUM* - 5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. AMERICAN GYPSUM CO. - TYPE AG-C. CANADIAN GYPSUM COMPANY - TYPES AR, C, IP-X2, SCX, SHX, WRC OR WRX. CONTINENTAL GYPSUM COMPANY - TYPES C05-5. CG6-6, CG9-9, CC-C, CGTC-C. G-P GYPSUM CORP. - TYPES 5, 9, C, GPFS6, GPFS-C. JAMES HARDIE GYPSUM INC. - TYPE BG-C. NATIONAL GYPSUM CO. - CHARLOTTE, NC - TYPES FSK-G, FSW-G NATIONAL GYPSUM CO. - RIYADH, SAUDI ARABIA - TYPE FIR OR WR PABCO GYPSUM CO. - TYPE PG-C REPUBLIC GYPSUM CO. - TYPE RG-C STANDARD GYPSUM CORP. - TYPE SG-C TEMPLE -INLAND FOREST PRODUCTS CORP. - TYPE TP-5 UNITED STATES GYPSUM CO. - TYPES AR, C, IP-X2, SCX, SHX, WRC OR WRX WESTROC INC, - TYPE WESTROC FIREBOARD YESO PANAMERICANO SA DE CV - TYPES AR, C, IP-X2, SCX, SHX, WRC OR WRX 4A. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEM 4) - NOM. 3/4 IN. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1-1/4 IN. CANADIAN GYPSUM COMPANY - TYPE AR UNITED STATES GYPSUM CO. - TYPE AR YESO PANAMERICANO SA DE CV - TYPE AR 4B. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEMS 4 AND 4A) - 5/8 IN. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. CANADIAN GYPSUM COMPANY - TYPE WSX UNITED STATES GYPSUM CO. - TYPE WSX YESO PANAMERICANO SA DE CV - TYPE WSX 4C. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEMS 4, 4A, 48) - 5/8 IN. THICK GYPSUM PANELS, INSTALLED AS DESCRIBED IN ITEM 4 WITH TYPE S-12 STEEL SCREWS. THE LENGTH AND SPACING OF THE SCREWS AS SPECIFIED UNDER ITEM 4. CANADIAN GYPSUM COMPANY - TYPE FRX UNITED STATES GYPSUM CO. - TYPE FRX 5. JOINT TAPE COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOM. 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL - NOT SHOWN) - RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN, OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 PAN -HEAD STEEL SCREWS. NOT FOR USE WITH TYPE FRX GYPSUM PANELS. * BEARING THE UL CLASSIFICATION MARKING n UL DETAIL V417 SCALE: NTS FIRE RESISTANCE RATINGS - ANSI/UL 1999 FIRE RESISTANCE DIRECTORY DESIGN NO. U905 BEARING WALL RATING - 2 HR NONBEARING WALL RATING - 2 HR U U HORIZONTAL SECTION 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 PERLITE 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 (ITEM 1). CELOTEX CORP. - TYPE THERMAX * BEARING THE UL CLASSIFICATION MARKING UL DETAIL U905 8 SCALE: NTS IL A 5==:: C ro n W U) J Z �Ld Q Q � O LIJ O F � p Q O W U-I J bi �m U OI Q J m LUJ Q 1- LiJ W Ld W =- Cn0 O~ OJ O p 0 Q Wm J z Y O X W Q J Q ov w D o J Q CEILING 9'-0" > _I J;¢ m Q� cflm cnmcncn >m WC>2i U OIL B.O. SOFFIT 8'-8" 1 i i i i / / O O ` � I 10 OL FINISH FLOOR ` " 0'-0" 25 28 LEVATION ALCOVE 129 7 SCALE: 1/4"=V-0" A-1.0 CEILING 9'-0» B.O.AL BULKHEAD 7'-0" FINISH FLOOR 0'-0" Z h� W W J Cn O m Q W m v) J 0_ V) Ld V) J J Q 0 Z_ p V) Ld - n W J �O O J Z (0 (n bi Z W Q 0 J W U W J Q Of Q m W I- ZO a Z U QZ W W O W m U LdWm QU U Q W 1 1 / / / 1 \ L' :� �O QW Q �_ -00 Q d = r�J W 28 ELEVATION @ ALCOVE 129 6 SCALE: 1/4"=V-0" A-1.0 D y E o o y y y o m OVERHEAD DOOR FDOOR SIGN. REF: DOOR 02C ON A- 3.0. 1 B.O. B 10'-0"OIL AM 2 CMU WALL (PAINTED) 0 B.O. BEAM 02C B.O. BEAM CMU WALL (PAINTED) 0 2 8 -8 8 -8 (:E _ CJ 23C CJ CJ CJ 01F ® J 23'-4" J 23'-4" J 23'-4" J 02A 58'-0" J 18'-4" J 18'-4" 04 30'-8" J D 11A 42'-8" J 35'-4" J 35'-4" J 01A 28'-0" 0'-0" 336'-8" 313'-4" 290'-0" 266'-8" 208'-8" 190'-4" 172'-0" 141'-4" 98'-8" 63'-4" 28'-0" FINISH FLOOR 0'-0" COLUMN LINE 2 THIS DRAWING IS THE PROPERTY OF LOWS 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 SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04h5/02 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 ® • CD 0 00 0 00 � 2 > o o M ' Q, O V C V g O Q � 1 v oo� o� 0 p OC 0� o � 0 a s ELEVATION QZ 5 SCALE: 1 "=20'-O" A-1,0 U LID ~ O ® z � AV AskM" 0 o0 N M L K J H y F E D C B A 1 m� LU J cY) B.O. BEAM 10'-0" ! i 2 M T.O. 9ONRY „ CMU WALL (PAINTED) 2 2 2 CMU WALL (PAINTED) 2 B.O. BEAM I I 14'-0" 17D 1 �E CJ CJ CJ CJ CJ CJ CJ CJ 19 CJ 01 J CJ J ,_ J 01 E ,- >, J ,_ „ J 01 G 38'-0" J 01 H (11 - ' J 25'-4" 0'-0" z 0 U O W (> FINISH FLOOR LU 0'--0' COLUMN LINE 8 H - O ' � O w c6 C 00 to 1j ZH L_= E-1 L AFINISH FLOOR i ` CJ 01 B CJ CJ CJ CJ CJ 01 C CJ CJ CJ 01 D C 17A 17B 17C CJ 0'-0" W j01 I l' tJ U-1 U_ 00 O 2SCALE: 1"=20'-O" A-1.0 = y Q) 1 8 LLjLLJoZ i-I 0 L 9 8 7 6 5 4 3 Z 06 O U)C/) • • ORIGINAL >XX5<1 ISSUE DATE: 04/15/02 PERM T SET cavil vn 2 CMU WALL 3 CMU WALLISSUE IDATE: 04/15/02 SECTION FRONT VIEW (PAINTED) (PAINTED) CONSTRUCTION SET ISSUE DATE: FORK LIFT I ® o FINISH FLOOR DRAWING NUMBER: 22A CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ 0'-0"� PREVENTION BAR ELEVATION °A22�z A-2.2 3 SCALE: 1/2 -1 -0" "= ' i 19-155-GCL A-1,0 1 SCALE: 1"=20'-O" A-1.0 LPCODE5 wU� (6 co ELEVATION • • 4 SCALE: 1 "=20'-O" A-1.0 3 4 5 6 7 8 0 Lu U LU UNI-TRACK (ATTACH (n i TO BOTTOM OF BAR 3 OPENING OR Z JOIST) a B.O. BEAM CMU WALL 10'-0" TRASH COMPACTOR BEY ND O Q B.O. BEAME.O.BEAM CMU WALL l�BOTTOM OF BAR 1 _0» (PAINTED) 10'-0» (PAINTED) 2 I �� JOIST BEYOND WALL 3/8" CHAIN I r3/8" DIA. BOLTS WITH EYE -LET, NUT, & WASHER /--6" DIA. SDR 35(��) PVC (PAINT OSHA BOTTOM _7 YELLOW 4'-0" 2'-0" FINISH FLOOR o � w I LENGTH VARIES w Q Q SEE A-1.0 Q > Li> w 9 e 2.0 2.01 COL 0 1 1/2" EIFS APPLIED I 6 I i i 8 2 LAYERS 3 LOWE �S� I 2 LAYERS 3/4" CDX PREFINISH GE TO 1/2" EXTERIOR i i i I PLYWOOD /4 cDx HOME CENTERS, INC. PLYWOOD I I I P.O. BOX 1111 N. WILKESBORO, NC 28656 FLASHING F-2 SHEATHING ON 6 STUDS, REFER I I I _ S T • • T.O. STUD - EP MEMBRANE FLASHING I I I T.O: STUD REVISIONS S LANT ® STRUCTURAL I I I EL VARIES •��\ + + � F• ' SEALANT � I � I � � EL VARIES PRE -BID SET POST BID SET SURFACE APPLIED BASE 00 ! I I i \ I I O ISSUE DATE ISSUE DATE ` ` r ��� RIGID INSULATION COAT, PRIMER AND ACRYLIC CONTINUOUS CLEAT ;'' �'I I I I I I I I ' LINEAR MTL. DECKING T.O. STEEL ``' I o� ` ` I DATE DESCRIPTION METAL TRACK SINGLE PLY ROOFING - & EDGE TRI P-6 PRE -FINISHED FINISH PER E.I.F.S. MFG. I N� ,..� � ` I 1 1 2" MEMBRANE. EXTEND EL 18 -4" ' MANUFACTURED M OVER SMOOTH FACED CMU / I _ 05.24.02 RACKING PLAN DOWN FACE OF o CORNICE COPIN PF-1 PF�E-FINISHED WITH FLUSH JOINTS i \ \ I / o I MAIINUFACTURED METAL I WOOD BLOCK CONTINUOUS ALUMINUM I S •- � - CONTINOU SEALANT .i ` CORNICE/COPING PF-1 RAKE JOINT WITH - - „ — FLASHING AND I ' `�' - T O METAL DECK AND i PAINTED TUBE STEEL \ \ METAL RACK CONT SEALANT \ SEALANT. BACK PAINT I ` " 3 5/8 X 20 GA METAL r- 3 �5/8" X 20 GA METAL GROUT COLLAR4, r O STEEL JOISTS. I BEAM y �� ` X O JOINTS SOLID FLASHING WITH I I + �� KICKERS @ 32 O.C. X ;; a REFER STRUCTURAL I REF: STRUCTURAL �� KICKERS @ 32' O.C. BITUMINOUS PAINT � I �� I 1 1/2' RADIUS CMU___TREATED WOOD PRIOR TO I I I ` +`` ( 1" THICK TREATED WOOD T `y SIt GLE PLY ROOFING - ' . x I _ �T w BLOCKING. DTI �� `t CONTINUOUS STEEL BLOCKING INSTALLATION. I ; °� �' I COL 0O7r �: MEMBRANE ADHERED TO B.O. RADIUSED CMU �`:' `:.�'. '_....: I I SINGLE PLY ROOFING ANGLE. REFER 3/8" LAG BOLT AT STEEL COLUMN 1 ' 1 /12" EXTERIOR SHEATHING EL 3'-4" STRUCT. i I i MEMBRANE ADHERED TO 48' O.C. MAX. < 1/2" EXTERIOR SHEATHING UPS AND OVER TOP OF I I BEYOND, WHERE PARAPET 12" SPLIT -FACE CMU /� O:<O a I I I INDICATED ON I' I / r; (8" @ SIM) ELEVATIONS & PARAPETD OVER TOP OF 8 4' 4" 1 (I/2" EIFS ON 1/2" � I i i i SECTIONS SEALANT I SEALANT 6 METAL STUDS ��' EXTERIOR SHEATHING I I METAL PANEL SYSTEM IILUM STRUCT Ol� 6" METAL STUDS. - - - ( i I ! ON SHIMS ON 1 2" 6" LINEAR MT. DECKING & CHAINLINK FENCE / 1 3/8 r. RE ER STRUCTURAL I i i AND POSTS REFER EXTERIOR SHEATHING 1 i i EDGE TRIM P-6 16 2' 6 9 i i PLAN FOR ON 1 /2" HAT I / " A PANEL S TEM ON CENTERS WINO.ING IANY USE ORREPRODUC3 THE PROPERTY OF TIONINWHOLE ! LOCATIONS. CHANNELS. ALL E'S HOME 1 1 2 6' I i I I 11 CDETAIL SCALE: 1 1/2"=V-0" A-3.0 PRE -FINISHED METAL SEALANT COPING T.O. STUD 2x TREATED WOOD gL EL 28'-8" _ BLOCKING SINGLE PLY MEMBRANE CLEAT (' ROOFING ON 1/2" EXTERIOR I,' SHEATHING, EXTEND UP AND SEALANT OVER TOP OF PARAPET I 1 1/2" EIFS ON 1/2" EXTERIOR SHEATHING ON 6" METAL STUDS I REF: STRUCTURAL CAP FLASHING METAL STUDS 4 9 DETAIL CAP FLASHING AT CMU FLASHING EIFS 1 SCALE: 11/2"=V-0" A-3.0 8 SCALE: 11/2"=V-0" A-3.0 7 SCALE: 11/2"=1'-0" A-3.0 6/A-3.0 ® I 1 Af\T. STUD 1 EL VARIES I I' SINGLE PLY ROOFING ♦ _ �� I i MEMBRANE ADHERED TO I I 1/2" EXTERIOR SHEATHING CROWN CORNICE TO I I DRAIN PREFINISHED MANUFACTURED METAL I I i CMU WALL BEHIND SCALE: 11/2"=V-0" A-3.0 CORNICE ON COLUMN BEYOND CROWN CORNICE TO DRAIN o I CMU WALL BEHIND CORNICE hT.O. MASONRY BEYOND ADHERE SEPARATE SHEET hT.O. MASONRY BEYOND EL 30 -8 I OF SINGLE PLY MEMBRANE ROOFING ! UP AND OVER TOP OF PARAPET 4/A- 3.0 I _ T.O. PARAPET 1 1� EL 28 -8 11 /A-3.3 11 A-3.3 SIM. i SINGLE PLY MEMBRANE SIM � - T ROOFING ON R-20 RIGID I 1 - ( INSULATION 1 i gd�N I i JST. BRG. 01LJOIST BEARING EL 26'-0' 3/4" "V" GROOVE JOINT (TYP) o 1 1/2" E.I.F.S. APPLIED 10 10" i ON 1/2" EXTERIOR SHEATHING ON 6" METAL 4 j STUDS REFER STRUCTURAL — SPLIT FACE CMU ACCENT BEYOND I N SIM. r T.O. STEEL n EL 18'-4" I ( 8" I I ACCENT LIGHT 1'-8" 1'-8" FIXTURE REFER 12/A-3.3 3'44" 9 A-3.0 SIM 1 A'--,B.O. 4" RADIUS CMU 1 EL 3'-4" J wLt- U aw MAIN BLDG. w FIN. FLR. i EL 0'-0" 6" STUDS REFER STRUCTURAL - STEEL BEAM REFER STRUCTURAL METAL PANEL SYSTEM ON METAL DECK & STEEL SHIMS ON 1/2" EXTERIOR O JOIST, REFER STRUCTURAL P-6 SHEATHING ON 1/2" HAT CONT. 2 1/2 X 2 1/2 X 1/4 CHANNELS. ALL MATERI ANGLE WELDED TO JOIST SEAT. TO BE SUPPLIED AND 7 A-3.2 FIT TIGHT TO BLOCK BIRDS INSTALLED BY METAL PANEL CONTRACTOR STEEL BEAM REFER STRUCTURAL P-6 SPLIT FACE CMU ACCENT BEYOND CONT. ANGLE TOP & BOTTOM REFER STRUCTURAL(P--6) 5 A-3.0 SIM. LINEAR MTL. DECKING & EDGE TRIM P-6 CLOSURE AND TRI P-6 h\ PAINTED STEEL BEAM REFER STRUCTURAL P-4 I 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 SINGLE SCORED SPLIT FACED CMU (PAINT) INFILL OF CONCRETE ISLAND BY BUILDING CONTRACTOR a. a . ad CONCRETE CURBS BY SITE CONTRACTOR COST. LOADING CANOPY •� WALL SECTION SCALE: 1 /2"= V-0" A-1.0 ACCENT LIGHT FIXTURE REFER 12/A-3.3 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 Y EL 3"-4" SINGLE SCORED SPLIT FACED CMU (PAINT) w U Li MAIN BLDG. olLFIN. FLR. EL 0 -0 OUST. LOADING CANO •� WALL SECTION C. SCALE: 1/2"=V-0" A-1.0 16'-0" SEPARATE SHEET OF SINGLE PLY MEMBRANE ROOFING o ADHERED TO 5/8" EXTERIOR LiGYPSUM SHEATHING Q MATERIALS TO BE 1 3/4" SUPPLIED AND '' INSTALLED BY METAL CORNICE PANEL CONTRACTOR METAL PA ELS 6 SCALE: 11/2"=1'-0" GROUT FILL AREA ABOVE CMU AND BELOW TOP OF nFC'K TUBE STEEL BEAM REFER STRUCTURAL 12" SPLIT FACE CMU (PAINT) W/ FOAM INSULATION 1 1 1 12" SMOOTH FACE CMU (PAINT) LINTEL BEAM REFER STRUCTURAL BEAM BRG" EL 10 -0' a REFER STRUCTURAL FOR FOUNDATION AND CONCRETE SLAB SHIMS ON 1/2 EXTERIOR ORPART IS PROHIBITEDWITHOUTTHEWR_F SSED CONT SEALANT WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. " COPYRIGHT 2001 ALL RIGHTS RESERVED SHEATHING ON 1/2" HAT CHANNELS. ALL MATERIALS TO STIPULATION FOR REUSE I I BE SUPPLIED AND INSTALLED THIS DRAWING WAS PREPARED FORUSE ON ! SPECIFICSITEAT SANFORD, FL hT.O. STEEL ! I BY METAL PANEL CONTRACTOR CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON EL 1 8'-4" I 04/15/02 AND IT IS NOT SUITABLE FOR USE ON DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF 2/A-3.0 I PROPERLY LICENSED ARCHITECTS AND ENGINEER. I REPRODUCTION OF THIS DRAWING FOR REUSE ON CONTINUOUS METAL ANOTHER PROJECT IS NOT AUTHORIZED AND IS FLASHING I 8"x12" TUBE STEEL BEAM CONTRARY TO THE LAW. BACKPAINTED W/ I PAINT BOTTOM AND SIDES • • BITUMINOUS PAINT I I PRIOR TO INSTALLATION I FLASHING METAL PAN LS C.1 1 5 SCALE: 11/2"=1'-0" A-3.0 � A.22 CROWN CORNICE TO DRAIN REFER 1 O/A-3.3 SHEET METAL PRE -FINISHED I REGLET MANUFACTURED METAL CORNICE ON COLUMN 10 CMU WALL BEHIND BEYOND CORNICE MASONRY BEYOND EL 30 -8 I I I i SEAL AND PAINT I ! 4 A-3.0 CMU T.O. PARAPET __�_ EL 28 -8 SINGLE PLY MEMBRANE I 11 A-3.3 ROOFING ON 1/2" SIM DECK CLOSURE EXTERIOR SHEATHING UP SINGLE PLY MEMBRANE AND OVER TOP OF I I ROOFING ON R-20 PARAPET I 1 I RIGID INSULATION h JST. BRG. I - I - EL VARIES- �10 METAL DECK & ROOF - STRUCTURE C REF: STRUCTURAL P-6 • 1 1/2" EIFS APPLIED TO 1/2" EXTERIOR o - LINEAR MTL. DECKING & SHEATHING OVER 6" I EDGE TRIM ON 3 5/8' 20 METAL STUDS I GA METAL STUDS AT 16" P-6 REFER STRUCTURAL - --� -- O.C. 3/4" "V" GROOVE - JOINT (TYP) CONT. ANGLE TOP & BOTTOM SPLIT FACE CMU I RE U U L ACCENT BEYOND _ 18 GA. MTL. COVER PLATE P-6 7 A-3.0 SIM I LINEAR MTL. DECKING & OILT.O. STEEL I j II EDGE TRIM P-6 t EL 18 -4 I l DIRECT APPLIED ACRYLIC FINISHING SYSTEM PER E.I.F.S. MANFACTURER APPLI OVER SMOOTH FACE CMU W/ FLUSH JOINTS 4" HIGH 1 1/2" RADIUS CMU BLOCK B.O. 4" RADIUS C EL 3'-4" SINGLE SCORED SPL FACED CMU _J w U Qw MAIN BLDG w FIN. FLR. EL 0'-0" a I II I I r8 , WIND COLUMNS (NOT SHOWN) REFER • STRUCTURAL e e STEEL BEAM, PAINTED Lo � 1'-8" 3'-8" REFER STRUCTURAL P-4 C.0 `' tV Q ZM 5'-4" �"'� � 00 r I-� LQ m cs? U Wco Q co z W U O W� 0> C3 w H��a w� o Q Lo UNED • • r m W o Y U �Lu 1 1/2" v W MU I Q 06 — z IT I 9 A-3.0 SIM z O O �uLL o I CONCRETE ISLAND U O 0 rn W 00' o 000 c - 1O W Z U- z a s a a a< Z U o J Cn cl) ORIGINAL 04/15/02 ISSUE DATE: PERMIT SET ISSUE DATE. 04/15/02 CONSTRUCTION SET SSUE C U ST. LOADING CANOPY IDRAWINGTNUMBER: WALL SECTION 1 SCALE: 1/2"=V-0" A-1.0 03/18/02 V2 A-3.0 11 LPCODES c . It 11 10 u SEALANT PRE -FINISHED MANUFACTURE PRE -FINISHED MANUFACTURE ® 1'-4"X1'-4" PRE -FINISHED MTL.EmSG METAL CORNICE (REFER SP CS.) PF-1 1 ®� METAL CORNICE (SEE SPECS )PF-1 MEDALION AT EACH SUPPORT BRACKET I RIPPED 2X6 BLOCKING [ Q SUPPORT 2 LAYERS 3/4" CDX PLYWOOE S D REFER SUPPORT TRUCT RAL HOME CENTERS, INC. ANCHOR W/ 1 /4 EXPANSIOBRACKET I< N d P.O. BOX I I I I N. WILKESBORO, NC 28656 2 LAYERS 3/4" CDX PLYWOOD ANCHORS @24" O.C. EMBED A I CANOPY BRACKET -� a • ON 2X TREATED BLOCKING. I , 3 5/8 20 GA METAL REVISIONS c OA' c „ MIN 2 INTO GROUT EL 18 -0 _ ___� __ �_ G V �7 ' V �7 ANCHOR W/ 1/4 EXPANSION ----- - STUDS @16" O.C. SINGLE PLY MEMBRANE ROOFING PREFINISHED METAL PANEL ON SHIMS PRE-BIDSET POSTBIDSET ANCHORS @24" O.C. EMBED A / O WRAP OVER TOP OF PLYWOOD CONTINUOUS SEALANT ON 1/2" EXTERIOR SHEATHING ON ISSUE DATE ISSUE DATE MIN 2" INTO GROUT / _ DATE DESCRIPTION ® PRE -FINISHED MTL. 1 /2" HAT CHANNELS PROVIDED AND EXTEND SINGLE PLY MEMBRANE . . . . . . COUNTERFLASHING INSTALLED BY METAL PANEL INSTALLER - ' - 05.24.02 RACKING PLAN ROOFING OVER PLYWOOD 1 1/2" E.I.F.S. APPLIED - - - - - - - -H U- - - - - - - - / TO CMU SEE SPECSOIL- CANOPY SUPPORT REFER T.O.M. O.C. X EL 30- 8 SEALANT PRE-FINI MANUFAC METAL C (REFER SEALANT ACRYLIC SYSTEM FACED C PER E.I. MANUFAC 1/2" SCALE; 11/2"=1'-0" A3-.1 OR PART n N 4 I x NOTE: I' ALL RESTROOM DIMENSIONS 1 1/2' 1 1/2" ARE GIVEN TO THE FACE OF 1 1/ 2" 4 1/2" 1 7/8" GYPSUM BOARD CORNICE AT FASCIA DETAIL AT METAL PANELS TUBE STEEL 7 SCALE: 1112"=1'-0" A3-.1 6 SCALE; 11/2"=1'-0" A-3.10001 .00 77777 . 8 A-3.1 I 1 I I I j1T.0.M. EL 30-8 I a. » N H I SINGLE PLY MEMBRANE I I ROOFING FULLY ADHERED TO I CMU EXTEND UP AND OVER > I PARAPET 11 A-3.3 SIM. � - - - SINGLE PLY MEMBRANE ROOFING ON R-20 RIGID INSULATION 1 JST. BRG. EL 26 -0 I� k METAL DECK AND STEEL JOIST REFER STRUCTURAL P-6 SINGLE SCORED SPLIT FACED CMU ACCENT STRIP BOND BEAM AT BRACKET CONNECTION CANOPY SUPPORT. ....... REFER STRUCT. CANOPY BRACKET ACRYLIC FINISH SYSTEM ON SMOOTH FACED CMU 5 A-3.1 ' I I B.O. CANOPYAk EL 1 1 -4 00 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 9 A-3.0 ...... 1/2" RADIUS CMU BLOCK OILBOT. OF 4" RADIUS CMU EL 3'-4' 12"x8" SINGLE SCORE � > SPLIT FACED CMU 1/2" PREMOLDED EXPANSION JOINT 15# FELT BOND BREAK W/SEALANT FIN FLR EL 0'-0" ,d FOUNDATION AND , SLAB. REFER E - STRUCTURAL a d 2" PERIMETER INSULATION CANOPY AT PILASTER WALL SECTION 3 SCALE; 112"=1'-0" A-1.0 7 A-3.1 I T.O.M. EL 33-4' } 1 I 1 0) n 24'-8" gL DETAIL CANOPY DETAIL ' SINGLE PLY MEMBRANE ROOFING FULLY ADHERED TO CMU EXTEND UP AND OVER z PARAPET PILASTER BEYOND 11 A-3.3 SIM. SINGLE PLY MEMBRANE ROOFING METAL PANELS OVER 1/2" EXTERIOR - - - ON R-20 RIGID INSULATION SHEATHING ON 1/2" METAL FURRING I STRIPS PROVIDED AND INSTALLED BY METAL PANEL INSTALLER JOIST BRG. EL 26 -0' FOAM FILLED INSULATION IN � ALL UNGROUTED CELLS r+ x METAL PANEL REVEALS BY o x MANUFACTURER I x � � I ACRYLIC FINISH SYSTEM ON SMOOTH FACED CMU, BEYOND SMOOTH FACED CMU WITH I FOAM INSULATION IN ALL <:=::::: UNGROUTED CELLS 4/A-3.1 O BOND BEAM AT I BRACKET CONNECTION � .k ::k I I ' 3 5/8" 20 GA I STUDS AT 16" O.C. I CANOPY BRACKET EL 18'-0" l ACOUSTICAL CEILING I EL 15 -6" I � I 1 B.O. CANOPY B.O. -BEAM EL 11'-4" I 11 -5 1/2 METAL CANOPY. REFER STRUCTURAL 8'-1 1/2" 12'-4 11 /�" ACRYLIC FINISH SYSTEM ON SMOOTH FACED CMU, BEYOND PER E.I.F.S. MANUFACTURER SPLIT FACED CMU W/ FOAM INSULATION IN ALL UNGROUTED CELLS 4"HIGH 1 1/2" RADIUS CMU. BOT. OF BULLNOSE EL 3'-4" SPLIT FACED CMU FIN FLR EL 0'-0" d CANOPY AT VEST. 102 WALL SECTION 2 - SCALE: SPLIT -FACE CMU � 02B SMOOTH -FACE CMU SCALE; 11/2"=1'-Q" A-3.1 B.O. CANOPY ' EL 11'-4" LINTEL BEAM REFER STRUCTURAL PAINT ALL EXPOSED SURFACES P-4 CANOPY 4 SCALE: 1"=1'-0" R-13 BATT INSI. a 6" 20 GA METAL @16" O.C. 1/2" ALUMINUM 11-- 5/8" EXTERIOR SHEATHING, A-3.1 2 CORNICE BEYOND -- -- _ _ SEAL TOP OF COUNTERFLASHING SINGLE PLY MEMBRANE ROOFING FULLY ADHERED I I TO CMU EXTEND UP AND T.O.M. OVER PARAPET EL 28'-8" � uj 18 GAGE SLIP TRACK __ I SINGLE PLY MEMBRANE WITH 1" MOVEMENT ROOFIING ON R-20 RIGID INSULATION 7/A-3.4 SIM - N 11 iA-3.3 SIM. � 7 A-3.4 SIM. JOIST. BRG. I � - EL 25'-7 3/4" I i I 1 - - - � JOIST BEARING EL 25 -4 1 1/2" E.I.F.S. ADHERED TO SMOOTH o FACED CMU PER I I I z MANUFACTURER'S � "`=` METAL DECK AND STEEL � RECOMMENDATION JOIST REFER STRUCTURAL 3/4" DEEP ti V-GROOVE JOINT x ' METAL STUDS REFER STRUCTURAL FOR SIZE AND SPACING PER E.I.F.S. INDUSTRY STANDARD (TYP.). I ' < METAL STUD KICKERS I AT 48" O.C. REFER STRUCTURAL 6 A-3.1 j I � CONTINUOUS METAL LEDGER T.O. BEAM EL 18 -4 o I � I 12" SMOOTH FACE CMU THIS COURSE AND ABOVE. I � 2"x12" PAINTED ' t TUBE STEEL TRIM. I k HEAVY DUTY ACOUSTICAL CEILING SUSPENDED P-4 � I FROM STRUCTURE. SEE ' x ; SPECS. 6"X6" TUBE STEEL HEADER. REFER STRUCTURAL - ACOUSTICAL CEILING EL 11 -4 t I =:,� EXIT SIGN 4'-2" i � BEAM BEARING EL 8 -8' ACOUSTICAL CEILING EL 9'-0 12" SPLIT FACED CMU WITH FOAM INSULATION IN ALL :�:.� AUTOMATIC SLIDING UNGROUTED CELLS �.:.:.:.:.:.:x DOOR ASSEMBLY I 02C r i - - = I SMOOTH FACE CMU � 1/2" PREMOLDED EXPANSION { .:::::: - JOINT W/ SEALANT 2" PERIMETER INSULATION `......: 'I III' 'III 1�1-11 Ilr' III 'ICI ICI III "I1 yo'0�.��go .� s� .III -III -III -III � I I_� > °" i I i III -III II I I1=1 I I- � cep III III III I I III -III -III -I � I -I � ��, ,� n� 2" PERIMETER II=III III 'll ,III, -III iI_I-III III -III- III �II=�I' -` ° ° � 11-II -II II III=III III,,_ ° • � � III —I INSULATION 11=III—III '! III -III III —III- —III=III IIIIIIIII=—�, =—III III , III —III II=1 III= SLAB AND I—III—IiI—I .III —III rl I I= I i- III-1 I � 1=1 I I= SLAB AND > '� FOUNDATION. REFER FOUNDATION. REFER STRUCTURAL STRUCTURAL FRONT CORNER AT PTC OFFICE -WALL SECTION 1 SCALE; 1/2"=1'-0" A METAL DECK AND STEEL JOIST REFER STRUCTURAL. P-6 12" SMOOTH FACED CMU. 1 • THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04115102 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. 00 co A/ z Y U O w o ~ � Q dam' w06 N � o � U w U � Qm i> LLi I -' � � z W ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 03118i02 A-3.1 -155- CL LPCODE5 • a a 00 o a d � SHED i TURED & N x ORNICE � X SPECS. PF-1 x FINISH � ON SMOOTH MU, BEYOND F.S. TURER 1 1/2'4� �2 1/ 2 -0 , CORNICE AT 0 PILASTER 11 . I • PRE -FINISHED MANUFACTURED 1 METAL CORNICE/COPING SEALANT CONT. STARTER TRIM ATTACHED Lowwr (REFER 7/A-3.1 AND 1'-4°° TO BLOCKING PER 1 2 SPECIFICATIONS) SEALANT OVER STANDING SEAM ROOFING MANUFACTURER LOWE IS OVER #30 FELTS ON » CORNICE ANCHORS 5 A-3.2 1 —6' 5 —4 5 —4 12 —6 HOME CENTERS, INC. 1 /4' EXT. SHEATHING I 1 P.O. BOX 1111 N. WILKESBORO, NC 28656 OLT.O.M. 1 /4" x 6" EXPANSION PRE —FINISHED METAL — — I e 0 EL VARIES + + ( ANCHORS STAGGERED AT FASCIA REVISIONS 24" O.C.----------------- -- T.O.M. -- --- I PRE -BID SET Q POST BID SET X I I I O ISSUE DATE ISSUE DATE 2 LAYERS 3/4" SEALANT CONT. EL VARIES X STEEL RAFTER I SINGLE PLY MEMBRANE DATE DESCRIPTION CDX PLYWOOD AND METAL DECK I x ON CMU, EXTEND 1/2" EXTERIOR SHEATHING 4" SINGLE PLY MEMBRANE REFER STRUCTURAL / X I OVER TOP OF I I 05.24.02 2L RACKING PLAN / IN Y EM RANE ON 3 5/8" 20 GA METAL � ROOFING ADHERED TO BLOCK I PLYWOOD. STUDS ©16" O.C. UP AND DOWN TOP BREAK METAL CLOSURE OF PARAPET TREATED 2X6 WOOD TO COVER BLOCKING %x BLOCKING _ _ SEALANT ON 30STANDINGROOF FELT ON SEAM METAL 4 I I X ( I ' 4 A-3.2 # / I I ROOFING TERMINATION 1AR >< EXTERIOR SHEATHING ON MEl FLASHING DETAIL METAL PANEL SYSTEM ON � DECK REFER STRUCTURAL � SHIMS ON MOISTURE BARRIER —T----------- SCALE: 1"=V-0" A-3,2 o ON 1/2 EXTERIOR SHEATHING T.O. BEAM --------- --------------------- --- - ON 1/2" METAL FURRING BY 1 7 8" STEEL ANGLE I 44 —0 K METAL PANEL INSTALLER / REFER STRUCTURAL I I + I I x — x I x ROOFING x 12" SMOOTH FACED CMU TERMINATION BAR „ i I I METAL PANEL SYSTEM ON x � 1 1 /2 HOLE IN METAL PANEL Ix Ix STEEL BEAM, REFER AND SHEATHING W/ SEALANT I I I MOISTURE BARRIER ON 1/2 STRUCTURAL ' I I THIS DRAWING IS THE PROPERTY OF LOWE'S HOME I I I EXTERIOR SHEATHING ON 1/2' X I CENTERS ,INC. ANY USE ORREPRODUCTION INWHOLE NUT AND WASHERS < OR PART IS PROHIBITED WITHOUT THE EXPRESSED f SINGLE PLY MEMBRANE I I f METAL FURRING BY METAL PANEL < x WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC �7' ROOFING ON CMU „ I ( INSTALLER x x \ COPYRIGHT 2001 ALL RIGHTS RESERVED CORNICE DETAIL 2 DIA. X 3/16 WASHER ® < I I STIPULATION FOR REUSE -I- \ REF. STRUCTURAL FOR STEEL BEAMS AND THIS DRAWING WAS PREPARED FORUSE ON SCALE: 1"=1'-0" A-3.2 » - X X METAL DECK FRAMING FOR SECONDARY ROOF SPECIFICSITEAT SANFORD,FL 1 /2 A36 STEEL TH RU—WALL X CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON ` x STRUCTURE P-1 04115/02 AND IT IS NOT SUITABLE FOR USE DNA I I I ANCHOR BOLT I X x DIFFERENT PROJECT SITE ORATALATER TIME. USE I I » » » 12 SMOOTH FACE CMU W/ X I I OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON R 1 /2 X 6 X 6 FLUSH JOINTS, SAW CUT ANOTHER PROPERLY LICENSEDROJECT ARCHITECTSES THE SERVICES OF 1 1 2" HOLE IN METAL PANEL < REPRODUCTION OF DARCHITECTS AND ENGINEERS. 1 STL PIPE SLEEVE WELDED I I ANOTHER PROJECT IS NOT AUTHORIZED AND15 / � TOP OF WALL AS REQUIRED < REPRODUCTION OF THIS DRAWING FOR REUSE ON TO WASHER C� CMU, EXTEND PREFINISHED METAL CORNICE x x SINGLE PLY MEMBRANE ROOFING AND SHEATHING W/ SEALANT I - - - - - - - - SLEEVE BEYOND FACE OF MTL. I I I COPING BEYOND x I \ I ON CMU I CONTRARY TO THE LAW. NUT AND WASHERS j L I I METAL CORNICE - - < e a. I I I COPING X < 2» DIA. X 3/16» WASHER a a \ I BEAM BEYOND -- - STANDING SEAM METAL x x REFER STRUCTURAL P-1 I ROOFING BEYOND X \ DETAIL X o x I \ 7 < � 1" STL PIPE SLEEVE, WELDED SCALE: 3"=V-0" A-3,3 TO WASHER ® CMU, EXTEND 1/2 A36 STEEL THRU-WALL 7/A-3.1 SLEEVE BEYOND FACE OF MTL. ANCHOR BOLT X x I SIM X PANEL fL' 1/2" X 6" X 6„ I I I SIGNAGE MOUNTING » _ - x � I ® e 1 /4 x6 EXPANSION ANCHORS, X I I NOTE: COORDINATE \ \ DETAIL T.O.M. I STAGGERED AT 24" O.C. T.O.M. BEYOND \� ANCHOR BOLT NUMBERS x F 6 „_ , AND LOCATIONS W/ EL 33'-4" EL 33'-4" x SCALE: 3 -1 -0 A-3,2 SIGNAGE VENDOR x I x I T + T.O. BEAM < I \ + < I —HSS 6"x6". REFER STRUCTURAL x 8/A-3.1 1 1/4"x6" EXPANSION PREFINISHED METAL CORNICE EL 33 -3 o x \ ANCHORS, STAGGERED AT COPING BEYOND I X ® 24" O.C. �-- •J x \ \ ® BRACING - REFER STRUCTURAL P-1 < T.O.M. <T.O.M. BEYOND -_ - EL 30'-8" X x ' SINGLE PLY MEMBRANE EL 30'-8" r - X x ROOFING ADHERED TO AND < I X POURED URETHANE RUBBER "LOWE'S" SIGN ANCHORAGE, DRILL x X x { EXTENDING OVER TOP OF - ,� j SEAL AND CURB < PARAPET OVERSIZED HOLES THRU METAL PANEL AND REQUIRED HOLE IN 8 A-3.3 I I x j >� X SINGLE PLY x� CMU, PROVIDE 1/2" STEEL BACK xx MEMBRANE SINGLE PLY MEMBRANE ROOFING 14 SINGLE PLY MEMBRANE PLATE, THRU BOLTS, AND STEEL < ROOFING j ON R-20 RIGID INSULATION ON SMOOTH FACE CMU x ; - < x ROOFING ADHERED TO AND - 11 A-3.3 SIM. > 0 11 A-3.3 PIPE SLEEVE/SHIM, (PAST- FACE ADHERED TO METAL DECK AND STEEL JOISTS T.O. / I x EXTENDING OVER PARAPET OF METAL PANEL) & WASHERS �I I BLOCK UP TO j r < SINGLE PLY MEMBRANE SPLIT FACE CMU :I -I ROOFING ON R-20 RIGID SINGLE PLY MEMBRANE AS REQUIRED. PROVIDE SEALANT K x ROOFING ` .._.... x ROOFING ON R-20 RIGID AT METAL PANEL HOLE, (WATER I TERMINATION BAR \\\ EL 27 -4" X :'': INSULATION � � �:�:-:':':':' � I X -- < x INSULATION TIGHT). II rF < :...... I <:: x::: JOIST BEARING k JST. BRG. 01LJST. BRIG.. , X : EL 26'-0" I <;� EL 26'-0" \-F EL 26 -0 9. 1 r { X. ... I < ....... x << = X METAL DECK AND STEE x � JOIST REFER STRUCTURAL L � ....... , ; ........ x j \ JOIST BRG P-6 j JN EL 25'-4' > 4I x ...... > .:.X I x.......X / < < : METAL DECK AND STEEL METAL DECK AND STEEL STEEL BEAM BEYOND , 00 x 12 CMU W FOAM REFER STRUCTURAL JOIST REFER STRUCTURAL P-6 JOIST REFER STRUCTURAL P-6 i <-::.... x / < FILL INSULATION IN ALL / x UNGROUTED CELLS <. X <: < METAL PANEL SYSTEM ON MOISTURE - .... - - - < --.... x CD ...:......:..> <.:: x <::.::.':x HORIZ. JOINT RENF. > � 00 = > BOND BEAM REFER BARRIER ON 5 8" EXTERIOR GYPSUM x o / n < .. ' ... x 16 ' O.C. TYP. j SINGLE SCORED STRUCTURAL BOARD ON METAL FURRING SYSTEM > ::::::. x 6 A-3.2 X > �; av �, E SPLIT FACE CMU BY METAL PANEL INSTALLER x GALV. CANOPY ROD x o 0 X.- ....... - x �p pp U r �:'.':-.'::':':' ACCENT STRIP ;:_:::::.:_ SUPPORT W/ - u o, o o TURNBUCKLE o / > r� o I 4 A-3.1 B.O. BOND BEM AT SUPPORT I I o SPLIT FACE CMU x BRACKET TYP. j < EL 19'-4„ — X 4/A-3.1 I b x < SIM 12" SMOOTH Ln _ < > �:' FACE CMU o^o < CANOPY BRACKET I CANOPY BRACKET I L 3X3X1/4" ANGLES CONT. EA. SIDE; v� a f i< " ...._ z EL 18'-0" ' EL 18 -0 ; � EXPANSION ANCHORED TO WALL AT FRONT WALL AND TEK-SCREW TO TOP o I j WALL CHANNEL @ BACK. SPAN W/ a 1 1/2" 20 GA. STL. DECK W/ (2) x I j7r x #10 TEK-SCREWS PER JOIST J n x X ; T.O. MASONRY X < X GALV. CANOPY ROD SUPPORT x EL 16 -0 ....:.:X I > B.O. ® e << W/ TURNBUCKLE / X A* US. CEILING x x, _ , � �. X x�� � EL 15 -6 < II I LoLL ACCENT LIGHT x x N Y ;( . ':.':.'... x X ':.':.'::.' x FIXTURE ' :::::::x x I SUSPENDED TILE CEILING ? Z ULo / REFER A-4.2 ® ®Z REFER 12/A-3.3 :::::::: y _ x METAL CANOPY _ _ x x x x x x 000 12 SMOOTH FACE METAL CANOPY I I R16' 0 C.Z. T REINF. O C6 <. x � -. x O CMU o� x > < , `xx�in L� m < > 6" (o HIGH BOND I > I ', olO ��xx I I ®4u 6 x BEAM. REFER EXIT SIGN REFER Y c� ' ' . A I STRUCTURALum 3: ui < STRUCTURAL I I --- --- - --- ---- B.O. CANOPY I > ' B.O. BEAM z » `.....: I B.O. CANOPY EL 1 1 -5 1/2" U EL 11 -4 :.:.:.:.:.: EL 11 -4 <t I >: I i W O X s- ORIZ. JOINT RENF. <` > ..,— — — -- — — — — l — — o — ' STEEL BEAM � � 16" O.C. 4 A-3.1 7111 - x �I REFER STRUCTRUAL w O < SIM > { EXTERIOR SOFFIT LIGHT FIXTURE O 12" SMOOTH FACED :.:.:.:.:.:< ORIZ. JOINT RENF. ® 16" O.C. �I REFER ELECTRICAL DRAWINGS < DIRECT APPLIED x I ACRYLIC FINISHING x CMU W/ FOAM FILL I B.O. LINTEL mmi Q w 06 SYSTEM APPLIED OVER < INSULATION IN ALL �I� EL 8 -8 .............. : SMOOTH FACED CMU UNGROUTED CELLS DIRECT APPLIED ACRYLIC FINISHING , .. c� CO SYSTEM APPLIED OVER SMOOTH FACED > : CO W/ FLUSH JOINTS x < DIRECT APPLIED ACRYLIC ` "' CMU W/ FLUSH JOINTS FINISH PER > _..:_- ...,.; �I co u _ FINISH PER E.I.F.S. . E.I.F.S. MANFACTURER FINISHING SYSTEM APPLIED f MANFACTURER x :':':':': > } ::: < 1 X �.':.�.'.'.'.'.�, ....... OVER SMOOTH FACED CMU II � � e • x W/ FLUSH JOINTS FINISH x ' < / PER E.I.F.S. MANFACTURER �I 12 CMU W FOAM FILL INSULATION IN ALL UNGROUTED CELLS 9/A-3.0 <:...... > SPLIT FACE CMU >.. m > I (f) < w ...:.. 4„ HIGH 1 1/2" i "-"� 0 4 HIGH 1 1/2 4" HIGH 1 1 2" RADIUS CMU BLOCK RADIUS CMU BLOCK w <^ / 11B 09 10 11A Q = RADIUS CMU BLOCK > I v W ® B.C. 4" CMU < �.0. 4CMU B.O. 4" CMU � Q 1 1/2" 4 EL '-4EL 3'-4EL 3r 06 SPLIT FACE CMU 1/2" PREMOLDED EXPANSION JOINT 1 2 PREMOLDED W SEALANT / / / z O� EXPANSION JOINT >>:.: _ o ®Ll. W/ SEALANT <: 15# FELT BONDBREAK j 1/2" PREMOLDED o < , :.:.:::::.: 15# FELT BONDBREAKI EXPANSION JOINT - U O ® � MAIN BLDG. 1 < CONC. SLAB REFER MAIN BLDG. �� ONC. SLAB REFER STRUCTRURAL MAIN BLDG. W/ SEALANT I CONC. SLAB W rh FIN. FL. > STRUCTURAL FIN. FL. > FIN. FLR. REFER STRUCTURAL C!3 EL 0'-0" EL 0'-0" EL 0'-0" ° e v 4 a LL z° a ... B :r S.ap a 7.a'o o'a fld. < o°g o° ° t fi° i r ?i` °�( ` - r� _ O a s.:o.a... a.,.. ,a. s.�.� OO O i I—I1 I III °as.l I —I I a;.. a °r.:°eo - _ s �o °��� _ j _ _ — — V I -III IIIyI I = ° Ll _ ° I I I jfi Imo_ Q—I - I— . ,—I j ' ° ' o - - I I GRAVEL FILL �-III=1 I I\ < 1-1 I \III III=1 I GRAVEL FILL > - w _III-II1=1II _ �I=1I1=1I1=1 1 GRAVEL FILL III -III -III Ii=1I1=1-I III- Q Q Q I-1 11=11 I\III III --III -III i I III\III ,III\I I' jl 11=1 11=1 11=1 I I -I 11-1 I I- (� I j111=1 1 - 2' PERIMETER INSUL. TO 1=III - - 2 PERIMETER INSUL. TO = - I- 'I_=1=I 1= ;_ _ _-- - „ III_III=ill 11 2" PERIMETER INSUL. TO III -III -III II 11= I=111=III= e a °, II. 2 -0 BELOW FINISH GRADE 2 -0 BELOW FINISH GRADE III=III - I III -III= '-III=111 ='I=III-III= a ae a II=II ` . III=III= 2 -0 BELOW FINISH GRADE II-1I ' II1=I= ORIGINAL FOOTING; REFER 4 o FOOTING; REFER STRUCTURAL 4 FOOTING; SEE STRUCTURAL ° 04/15/02 STRUCTURAL 4 4 , 4 ISSUE DATE: PERMIT SET PILASTER FRONT ISSUE DATE: 04/15/02 ENTRY CANOPY ENTRY CANOPY CONSTRUCTION SET WALL SEC ON WALL SECTION - WALL SECTION DRAWL GN - - " DRAWING NUMBER: SCALE: 1/2"=V-0" A-1.0 2 SCALE: 1/2"=V-0 A-1,0 SCALE, 1/2 1 0 A-1,0 02 A32-V2 A-3.2 32-V 119-155-GCL LPCODE5 e • , 6/A-3 PREFINISHED 6 3/4"` PRE —FINISHED METAL COPING ACCENT LIGHT HORIZONTAL JOINT REIFORCING C� 16 O.C. 2 LAYERS 3/4" CDX ■ p SHIELD 4 1/2" VERTICALLY PLYWOOD. HILTI EXP FINISHEDLOW11 S FULLY ADHERED SINGLE PLY MEMBRANE ROOFING. ANCHOR TO BOND PREMETAL COPING AND CORNICE LOWES MOUNTING ATTACH PER MANUFACTURER'S STANDARD. BEAM © 24" O.C. AT SIMILAR CONDITION HOME CENTERS, INC. PER CITADEL ; SLOPE SLOPE P.O. BOX 1111 N. WILKESBORO, NC 28656 MFG a Q Q SEAM PLATE WITH FASTENERS AT 12" O.C. MAX. (2 PER SIDE MIN) _ ------ '-------- REVISIONS i° \/x�/ SINGLE PLY MEMBRANE ROOFING ON I PRE -BID SET POST BID SET ' ' Q RIGID INS TION ---- -----� I ISSUE DATE ISSUE DATE 1 X a 1 ULA T.O. MASONRY X* Q ---- ---- DATE DESCRIPTION EL 30-8 x X i I I _ ELECTRICAL j a 1 r--+-- 1 ,f r ' '� . JUNCTION BOX 00 J REFERENCE ® ® ® ® / 06.20.02 ®CODE COMMENTS ELECTRICAL SHEETS . ' 4 CONT SEALANT - SMOOTHFACED PRE —FINISHED METAL CMU I CLOSURE END,;........;........:., L_ +--J 1 x x I (NONE AT SI x x J '-----I---- SEALANT r O X i I r -- \� \� I REF STRL SHTS x >< x BOND BEAM ALL AROUt UP/DOWN DIRECTION/ LIGHT FIXT REFERENCI ADHERED ELECTRICAL ANE FLASHING MEDALLION 'ALL LIGHTING FIXTURE ' 1 SCALE: 1 1/2"=V-0" A-3.0 UOUS SEALANT PLY ROOFING ANE TO FORM IG COLLAR PREFINISHED RIDGECAP PLY ROOFING "Z" CLIP CLOSURE. SEAL ANE. ALL JOINTS I I + I I + I I I I I I + lI + >UPPORT CLIP. -ABRICATE. 2X TREATED WOOD BLOCKING. ANCHOR TO BEAM WITH 1/4" THROUGH BOLTS STAGGERED AT 24" O.C. —PREFINISHED STANDING SEAM METAL ROOF ON 30# BUILDING FELT ON 1 /4" EXTERIOR SHEATHING ON METAL DECK ON RAFTERS. REFER STRUCTURAL T.O. RIDGE BEAM 44'-0" STEEL RIDGE BEAM, REFER PAN FLASHING DETAIL RIDGE DETAIL STRUCTURAL AT COLUMN COLUMN BEYOND :...;::.. AT PARAPET \/"PET VANOP 1 :..._ :2:9 8 SCALE: 1 1/2"=V-0" A-3.2 SCALE: 1 1/2"=V-0" A-3.2 }: 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 EAVE DETAIL 11771 —7 AT PARAPET 1 CANOPY SCALE: 1 1 /2"= V-0" A-1.1 1 /4"x6" EXPANSION ANCHOR STAGGERED CONCRETE FILLED ....... CMU BOND BEAM x x x FINISHED STANDING SEAM METAL SEE STRUCTURAL x......." x )F ON 30 # ROOFING FELT ON x x t" EXTERIOR SHEATHING ON SMOOTH FACE CMU x...."....x - OMPACTOR FAL DECK ON RAFTERS, REFER : '' . AT/FIRE ZUCTURAL '' '' SER AND =(FURNISHED 4T PLATE REFER �I HED ANDZUCTURAL IILOWE'S) 0 O �I o 'I II _EL RAFTER. REFER ZUCT. 0 j I 12L jI DRYWALL CONTRACTOR o j i SHALL INSTALL 3/4" CDX U PLYWOOD SECURELY = iI OVER THIS OPENING. Q j i PLYWOOD SHALL REMAIN IN PLACE UNTIL TRASH COMPACTOR IS INSTALLED. Q INVERTED CMU j I BOND BEAM x :. _ ... , x (LENGTH = x - ... - .. xx 3 -4) ••••,,. x x x .. x ........ x zx ....... x-...-:.'x x O X........x (- SMOOTH FACE CMU - x • • • • • .. . Q (� C .".'.'.'.".".'. x °_ z_ x . x - � p 0 . x •... x CO O Q x ....... x........ x I U OUTSIDE x "" " "x INSIDE _ w w x x x ....... x < 821 6 A-3.3 T.O. MASONRY l EL 28'-8" l: _< 1 1 A-3.3 x < < JOIST BEARING DEL 26'-0" © GRID LINE 1 I k EL 25'-4" @ GRID LINE 2 X_,I REFER PARAPET FLASHING DTL_ 1 SCALE: 11/2"=V-0" A-3.0 12" SMOOTH FACE CMU SINGLE PLY MEMBRANE ROOFING, ADHERE TO PARAPET WALL AND CARRY UP AND OVER TOP SINGLE PLY MEMBRANE ROOFING RIGID INSULATION (R-20) ON METAL DECK REF STRUCTURAL PAINT DECK AND BAR JOISTS P-6 12" SPLIT FACE CMU 10 A-3.0 T � , T.O: TUBE STEEL EL 33'-4" I' I II I II I N I I I' I II I I' I I III � I I ' I I I � I I I' I I II I L --- O I III , I I� I II II I I I I' I I I I I JOIST BEARING II I EL 25-4" ' I II I I I I' I II I I I I' I o I I I z 7 A-3.2 } . I r—I. . AJ, I I I I I � I l I Ili 1 I' I II I n � T.O. TUBE STEEL irs — EL 18'-4" iii i l III tll r ILL-J_ u t LIGHT FIXTURE 3 SIDED PRE -FINISHED., MANUFACTURED METAL;:---✓ '. ' x ----- - ------ --------------------- x IX x I ----- I I I CONT SEALANT CORNICE (SEE SPECS.) F-1 X X F MEMBRANE ROOFING CONY SEALANT ACRYLIC FINISH SYSTEM ON `x `x 7< FULLY CMU. OVER ADHERED TO EXTEND UP AND PLYWOOD S THE PROPERTY OF LOWE S HOME CENTERS,INTHIS CIANYUSEORR RODUCTIONINWHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. SMOOTH FACED CMU COPYRIGHT 2001 ALL RIGHTS RESERVED PER E.I.F.S. MANUFACTURER 1 1 /" 2 1 1 / " 1 1 /2 » 1 /2 „ 3° -4 STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04115102 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORATA LATER TIME. USE C CORNICE DETAIL `•, ''.. OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON OF ANOTHER PROJECT REQUIRES THE SERVICES ENGINEERS. PROPERLY LICENSED ARCHITECTS AND ENGINEER. REPRODUCTION OF THIS DRAWING FOR REUSE ON 0 SCALE: 1 1 /2"=V-0" A-3.0 ANOTHER PROJECT IS NOT AUTHORIZED AND IS1 CONTRARY TO THE LAW. , SINGLE PLY ROOFING MEMBRANE, ADHERE TO 1/2" SHEATHING AND CARRY UP AND OVER TOP OF PARAPET ALUMINUM CORNICE O 2.01 BEHIND PARAPET <` "GARDEN CENTER' SIGN 1 -0' 1 -1 1 -3 jANCHORAGE, DRILL ` OVERSIZED HOLES THRU METAL PANEL. PROVIDE 1/2" STEEL BACK PLATE ' SINGLE PLY MEMBRANE f. (ATTACHED TO METAL -11 ROOFING ON 1/2" STUDS), BOLTS, STEEL PIPE - ---- EXTERIOR SHEATHING, r SLEEVE/SHIM, (PAST FACE 2,.. CARRY UP AND OVER TOP OF METAL PANEL) & OF COPING WASHERS AS REQUIRED. {' 4/A-3 0 , PROVIDE SEALANT AT METAL I SIM®®®® BREAK METAL CLOSURE . PANEL HOLE (WATER TIGHT) T.O. STUDS r 1 W/ SOLID BLOCKING AT ALL JOINTS TERMINATION BAR EL 28'-8" I I 'I I� BREAK METAL CLOSURE T.O. BEAM W/ SOLID BLOCKING AT EL 28'-0" 00 e s ALL JOINTS STEEL BEAM REF STEEL BEAM STRUCTURAL P-6 REFER STRUCTURAL P-6 'I I STEEL COLUMN REFER STRUCTURAL P-1 l I STEEL COLUMN REF STRUCTURAL P-1 I I ;I I I I I I o I I I I I >I I METAL PANEL SYSTEM ON > I' VAPOR BARRIER, ON 1/2" I I EXTERIOR SHEATHING, ON 1/2" HAT CHANNELS. ALL I I MATERIALS TO BE SUPPLIED AND INSTALLED BY METAL I 3/4" DEEP VEE GROOVE PANEL INSTALLER I I JOINT PER EIFS .......:....... , , ,......,.., , :.......... . ;I I MANUFACTURER "'" N RECOMMENDATIONS LINEAR MTL. DECKING P-6DI2'' i t I REFER A-2.0 FOR • AND EDGE TRIM LOCATIONS .'.... ... 7/A 3 0 I I I 'I I "GARDEN CENTER" SIGN Ii I I 1 1/2" E.I,F.S, ON 1/2" ANCHORAGE, DRILL T.O. TUBE STEEL Ir` „ ,- EXTERIOR SHEATHING ON OVERSIZED HOLES THRU EL 18 -4 III I I I I 6" METAL STUDS REF METAL PANEL. PROVIDE 1/2" III I I I I ST;UCTURAL STEEL BACK PLATE is I y,-.... - ......<'2 (ATTACHED TO METAL ii ` I LINEAR MTL. DECKING P-6 ., AND EDGE :TRIM ,.., :- STUDS), BOLTS, STEEL PIPE :.:.........:.:.,_...:........; ... . SLEEVE/SHIM, (PAST FACE LIGHT OF METAL PANEL) & T FIXTURE STEEL BEAM REF WASHERS AS REQUIRED. REFER 12/A-3.3 I I STRUCTURAL P-4 I 0 O � � o.\ 00 o vJm,� oOo@� b� o °O 00 ° 0 ^' 'A O a. r it it x .. x REFER 12 A-3.3 AT 24' O.C. x • • • • • • • . x 7 / PROVIDE SEALANT AT METAL x ........ x < I PANEL HOLE (WATER TIGHT) `: z x ....... x ::.::.. < I I rn PRE -FINISHED:- x ....:... x Ln LL TOP OF CONCRETE 15# FELT BONDBREAK I co � METAL COPING F- x x ::::::: < N I` �; PAD FOR TRASH x .. • .. • .. x < 16 HIGH BOND z X.V..... x Lo TREATED 2x12 COMPACTOR SEE CIVIL x FINISHED FLOOR < BEAM REFER STEEL BEAM I z N STRUCTURAL REFER STRUCTURAL P-4 co BLOCKING (CONY) N x .-...".".'x 2" PERIMETER INSULATION TO x I O � SEALANT < xX. • . 2'-0" BELOW GRADE - "Lo x x ° ° B.O. ACCENT BAND 12 SINGLE I m x� - x SCORE SMOOTH L cn EL 1 1 -4 x . ` FACE CMU ( CENTER OF RAIL �„ _ ° ° x ___III < ------ T.O. MASONRY ;� • . •.: x __ x . < CENTER OF RAIL _ _ EL 12'-0' EL 28 —8 4 1 /2,f xl I== <.:...' .: x .:;_ III=III=1 x :::' ' • x PREMOLDED III-III-� I x::.:v x I I —III -III- ; .:::::: DIRECT APPLIED z SINGLE -SCORED = I x :.•: x°__ :::::::: < EXPANSION —I I I —III —III_ ---- I I=I I —I a < :.:::::: 2 I ACRYLIC FINISHING `1 SEALANT ;� SMOOTH -FACE CMU JOINT WITH I I I —I I I- (III " `" I I -III -III- I SYSTEM PER E.I.F.S. [� Uo REFER STRUCTURAL SEALANT =11 I_ I I=III- -III=III=II < MANFACTURER APPLIED ^ p - x •.•.•.•. SEPERATE SINGLE PLY =III=III (III I < I OVER SMOOTH FACED U) > MEMBRANE ROOFING < CMU W/ FLUSH Q rxi ADHERED TO BLOCK. III=III= III=III= I ( JOINTS Z EXTEND UP AND OVER III -III ° III —II x TOP OF PARAPET III —I I= 4 III —I I= 12" SPLIT FACE CMU W/ I I ~4 —I I I=I I I ° —I I —I I FOAM FILLED INSULATION IN i w x :.:::::: < 00 12 SPLIT —FACE CMU III —I (I—IIIIII—IIIIII—III—III—I I (— x ALL NON —GROUTED CELLS °OLo x DIRECT APPLIED ACRYLIC0 —I I I —I I I —I I—III—III—III—III—III-1 I < :::::::; I STEEL COLUMN N co < FINISHING SYSTEM PER REFER STRUCTURAL P-1 U (D < < E.I.F.S. MANFACTURER I h��°I COMPACTOR I APPLIED OVER SMOOTH Mai = c�it < < FACED CMU W/ FLUSH CHAIN LINK FENCING ® • x .:.;.:.: < I x < CHAIN LINK FENCING I JOINTS FLASHING AT CMU DOOR SECTION < :-:-:.:• < 4" H. W/ 1 " RADIUS 6 < < DIRECT APPLIED < 4" H. W 1 " RADIUS I CMU BLOCK I ACRYLIC FINISHING SCALE: 1 1/2"=V-0" A-3.3 SCALE: 3/4"=V-0" A-1.0 x < CMU BLOCK < SYSTEM PER E.I.F.S. < < HORIZONTAL JOINT MANFACTURER APPLIED co :•.'.•. V Uj DOCK EQUIPMENT »x REINFORCING ® 16 O.C. ,OVER SMOOTH FACED VERY. CMU W/ FLUSH_I •- --. JOINTS w PER MFG. < :::::: .- i < _ REQUIREMENTS `<:::::;:; < 1 - I B.O. 4" 1/2" PREMOLDED X: : < B.O. 4" RADIUSED C.M.U. i ® Q °. �n x : DIUSED CMU I I EL 3'-4 RA " V. EXPANSION JOINT < : : < „ N co a cj w WITH SEALANT < : : < EL 3 -4 I 9 A-3.0 SIM co w : < 15# FELT BONDBREAK 9/A-3.0 SIM z CURB ANGLE REFER O,� G-' STRUCTURAL w < I 0 x < CONCRETE SLAB SINGLE SCORED SINGLE SCORED z O RE: ELECTRICAL FOR - w FIN. FLOOR SINGLE SCORED SPLIT FACE CMU SPLIT FACE CMU -J 0 J-BOX LOCATION - SLOPE N - J EL 0'-0" q r SPLIT FACE CMU BEYOND oo < GRAVEL FILL I I I"' LL- N 1 1/2" PRE —MOLDED II `Ifl�ll 9=oa 9>98 oaa�lllf- GROUT FILL CELLS BELOW I U —III—III I r-5p1 '_, , EXPANSION JOINT W/ 11=1IElI -111 I IIF� x x III—III=III=III- GRADE REFER STRUCTURAL SEALANT —III—III—III—III I III —III —III —III: I w I I-1 I I —III —III I I i- I! I I 1=1 I I-1 I I W �"' ® o L'I —III=III—III—III—II R �II1=1�I—III—III: » FIN. FLOOR I z LOADING DOCK SLAB cn IHII—III_III- "'— "' III=III—III— 2 PERIMETER INSUL. TO VARIES FIN.( FLOORa LL VAR ES J : .SEE STRUCTURAL III—III_I11=1 .II III=III—III: 2'-0" BELOW FINISH GRADE q . ° a � Z v a a � < I I=1 I I-1 11111 111=III=I I I a .° o a • _ a o SLOPE II III III=WWII III„ (III-111- > J (� (n 2" PERIMETER —III—III—III—I I ——III_III II —III III —III- III=11— - FOOTING REF STRUCTURAL ° a o INSULATION = =I I I —I 11=111—I 11=1 11=11 I —III —III III —III —I 1=1 I I: ° 4 • • ° a $ II III III=III—III—III—III—III—III III=III III— ORIGINAL illnlllllilllll lllliilllllilllllilllllllllllilllllilllli11111: ISSUE DATE: 04/15/02 lllillill s PERMIT SET ISSUE DATE: 04/15/02 SECTION AT °° FRONT GARDEN CENTER GARDEN CENTER CONSTRUCTION SET DOCK LEVELER REFERENCE WALL SECTION WALL SECTION WALL SECTION ISSUE DATE: • °. ,° STRUCTURAL FOR FDN, DRAWING NUMBER: 4 " °� °°' FILL AND SLABS 3 SCALE: 3/4"=V-0" A-1.0 SCALE: 1 /2"=V-0" A-1.0 SCALE: 1 /2"=1'-0" A-2,0 SCALE: 1 /2"=V-0" A-2.0 02 A33-V2 A-3.3 33-V 119-155-GOL LPCODE5 • t X X NOTES: 1'-9" X ....... ` DOWNSPOUT COVERS. SEE SHEET 15/A-3.4 NOTES: REFER STRUCTURAL x FOR COVER PLANS AND DETAILS 1. THESE TRANSITIONS ARE REQUIRED AT D.S. WHICH 2" 1'-5" 2' 1. SUPPLY D.S. I' 8"� X FOR GROUTING < : TIE INTO UNDERGROUND STORMDRAIN.(SEE SITE COVERS AS REQUIREMENTS :::::: PLAN) WHERE UNDERGROUND IS NOT INDICATED, 1 _g - SHOWN FOR BELOW FINISH % SUPPLY KICKER TO SPILL AT GRADE. - - - x ....... „ :.:.•:.: x 2 1 -5 2 N I I i ALL D.S. FLOOR 1/2" 1'-4" UNLESS NOTED OTHERWISE .X (U.N.O.) 1 1/2 # x- x 15 FELT 4 I I 00 BONDBREAK TIE DOWNSPOUT INTO STORMDRAIN , , o1 1 X. ' K11 I AS INDICATED; PROVIDE DOWNSPOUT 4 j CONC. SLAB. < < �I TRANSITION, SEE 16/A-3.4 ---------------- -I I I 12 REFER S-1.1 1 /2" PREMOLDED EXPANSION 16 GAGE I I 1 1 /16": DIA. HOLES 2 RIGID x x - GALVANIZED PLAN - FOR 1/2' DIA. X 2' = X JOINT W/ SEALANT I _ _ I HEX HEAD SLEEVE INSULATION TO x x I STEEL x ... XFOUNDATION < ISEAL WITH POLYETHYLENE TAPE I I ANCHORS (ZINC VAPOR .. SMOOTH FACE CMU AT FINISH FLOOR PLATED) :: 6 REQ'D SINGLE PLY MEMBRANE BARRIER SLAB MAY OCCUR SEE PLAN ------- -------- o I I METAL DECKING, ROOFING, REFER x T.O. SLAB SLAB MAY VARY STEEL BENT PLATE REFER STRUCTURAL SPECIFICATIONS. M RETURN MEBRANE BEYOND � REFER S-1.1 AND CIVIL _I 3 16" THICK > k y ` ; ; / RIGID INSULATION, WOOD BLOCKING w.�°° a�_°� 4. 9 7/8 9 7/8 I I (PAINT PER REFER o -J �, , STONE BASE, SEE STRUCTURAL COUNTERSINK 3 8 x 4" LAG w II III=III 4 ° ° 111 err=-- O.D. O.D. m �' -IIHII-I I -III=III=III DRAWINGS A-2.0 INSIDE / m �' cn II=III-III-III-Ili I(-III,�I-III=III= AND OUTSIDE) SPECIFICATIONS BOLT AT 48" O.C. MAX m -III-II I -III -III-. =III-IIIr;;=l II -III 10" 0 PIPE SEE CIVIL DRAWINGS BATT INSULATION _ GRAVEL GUARD. ATTACH W/ SIDE VIEW FRONT VIEW I ' TO FILL VOID #10 x 1" TEK SCREWS WITH w I I -I 11=1 11=1 I I -I _2 �••':' =. ` 7 -I 11=1 11=111- - N� i N z O z w =III.I I=III-III- t III=III=III-III III NEOPRENE WASHERS �' o = -III-III-III- COMPACTED EARTH FILL 1'-1 3/4" Q Y o c III III -III -I V " I! 1=1 I I-1 I I gvo w II III -III -III= -ICI-- FOR FOOTING SIZE AND ' I I ' @ 24" O.C. MAX. STAGGERED O 0 Q III -III -III -I III-III-III=III Q m m 11=III=III-I11= -III-III-III- REINFORCING SEE STRUCTURAL GUTTER STRAP 1 8"x1 " -III=III=III-III-III-III-111-III-III-III-III-III DRAWINGS FRONT ELEVATION SIDE ELEVATION - I\ 036"O.C. / DOWNSPOUT '_ _ SINGLE PLY ROOF � T.O. MASONRY � REAR WALL SECTION TRANSITION DOWNSPOUT COVER MEMBRANE. FULLY ADHERED. 22'-5" - GRID 8 xX EXTERIOR WOOD 22'-0" - GRID 9 'x� �• � � I BLOCKING AS REQUIRED 17SCALE: 1/2 -1 -0 A-2.0 16SCALE: 1 -1 0 A-2.0 15SCALE: 1 -1 0 A-2.0 nR 1 ' RIGID INSULATION, TAPER BEARING PLATE •. •" " :� �.� METAL ANGLE, REFER BEARING TO CAP FLASHING �� - STRUCTURAL 1/4" MIN- 3/8" MAXl- 11 EXPANSION COVER UNLESS NOTED OTHERWISE (U.N.O.) 8 "x 10" GUTTER ENDCA " ENDCAP (TYP.) 1 /4" MIN. 5"x7" D.S-.+-- I I --- 5%7" D.S. 2" MAX. GUTTER EXP. JT. 4SCALE: 3/4"=V-0" A-2.0 /4" MIN STEEL COLUMN REFER STRUCTURAL, FACE OF COLUMN TO BE FLUSH W/ FACE OF MASONRY SEALANT, TYP. GROUT FILLED CELL WITH VERTICAL REINFORCING. REFER STRUCTURAL FILL VOID WITH INSULATION 3/8" CONTROL JOINT WHERE SHOWN ON ELEVATIONS. BACKER ROD AND CONTINUOUS SEALANT -1-- 12" CMU SASH BLOCK (SPLIT, SCORED, OR SMOOTH FACED -SEE DETAILS) 2 5/8" DOUBLE -TEE CONTROL JOINT (FULL HEIGHT) SEE SPECIFICATIONS VERTICAL REINFORCING IN GROUT FILLED CELLS EACH SIDE OF JOINT REFER STRUCTURAL BACKER ROD (FULL HEIGHT) COVER WITH SEALANT (TYPICAL FOR BOTH SIDES OF WALL) 12" CMU SASH BLOCK (SPLIT, SCORED, OR SMOOTH FACED -SEE DETAILS) 2 5/8" DOUBLE -TEE CONTROL JOINT (FULL HEIGHT) SEE SPECIFICATIONS VERTICAL REINFORCING IN GROUT FILLED CELLS EACH SIDE OF JOINT REFER STRUCTURAL DOWNSPOUT BRACKET. ATTACH TO CMU TO AVOID STRADDLING CONTROL JOINT 5" x 7" 24 GA. GALVALUME DOWNSPOUTS WHERE OCCURRING, SEE A-2.0 BACKER ROD (FULL HEIGHT) COVER WITH SEALANT (TYPICAL FOR BOTH SIDES OF WALL) CONTROL JOINT DETAIL 11 SCALE: 1"=V-0" REFER STRUCTURAL x :FINISHED METAL GRAVEL X T PAINTED 8" WIDE x 10" u DEEP GALVALUME GUTTER, �RD/FASCIA ( F-j REFER SPECIFICATIONS EL ANGLUCTURALE REFER 12" CMU BOND ;. "j BENT PLATE GUTTER BRACKET @36"O.C. BEAM, REFER JNTERSINK 3/8 x 2 1/2" STRUCTURAL SPACER CLIP BOLT AT 48" O.C. ERIOR WOOD HORIZONTAL 3/8"x4" MASONRY )CKING CONT. REINFORCING, REFER STRUCTURAL EXPANSION ANCHOR :AK METAL CLOSURE TO /ER WOOD BLOCKING. END ROOF MEMBRANE VN TO PROTECT WOOD GUTTER DETAIL SEPARATE METALS. 9 ,LANT SCALE: 1 112"=V-0" A-3.4 EL JOIST. REFER STRUCTURAL IL )F DECK. REFER STRUCTURAL M -UMN BEYOND. REFER STRUCTURAL. A PREFINISHED METAL COPIN F-2 6 A-3.3 NOTE: REV, TREATED 2x12 CONTINUOUS G RAVEL GUARD TOP OF CMU VARIES _ _ WITH ROOF SLOPE 3/8" DIA. ANCHOR BOLTS FASCIA DETAIL (SEE SHT. A-2.0)� � , STAGGERED AT 2'-8" O.C. lip 1 SCALE: 1 1/2"=V-0" A-3.4 " ' SEALANT AT NAILER RIGID INSULATION I `` (SEE SPECS.) - s SMOOTH FACE CMU 2 SINGLE PLY 12x8x16 CMU GROUT FILLED MEMBRANE BOND BEAM. REFER STRUCTURAL ROOF MEMBRANE, ROOFING:;;:;, FOR REINFORCING 9 A-3.4 FULLY ADHERED :::?. 11 A-3.3 SIM. SINGLE PLY MEMBRANE 10 A-3.4 R-20 RIGID INSULATION - SIM. 7 ROOFING ON 1" RIGID R (REFER SPECIFICATIONS.) 8 M INSULATION. FULLY ADHERED 1" RIGID INSULATION, TAPER CAULK - - - - © GARDEN CENTER UP TO CAP FLASHING SINGLE PLY - _ _ _ I_''_I ':• :_'; JOIST BEARING COLUMN, I 6" I - _ _ CMU FILL SINGLE PLYMEMBRANE MEMBRANE 9 VARIES, REFER STRUCTURAL I PREFINISHED G V ROOFING ROOFING `J I 9 A-3.4 RE: STRUCTURAL X. ARD/FASCI F-2 7/A3.4 EXPANSION BELLOWS. MASONRY CONTROL I _-� I M RIGID INSULATION WALL INSULATION SHALL EXTEND TO 7 - x -� -. -'=.• =-------- -- JOINT I T.O. MASONRY JOIST BEARING SIM. REFER 7/A-1.1 _ REFER I y ABOVE TOP OF ROOF INSULATION LOOSE FILL 7 Kx CAULK I �� ( 22'-9" VARIES RIGID INSULATION (SEE SPECIFICATIONS.} r _ _ _� _ - INSULATION OR PREFORMED INSERTS MAY BE :.' �.>. USED IN LIEU OF FOAM ABOVE BOND BEAM - - I - SPECS.) TAPER TO 1" I (NEAR ROOFLINE) ONLY. VERTICAL I ( : SPACER CLIP o OVER CANOPY AREA. I I Ilii u : REINFORCING IN � .I[� � I � I I {�'„ I % STEEL JOIST. REFER T.O. MASONRY/` < ::::::: % „ „ „ GROUT FILLED CELLS I � I 4 CMU `- - J I ,- % .•-... < CONCRETE GROUT FILLED 12 x8 x16 INSULATION IN CELLS EACH SIDE OF JOINT I STRUCTURAL x _ T.O. MASONRY/b S 22 5 A.F.F. - GRID 8 .. CMU BOND BEAM BOND BEAM. (SEE STRUCTURAL x I' { I 22 -0' A.F.F. - GRID 9 .-.-.. x - ;•" '• REFER STRUCTURAL I �:::t:.-.�� ( VARIES DRAWINGS FOR LOCATION AND • ...... % SEE STRUCTURAL -COLUMN BEYOND, REFER REINFORCING STRUCTURAL, PAINT P-1 X... ........X ) CMU - REFER X x DRAWINGS METAL DECK, REFERof I X A-1.0 FOR TYPE. STEEL JOIST AND METAL DECK(REFER STRUCTURAL <..... STRUCTURAL, PAINT P-6 _ t x < � � x � -• % CMU BOND BEAM SEE PA NMETTL PE 6K ` GIRDER SEAT BEYOND X ..,%% EXPANSION JOINT, RE: x .:X STRUCTURAL DRAWINGS x X PAINT P-6 < . < ::: STRUCTURAL JOIST GIRDER, X ...:.::, JOIST GIRDER I X-.-.:-.-...'. X X x ::: x :::::: < X BEYOND. REFER < BOND BEAM WITH REINF. PAINT P-6 X STRUCTURAL % REFER STRUCTURAL STEEL JOIST AND X x X X x :. X % :. % ... x METAL DECK (REFER STEEL JOIST, X .- x STRUCTURAL), PAINT PAINT P-6 X '.-... CORNER DETAIL x x PAINT DECK AND o x : = GROUT FILL CELLS OF DECK < "':.. . FOAM FILLED INSULATION IN JOISTS P-6 I X x TO SEAL P-6 x X . -:x ALL UNGROUTED CELLS d::K x.: :.x. 8 SCALE: 1"=1'-0" A-1.0 x x x::-: < ...... STEEL JOIST, REFER x 12/A-3.4 X 12x8x16 SMOOTH I < :::::•:•:. < :.•.-.-.-. < x :- < STRUCTURAL, PAINT P-6 < ::: : < X - X........ FACED C.M.U. :.... % < ....... x FILL IN SPACE BETWEEN BOND X X :::::' % :-::: x :.:::: < X x I STEEL GIRDER, x X x :: x- X BEAM AND DECK WITH GROUT " x REFER x x ` ... ` FOAM FILLED INSULATION IN X X STRUCTURAL, ALL UNGROUTED CELLS % ........X X :.._ ... ... X ....... < X........ X METAL ROOF DECKING 11/A-3.4 PAINT P-6 X'::::::= x .:.:: % X I GROUT FILL BOND BEAM x .< < ... . <: < Y X - .-x X X .... : [ REFER TO STRUCTURAL FOR X K :•-� X X X .. R x x - X 12x8x 16 SMOOTH X REINFORCING x ....... X x :.:.::. % -:.::. % x <.'.'•..'.'.'.' < HORIZ. JOINT REIN I x ....-.. x % x'..::: t 12x8x16 SPLIT FACED C.M.U. SMOOTH x .. x ::::::: x ::::::. < FACED C.M.U. x ....... % X ....... < REFER STRUCTURAL o x.- ::.'. C < .-:::. x x x I FACED C.M.U. WHERE SHOWN ON A-2.0) x X :...... x 22'-5' A.F.F. 24GA. GALVALUME DOWNSPOUT < JOIST BEARING x ...... < 11 A 3.4 X . BRACKETS SPACED AT 5'-0" I / • 12 A-3.4 - ~` MAX. O.C. ATTACHED TO < < ® < ::::< ® <� SINGLE COURSE 12x8x16 SINGLE x <....... MASONRY W/ (2) 3/8"0 <....... :::::X SCORED SMOOTH FACED C.M.U. :.:::..x I x x x X x x ..... X x........ x < ....... x X ... .. .. x SLEEVE ANCHORS EACHHORIZ. JOINT REINFORCEMENT x ':.-.•.-.-.-. X REFER STRUCTURAL (WHERE SHOWN ON A-2.0) X.......� ........ ,. X........X K : < 24 GA. GALVALUME 5%7" < <::_::.::::1'-4" A.F.F. % ....... x DOWNSPOUTS WITH I 24GA. GALVALUME DOWNSPOUT K < K K X B.O. SMOOTH FACE < < KICKERS (SEE EXTERIOR < BRACKETS SPACED AT 5'-0" ` STEEL JOISTS SEE ELEVATIONS FOR LOCATION) x MAX. O.C. ATTACHED TO I - x .::::::< STRUCTURAL DRAWINGS FOR o x :x MASONRY W Q x x x SIZE AND LOCATION x / 2) 3 8"� x . < I I X .. SLEEVE ANCHORS/ EACH o < < :: :X <: :< X x WALL SECTION `` CONC. RETAINING <:::::::'< I <- :::< HORIZ. JOINT REINFORCEMENT. K 24 GA. GALVALUME 5"x7" X:_.....-...{ 7 WALL AND X x x x REFER STRUCTURAL < x x x SCALE: 1/2"=1'-0" A-1.0 x x KICKERS KERSOUSEE EIXTERIOR x REINFORCING <:-.:::.:. { I 20' HIGH CHAINLINK X = x.:.'•.:.' x ( " PER STRUCTURAL : < ELEVATIONS FOR LOCATION) x < x FENCE W/ HORIZ. < - K t - - DRAWINGS x .... < N x . ; < 1'-4' RAILS. REFER FOAM FILLED INSULATION IN < X X .X x X < Xx......._ x I SPECS. x . ALL UNGROUTED CELLS""" "` x X ........ A. X ....... x . DOWNSPOUT COVERS. SEE SHEET 15/A-3.4 x < < < < PROVIDE 2 HOUR RATED SEAL 1/2" PREMOLDED =-:::::: X :.... < X x...-.... X x" x x :::::.: r <::::::.x FOR COVER PLANS AND DETAILS x'::::::: < BETWEEN CMU AND BOTTOM OF EXPANSION JOINT K REFER STRUCTURAL x ." " X x . W SEALANT X I = ` '` < < :: FOAM FILLED INSULATION DECK. REFER UL#HW-D-0098 FOR / < :...... < o < . FOR GROUTING x x I 12x8x16 SMOOTH REQUIREMENTS x SIMILAR ASSEMBLY. .I < x::.: : < K , x 2" P.V.C. WEEPS AT < DOWNSPOUT COVER. SEE 15/A-3.4. FACED CMU BELOW FINISH 10'-Off O.G. x ...... F < x .... I FLOOR BOTTOM OF ROOF DECK <....... ` ' ' x. x x HORIZ. JOINT REINF. REFS STRUCTURAL .:.:.: X........X X.......X X.......< WASHED STONE x Q x x x 8„ A.F.F. % X X X BACK FILL. REF: X I < < # 15 FELT Q r STRUCTURAL I x: X %' T.O. SLAB BONDBREAK x X R GROUT FILL AROUND CMU 4 V RIES K < ` # 15 FELT K K x X x X BLOCK AND JOISTS TO I 15 # FELT BOND BREAK X "' BONDBREAK ° 1 2 PREM D PANSION JOINT I CONC. SLAB. X r- < SEAL TIGHT >` 4. / REFER S-1.1 1/2" PREMOLDED EXPANSION °>;' $° �° W/ SEALANT 2" RIGID INSULATION TO < K I < < X °eo �a> FOUNDATION x K ' JOINT W/ SEALANT CONC. SLAB. K K 1/2" PREMOLDED EXPANSION > ' ' TIE DOWNSPOUT INTO STORMDRAIN x x x < REFER S-1.1 < JOINT W/ SEALANT AS INDICATED; PROVIDE DOWNSPOUT o VAPOR BARRIER 2 RIGID :::::- X TRANSITION, X REFER STRUCTURAL FOR x II=a >, ,,�v' SEE 16 A-3.4 I x INSULATION TO < CONC. SPLASH BLOCK AT EACH < STL. ANGLE BRACING (SEE -III > / - x < GROUTING REQMNTS. x x 2 RIGID : x { 11=11,�,°> }e> r °; 11 I� T.O. SLAB CONCRETE B. x FOUNDATION x DOWNSPOUT. : SMOOTH FACE CMU AT FINISH FLOOR STRUCT. SEAL WITH POLYETHYLENE TAPE X BELOW FINISH FLOOR X INSULATION TO 0'-0' REFER S-1.1 x < > X X SMOOTH FACE CM AT FINIS FLOOR FOUNDATION x VAPOR x < 1 U H A.T.C. IF INDICATED (SEE II -III = ' _° ,, T.O. SLAB 1 /2" PREMOLDED EXPANSION BARRIER X o x 2 _ X SLAB MAY OCCUR SEE PLAN SLAB MAY OCCUR SEE PLAN III -II �- x p. °s_ X x % % X < RM. FIN. SCHED.) II-1TI ,8°', 4,>s>,°• .; i IES I N x K JOINT W/ SEALANT x :-X <:::: •-x z < d <.. X %.. w 4 ..` a z. I o, EDGE OF SLAB/ T.O. SLAB o w T.O. SLAB SLAB MAY VARY T.O. SLAB LAB MAY VARY C.M.U. WALL - BUILD WALL IN - '>- - -'_� SLAB SL PES 1 4 PER „ _III III:.:...° A _ - I_ u_gll-nl_ / - _ _ _ - - -0 _ REFER S 1.1 AND CIVIL 0' 0" EFER S 1.1 AND CIVIL 1 6 7 8 0 0 0 w � - o:i.;.o-"a°>s:.y.o. - - - - - I .. / (n I I-III-1..> t I -III -I I n-III-III-I I x t '4 00. 00. - V V -0 FOOT SEE SITE GRADING G <.. ; � x - - -Pei - - - - l Q s ACCORDANCE W U.L. U905 S ( •.•°.- b- a '° b°o . odc° o° do° b o b'• - - - - - 000c � � o b •. .' •'o.°a o o ' ' oo'o 'o c c��if as z -III-III-.> . .. • II-III-I�_II1-III_ a. a4co o:.a a °'a o s b 9 e r n. .r .r m a `.•: a J > STONE BASE SEE STRUCTURAL - II_I II III .. II _III_III h II II _ _� = �_"K • � E TR •.� � AT 8"&12 C.M.U. PLAN FOR SPOT GRADES °°o:�s -�a::: ...::.... � s _:=.6 _ z - - .> • ., ,-;.. <...e... �. e, - o - � - - - Z Z - - - - f- _III -I I f-III - �-11 -III-�-Ih'_�,r_-- -III - - . ro . • -. � � . a _ - - - - - - sb +>, P o - - - r m I I I I -III :... - - - < ' < :•: - - z II-111_III_)I, III III_II I I _II�� - II -III -III -III- - -II-III-III-III-III v o o _ - _ - _ III III DRAWINGS w II II• III _ III III _ STONE BASE, SEE STRUCTURAL _ _ _ _ �e _ _ _ I I = PAVEMENT REFER CIVIL -- - - _ - - _ - _ - - _ -j o w o _ w w i-III_III_I _li ___I II_I11=III m w w =III=III II - _ _-III-II I_III_ _ -III III III I i. _III i I I_ _III_ III -1 I H I -1 I I-1 I I-1 I I-1 I< !-1 I I-1 I �I 11=1 I-1 I-1 I I-1 v) In I I-111-1 I I-1 I I_I I 11=1 11=1 11=1 I FI 11= w 1=1 11=1 I -I 11=1 I I I -III -I I I -I 11=1 11=1 T 10 PIPE, SEE CIVIL I , I_ Q�V)o I m _ _ - _ _ _ _ _ _ CD _ _ _ _ _ _ _ _ _ DRAWINGS _ I- - � _ _ x - - - - - D E 0 - - - - - - - - - m w II_Ili I 1. I,lIIII_II I I �__ _ FOR TYPE AN LEVATI N II-111_II• III_II-III ICIII_III III_III_III_III_ w m Q w =11i=III=III=III- _III=III=III=III-III m rn =III-Ili-_TI=1!-1 -1TI=III= =III=1T_I= c� 4 VINYL BASE I F 4, =1 I i= DRAWINGS III I I=_ -1 I I� I I-1 I �I I-1 I I -I I -1 I I-1 I H I I-1 I I-1 I I-1 I I-1 > > I- _ - I- -III-I I -..- III-III-III=III-I w - a - I I _ _ ;_ _ ? .... 7 _ _ _ _ _ _ = f- I - w w w II=III-1I1=111=1 ; Z -III=111=1I1=1 m z w II_II�_III VAPOR BARRIER I(_I11=1�ti(1�TT Iif-III-III-il 1 2" PREMOLDED II_III_II. III III -III„ I III III_III_III_III ,III o L o z z z O z w -III= I-i = II= �:-F� -- < II I- _ _ - =1 1=1 _ = I- �" �`�:� l ll= _ _ _ w x REQUIRED (SEE FIN. -III-III- ° III -III- '=III=III=11f= / -III-III-II=III-=1i .. "' "'-"' -r z Q o c� o w v� O o z II II I III -III III III COMPACTED EARTH FILL z o z w I II-III_II III_Illlillll_III_ �' I I-1 I-1 I-1 I-1 II _III-1 I !�1 I I EXPANSION J 01 NT T=1TI=1 11=1 r-1TI-1 I I-III-1TI-I I k1= ". I I I=1 I I=1 Il-= O o v) r1lS C H E D. _III -III- - I I-1 I I- -- 1= _-_-_ ------ Q Y o �' -1 I I=1 I I=1 I i=1 "=III =1 I I-1 I I w _ _ _ _ _ _ _ - ,_ I_ I _ _ 111, , ,III I In I I -I I I=�_I I I I H I H I I III I I _I w � O w - - - Q Y o - - - _ „_ - I I-111-I -I I _I I F- I I I=III- I I -I I �I ^ I -I I I-11 I W SEALANT �- - - - _ - - - w I I=111_I 11=I I I_ ° =111= _ - �_I I I_I I I_I I I= �I_�= _ _ _ _ _ I I I I / II_III-III III III_ III_III II III- O L w = - - - _ - - FOR FOOTING SIZE AND L� z c w _ _ - - ,..; ' - _„ 1= _ COMPACTED EARTH FILL o J -I 1=1(1=1 1=� . 1=1 1=1 1=1 I H O cn �iI- "-"'-' I I I I I-1 I I-1 I I-1 I I-1 I r_11=1_TI=1T_I-TI 1= z Q m m I I-III-1 =111= REINFORCING SEE STRUCTURAL o w Q J I 11=1 11=1 11=1 I I- -III-1 11=1 -! 1- 2 1- 2 I L J I =1 I1=1 I I-11I 11-1 I-_-_-_- !-_-1I 1-1 I H I1-1 I1-1 11-1 -�-III-III-I I -III -I 11=1 I I -I 11=1 11=1) I=T=1 I z Q m m w cn _I 11=1 I H I I-1 11=1 11=1I I-1 11=1 11=1 11=1 11=1I 1=1 I I_ FOR FOOTING SIZE AND REINFORCING I - - - - - - - - DRAWINGS - SEE STRUCTURAL DRAWINGS FIRE RATED COVERED COVERED COVERED WALL SECTION AREA SECTION AREA SECTION AREA SECTION REAR WALL SECTION SIDE WALL SECTION „_ 3 2 SCALE: 1/2"=V-0" A-1.0, A-2,0 1 SCALE: 1/2"=V-0" A-1.0, A-2.0 03118/02 6 SCALE: 1/2"=V-0" A-1.0 5 SCALE: 1/2"=V-0" A-1.0, A-2,0 4 SCALE: 1/2 -0 A-1,0, A-2.0 _ f SCALE. 1!2ii0ii A-1.0, A-2.0 A34-V2 119-155-GCL LPCODE5 COLUMN DETAIL 13 SCALE: 1"=V-0" A-1.0, A-2.0 CONTROL JOINT DETAIL 1 SCALE: 1"=V-0" A-1,0, A-2,0 A-1.0, A-2.0 7r L ® W EmSV HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 RACKING PLAN 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 04115t02 AND IT IS NOT SUITAB:E 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. • o 0 o °O ao � ? o ^ 'o V v� cn O° j � V 0 00 n oc u � p Do IS 0 ^' • m 0 a 0 / 1 N Lo O zN O co 0co m C9 ® cr)r CL� � UA►`�-� z z C) U O w �> I wO I_ - O O < v 00 � cp WU =(y) o LU Q w U w 0 Q m 0 r � � z Z O1 O Q� o Ll O�0� U 0 0 W L.L O ./ o U) - L.L p .. W ° Z Z Z U w � Q O Q J u m• • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: A-3.4 I n • rl ' � Y 1 • R 0 0 M F I N I S H S C H E D U L E ROOM NO. ROOM NAME FLOOR\FINISH BASE WALLS\FINISH CEILING FINISH CEILING HEIGHT REMARKS NO. ,.z.,ROOM NAME... ,...... ....... :......, .. FLOOR\FINISH BASE WALLS\FINISH__. CEI.L.ING FINISH CEILING..:HQGHT REMARKS 101 SALES FLOOR CONCRETE\NONE 4" VINYL @ GYP. CMU,\ EXPOSED\PAINTED NONE 120 `:. NOT USED - - - BD. WALLS ONLY PAINTED 102 VESTIBULE CONCRETE \ BROOM FINISH 4" VINYL CMU \ PAINTED (EPDXY) 2'x2' A.T.C. \ HEAVY DUTY » 15 -6 A.F.F. VINYL FACED GYP. BD. CEILING PANELS 121 NOT USED - ;,.:.:......:'`'.....:::....-",...: - : ''.....: ',. - :'. i ...:;',.....- ...... - - 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 \cmu 4" VINYL D EXPOSED\PAINTED NONE BROOM FINISH PAINT EPDXY_ 105 VESTIBULE CONCRETE \ BROOM FINISH 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. 124 PTC OFFICE CONCRETE NONE \ 4" VINYL CMU, GYP. BD. \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. 106 FOYER CONCRETE\NONE 4" VINYL CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. ,' ._2;. ....:..... ............ ...._._,--.. :...-..._.............:..._. ... 125 CLASSROOM CONCRETE\NONE 4 VINYL CMU, GYP. BE. PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD > 9-0 A.F.F. 107 MONEY ROOM CONCRETE NONE \ 4" VINYL CMU GYP BD\PAINTED TEXTURE "WHITE" 9 -0 A.F.F. `, PROVIDE CARBON STEEL SECURITY MESH AT s 126 UTILITY CLOSET CONCRETE\NONE 4' VINYL GYP BD PAINTED 2'x2' A.T.C. \ STANDARD , 9 -0' A.F.F. PAINTED (EPDXY) CEILING (SEE DETAIL ON SHEET A-4.2) EPDXY PAINT 108 PICKUP CONCRETE NONE \ 4" VINYL CMU \ GYP BD\PAINTED TEXTURE"WHITE"CEILING 9'-0" A.F.F. is PROVIDE CARBON STEEL SECURITY MESH AT { 127 JANITOR CONCRETE\NONE 4" VINYL FRP 2'x2 TILE CLG, \ 9 -0 A.F.F. FRP APPLIED UP TO 9'-0" AFF PAINTED (EPDXY) (SEE DETAIL ON SHEET A-4.2) HEAVY DUTY 109 PROCESSING CONCRETE\NONE 4" VINYL CMU \ 2'x4' A.T.C. \ 9'-0" A.F.F. "'' ' '` '"- ` 128 UNISEX TOILET TILE 6" TILE R GYP \ 2'x2' A.T.C. \ 9'-0" A.F.F. EPDXY PAINT ON WATER RESIST GYP PAINTED (EPDXY) STANDARD CERAMIC TITLE STANDARD REF A-4.1 FOR FINISH LOCATIONS 110 RETURNS CONCRETE\NONE 4" VINYL CMU \ 2'x2' A.T.C. \ 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 129 ALCOVE CONCRETE NONE \ 4" VINYL CMU, GYP. BID \ 2'x4' A.T.C. \ STANDARD 9'-0" A.F.F. PAINTED (EPDXY) HEAVY DUTY PAINTED (EPDXY) 111 VESTIBULE CONCRETE \ 4 VINYL CMU \ 2'x2' A.T.C. \ 15'-6" A.F.F. VINYL FACED GYP. BD. CEILING PANELS 130 MEN'S TOILET TILE 6" TILE WR GYP BD\ 2'x4' A.T.C. \ 9'-0" A.F.F. EPDXY PAINT ON WATER RESIST GYP BROOM FINISH PAINTED (EPDXY) HEAVY DUTY CERAMIC TILE STANDARD REF A-4.1 FOR FINISH LOCATIONS 112 ELECTRICAL ROOM #2 CONCRETE\NONE NONE CMU \ 2'x4' A.T.C. \ 13'-10" A.F.F. 131 WOMEN'S TOILET TILE » 6 TILE WR GYP BD 2'x4' A.T.C. \ STANDARD » 9 -0 A.F.F. EPDXY PAINT ON WATER RESIST GYP PAINTED (EPDXY) STANDARD CERAMIC TILE REF A-4.1 FOR FINISH LOCATIONS 1 j 3 ELECTRICAL CLOSET CONCRETE\NONE NONE CMU, GYP BOARD\ PAINTED (EPDXY) GYP BD\PAINTED TEXTURE WHITE 10'-0" A.F.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'-0" 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) \ 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 \ 2'x2' A.T.C. \ 15'-6" A.F.F. VINYL FACED GYP, BD. CEILING PANELS 135 ELECTRICAL CLOSET CONCRETE\NONE NONE CMU \ GYP BD\PAINTED "WHITE" 10'-0" A.F.F. 2 HOUR RATED WALLS AND CEILING PAINTED HEAVY DUTY PAINTED (EPDXY) TEXTURE 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" A.F.F. PAINTED EPDXY STANDARD 118 RECEIVING OFFICE CONCRETE NONE \ 4" VINYL CMU \ PAINTED EXPOSED\ PAINTED @ ROOF NONE 137 ALCOVE CONCRETE\NONE NONE CMU \ PAINTED (EPDXY) 2'x4' A.T.C. \ STANDARD 11'-4" A.F.F. 119 STORAGE CONCRETE\NONE NONE CmU EXPOSED\PAINTED NONE PAINTED G EL�CTF CLOS 2 HOUR RATED SHAFTWALL CEILING AT 10'-0" REFER 1 O/A-2.2 1'-8" G EN ERATOR/TRANS FORMER PAD PLAN 5 SCALE: 1/8"=V-0" A-1.0 , » y12 -0 6'-0 o r c s , � 18 I " 11, RECEIVING °0 o •, 0 s OFFICE N I o 0 18 i t � 5.14 _-1 -0"/t\ 44'-011 6'-g" M.O. RECEIVING 2 OFFICE PLAN SCALE: 1/8"=V-0" A-1.0 1'-6" ENLARGED VESTIBULE FLOOR PLAN 2 '-0" 32'-- 6'-8" 1 13'-4" 18'-0" M.O. 17 A-5.0 of I C- 01A 0 CO I o 14/A-5.0 iv oao 5'-4" r I 16B � 00 I N o 0 0I_ N" 1 0 I N " KEY BOX MODEL o #3270. VERIFY LOCATION WITH FIRE (OFFICIAL. KEYNOTES 1.01 2.02 GALVANIZED CHAINLINK FENCE W/ 2" BLACK FABRIC. 5/8"HEAVY DUTY BLACK FABRIC TO 5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOT. @ 9'-6" A.F.F. REFER TO A-2.2. 12'-0" A.F.F. REFER SPECS. .:..... ..:...... 5.14 6 E BOLLARDS REFER DETAIL S-3 2 2.05 GALVANIZED CHAIN LINK FENCE 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 ••-` 6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/ 1/2" DIA x 4" EXPANSION BOLTS, .....:• '.:., ......:.... :. .. :.......:._....._.:�''......: ....::........: �•.' ....:;:...__-:�� ..... .. .... .... .... ,... .. COUNTERS INK, @ 3'-0" OC, MOUNT W/ BOTTOM ®5" AFF MIN 3.02 CONCRETE SIDEWALK 6.02 4x8x3/4" FRT PLYWOOD W/ TOP @ 9'-0" AFF, PAINT BOTH SIDES W/ INTUMESCENT PAINT 3.03 TACTILE WARNING GROOVES IN CONCRETE REF: STRUCTURAL PRIOR TO MOUNTING 3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER 7.11 EDGE OF METAL CANOPY. STRUCTURAL SHEET S1.1 9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET 3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW. SHEET S1.1 5.01 ROOF ACCESS LADDER. SEE SHT. A-7.0 FOR LADDER DETAILS. 5.03 TUBE STEEL COLUMN. 14 TOTAL SPRINKLER 115 73' - 4" u 15 SPRINKLER ~ 115 I 1 10:1 �- - �i 8 A-5.0 If � I 34'-8" 101 c' n /n» F WALL TYPES: a-- 1 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK. n 1A 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK ' AND SEAL (1-HR UL DESIGN U905; REF: 8/A-2.2) n IIno > .�t-�: 1B 12" SMOOTH FACE CMU, EXTEND TO BOTTOM OF ROOF DECK AND SEAL (2-HR UL DESIGN U905; REF: 8/A-2.2) ' 1C 12" SPLIT FACE CMU W/ FOAM INSULATION, (SIM TO 3/A-3.3) 3-5/8" x 25 GA METAL STUD FURRING @ 16" OC W/ 5/8" "WR" GYPSUM BOARD ON ONE 0� QQ00, SIDE TO 9'-4",._ AFE.., 2 8" SMOOTH FACE CMU, EXTEND TO BOT OF ROOF DECK 2A . 8" SMOOTH FACE CMU, EXTEND TO 16'-8" A.F.F. 2B 'i 8" SMOOTH FACE CMU, EXTEND TO BOT OF ROOF DECK AND SEAL (2-HR UL DESIGN U905; REF. 8/A-2.2) Q'0 .0Qm { 2C`, 8" SMOOTH FACE CMU, EXTEND TO 9'-4" AFF.O 07 2D•:;` 8" SMOOTH FACE CMU, EXTEND TO 16'-0" AFF 2E; 8" SPLIT FACE CMU, EXTEND AS DETAILED nn (�n 3 '; 6" x 20 GA METAL STUDS @ 16" OC, 5/8" FIRE RATED _ GYP BD EACH SIDE, EXTEND `. TO 9'-4" AFF 3A ;6" x 20 GA METAL STUDS @ 16" OC, 5/8" GYP BD EACH SIDE, ACOUSTICAL BATT INSULATION, IyAwIWywLwml ;EXTEND TO 10'-0" AFF 4 \,3-5/8" x 25 GA METAL STUDS @ 16" OC, 5/8" `GYP BD EA SIDE,EXTEND ABOVE CEILING ;• 4A`:. 3-5/8" x 25 GA METAL STUDS @ 16" OC, 5/8" GYP BD EA SIDE, ACOUSTICAL BATT INSULATION, `. EXTEND TO 10'-0" AFF 5 2 1/2" 25 GA METAL C-H STUDS W/ 1 " RATED SHAFFLINER 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 ;� (2-HR UL DESIGN U428; REF. 10/A-2.2) 6 z`6" SMOOTH FACE CMU, EXTEND 9'-4" AFF 1 7 l 7/8" X 25 GA METAL FURRING CHANNEL @ 16" OC, W/ -'' 5/8" GYP BD, EXTEND TO 9'-4" AFF Y ATTACHED TO 8" OR 12" SMOOTH FACE CMU, AS INDICATED ON THE PLAN LEGEND: 1-HR. RATED WALL I 2-HR. RATED WALL DOOR NUMBER REFER A-6.0 xx WINDOW;-iNUMSER REFER(A-6.0 GATE NUMBER REFER A-6.0 x 0 E D ECESV(D 7r,L 0 W HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, INC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION RACKING PLAN 06.20.02 ® CODE COMMENTS ► Y THIS DRAWING IS THE PROPERTY OF LOW'c 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 SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15102 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE ORATALATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF Y PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS ► CONTRARY TO THE LAW. • • �7 M.O. i 42' 0" j 48'-0" 36'-0" 4' -4" I 1/2" ' " 41-6 ' " ' " ' -10 3/4" I -14'-11 ' 1/4" 12'-8"1 9'-4" g'-0" C , 00 N 00j 5.03 5.03 I " ------- ----- _____ _ _� - -$ ��v o - - -- --- _ _ ®vim - - e - _ __ _ vim.® oo - ► I I -------- ---- LCOVE w 136 4 _ 1 JANITOR 25I - --- 24PTC 137 I 33 4 32 cv 127 6/A-2.2 I ;n `� OFFICE DISTRICT , ASSISTANT Q4MANAGER %LOSET] N i I__..;� 4 MANAGER A:2a 132 4',' UNIS X1 I r- CLASSROOM DI 02A 1 3A 3A A 3ATOILETI 43A 4 I 125 4 o I VESTIBULE I - = O O O 0000 a O O O I 0 O a 6 4 128 3A O i° n o 2 3 I I i I d I " oI , V 102 N \ I 0 � I o N w� i 02B I ' i 4 T 4 `J i i i--MEN'S 00 Do oTOILET Q I j 131 4A :TOILET 130 `:, FLOOR DRAIN, TYP � of 03B ... ...._.`. �o I 7 � n�nn �, 1C nn�n � I �'+01 ® ®®I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 A-4.1 1 1 0 - -7.1 1 N I o 3.03 3.02 1 8 A-5.0 ' I O L- - --- ---------- ----- "I � OPP. HAND 5'-4" -4'- 0" 16'-0 1/2" 4'-0" 5'-4" 55'-2 3/4" 29'-1 1 /4" 4'-0" 10'-8" 5'-4" M.O. 24'-0 1/2" 93'-8" 11'-8" ENLARGED FLOOR PLAN SCALE: 1 /8"=V-0" K J.05 J H i 183'-3 1,/2" 48'-0" 36'-0" 48'-0" 26'-7" 10'-11 1/2" 10'-5 1/2" 20'_0" 41'-11 1/2" 5'-6 1/2" V1.0. 3,-41' 16'-4" 9'-8" 11'-9 1/2" 4'-8" I 5'-7" 10'-11 1/2" 5'-0" 4'-0» 5'-4" 5'-8" `v 10 A-5.0 �! � 1 L0 o. 1A :+�' ? ,R �I ---------------- � QS------------ ------------ " » n1' °�2'-003A » v o 23'-4" % ' RETUR S i M .0. 2C \ " 1 10 1 6 0, PROCESSING O 2C 2C „ I 1-.6 A-5.0 :` `:• J VEST�BULE==7 2C 2C d 2 `� BREAKROOM 2 2A �� 1 1 11 1 1 A-5.0 07 1,_4 , o " DI f- - - I -0»I r4,-0 103 2e �' 14 ELECTRICAL I 'I'' t 1 °' 2c MONE 04 2C ROOM #2 I 12 I 1 CI I 09 I 107 TELEPHONE 1 14 N r7 I i " s 0 2C 62. `� I j 2c PICK-UP 2c VESTIBUL its 108 105 0 1 1 B `r 08 05 7 A-5.0 - a 18'-C C,4 - - 18'-0" 5'-4r I----- - - -- - - - - - - ------ 3'-8" 16'-4" 37'-3" 26'-5" 9'-4" 5'-8" 41'-11 1/2" 3'-11 3/4" 3'-11 3/4' 61'-8" 4'-0" 16'-0 1/2" 4'-0" 24'-8" 3'-4' 3'-4" 39'-11 1/2" CLEAR M.O. M.O. M.O. 61 '-8" 32'-0" 73'-1 1 1/2" A ENLARGED FLOOR PLAN �Go L > w O ~1 < mt 4'-1 1 1/2" C4 00 L0 0� " m 0 ' Y _j m U 0o 06 w Q j_ ► o 0o U) z m 2 N t N �LL ®� l.L ® o N W z O o' i p. 03B of Lj- O o W Z LL Z zU) W . c� O Z O O Q o III Lu ELI ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 4'-0" CONSTRUCTION SET ISSUE DATE: 24'-0 1/2" DRAWING NUMBER: EDGE OF PILAST02/18/02 ER Aao-vz A-4.0 Y LPCODE5 1 ..:.� • V ❑ j -- - — - - -- - - - - - - - - -- — - - - — -- ----r -- - — - -- — - — - - — -- -- — - - 0 F LOWEES "�HOME CENTERS, ARrIIINl6PRIfATP_P 1 Nc a TILE ON 5/8" GYP. BOARD ON METAL STUDS 2X FIRE TREATED WOOD BLOCKING, ANCHOR TO STUDS LAG BOLTS BY PARTITION SUPPLIER DOOR MOUNTING DETAIL 1 6 SCALE: 1/4"=l" 1/A-4,1 FLOOR MOUNTED TOILET PARTITIONS GRAB BAR FLOOR MOUNTED T P TOILET HOLDER 'ARTITIONS NAPKIN DISPOSAL REFER o _ PLUMBING EETS FOR N I FIXTURES MUUIV 1 tU "., ,1.,1� �� ��I \ IV11 11— URINAL BULLNOSE BASE PARTITIONS MEN'S TOILET ELEV 12 SCALE: 3/8"=V-0" 1/A-4.1 I,lqxwilIIL lltm PAI I\ BULLNOSE TIL AT EDG REFER T PLUMBING SHEET FOR FIXTURE 6"x6" BULLNOE TILE BAS11 MEN'S TOILET ELEV 8 SCALE: 3/8"=V-0" 1/A-4,1 FLOOR DRAIN, RE PLUMBIN 6" X 6" TILE AROU< PERIMETE 12" X 12" TILE, TY 6" X 6" TILE, TYf 6" X 6" BULLNOSE CERAMIC TILE 12" X 12" TILE f—BEYOND -------------- ---------- I I I I I I I I I I I I 1 I 3'i6" I; 4 I I I 0 I I I I I I FLOOR MOUNTED URINAL 'ARTITIONS TOILET FLOOR FINISH PLAN 14 SCALE: 1/4"=l'-01' 1/A-4.1 CEILING LINE PAINT 0 I BULLNOSE TILE AT EDGE �.vvl ♦ Irly v�.. �v � v1a_�1 1 . \I ., 111v1... V .\ V VLI\ll1YI1V I IL-.L WOMEN'S TOILET ELEV 1 o SCALE: 3/8"=V-0" 1/A-4.1 DISPENSER SUPPLY AND DRAIN, TYP. WALL MOUNTED LAVATORIES v WOMEN'S TOILET ELEV 7 SCALE: 3/8"=V-0" 1/A-4.1 4IN, REFER PLUMBING _E AROUND PERIMETER ' TILE, TYP TILE, TYP 6" BULLN( CERAMIC - PARTITIONS SHEETS FOR FIXTURES FIXTURES WOMEN'S TOILET ELEV 1 3 SCALE: 3/8"=1'-01' 1/A-4,1 11--.VV1\ 1YIV MY II_V 1VILLI I !\I\1111V1\J MEN'S TOILET ELEV 9 SCALE: 3/8"=l'-0" 1/A-4.1 WALL MOUNTED LAVATORIES SUPPLY AND DRAIN, TYP. DISPENSER NOTE: MEN'S TOILET ELEV ALL RESTROOM DIMENSIONS 6 SCALE: 3/811=V-0" 1/A-4,1 O ARE GIVEN TO THE FACE OF GYPSUM BOARD FLOOR IUNTED TOILET FITIONS E e � REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 & RACKING PLAN 4 THIS DRAWING IS THE PROPERTY OF LOWS 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 0414,5102 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. V r—I O 00 O 00 O ' OC � cn 1 r� CD 7 p b � � oX°O 3 :Gpo OC � m 0 co N O z40Lo - c� �00 Lo O m ■ � CD ul 4 U � z Y U W Q j-� U) C3 /.ct� WO rH Q 't l J W o6 w ® co Lo co = M !�1 r e } m 0 w Y U w 2 U 06 cl)z � m n/ Z O 1 'n LL �� o rn O O O //nn �O/ p VJ � O � L.L Q W Z � VJ Q Z W W OJ L.l.. W U) a 1 e ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: A-4.1 e it It • i L io W Erm Sr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 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. MASO N RYA 9'-41 B.O. CEILING jk 9'-0„ 5/8" GYP. BOARD ON 3 ,,,5/8" 20 GA. METAL STUDS @ 16" O.C. CMU WALL - REFER WALL TYPES SECURITY DETAIL SCALE: 11/2"=1'-0" LEGEND ATC: ACOUSTICAL TILE CEILING HDCT: HEAVY DUTY CEILING TILE LAY -IN CLG GRID 2X4LIGHT FIXTURE 0 1 X 4 LIGHT FIXTURE O RECESSED LIGHT FIXTURE ®SUPPLY AIR DIFFUSER LINEAR GRILL ®RETURN AIR DIFFUSER SUPPLY AIR DIFFUSER IN GYP BD CLG • SPRINKLER HEAD NOTE: CENTER THE LAY -IN CLG GRID EACH WAY IN EACH SPACE, UNLESS DIMENSIONED OTHERWISE o_ C ROUT FILLED CMU BOND EAM ARBON STEEL 1 1/2" #9 ATTENED 10 GA. KPANDED METAL. ATTACH D METAL STUDS @ 16" C . EAC H WAY T.O. MASONRYjk 9'-4"qV B.O. CEILING jk 9' - 0" /8" GYP. BOARD ON 5/8" 20 GA. METAL FUDS @ 16" O.C. MU WALL - REFER WALL (PES 3 SECURITY DETAIL SCALE: 11/2"=1'-0" CLIP ANGLE KICKERS AT 48" O.C. 12" CONCRETE MASONRY UNIT LINTEL BEAM AND STUDS REFER STRUCTURAL 4" DEEP CMU BLOCK TO MATCH 12" CMU WELDED METAL TIES REFER STRUCTURAL PAINTED STEEL PLATE REFER STRUCTURAL CMU WALL BEYOND ACOUSTIC LAY -IN CEILING 5/8" GYPSUM BOARD ON 3 5/8" 25 GA. METAL STUDS @ 16" O.C. -7 SOFFIT DETAIL SCALE: 3/4"=1'-0" 2.1 n AY -IN -CEILING 2" CONCRETE MASONRY INIT TEEL STUDS EFER STRUCTURAL AINTED STEEL TUBE EAM REFER STRUCTURAL MU WALL BEYOND EAD RECEPTOR FOR EFLECTION ,UTO SLIDER HEAD 6 SOFFIT DETAIL SCALE: 3/4"=1'-0" m LAY-IN-CLG. ot B.O.M. 8'-8" a SOFFIT DETAIL SCALE: 3/4"=1'4" IN SEE 1 /A-4.2 FOR C CEILING PLAN FOR CONTINUATION i� A 2 SCALE: 1/8"=1'-0" 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 nL nK ni nH nc REFLECTED CEILING PLAN 1 SCALE: 1/8"=V-0" • 'l1 A 02/18/02 A42-V2 1 5- I L-C DE5 REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 RACKING PLAN 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 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 DRAT 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 CONTRARY TO THE IS NOT AUTHORIZED AND IS LAW. 0 oc 0 00 o o Bq 0 0 � m O p O 00 V � O • xl Q � o vi H • m ei o P, • • cn III-) ILL c 4Lo ® zN - cy) NAMII..I� O C6 ff� Lo 00 ® Lu W U �eM 4 Z �T� 0 w 0 O �•j U) > C3w r'''•I 0 4 11 U) 0 ' j•� + Lu d. v r 1 co Lo V N � • 1® • � j- o Z Y Q Iui W 2 U fa. V Q Z �_ m W O9 U J � 0 u uuj N 00�° r- _ Q �0 w w 6 Z LLL . I.LLjj Q < Z W od cn of s • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: A-4.2 10 v Y Lowrr HOME CENTERS, INC. ... .... .........-----------__,_ x , • • • • • • P.O. BOX 1111 N. WILKESBORO, NC 28656 rr x x • • nx REVISIONS x _ ACOUSTICAL LAY -I PRE -BID SET POST BID SET CEILING SYSTEM x O ISSUE DATE ISSUE DATE x_ DATE DESCRIPTION MOUNT SPRING ANCHOR x . X BRACKET TO TUBE STEEL x 05.24.02 RACKING PLAN X X f771 12 FRAME PER MANUFACTURER'S x -_ LJ8" SMOOTH STANDARD FACE CMU OVERHEAD DOOR TRACK ' HOLLOW METAL ::.:: i I DOOR AND FRAME 8 -8" x REFER STRUCTURAL HOLLOW METAL x x El FOR REINFORCING DOOR AND FRAME 4 4 12" SMOOTH FACE CMU AUTO -SLIDER 8'-0" x :.::::' x . ' ENTRANCE O x .:::::: " < REFER STRUCTURAL Q x ,y r� x� ;,. FOR REINFORCING TUBE STEEL FRAME x X 111 � •o � rI� X x x x x 6"x4" STEEL TUBE ; x I x 31x X - B.O. BEAM � FRAME PAINT TO � 7'-4 f �.. x 01A x x g MATCH CMU WALLS r 't x Iix x ., I - X 13 A -5.0 O / THIS DRAWING IS THE PROPERTY OF LOW2SHO ME i CENT"cRS, INC. ANY USE OR REPRODUCTION IN WHOLE I •C . . :mot"• ... `_ o' ou I ® OR PART IS PR HIBITED WITHOUT THE EXPRESSED I x '� "-•' � , ' I `- � ::: `'. '?.:..- ^ "• •' � :�i W WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. I %p Q COPYRIGHT 2001 ALL RIGHTS RESERVED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J � MOUNT TRAFFIC D00 HINGES TO TUBE STEEL THIS DRAWING WAS PRSTIPULATION FOR EPARED FOR USE ONA LL. w SPECIFIC SITE AT SANFORD, F! FRAM E CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON RADIUS I W 04/15f02 AND IT IS NOT SUITABLE FOR USE ON A ACCENT O DIFFERENT PROJECT SITE ORATA LATERTIME. USE ":"' u~i I TRAFFIC DOOR, SEE O OF THIS DRAWING FOR REFERENCE0 XAMP!EON ti.:... BAND BELOW I i 12" SINGLE SCORE SPLIT FACED CMU UP TO 4'-0» 3 -11 3/4 16 -0 1 2 I ANOTHER PROJECT REQUIRES THE SERAGS OF DOOR SCHEDULE PROPERLY LICENSED ARCHITECTS AND ENGINEERS. 3-4" ,✓; } .••'"`,•`f0 M' 0' 0 REPRODUCTION OF THIS DRAWING FOR REUSE ON 12" SPLIT FACED CMU o IMPACT DOOR, SEE ANOTHER PROJECT ISNOT AUTHORIZED AND IS DOOR SCHEDULE CONTRARY TO THE LAW. 4"H. RADIUSED MASONRY UNIT FROM 3'-4" o F 6"x4" STEEL TUBE INSIDE OUTSIDE • TO 3'-8" FRAME PAINT TO Y MATCH CMU WALLS ACRYLIC FINISHING SYSTEM APPLIED OVER 12" :=.;; ': 13/A-5.0 SMOOTH FACED CMU W/ FLUSH JOINTS FROM "TEARDROP" BUMPER S-8" UP ON EXTERIOR, ACRYLIC x IMPACT PLATE ON y2' INTERIOR MOUNT IMPACT DOOR I _ 2 6" 5'-4" 1'-4" 3'-4" HINGES TO TUBE STEEL M.O. OUTSIDE FRAME PLAN DETAIL PLAN DETAIL DR. ELEVATION 2 #16B SECTION @ DR. #16A & B • 1 7 SCALE; 3/4 -1 0 1/A-1,0 15SCALE:1/2 -1 0 14SCALE: 1/2 -1 0"-' ��SCALE. 3/4 -1 -0 1/A-4.0�� �- �� � " • SEALANT EACH SIDE TRENCH DRAIN • 12" SPLIT FACE CMU WALL 5/A-5.0 STL. 4 3x3x1 /4"x3"W. WELD TO TUBE 12" CMU WALL i\i STEEL BEAM .� i x REFER STRUCTURAL 10" 19'-8" O 3'-8" 10'-0" STEEL PLATE __ ______ 6"x4"xl/4" STEEL TUBE FRAME REFER STRUCTURAL ---- 3/4" X 5 1/2" LONG PAINT TO MATCH CMU WALLS HILTI KWIKBOLT II SEALANT Cx4"x1/4" STEEL TUBE FRAME PAINT TO MATCH -- -------------- --------------------- -- DOOR & TRACK IMPACT DOOR CMU WALLS IMPACT DOOR 1'-2" 11" 6» HOLLOW METAL 09 - PAINTED GUARDRAIL W DOOR AND FRAME j �'1, " PAINTED HANDRAIL o " 2 -6 3 4 J.05 1/A-5.0 co of • • ► r ' 16 -0 1 2" / ' CLR. M.O. '; 16'-0 1 2" Lo JAMB DETAIL HEAD DETAIL STEEL TUBE JAMB AUTO -SLIDER I CLR. M.O. i REFER STRUCTURAL 13SCALE: 1 1/2"=V.0" 14/A-5,0 12SCALE: 1 1/2"=V-0" 14/A-5.0 ENTRANCE SLOPE 2.8% LANDING VERIFY .: SIDEWALK 4'-0" DO N RISERS ^ TUBE STEEL I rr. I. 00 COLUMN. REFER 34 STRUCTURAL �' x �jp,P, -- ----- - - - ----- - - -- -- - - - - --- -- ----- --- --- - - ---- - - - - - t\ 00 1 O, 0 5 B � 2 o _ AUTO -SLIDER EXTERIOR STAIR PLAN ENTRANCE ro "'-::-:�� AUTO -SLIDER 135' FACE OF WALL SCALE: 3/8"=1'-0" °' o o � 12" SPLIT FACED CMU ENTRANCE ° boc �o00 SEALANT BOTH ,- - : SIDES I x I > ; 0 1, 2„ 3,-8„ 11„ 1>-2„ PLAN DETAIL PLAN DETAIL 4 TREADS @ 11» O 1 11 SCALE: 3/4"=V-0" 1/A-4.0 1 o SCALE: 3/4"=V-0" 1/A-4.0 • • Ln I Cx n Z x ^ PAINTED 1 1 /2" O.D. �1 , <' x °0 `° ,x x SCHEDULE 40 r r CONTINUOUS GUARDRAIL CONTZ 0U ZN x x i x R ('') FIN. FLOOR Hvuwn 0 00 - AT DOOR p � � 4� 11 Ii � - � m � 1 �.: :•� • I N I x x �.. I ii .. + - I00 5.7 B.F.F. ® W Cfl 0 O I CO • x } > x cD d w Y I RADIUSED x < r7 �n � J C7 ACCENT 7 In E ----------------------------------------- BAND BELOW - ---- -- :..i; . • . : x -r ,n FIN. FLOOR ~ 1 1/2" ------------5-0----------1-1.2 1 1 /2" 5'-4" 1 1 /2" X x I AT LANDING Z VERIFY Y U 12" SINGLE SCORE SPLIT FACED CMU UP TO 3-4" \o I 11" 4'-0"cn O ' 12" SINGLE SCORE SPLIT FACED CMU UP TO 3-4" �� 0 1" MAX „ PAINTED 1 1 /2" O.D. I I LANDING 6" CONCRETE CURB � > » vl2SMOOTH Lu 4 H. RADIUSED MASONRY UNIT FROM 3 -4 TO 3 -8 LnGAP, TYP.SCHEDULE 40 GUARDRAIL � - J � C3 v) w O 4"H. RADIUSED MASONRY UNIT FROM 3'-4" TO 3'-8" 'TO LC OF FACE CMU FULL WELD O ACRYLIC FINISHING SYSTEM APPLIED OVER 12" SMOOTH FACED CMU W/ POST 2" BLACK VINYL COATED POST INTO Q0�, ACRYLIC FINISHING SYSTEM APPLIED OVER 12" SMOOTH FACED CMU W/ FLUSH JOINTS FROM 3'-8" UP FENCE FABRIC STEEL CAST CONCRETE RETAINING r �"'1 w FLUSH JOINTS FROM 3'-8" UP SLEEVE WALL, STAIR AND v 00 06 SCREEN WALL I TRENCH DRAIN LANDING. REFER ®N STRUCTURAL z O 8 PILASTER DETAIL PILASTER DETAIL FENCE DETAIL W U mM SCALE: 3/4"=V-0" 1/A-4.0 7 SCALE: 3/4"=1'-0" 1/A-4,0 6 SCALE: 3/4"=V-0" 1/A-1.0 • EXTERIOR 8" SINGLE SCORE SPLIT FACED CMU UP TO STAIR ELEVATION 3-4' 8" SINGLE SCORE SPLIT FACED CMU UP TO 8" SINGLE SCORE SPLIT FACED CMU UP TO 3-4" � SCALE: 3/8"=1'-0" 9/A-5.0 � m 3-4 4 H. RADIUSED MASONRY UNIT FROM 3 -4 _! 0 4"H. RADIUSED MASONRY UNIT FROM 3'-4" TO 3'-8" 4"H. RADIUSED MASONRY UNIT FROM 3'-4" Q y PAINTED 1 1 /2 O.D. �.. v CHAINLINK TO S-8" TO 3'-8" ACRYLIC FINISHING SYSTEM APPLIED OVER 8" ADIUSED SCHEDULE 40LIJ FENCE, TYP SMOOTH FACED CMU W/ FLUSH JOINTS FROM ACCENT CONTINUOUS GUARDRAIL Q U ACRYLIC FINISHING SYSTEM APPLIED OVER 8" R 3'-8" UP N.16 P.02 BAND BELOW ACRYLIC FINISHING SYSTEM APPLIED OVER 8" B•29 A.22 ADIUSED ` SMOOTH FACED CMU W/ FLUSH JOINTS FROM 4 SMOOTH FACED CMU W/ FLUSH JOINTS FROM ACCENT BAND BROOM FINISH CD Q 3'-8" UP 1 3 -8 UP B.03 CA 1 REV. BELOW 34 1'-2" 3'-8" 11" l'-2" CONCRETE STAIR AND z 0 > = I 4 TREADS © 1 " LANDING, REFER - - Z ® �--------- ----- ------------ ------ - - - - - - - - STRUCTURAL FOR Q 3 r-----------------------------r-------- I I EFER STRUCTURAL r------------------------------------------ REINFORCING -J x I REFER i - --=- -- - --- - ,'----=\ I FOR REINFORCING r I 0 --- . --- -.� I STRUCTURAL FOR r I ,1 �� - • -- - ----x - _ {----. =-, I I � �'S< � � x � r���� � W COLUMN REFER I � I o � �y LL I I I REINFORCING r- I m LL noo I i I I STRUCTURAL I I �/ 0 - - - - - - �` ' i - - 2.02 i i 2.02 i x I I AT DOOR rn ------ 1 " TYF�o FIN. FLOOR O _ 0 I I I x I I I I ` I"EFER STRUCTURAL I U- O I x :.I . I I I x •'. ' : I STEELI " -- ! I ;� -5.7 B.F.F. W Z i W COLUMN REFER X _ _ FOR REINFORCING _ " 7 L.L I x c . :. _I Ix I HAINLINK I 0 - tl-+I- I- -I i I- o H cn- o w L I- i� STRUCTURAL I I I X �'I •, . I j I FENCE, TYP. i cv a, jIII=III- PROFILE OF M � I = ;� ~ Z - - - - - `' .� 2 I I I I I II ADJACENT I I �� I ° '` LANDING SIDEWALK i� O ��//�� a O - - x i - - - - 2 _ x - �� --- I x x I I FLAT 2.8% SLOPE FIN. FLOOR J v� Cnof -�� u I : !: I r �� I i x I TUBE STEEL COLUMN II I I- TRUCK WELL `j II I II I I _ AT LANDING W a 0 o GAP I x I RADIUSED ^ I I I x °.�� I I I REFER STRUCTURAL - I1 I VERIFY ORIGINAL I I I x < I I .i' x _ > �' > > __ > I 1 GAP x I X ---�- --- - -- 4/15/02 MAX. I :•` . C ' --- x --- X ' I - x ---- x _g4 I -- - - - --- - --- j {. ;< x < ; r X ,1 i - - - - - - - - - ACCENT X ,",� I x ___-- - - --- T T CONCRETE ISSUE DATE; 0 • I ,� < ----- -,� :. I ,�,� fi x�. - .,� •� • � -�, ,� I MAX, TYP. n - - - TYP. I BAND BELOW _ ' _ U I x 0» 0„ - ----------------------------- ------ " -- +-------+----\_-- --- 10 I I 4 3 8 4 DING SIDEWALK PERMIT SET 04/15/02 =---------------------------------------- 1 1/2" 1'-11" 3'-5" 1 1/2„ - _ �_ 1 1 /2" 3'-g" 1'_g" 1 1 /2" � \ ----- 2 _8-------- 2 -8 1 1 /2„ L _ J TREADS LAN ' 5'-4" � 5 -4 � 1 1 /2" @ 1 1 CONSTRUCTION SET 3'-8" 1'-8" ISSUE DATE: ' 5'-4» EXTERIOR DRAWING NUMBER: COLUMN DETAIL COLUMN DETAIL COLUMN DETAIL STAIR SECTION 03/18/02 - u- i u ", u u_ i u A50-V2 A5.0 4 SCALE: 3/4 -0 1/A1.0 3 SCALE: 3/4 = 1 -0 1/A1.0 2 SCALE: 3/4 -0 1/A-1,0 119-155-GCL 1 SCALE: 3/8"=V-0" 9/A-5,0 LPCODE5 • • L 0 W Er ° HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE 1 DATE DESCRIPTION 05.24.02 RACKING PLAN ALL FOOTINGS, POLES, POLE COVER AND SIGNAGE WILL BE PROVIDED BY THE SIGN MANUFACTURER. FINISH GRADE SEE CIVIL FOR SIGN LOCATIONS 24" 24" DIAMETER DIAMETER PYLON SIGN 3 FRONT ELEVATION SCALE: 3/4"=V-0" A-6.1 1'-5 1/2" 10" t I. I I ' I i I I oI I I I 6" X 6" X .250 i° I i °' 0 6" X 6" X .250 SQUARE TUBE I I I SQUARE TUBE m 0 HOME IMPROVEMENT WAREHOUSE 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 SPECIFICSITEAT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SU'TABLE FOR USE ON A DIFFERENT PROJECT SITE DRAT 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. e = • • m • • I fm � Y fLul Quj U VJ > O 01 -j0 LLI Z LL. LL O Q J O _"; (/��/�� ®/ .� W W � Li.s � L O Z U o Z F— o v/ I ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: I 02l182 �� ■ A51-V2 1L • LPCODE5 I I I I° ^— P I i AI I I o °I f o i 1'-4" DIAMETER MONUMENT SIGN SIDE ELEVATION 2 SCALE: 3/4"=V-0" A-5.1 I i I I I I I I I I I I I i I I I I I I I I I I 75" MATCHING PLATES I D'I I o iD (9.5 X 12") W/ GRADE 9 I I o ID ° I ° 3/4" BOLTS DI I I 'I I I t 5'-0" /C C r I r I i I I I � o 1 I 1 I I I I I I DI i °I I BOTTOM OF STL. PIPE 1'-4" 1'-4" DIAMETER DIAMETER MONUMENT SIGN FRONT ELEVATION 1 SCALE: 3/4"=V-0" A-5.1 a• DOOR SCHEDULE DOOR REMARKS w BUTTS REMARKS: SEE SPECIFICATIONS FOR FURTHER INFORMATION ''� LOCKSET CLOSER DOOR STOP PUSH PLATE DOOR PULL PLATE FIRE EXIT DOOR & THRESHOLD WEATHER STRIPPING LOWE S' DOOR SIZE (D.S.) FRAME FRAME SIZE FRAME DETAILS z (652 UNLESS OTHERWISE NOTED) (626) (630) (630) (630) FRAME PLATE (SEE NOTE 4 1 BI-PARTING SLIDING DOORS. INSIDE 14 NOT USED W X H MATERIAL W (626) - SATIN CHROME " " ) REMARKS SLIDE W/ BREAKAWAY DOORS & HOME CENTERS, INC. DOOR ROOM DOOR DOOR FRAME _j "STAND" OR NORTON OR "IVES" OR "HAGER" OR-HAGER" OR "I jAGER" Oft "ADAMS-RITE" FIRE RATING "NATIONAL GUARD" "NATIONAL GUARD" DOOR i N0. N0. LOCATION (1 3/4-THK.) MATERIAL FINISH (TYPE OPENING) FINISH JAMB HEAD DEPTH JAMB HEAD SILL cn ITEMS "HAGER" "BEST" "YALE" "BALDWIN" "BALDWIN" "BALDWIN" BALDWIN OR "PEMKO" OR "PEMKO" N0. SIDELIGHTS & TRANSOM PANEL PROVIDE P.O. Box 1111 N. WILKESBORO, NC 28656 - - AUTO. O.H. OPENER. REF. 5D & 6/A6.1 15 PEMKO - RAIN CAP #346C-LAR OR • 01A r 8701-36-M1-628 15 (NONE @ 01D 17E 2 BI-PARTING SLIDING DOORS. INSIDE NATIONAL GUARD DRIP STRIP #16 A REVISIONS 01 D 17E 1 E76-C181 OUTSIDE 34 & 01 D H.M.(16GA.) FBB179 NRP 8501-BF-DA '• 3083-37-00-626 425 700 ES ) SLIDE W BREAKAWAY DOORS & PRE -BID SET POST BID SET 01E 19 3'-0"x7'-O" H.M. 18GA. PAINTED PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/6.1 4A/6.1 3 3 KEYED CYLINDER FOR OUTSIDE TRIM o1A, 01E 19 / SEE SEE ( ) CMU BB1279 NRP 3501-BF-DA (# 171A 290 AS SIDELIGHTS PROVIDE AUTO, O.H.OPENER. 16 ON INACTIVE LEAF: (2) FLUSH BOLTS IVES O ISSUE DATE ISSUE DATE 01 F PLANS PLANS OUTSIDE TRIM (API).: 01 D, 01 E, O1 F, 01 G, 01 F 4S8B-626; ASTRAGAL (MOUNTED SIDE) 01 G 22B 01J, 17E, 19, 22B O1 G 22B REF. 5 & 6/A6.1 01J 34 {. & 34 ONLY) ;`� 13 (17E PEMKO 355AV-628 NATIONAL GUARD DATE DESCRIPTION ONLY) 01J 34 3 ENTRANCE ONLY TRAFFIC 158VA-628 1 E76-C181 OUTSIDE - _ "'•" 05.24.02 ,2. RACKING PLAN "' ``•�-•�'''-•-••�''"'` 17 ON ACTIVE LEAF: (1) O.H. HOLDER GLYNN- 01B 01C 101 SALES 14'-0" X 10'-0" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 5B/A6.1 5A/A6.1 - - MFR'S. STD. MFR'S. STD. 2,5 01BOlC 4 EXIT ONLY TRAFFIC JOHNSON #GJ-903H-3XTB-630 06.20.02®CODE COMMENTS W/ FACTORY THUMBTURN 5 TWO WAY TRAFFIC 18 NOT USED 01 H 101 SALES 18'-0" X 14'-0" GALV. STEEL PAINTED MFG. STANDARD PAINTED - - - 2C/A6.1 2B/A6.1 - - - 21 B732T MFR'S. STD. 10 01 H 6 INSULATED SECTIONAL DOOR W/ MOTOR 19 4"x25" VIEW WINDOW W/ MTL. FRAME HOIST (SEE SPEC.) AND CHAIN HOIST W/1/4" THK. CLR. WIRE GLASS I 1 E76-C181 OUTSIDE BACK-UP W/ PADLOCK; 3" HEAVY DUTY 02A 102 VESTIBULE 16'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 I oB/A6.1 @02A 5A/A6.1 - - MFR'S. STD. MFR'S. STD. 1,4 02A TRACK; PROVIDE 3 BUTTON REMOTE 20 HALF GLASS WINDOW W/ MTL. FRAME W/ FACTORY THUMBTURN SWITCH @ FRONT WALL (SEE ELEC.) W/ 1/4" THK. CLR. TEMP. GLASS 02B 102 VESTIBULE 16'-0" X 11'-4" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 5D/A6.1@02B 5A/A6.1 - - 1E76-C181 OUTSIDE W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 1,4 02B 7 NOT USED 21 NO THRESHOLD PLATES. AUTO DOORS SHALL HAVE SPECIAL BOTTOM SWEEPS 02C 102 VESTIBULE 16'-0"x10'-0" GALV. STEEL PAINTED MFG. STANDARD PAINTED MFG. STD. MFG. STD. 2C/A6.1 2B/A6.1 21 B732T MFR'S. STD. 02C TO ACCOMMODATE THIS CONDITION. 11, 25 8 RIBBED STEEL (INSUL.) SECTIONAL DOOR 22 UNINSULATED ROLLING DOOR W/ CHAIN HOIST ".•. - (16GA.) 2„ 4" 5 3/4" 3C/A6.1 3B FBB 179 NRP 8501 -BF-DA WS407 CCV (SEE SPECS). COORDINATE W/ HARDWARE AND FUSIBLE LINK RELEASE CMU 03A 103 BREAKROOM 3'-0"x7'-O" WOOD SEE SPECS PAINT /A6.1 3A/A6.1 3 3 93K7D15D-S3 NO EXIT 12 03A SUPPLIER BB 1279 3501-BF-DA 409 23 PROVIDE PEEP -HOLE SIGHT GLASS HARDWARE 1 E76-C181 OUTSIDE 9 IMPACT DOORS, SEE SPECIFICATIONS "IVES" 698E 26D @ 5'-0" AFF H.M.(18GA.) PAINTED H.M.(16GA.) PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 3 FBB179 NRP 8501 -BF-DA 8701-36-MI-628 425 700 ES 15 038 10 UNINSULATED ROLLING DOOR W/ MOTOR 24 BI-PARTING SLIDING DOORS. INSIDE SLIDE 03B 103 BREAKROOM 3'-0"x7'-0" KEYED CYLINDER FOR 3501-BF-DA 290 AS HOIST (SEE SPECS.) AND PADLOCK AND TRANSOM PANELS PROVIDE OUTSIDE TRIM AUTO. O.H. OPENER. REF. 6 A6.1 FOR CHAIN; LOCK CYLINDER FOR / THIS DRAWING IS THE PROPERTY OF LOWc S HOME H.M. (16GA.) FBB 179 NRP 8501-BF-DA WS407 CCV ELEC. SWITCH IN HOIST CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE 04 104 CORRIDOR 3'-0"x7'-O" WOOD SEE SPECS CMU PAINT 2" 4" 5 3/4" 3C/A6.1 3B/A6.1 3A/A6.1 3 3 93K7D15D-S3 8701-36-M1-628 19 04 25 PROVIDE A SIGN W/ A RED BACKGROUND OR PART IS PROHIBITED WITHOUT THE EXPRESSED BB 1279 3501-BF-DA 409 UNINSULATED ROLLING DOOR W/ CHAIN & WHITE LETTERS (MIN. 1") TO READ AS WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. 1 E76-C181 OUTSIDE HOIST SEE SPEC. COPYRIGHT 2001 ALL RIGHTS RESERVED 05 105 VESTIBULE 3-0'x7'-0 H.M.(18GA.) H.M.(16GA.) FBB179 NRP 8501 -BF-DA 425 700 ES 1 1 ( ) FOLLOWS: "THIS DOOR TO REMAIN OPEN ' PAINTED PAINTED 2" 4" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 3 3 KEYED CYLINDER FOR 8701-36-MI-628 15 05 „ STIPULATION FOR REUSE CMU BB1279 NRP OUTSIDE TRIM 3501-BF-DA 171A 290 AS WHEN THE BUILDING IS OCCUPIED. THIS DRAWING WAS PREPARED FOR USE ON 12 UNDERCUT DOOR 3/4" MOUNT ON WALL AT CHAIN HOIST AT SPECIFIC SITEEAT SANFORD,FL --'•- '' CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 07 107 H.M. (16GA.) FBB179 NRP 8501-BF WS407 CCV 5'-0" A.F.F. TO CENTERLINE. 04115M2 AND IT IS NOT SUITABLE FOR USE ON MONEY 3 -0 x7 -O" WOOD SEE SPECS PAINT 2" 4 5 3/4' 3C/A6.1 3B/A6.1 3A/A6.1 3 3 93K7D15D-S3 12, 23 07 13 10"x10" WINDOW W/ MTL. FRAME & DIFFERENT PROJECT SITE ORAT A LATER TIME. USE CMU BB1279 NRP 3501-BF 409 26 PROVIDE A PAI TED SIGN W/ WHITE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON 1/4" T. CLEAR TEMPERED GLASS ANOTHER PROJECT REQUIRES THE SERVICES OF LETTERS (MIN. 1 ") TO READ AS FOLLOWS: PROPERLY LICENSED ARCHITECTS AND ENGINEERS. H.M. 16GA. 1 E76-C181 OUTSIDE REPRODUCTION OF THIS DRAWING FOR REUSE ON „ ( ) FBB179 NRP 8501-BF "MAIN FIRE ALARM PANEL INSIDE". ANOTHER PROJEECTISNOT AUTHORIZED AND IS 08 108 PICKUP 3 -0'x7 -0 H.M. (12GA.) PAINTED PAINTED 2 4 5 3/4 4C/A6,1 4B/A6.1 4A/A6.1 3 3 KEYED CYLINDER FOR 15 08 CONTRARY TO THE LAW. CMU BB1279 NRP OUTSIDE TRIM 3501-BF 09 109 PROCESSING 3'-0"x7'-0° H.M. (18GA.) PAINTED H.M. (16GA.) PAINT 2" 4" 5 3/4" 11/A5.0 3B/A6.1 3A/A6.1 3 3 FBB179 NRP 93K7D15D-S3 8501-BF 09 CMU 3C/A6.1 BB1279 NRP 3501-BF _ 10/A5.0 6/A4.2 1 E76-C181 OUTSIDE 10 110 RETURNS 14'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CLEAR 6/A6.1 1OB/A6.1 1O/A6.1 - - W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 5,24 10 1 E76-C181 OUTSIDE 11A 111 VESTIBULE 16'-0" X 8'-8" ALUMINUM CLEAR ALUMINUM CMU CLEAR - - - 6/A6.1 1O/A6.1 6/A4.2 IOB/A6.1 10A/ A6.1 - 1E76-C181 OUTSIDE W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 1, 3 11A - DOOR T Y P E S 1 E76-C181 OUTSIDE 11 B ill 1 VESTIBULE '- " '- 16 0 X 1 1 4 ALUMINUM CLEAR ALUMINUM CMU CLEAR - - - 6 /A6.1 6. 5D/A 1 6A 6.1 /A - W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 1, 3 11 B - 0 12 112 ELECTRICAL ROOM 3'-0"x7'-0" 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 93K7D15D-S3-626TL 501-BF-DA 20 MINUTE 12 SEE SCHED. GLASS WINDOW. SEE S E SCHEDULE 501-BF-DA � REMARKSFOR TYPE RGLASS EMARKS FOR TYPE 13 113 ELECTRICAL CLOSET ;...�,.....::._.....,, I PAINTED H.M. (160A.) ' 3/4" 3 3 FBB1 79 501 -BF-DA WS407 CCV 13 0 GLASS IF REQUIRED. &SIZE OF GLASS IF REQUIRED. (RE: REMARKS COLUIvtN SHEDULE) { 2'-6"x7'-O" ' H.M.(18GA.) DRYWALL PAINT 2" 2" 14 ,j 11A/A6.1 11B/A6.1 - BB1279 93K7D15D-S3-626TL - - 501 BF DA 409 1-1/2 HOUR % QN ;.... J `• ', o OlA O1D'., 01F O1G 14 114 TELEPHONE 3'-0"x7'-0" H.M. (18GA.) PAINTED H.M. (16GA.) CMU PAINT 2" 4" 5 3 4" / 3C/A6.1 3B/A6.1 3A/A6.1 3 3 FBB179 BB1279 93K7D15D-S3-626TL 8501-BF-DA 501-BF-DA 20 MINUTE 14 0 9„ g., 2'.. 03 07 18 24 26 27 28 32 0 •..' 03B 05 08 11 01J � - ; v, I 13 15 17E 19 14 w 33� w 34 35 09 12 22 15 115 SPRINKLER 3'-6"x7'-0" H.M.(18GA.) PAINTED H.M.(16GA.) PAINTED 2" 4" 5 3/4' 4C/A6.1 4B/A6.1 4A/A6.1 3 3 FBB179 NRP 93K7D15D-S3-626TL 8501 -BF-DA 425 700 ES 15, 26 15 s 220 CMU BB1279 NRP 3501 -BF-DA 171A 290 AS ""'" ...:.... DOOR ELEVATION DOOR NUMBERS DOOR ELEVATION DOOR NUMBERS 16A 116 CART STORAGE 8'-0"x7'-4" MFG. STANDARD FACTORY FIN. STL. TUBING PAINT - - - 13/A5.0 12/A5.0 14/A5.0 - - 21 B732T _ MFR'S. 8 16A STANDARD 16B 116 CART STORAGE PR. 4'-0"x7'-0" GALV. STEEL MFG. STANDARD MFG. STANDARD PAINTED MFG. STD. MFG. STD. - 13/A5.0 12 A5.0 / 14 A5.0 / - MFG. STD. MFG. STD. 9 16B SEE SCHEDULE SEE SCHEDULE (LT. GRAY) PROVIDE FULL 17A 17A LAP PLASTIC 17B 117 RECEIVING 9'-4"x10'-0" GALV. STEEL PAINTED MFG. STD. PAINTED MFG. STD. MFG. STD. - 2C/A6.1 2B/A6.1 - - - 21 B732T 11 17B � J STRIPS AT2DDOOR # # 17C SIM SIM 17C D D o 01H 02C 17A 17D 117 RECEIVING 8'-0"x 10'-0" GALV. STEEL PAINTED MFG. STD. PAINTED MFG. STD. MFG. STD. - 2C A6.1 / 2B A6.1 / - - - 21 B732T MFR'S. 11 17D 76 17C SIM SIM STANDARDLi Lu 18 118 RECEIVING OFFICE :..,.:.:......:..:= '' " '�� H.M. (16GA.) 4" @ 18 3C/A6.1 3B/A6.1 3A/A6.1 FBB179 93K7D15D-S3 @ 18 8501-BF-DA 12, 18 L�j E. Ld 16B 28 128 UNISEX TOILET 3'-0"x7'-0" WOOD `' SEE SPECS``,,. ..:, : 2 DRYWALL CMU , , PAINT 2" 2 @ 28 REF WALL TYPE 1C/A6.1 1B/A6.1 1A A6.1 / 3 3 BB1279 93K7L15D-S3 © 28 501-BF-DA '' :'2``-- 20 @ 18 r' ._..., 28 DOOR NUMBERS DOOR NUMBERS -••••- _.. DOOR ELEVATION DOOR ELEVATION 22A 122 f ELECTRICAL ROOM FIXED 2'-0"x7'-10' H.M.(18GA,) PAINTED H.M. (16GA.) PAINTED 2" 2" 5 3/4" 4C/A6.1 4B/A6.1 4A/A6.1 - 6 FBB179 93K7D15D-S3-626TL PR 8501-BF-DA 12, 16, 17 22A (REFER TO 15/A5.0) ,; ; :2`; OPER. 3 -0 x7 -10 .. CMU :2,. , t SIM <'2: ` SIM BB1279 PR 3501-BF-DA 23A 23B 123 VESTIBULE 14'-0" X 10'-0" ALUMINUM CLEAR ALUMINUM CLEAR - - - 6/A6.1 5C/A6.1 5A/A6.1 - W/ FACTORY THUMBTURN MFR'S. STD. MFR'S. STD. 2,5 23A 23B - SEE SCHEDULE 23C 123 C.S. VESTIBULE 18'-0"x10'-0" MFG. STANDARD FACTORY FIN. MFG. STANDARD PAINT - - - - - - - - 21 B732T MFR'S. 6 23C SB GLASS PANELS AS PRIMER GREY STANDARD J NOTED 24 124 PTC OFFICE 3'-0"x7'-O" WOOD SEE SPECS H.M. (16GA.) PAINT 2" 2" REF WALL 1 C/A6.1 1 B/A6.1 1A/A6.1 3 3 FBB 179 93K7D15D-S3-626TL WS407 CCV 12 24 0 = 000 '2 DRYWALL TYPE BB 1279 25 125 CLASSROOM 3-0'x7'-O" WOOD SEE SPECS H.M. (16GA.) :+ PAINT 2" 4 REF WALL 1C/A6.1 1B/A6.1 1A/A6.1 3 3 FBB 179 gg 1279 93K7D15D-S3-626TL 8501 -BF-DA 3501-BF-DA WS407 CCV 12, 19 25 V) 16A 23C QD DRYWALL TYPE 409 DOOR ELEVATION DOOR NUMBER 26 126 UTILITY CLOSET 3'-0"x7'-0" WOOD SEE SPECS ' H.M. (16GA.) ::.. PAINT ,> 2 2 REF WALL 1C/A6.1 1B/A6.1 1A/A6.1 3 3 FBB 179 93K7D15D-S3-626TL 8501-BF-DA WS407 CCV 12 26 27 127 JANITOR'S CLOSET :2. DRYWALL TYPE BB 1279 3501-BF-DA 40927 32 132 ASS'T MANAGER 3'-0"x7'-0" WOOD ;."..."..SEE SPECS H.M. (16GA.) '' PAINT 2" 2" REF WALL 1 C/A6.1 1 B/A6.1 1A/A6.1 3 3 FBB 179 93K7D15D-S3 WS407 CCV 12 32 is SEE SCHEDULE GLASS WINDOW. SEE 33 133 DIST. MANAGER` DRYWALL TYPE BB 1279 409 33 --- , 35 135 ELECTRICAL CLOSET PR. 2'-0"x7'-0" H.M.(18GA.) -_. PAINTED H.M. (16GA.) PAINT 2" 2" .::2:. :4 3 4 / 1 1A/A6.1 1 1 B A6.1 / - - 6 FBB179 93K7D15D-S3 PR 8501-BF-DA 1-1 /2 HOUR 17 35 wc� 5/16" LAM. GLASS DRYWALL ;" BB1279 PR 3501-BF-DA o GATE SCHEDULE O GATE NO. LOCATION WIDTH/HEIGHT HARDWARE REMARKS l' �O GARDEN CENTER PAIR 4'-0"x7'-0" BEST" --626 SIGNAGE PER 5/A-7.0 : 2 O NOT USED S :...., ......__..:�2`. ONOT USED 4 NOT USED :. ... 5 O GARDEN CENTER PAIR. 4'-0"x12'-O" SEE 12'-0" A.F.F. NOTE 1 O GARDEN CENTER PAIR. 4'-0'x12'-O" SEE 12'-0" A.F.F. NOTE 1 QO GARDEN CENTER PAIR. 4'-O"x7'-0" BEST" 21B722T SIGNAGE PER 5/A-7.0 O GARDEN CENTER 16'-0" x 16'-0" "BEST" ALUM. CANTILEVERED 21 B722T SLIDER QO GARDEN CENTER 3'-0"x7'-O" "BEST" SIGNAGE PER 5/A-7.0 93K7R15D-53-626 10 UTILITIES 4'-0"x7'-0" 'BEST" 93K7R15D-S3-626 11 UTILITIES PAIR. 6'-0"x12'-0" BEST" 21B722T 12 ROOF LADDER REFER A-6.1 "BEST" 21B722T N I 2" 2'-2" " 3,-0" 2" Q Ll.I : 5' 24 FRAME ELEVATION DOOR NUMBER o N Q 6 A6.1 < N DD N 0 O U Q m '- o0 �00\ o00 o L I DOOR ELEVATION Q II II IF SEE SCHE�E II II II 5/16" LAM. GLASS i i 5/16" LAM GLASS MOTION DETECTOR sX_� MUNTIN BARS so DOOR ELEVATION VIEW FROM EXTERIOR DOOR NUMBER - 115V. 15A SERVICE TO THIS JAMB O1B 01C 02A 02B 10 11A 11B 23A 23B DOOR NUMBERS WINDOW TYPES 0- (6 CLASS III VISION 1_ 4' -0" _1 Q' PANEL IN 1 3/4" X 4 1/2" r r l 1 HOLLOW METAL FRAME 1 3/4" x 4 1/2" CLEAR 0 O °O 00 � cn o V b °o� �j x0 o o 00 00 0' cn a r� TALK THRU DEVICE ANODIZED ALUM. FRAME coI E Q (6-FR) BY CREATIVE INDUSTRIES `_ j Q I L 9 A6.1 W N t 9 A6.1 4 00 ® 1/4" TEMPERED < U PASS THRU HOPPER GLASS - CLEAR W (PHE-2) BY CREATIVE - uj U V-4" INDUSTRIES of a 1 O I O pd Q WINDOW ELEVATION WINDOW DESIGNATION WINDOW ELEVATION WINDOW DESIGNATION Z 3'-4" ®TYPE 'C' 4'-0" ® TYPE 'D' ® O Q Q w LL ti 1 3/4" x 4 1/2" CLEAR U N ANODIZED ALUM. FRAME 1 -2" _ ® ® 0 SLIDING (, ® ^/ SLIDING WINDOW W/ 1/4" 0 t '- L06. o 8 A6.1 CLEAR TEMPERED GLASS - I OPENING IN CMU 6 ® WINDOW TO HAVE LOCKABLE ui Z U- Z DEVICE. REFER PLAN FOR ® j Z U LOCKING DEVICE LOCATION 00 W GATE SCHEDULE NOTES: o O O �' O ® o o w of a. 1. PANIC HARDWARE BY ADAMS-RITE 8701-42-M-628, 3083-37-00-626 OUTSIDE TRIM WINDOW ELEVATION WINDOW DESIGNATION WINDOW ELEVATION WINDOW DESIGNATION ORIGINAL 2. SEE SHEETS A-1.0, A-2.0 FOR CHAINLINK FABRIC TYPE. ISSUE DATE: 04l15l02 G E N E R A L NOTES PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET A) DOOR FRAME SUPPLIER TO VERIFY ALL ISSUE DATE: EXTERIOR WIDTHS IN FIELD PRIOR TO INSTALLATION DRAWING NUMBER: FRAME A6e DEPTHAsovz ® 119-155-GCL LPCODE5 • o LOWENS 9 HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 u • e REVISIONS ` PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.24.02 ZL RACKING PLAN METAL STUDS - REFER PARTITION 1 5 8" STUDS TYPES -7 SHIM 5/8" GYPSUM °. I I BOARD SEALANT I I ► BOTH SIDES _ UL U428 WALL DESIGN - I I - Vl METAL STUD FRAMING. RE:PARTITION N I I RATED HOLLOW METAL FRAME. TYPES. a _ - CMU BLOCK WITH �<z REINFORCING IN GROUT �• ` - THIS DRAWING IS THE PROPERTY OF LOWE'S HOME GYPSUM BOARD. FILLED CELLS. CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE Q OR PART IS PROHIBITED WITHOUT THE EXPRESSED REFER STRUCTURAL. VARIES B WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. I COPYRIGHT 2001 ALL RIGHTS RESERVED HEAD STIPULATION FOR REUSE ' ILT THIS DRAWING WAS PREPARED FOR USE ON ASPECIF:► SLIDING GLASS CONTEICSITEAT SANUSLY WIT FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NOT SUITABLE FOR USE ON A WINDOW DIFFERENT PROJECT SITE DRAT A LATER TIME USE(9) OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON C HOLLOW METAL FRAME. v ANOTHER PROJECT REQUIRES THE SERVICES OF JAMB JAMB 1 5/8" STUD PROPERLY LICENSED ARCHITECTS AND ENGINEERS. 1/4 CLEAR TEMPERED GLASS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. METAL STUDS - UL U428 WALL DESIGN • • REFER PARTITION TYPES I .9 12x4 TUBE ©1 1 B 6x6 TUBE @02A METAL STUD FRAMING. RE:PARTITION REFER STRUCTURAL. TYPES. RATED HOLLOW METAL FRAME. \ 5/8" GYPSUM - - - - - - - BOARD GYPSUM BOARD. 2x FIRE RESISTANT WOOD ° • e BLOCKING rj SEALANT BOTH DOUBLE 6" 20 GAGE ° 1" SHAFT LINER JAMB STEEL JAMB GUIDE 2» SIDES. ` METAL STUD LINTEL. ° CMU "U" BLOCK WITH ANCHORED TO METAL MOTION DETECTOR • • REINFORCING IN GROUT w �� STUD JAMB PER DOOR A BOTH SIDES FILLED CELLS. MANUFACTURER REFER STRUCTURAL. JAMB 0 0 REQUIREMENTS -- �z w Q- _ lul SWING OUT I �a- v�i ► ACCESS COVER SLIDING GLASS W DETAILS WINDOW - METAL STUD FRAMING RE: PARTITION TYPES SCALE: 3"=V-0" 10/A-2,2 TB V HEAD HOLLOW METAL FRAME. HEAD ' NOTE: 3'- ® DR. 01 B 01 C 23A & 231 4" DIA. PIPE BOLLARD NO PIPE BOLLARD ROLL UP DOOR & # SEE DETAIL REQUIRED AT DOORS INSIDE OUTSIDE 1 4 CLEAR TEMPERED GLASS. ______,�'� "EXIT SIGN - - THESE (2) PIPE BOLLARDS OCCUR &O B & B, #10, #1 1A o © #01 B, #01 C, 23A & 23B 4" VINYL Q o ► z ROLL UP DOOR BASE a DOOR #02C WHERE ROLL -UP DOOR SEE 0O �� OCCURS sx !ISO THRESHOLD AT BREAKWAY DOOR SCHEDULE INSIDE �_° j SECTION OF DOOR UNIT TO /4" 192" (16'-0") DOOR WIDTH @ DR. #02A, 02B, 11A & 11B 1/4" EXTENDED �71lr \ BE IN FULL BED OF SEALANT HEAD I 168" (14'-0") DOOR WIDTH DR. #01 B, 01 C, 10, 23A, & 23B THRESHOLD ` SWEEP 2 o SLIDING GLASS I (EXCEPT WINDOW BOX BEAM HEADER CIA w DR. #10) o e FIN. 1 /4 CLEAR TEMPERED GLASS,_ z Li HOLLOW METAL FRAME.- 4., Q � Lj METAL STUD LINTEL. `'o w STEEL JAMB N - -1 CLEAR DR. OPENING = 84" DOOR #02A,02B,11A&11 B `- - GUIDE ABOVE SECTIONS ARE INVERTED "U" BLOCK BOTH SIDES \ CLEAR DR. OPENING=72"® DOOR #01 B4O1 C,10,23A&23B ► GYPSUM BOARD. OUTSIDE �I SHOWN WITH DOOR IN Q� GROUT FILLED EMERGENCY o 00 A SLIDE OPEN POSITION METAL STUD FRAMING. RE: BREAKAWAY THESE (2) PIPE BOLLARDS 00 E SILL SILL _ PARTITION TYPES. SILL v (NONE © DOOR #10) OCCUR @ DOOR #01 B, #01 C � o oc o ONLY rn o V0 M O ALUMINUM FIXED GLAZING SLIDING WINDOW ALUMINUM ENTRY DOOR DETAILS DETAILS DETAILS ROLLING DR. DETAILS ENTRY DOOR PLAN r- 3 • �Q00 O 1 o SCALE: 1 1/2 -1 -0 A-6.0 V SCALE: 3 -1 -0 A-6.0 SCALE: 3 -1 -0 A-6,0 7 SCALE: 3/4 =1 -0 A-6.0 SCALE: 1 1/2 -1 -0 A-6.0 o SEALANT BOTH SIDES /2" • e �. JAMB Lo L SEALANT D f? cv I� j BOTH SIDES w O F--{{ 0 Z N a � ► TRANSOM w - m Lo O Ir l LEI � ■ co = o Lu co `1 o MASONRY WIRE 6" 0 8" LOCK 4" 1 /2" z m � ANCHORS @ z SEALANT CMU REFER 16' O.C. — �- CMU - REFER �. BOTH SIDES x PARITION TYPES (BOTH SIDES) PARTITION TYPES h+y O MASONRY WIRE < . n MTL. STUDS - 1 X r JAMB REINFORCING ANCHORS.` R JAMB REINFORCING. REF PARTITION X REFER STRUCTURAL JAMB _ TYPES MOTION DETECTOR OTION DETECTOR ;'� S SEALANT (6 O.C. ) 124 w O BOTH SIDES BOTH SIDES BOTH SIDES SEALANT c� z REINFORCING N� �I GYP. BD. O _ �� z BOTH SIDES BOTH SIDES z z :. REER STRUCTURAL H U) p ► �-- z? D_ J.. T_ ANCHOR, (3) w 'o SWING OUT SWING OUT - Ow coQ 0- w PER JAMB Co co ACCESS COVER ACCESS COVER C QCD o w HOLLOW METAL Cj OLLOW METAL Cj :..:�.::�` STEEL JAMB GUIDE C 4 ® NLo JAMB v' FRAME. FILL JAMB FRAME. FILL JAMB ANCHORED W/ EXPANSION JAMB H.M. DOOR WITH GROUT WITH GROUT. CHECK DOOR z ANCHORS PER DOOR FRAME �! SCHEDULE FOR RATING. �' c� - z z_ g MANUFACTURER'S . o z REQUIREMENTS w • • a- LJJ Q o w w D B NOTE: SEE — _ d x ----- v CMU LINTEL REFER 1 HEAD HEAD PLAN FOR STRUCTURAL NOTE: SEE \\ CD DIRECTION OF PLAN FOR x m SENSOR TYPE CMU LINTEL REFER (n o DOOR SWING. r z DIRECTION OF STRUCTURAL `i J Y " x SEALANT x DOOR SWING. „ U► -j -i 2-6 (20 GA.) MTL. STUDS - Q DOOR OUTSIDE INSIDE MUNTIN d BOTH SIDES x ----`' ROLL UP DOOR & LINTEL _ REF PARTITION U BARS < _ EXIT SIGN @ #02C N TYPES 01 B WIDE WIDE — - `" 4" TALL HOLLOW x ui METAL SEALANT BOTH x ONLY GYP. BD. Q 4" TALL < 0 r x 01 C WIDE WIDE 1/2" FRAME. FILL SIDES HOLLOW METAL m 02A NARROW WIDE R WITH GROUT FRAME. FILL B x B H.M. DOOR � 0 � V WITH GROUT L.� < ROLL -UP DOOR SEE i� FRAME O CHECK DOOR x DOOR SCHEDULE HEAD 02B NARROW WIDE HEAD HEAD HEAD <, ? % 10 WIDE WIDE SCHEDULE FOR EATING / 4" VINYL I 4 CMU CUT TO FIT U- o 11A WIDE NARROW BASE :F I AROUND BEAM 04 O 04 INSIDE OUTSIDE O F 1 1 B WIDE NARROW WHERE z STEEL LINTEL BEAM 06 OCCURS - SX !! O; THRESHOLD AT BREAKWAY OUTSIDE — - INSIDE - - z z g REFER STRUCTURAL ► 23A WIDE WIDE SECTION OF DOOR UNIT TO o0 w STEEL LINTEL PLATE W O zALUMINUM° 23B WIDE WIDE EXTENDED �ljr BE IN FULL BED OF SEALANT THRESHOLD BASE AS OUTSIDE INSIDE o w P INT OUTSIDE INSIDE O Z LU LU SWEEP----,, o IN FULL SCHEDULED STEEL JAMB O O ��//�� Q p F - SEALANT (D BED OF GUIDE MUST BE ® -J v� a FIN. �� 4" MIN. FROM FACE • • F I I OF MASONRY AT ORIGINAL ° ° a ° a ° DOOR 02C TO ° ° ° ° ISSUE DATE; 04/15/02 4. 1/2" °° CLEAR EXIT SIGN. a 4 43 PERMIT SET ° a ° Q ° ° 04/15/02 a ISSUE DATE: CONSTRUCTION SET i�o ABOVE SECTIONS ARE ISSUE DATE: ALUMINUM A SHOWN WITH DOOR IN THICKEN SLAB. REFER SLIDE OPEN POSITION SILL SILL SILL DRAWING NUMBER: SILL STRUCTURAL. ENTRY DOOR DETAILS 12" CMU DOOR DETAILS 6 78" CMU DR. DETAILS ROLLING DR. DETAILS DRYWALL DR. DETAILS 0A6802 A-6. 1 5 SCALE; 1 1/2"=V-0" A-6,0 4 SCALE: 3/4"=1'-0" A-6.0 3 SCALE: 3/4"=V-0" A-6,0 2 SCALE: 3/4"=V-0" A-6,0 SCALE: 1/2"=V-0" A-6,0 119 PCODCL LCODES • e • BAR 3/8"X3' 1 1/4" x 3/ STANDARD B, GRATE SET I 2� 3" x 3" x 1 SPREAD BARS ANGLE FRAM AT THIS POINT 13/A-7.0 BAR 3/8"X3' 0 1 1/4" x 3/16" I STANDARD BAR GRATE n 7Z4 3" x 3" x 1/4" ANGLE FRAME BAR 3/16"x - �� 4" x 4" x 3/8" ANGLE � c I 'III I I ( I I I IIIII III II III I I f� JOIST BEARING c0 _° 22'-5" I SEE SHT. S-4 FOR -�- - - JOIST BEARING BAR 1 /8"x . 1 /2" 0 THRU-WALL (TYP.) ANCHORS W/ WASHERS & 2" x 2" x 1/4" STEEL BACKING PLATES Oat: 12/A-7.0 _ �1 /2" 0 THRU-WALL AN HORS W SHERS 1 x x 6"® S EEL PLATE 0 GROUT FILL CELLS ABOVE AND BELOW ANCHORS _ ;a 1 /2" 0 THRU-WALL N ANCHORS W/ WASHERS & STEEL PLATES FOAM INSULATION 0 I 11 /A-7.0 1 /2"OX THRU-WALL ANCHORS WITH WASHERS 10 A-7-0 AND STEEL PLATES T S I i O w (0 w 0 I EXPANDED METAL IN 0 I i �<`:`` ANGLE A E 12 1 /2" 0 THRU-WALL RS HERS AND 1/2" x 6' x 6" STEEL PLAT - OF FIRST RUNG F.F. _- co +I FINISH FL00 GRADE 0'-0' M ° n" •Wise co F LADDER SECTION 13 SCALE; 1 "=V-0" A-7.0 BAR 3/8 "x BAR 1 /8"x BAR 3/8"x BAR 3/16"x BAR 1 /8"x (TYP.) 3/1616�- 3/4" 0 BAR ROOF -7 LADDER DETAIL ROOF LADDER SECTION 1 SCALE: 1"=V-0" A-7.0 BAR 3/8"x 3" BAR 1 /8"x 2" BAR 3/8"x 3-' BAR 3/16"x 3" BAR 1 /8"x 2" (TYP.) 2'-11" 9 1/8" 1'-4 3/4" 9 1/8" O I I� SEE DTL. 7/A-7.0 9 1/2" 1,-4„ 9 1/2" 1'-5 1/2" 1'-5 1/2" I / ROOF ol 4 LADDER SECTION SCALE: 1 "=V-0" A-7.0 �'-0" L 0 WE NSVO HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS >PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 05.10.02 0 STRUCTURAL GRID SHIFT 05.24.02 h\ RACKING PLAN r' THIS DRAWING IS THE PROPERTY OF LOWc S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOW^ 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 ON A 4 1/2" 5/8" DIA. HOLES DIFFERENT AND IT IS NOT ORAT SUITABLE FORUSEE.0 DIFFERENT PROJECT SITE ORAT TIME. USE O Or THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF " (TYP.) PROPERLY LICENSED ARCHITECTS AND ENGINEERS REPRODUCTION OF THIS DRAWING FOR REUSE ON \ ANOTHER PROJECT IS NOT AUTHORIZED AND IS 00 TRUCK .II`t ,1 CONTRARY TO THE LAW. d 5/8" DIA. HOLES (TYP.) 1 ii EXPANDED ME L IN 1 1 r �I I 1' x x /16„ ® a ° Q0 A L ® GATE BAR 3 8"x 3» / q II o ' - u q BAR 3/8"x3" II II 1" 1" 3 16' MFG. STD. BOLT SEE DTL. x x ' 00 a I 7/A-7.0 i a GLE A MFG. STD. NUT ® 3 SIDES 3/16 HEAVY-DUTY HASP MFG. STD. O N LOCK @ 48" ABOVE LOCK NUT LOCKING � FINISH GRADE HANDLES HEAVY-DUTY HINGE (3) ` EXPANDED METAL IN STANDARD HANGER 8c TRUCK CATCH ASSEMBLY DETAIL 1'-6"W.x6'-o" ao 1 ' x " x 3/ 1 6 " ® NOT TO SCALE NOT TO SCALE SECURITY GATE I A L GATE POST GUIDE WHEELS 1 " n,31 " EXPANDED METAL x , ANGLE FRAME VERT. Lj LEG TURNED UP ROOF LADDER SECTION o SCALE: 1"=V-0" A-7,0 �'-O„ I- 6"x1'-4"x2"x1/8" THICK 1/8"x2"x1'-4" STEEL I STEEL CASEMENT PLATE - WELD TO / EACH GATE CONTINUOUS WELD (BOTH SIDES) I i I WELD HEADER RAIL TO POSTS (BOTH ENDS) GRIND SMOOTH WELD 1/8"x8"x8'-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 12 GA. METAL PANEL FOR HANGER J STANDARD BOTTOM GUIDE ASSEMBLY CHAINLINK NOT TO SCALE GATE DETAILS 9 SCALE: NOT TO SCALE A-7.0 4'-0" 4'-0" WIDE GATE WIDE GATE ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - 6" I m FE • • m1 y NOTES: FABRIC ATTACH W/ I I I I INSIDE LOOKING OUT I I I (SHOWN FOR CLARITY SEELo I I I • • 1. ALL WALL ANCHOR BOLTS SHALL BE ZINC ALLOY. FENCING CLIPS SHT.S A-1.0, A-2.0 & I .-. r� 2 1 2' 2 1/ 16' I I I I I I I I -2.1 FOR FABRIC TYPE I I I c0 LL 2. ALL STEEL FOR LADDER SHALL HAVE A GRAY PRIMER. S EEL CENTER GATE POST I U I I LJ I I H I 11��11 N PAINT LADDER PER A-2.0 WITH CAPPED TOP L_ - _j � - _ Q - J ZV Lo 3. INSTALL BACKER ROD AND SEALANT AT ALL EXTERIOR @ ® Z N WALL/PAVEMENT JOINTS AND AT ALL CUTS AND HOLES �0 + CHAINLINK CHAINLINK � H C THROUGH PAVEMENT. EGRESS GATE EGRESS ATE ELEV. [--+ 4. SEE SHEET GATE SCHEDULE FOR LOCK INFORMATION. TOP RA TOP RAIL �j o V SCALE: 3/4"=V-0" A-7,0 5 SCALE: 1/2" = V-0" A-7,0 ® W (� REFER SPECS REFER SPECS z ZU J FOR SIZE d POST TYP. REFER ROOF (TYP.) SPECIFICATIONS FOR DIA. ~ z LADDER SECTION BRACE OR �•j CHAINLINK HORIZ. RAIL GATE FRAME (BELOW) STANDARD TRACK Y 8 SCALE: 3/8"=1'-0" A-1.0, A-2, A-7.0 FABRI 06 NOTES: � 0 1-1 CHAINLINK I z 1- INSTALL BACKER ROD AND � j � HORIZ. RA FABRIC I 16 -0' MFG. STD. COUNTER BALANCE Q REFER SPECS URETHANE SEALANT AT ALL I' T Zw O FOR SIZE EXTERIOR WALL/PAVEMENT SEE GATE SCHEDULE PLAN VIEW FENCING ABOVE TERMINAL U) O CORNER/ JOINTS AND AT ALL CUTS CANTILEVER GATES TO BE OR CORNER ~ Q d' TERMINAL/ AND HOLES THROUGH SEE SPEC'S FOR MAXIMUM LINE POSE GATE POST - p PAVEMENT. DESIGNED BY FENCING DISTANCE BETWEEN POSTS FABRIC TIES POST REFER 00 C� 24 O.C. TYP. Lo 3/16" X 1 1/2" REFER SPECS o REFER SPECS �j z SPACE MFG. STD. POST (TYP.) 16 FT. OPENING MFG. °° SPECS. FOR N FOR SIZE o FOR SIZE �I COUNTER BALAN LINE POST REFER DIA. ALUM STRAP PVC I I U COATED - EXTEND 0 SPECS. FOR DIA. -------- c� TRUSS ROD FULL HEIGHT OF �' x�, � � F, " ;'� � ,� � � FABRIC TIE STANDARD TRACK ________ FABRIC FABRIC TIE MFG. ST GATE WI TH 24 SPACING 24" SPACING - STANDARD TRACK STEEL TOP 0 • �- 3/8 "0 HEX BOLT (TAYP. EACH (TYP. C 0I o �~ JSPIECSTYP) REFER �r 24" OC VERT'Y WAY M STD. PRIMARY ME B� c Y ; xkS���S�SCSC�� �SCk�nC�C �C�x 3/8" MESH CHAIN - 07 PLAN VIEW LINK FABRIC TENSION WIRE TRUCK ANDHANGER TUBE STEEL, w MFG. STD. ASSEMBLY REF: ` < > V MID -SPAN RAIL HAINLINK FENCE FABRIC 0 0 X BOTTOM RAIL o EXTRUSION 9 A-7.0 (x ) ,X REFER SPECS. Lu o / ��.. � >T � �` � � AS LOCATED PER SHT.S I i Q REFER SPECS I z , �� t�� r A-1.0, A-2.0 & A-2.1 4 v FOR DIA. BUILDING _ BUILDING '�' � VERTICAL PRIMARY ' � ?' � �` � ` uj sIDE N sIDE N (BEHIND TYP.) _ o 0 3/16 X 1 1/2 ATTACH 1 1/2 LINE POST h Q ALUM STRAP PVC TO CLOSE OFF GAP AT � X ' x x w o �0 a _ -_- -_-_ - - - < z Q m COATED EXTEND-���-�-� �- -� I-I� I I -I -I �- BOTH POSTS o c> z l FULL HEIGHT OF-111=111= =1 11=1 11- -I I 1=1 I I- ° 1 11=1 I I_ ' w V) o Q -� FABRIC 1=1 11=1 I 11=1 111 11 11I I I IMMI 1 I -I GATE FRAME u.. 11-III III=11 z I I-1 11= _I 1 z x X k N ---------I _ _ c,. 0 0 o Q J --------- -i i I -I I I I -I I i- -i i iI I I I-i i i- MFG STD .N I LL CONCRETE - - _j HORIZONTAL` 0 LL r` w 0 w f. `j " G. ST 0 IZ ,' c� o Y EAVY DUTY CHAINLINK' FOUNDATION I m I m � -4 A-7.0 .. r. >� ._r � 0 O ® °� �. FENCE FABRIC AS ATE OS ;� I POST d r �. VERTICAL MEMBER �: CONCRETE � �: �; : � � �- � o m = � _ ` � LOCATED PER SHT.S f � jj LL NN f l LL I i Y l Q w FOUNDATION w NOTE: 1 , � � � � � _ l '' �` W =� W LL a r e FG. STD. VERTICAL CONTRACTOR SHALL .... r .... Y...� .. v y Q I-_ MOUNT BOTTOM GUIDE ' > ` 4 i- w n (TYP.) y f ' Q ASSEMBLY AS CLOSE TO O ( I CONCRETE SEE f . f � � ` +� % r r f ,<" � � Cn Cn 2 Y r c X r � Y OTTOM GUIDE PAVEMENT AS POSSIBLE :� � Y,{�� � " �� , � �: � � . F � .�� . - k'2r '�s f< C I ❑ op SEE FOUNDATION Sp CS. _ �/ � " � . � .3 � f . � ASSEMBLY TO ALLOW PROPER GATE S D. y` CONCRETE SPECS. °' FG. STD. ALUM.ICA FOUNDATION REF: 9/A-7.0 OPERATION AND ENDEAVOR µ rr. KMVfr ,'' f ORIGINAL CORNER/ TUBE LINE POST TERMINAL/GATE TO ACHIEVE A MAX. 2" GR 04/15/02 CLEARANCE. MODIFY ANY MFG. STD. ISSUE DATE; DETAIL B - END VIEW POST o o TUBE STEEL BOTTOM RAIL TRUSS ROD & PAVEMENT IRREGULARITIES VERTICAL (TYP.), I� (TYP) REFER SPECS. FOR TURNBUCKLE ISSUE IDATE: 04/15/02 FABRIC ANCHOR DETAIL LINE POST CORNER/GATE/TERMINAL POST AS NECESSARY. 26-0 I Q DIA. CANTILEVER SLIDING GATE ELEVATION ' M CONSTRUCTION SET TYPICAL CHAINLINK FENCE ELEVATION ISSUE DATE: TYP. FENCE CANTILEVER SLIDING CHAINLINK FSEE SHEETS OR CHAINLINK IFABRIC OTYPE AT DRAWING NUMBER: LINE POST POST DETAILS GATE SECTIONS FENCE & GATE CANTILEVER SLIDING GATES..03/18/02 A61-V2 A-7.0 u_ i u n- , u n_ , u -- 1 , - , „ 119-155-GCL % SCALE: 6 -1 -0 A-7.0 3 SCALE: 1/4 -1 -0 A-7.0 2 SCALE: 1 -1 -0 A-7.0 1 SCALE: 1/4' = 1 -0 A-1.0 L PCODES SCALE: 1 "=V-0" A-6.1 1/4" CLEAR ACRYLIC 6„ 6„ 2 O.D. GALVANIZED PANEL BETWEEN (2) PIPE GATE FRAME LAYERS OF FENCE 0 i� 6/ Nor PANIC HARDWARE ATTACHMENT \ o Ld 2" TYP. \Ld � LL SIDES OUTSIDE 1/4" CLEAR ACRYLIC PANEL BETWEEN (2) -" LAYERS OF FENCE INSIDE FABRIC ATTACH W/ FENCING CLIPS NOTE: ELEVATION I I I INOTE' WIRE FABRIC NOT I I I I - - - - - - -- ---. _ _.. -----L _ _--- I - -- ' - ----- -- - - 211 -- - 0 ,COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR BOLTS Cl HSS 8x8x1 4 14"x14"x1" 4 3 4"sox 4" PROJ., 12" EMBED. C3 W8x31 10"x10%3 4" 4 3 4"0x 4" PROJ., 12" EMBED. C4 W8x35 10"x10"0 4" 4 3 4"0x 4" PROJ., 12" EMBED. C5 HSS 8x8x1 4 12"x20"x1" 6 1 "0x 5" PROJ., 15" EMBED. C6 I HSS 8x8x1 4 14"x14"x1" 4 1 "0x 5" PROJ., 15" EMBED. C7 HSS 12x8x1 4 14"xl8"x1" 4 3 4"0x 5" PROJ., 15" EMBED. 128 W18x86 24"x34"x2 1 4" 8 1 1 2"0x 8" PROJ., 24" EMBED. SPREAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT F3.5 S-6" x 3'-6" x l'-4" 3- 5 EACH WAY BOTTOM F4 4'-O" x 4'-O" x l'-4" 4- 5 EACH WAY BOTTOM F4.5 4'-6" x 4'-6" x 1'-4" 5- 5 EACH WAY BOTTOM F5 I 5'-0" x 5'-O" x 1'-4" 6- 5 EACH WAY BOTTOM F6 6'-O" x 6'-O" x 2'-0" 9- 5 EACH WAY TOP AND BOTTOM F6.5 6'-6" x 6'-6" x 2'-O" 9- 5 EACH WAY TOP AND BOTTOM F7 7-0" x 7'-O" x 2'-O" 9- 5 EACH WAY TOP AND BOTTOM F8 8'-O" x 8'-O" x 2'-0" 9- 5 EACH WAY TOP AND BOTTOM F9 112'-0" x 6'-O" x 2'-4" 5'S ® 10" O.C. EACH WAY TOP AND BOTTOM F9.5 114'-O" x 9'-6" x 2'-4" 5'S ® 10" O.C. EACH WAY TOP AND BOTTOM WALL FOOTING SCHEDULE MARK WIDTH THICKNESS CONT. REINFORCEMENT TRANS. REINFORCEMENT W1 2'-O" 1'-O" 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'-6" 1 1'-0" 1 4- 5 BOTTOM, 2- 5 TOP 1 #4 AT 16" O.C. T&B 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 BLEEDING TWO HOURS AFTER PLACEMENT. DO NOT VIBRATE GROUT, 5. THERE SHALL BE NO VEHICULAR TRAFFIC PERMITTED ON SLAB OR APRONS. ELEV. DIFFERENCE FROM 10. M.O. =MASONRY OPENING F.F. TO TOP OF FTG. 6. ALL MASONRY WALLS ARE REINFORCED FULL HEIGHT AND SHALL BE LAYED FROM THE -S- = STEP IN WALL FOOTING � INSIDE OF THE BUILDING. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF MASONRY F.O.M. = FACE OF MASONRY -2-0" CONTROL JOINTS IN ALL WALLS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND PLACE AND • ---(:-a-L-- INSTALL TEMPORARY BRACING OF WALL UNTIL ALL STRUCTURAL STEEL IS IN ALL WALL -TO -ROOF CONNECTIONS HAVE BEEN COMPLETED. _ ELEV. DIFFERENCE FROM F.F. TO TOP OF PIER (NO PIER IF DIM. IS OMITTED) - - - - _L - J_ - - R Q N. E L J 03 N M K H G F E D C B A 110'-2" 516'-8" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 3'-10 22'-2" 43'-9" 43'-9" 44'-0" 32'-4" 42'-O" 48'-0" 36'-0" 48'-0" 42'-0" 48'-0" 36'-0' 39'-2" 48'-0" 49'-10" l I 94'-0" 111 t t'-4" '-0" '-4" M.O. 221'-0" 3'-4" M.O. 18'-0" 3'-4" M.O. 70'-8" 3'-4" M.O. ,-818'-0" 27'-4" M.O. 4 0" ' ' ' M.O. 3'-4" 3 I I I I I I I i I M 01 O I I I I I I I I I I I I IjI I I I I I I I I 1 I I I 1 I 1 I I I I I 1 1 I I I I C.L. COLUMN I I I I AT GRID M.01 I I I t AND GRID 8 I I I I I I I I I I SEE DETAIL S-0.1 FOR I I TRANSFORMER PAD I I I t I 1 i I I 1 I REINFORCING EQU RED AT I , VERIFY SIZE AND I 1 1 CMU WALL OPENINGS. LOCATION PRIOR I (TYPICAL ALL OPENINGS) I I TO POURING I I I I I COORDINATE FOOTING 1 I I I 1 1 I • • 1 r I I I STEP lM1H CIVIL ' r- � 4 CONC. 5 CONC. PAD 4 CONC. I -1 -4 I I ^ ( I I SIDEWALK SIDEWALK I I I IDROF ROOF DRAIN PIPE I 1 0 " tl I 1 1 7 I CONTROL JOINTS IN I i 1 1 1 I _1 _4 , i 1 1 1 ^ WALL AT 23 -6 O.C. Wi o F. .M. SEE DET. 4/S-3.1 -- -- -- / I - -----------.----- ------ ------------------------- --- - 1 ---- - ---I III 9 ` I- ------:-----4'-8»------:---- -- - ------ ---------------------------------------------- ---- -- F.O.M. 9 SLOPE 1% aI I _ ._3» _ . S T1'_4 I : o : . : I -_ I 9'Wx1TLx12'T -3 1 in I - S�: '-8") _ . (_ ) _ ' _ S (-t4'-8") ' ;t ' . I I . 1 1 ( :.t X \ i. ISOLATED CONIC I I r-- -- - -- -- ---�-- --- I.I. .... .... ..... ...... ...... .......I ..... I ........ 'v, ........ I I... I I PAD W/ �t5 AT :. :. .:. i I I POUR LEVEL .- I I :I r- I w I i I I 1 I �. 1 I I I I ;L^� 14S3.1 1 W2 O :M I ; : i ;_ :LL I "`� I GRADE j.1...... : ; I ...... . ...... . .. . ..... 1... ....... . ....... I. 'a1 ...... : ...... :....... :....... I : .......I........ : ....... : I ....... :....... : ........ : ' 1 ( , i � : ..... 5 ..... I I I I SEE DET. 3/S-3.1 .....•..co t SEE SITE I20 I 6" :GONG. SLABS OVER .4" I :12S3.1 11, : , ' ' : ' I I ( . I I � I Wi -1 -4 t . ... TYP. % i GRADING I I COMPACTED STONE BASE I I r d :� �''I 18S3.1 L----- - . ----- - - ---- ----------- ---- ----- of PLAN li I 1S3,1: PER GEOTECH REPORT: : 13S3.1 `� _ e, _ C4rF _ Cl I-�-1 _; _ C1 I-�_ _ _ Cl I-i-I - - G1 ' #� - - C7 -= _ _--_ _ - ---_ _---- -- _- --_--_--- --- -_- - - _4 - - - $ i.. :I....... ...... ............I.........GRADE.. F6 6.5 I :F6.5 I F6.5 I F6.5 I F4.5L1�--- -- -,-- -- -- --,- --,- -- -,- -- - - -- I LJ LJ LJ LJ : (-3.'-8") W2 I M SEE DET. . : s -0-8M I I Wt :.:........2 S..3.1.: TYP.............:.......:................:.......:... :....... ...... . .. - - ...... ....... ... ....... . RAMP DOWN I . : .� • : / i ) 753.1 :1 I . o. I I I I I ,. " 3 I I I I I - N • 2S3.2 ,I FUTURE : : 18 -8 M.O. , o I .........:..........:........:...................:...... 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I .....: �.........:......... ...............I.........:................1.......5w:INTE 1 . 1 1 1 I . 1 : I ' I LOCATIONS, SEE DET. 1/S;3.1 AND . : I . I I I : : : I : : I OVERR4"RCOMPACTED S I : : I : I : I : I : : I • STONE BASE 'PER GEOTEC FDN. PLAN NOTE 4 TYP. o ( ) . ...... .... .. REPORT. I 1 ..............0-........................................................ ..................... ...........................................................................-..........-.........:..................:......................... .............................................................................................................I......................................................................................................: I : : : : I II I : I.. : : I : I : : : I : : : I I 1 I : I : I J.............I.......:........:........:........I.....:.......:.......:........I.......,.........:.Qo...........,........;...............:......1........:................:..... 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I........:.......:........:........I.......,........ I....... '' : ' . I. I. 1. : I. t '' ' :. :. : I FINISH FLOOR ELEVATION CONTROL CONSTRUCTION JOINT -� .. . I : 5 CONC. SLABS OVER 4 : 1 I I I 1 48.20 1 LOCATIONS, SEE DET.:1/S-3.1 AND 1 I I . I : COMPACTED STONE BASE II . 0 DATUM 0 -0 4 I .... PAN NOTE TYP. I I i �• ) I .. . • .. . • .... .... .PER. GEOTECH REPORT.. . ............................ • ........... ....... ;...................................................................................................................................................................................................... , .........:.........•..................................................................................................................... , ............................ I I I I : I I 1S03 I: : I : I I I : I I:: I I : I I I I.'. ... .' I : I . I I i I . I I . I . 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I I I I -1.-4 I I II . . . I I F ..TOP. OF . NTER OR . FOOTING ................ .... . :...........................:...................:.... I II III I�i................................I.......:.........................:.................;................:........•............... .......•.......•....... ....... ....... ....... ....... _ ._ ... ......,.......•.......•..............:.......•................ I IIII : IIII :: IIII : I I I I 1 E.°"UN.O°�-6+ 1 1 I I: ELEVATION ( ) I f II TYP .12S3.2 1 . , 2S3.2 1253.2 . ao . . o N 7s�1 I I III 11 1 : IIII : III :: 11 : I I I I: I I I . . . . 1 I i I I I l I I I I I I III . � 13s3.2 � � � I I ... .......:.........:........ 1.....:.........:. ........:........:................:.........:.............................:.........:.......... .................:..............................................:................ ........ . ....... ....... - ........:.........1 . I......:......... I... III..:........: 41'-6" :........ 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J 05 F:21 .. ... .. I. �,.. r.... ,. I.........:.......:.......:........:........:......:........:.........:.........:..;..................:........:........:.......:...:.......:.................:........:.........:.........:........:........:.........:.................I I , . f I m8:0 IIf : �v III : :(II : : : 2 1so.1 1 Si Z I I : : `j as a I I :SLOPE 1X : I 1 : I I 5_8w _ _ . . . . . : 3'-4": M.O. . : » I -2'-8" I -2'-0" i 1'-:4" , : . 3'-4" M.O. 91'-4" 37'-5 1/2" M.O. 1 6 1:/ " 2O'-0" • 41' 11 1/2" , 52'-8: /2" M.Ot 82'-0: 72'-8" 18'_. " 29'-.4" -2 _8 ; J:p I I ;Y; i - 1 1 :I I . . Q. ...... .. .. ...... ... .. .... .......................................... .. ............ ..... ....... _. ... .... .. ..............-*--............ ... ...... ...... ..... .... ... ......... ................ .... ... ....... ..................... ... ... .... .. .... .. o .. ;.. *. .... .. .M.O... M.O.. ' o:-f I I o III : II.I. .I s 0� 8" - -3 10 -10 1 2 18 =4 1/2 10 11 : 10 -11 14 -6 : 0 - 2.1 I� : ^ 14S4.2 :f 1 N I of-1 :-4) » : N : . : � _ � '_ "•s . ; ,- » 1 L___l �I r t !� I i : 1 (- Cgr-I I : - -0 8 wt 0 8 wn 4 :I : I : -0 8 : WIj.C-_l'_-44;') : ; : _1 4 . Wt 5S3.1_ F9 I - _ I 1 1 _ --- 1 ( _-- I -= I�r=1 _I _ F91 -= =-- ------=------------r' �-------------=------ C1 C1 C1--=---- - -�-- --=------=--=---------=--=-- _ -� -r- -� �- z - 2 a % - ----- : -- ___r- '-L-----:--- --- : ---- - _; -- -- - ----------- --- F4-Lr4-�. rF4 - : -- ---: ------------ - :------- - --i-------I -- ' F.O.M. 2 o J C8 C8 C8 C8 0 0 - -�% W1 o . t L .t J L J L J_ , I Hn i �ao I I I' -t- -r I F8 . o 'N W �': ?� I . 0 F9.5 F9.5 F9.5 F9.5 -1 -4 c, I _ 1 >An cn r I SEE DTL 2/S 3.1: o -2 -o N ? ti .... ' ....... wn . TYP _� I :I? o . :I I I I i° .. ...... .... . . (... ). :..Go ...... .................. .................. ... . 4'• ' CONC: SLAB' OVER - - - OQ °� - - 1 M I -I r I N I .4 Hn ...... ....... ... .. . :. :. ,I I I : 4 COMPACTED STONE . I . I . . : 18S3:1 _ . . w I co .. ,:.:.�: ,;w:. .. 1 N I I . BASE PER- GEOTECH o o (� -1'-4" W1 . -\ - : : -1 -4 W1 _1 ^4 . Wt I . I' . o I REPORT. - - - - _L__ tV ..... .... .. F3 ...... .. .. F3.5 .5 . r . 1 J -� J L � -� I r � 1. 1 IL - - - - - -- --- -- --- ----------- -- - -t_ -t_ 1 s i I� I 1 I 0 F O.M. w I I M.O.:' F4.5 I i� : : LF4.5 lk --------------- -- - -- 30-0. 23-4 ?� aoi :::::::::::':.: ::..:::.:::::::::•:: ..............................................11�..:.:.... I I I I I ;':81 -4 (5 CONC. SLAB) ......:".; ';".:':??G?i:(::(4:? 20'-4" I , .i k h co 0 .CONTROL JOINTS PER D T. 1 S 31 O• N E o I / n � 'h 07S3.1 T A APRON AND SID WALKS E 8 0 (44 7 31 S 1 O.C. I 1 MAX.. FULL LENGTH OR FRONT I 2 SIDEWALK I I I i I I I C6 � � C6 Fr- C8 rn'' C6 I- F6.51_ • I_ _1 6s3.1 6. ° F6.5 0 - - - - - - �k �"__O I I I I I � � � 3'-4" M.O. 3'-4" M.O. » I I 5" CONC SLAB (IN AREA " r . w I I 14S4.2 I� SHOWN SHADED) OVER 4" I I I I 1 0 0 0 4 0 16 -0 24 -8 39 -1 l 1/2 0 0 I L� 1a: Li � 4: I I , , COMPACTED STONE BASE M.O. • 2 PER GEOTECH REPORT. 1'-8" 29'-8" 34'-8" 29'-4" 31'-4" 28'-0" ll'-8" 61'-8" 4'-0" 24'-0" '-0" 2 - 73'-11 1/2" 4'_0" 16'-0 1/2" '-0" 93'-8" 11'-8" COL I---� FTG I I FTG 11+� COL . I I I I I • M.D. 1'-0" 25'-4" 25'-4" 25'-4" 1'-0" 22'-0" 155 -4 28 -0 308 -8 F.O.M. TO EDGE OF C7N.16 � 11 t R P.36 P,02 M,29 M C.11 B.29 B.03 A.22 A �" `" `J `" `" `J FOUNDATION PLAN `" `�" 1--.1 SCALE: 1" - 20'-0" A - . ( E CT. GRID SHIFT ROLLBACK I - I 'La ME'S° HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS " 40 PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 5/10/02 1 STRUCT, GRID SHIFT 5/24/02 2 RACK PLAN REV. 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 CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XX/XXr02 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. • __ I O � ��Lo 4 .i�'i ow = N cO . ®.2 J V)t-- I O 0 IIIIIIIIIIIIIIII ;< � y z 0 IQ OU or, 41t y z; m 0 ad g 0�Z 0 t-JO �Q sm U W J J = 3W� � M ® WL� V) C-4 to 10 , a, I ,,, a +n W M 1r g,�Z 8 0 t � o Q e m g w .'a• o c q o:Ej00 3 • MO00 C W) ,:-: II, -'a �H22 °;W • It b ' o P, • I E I r z Q Q J W O ® O ILL a Ome U) LL O Z w z QQ 0 O L.L J V J U) • ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-101 v Y Y 10 Y 1 -1 1 -- - _.._ STEEL LINTEL SCHEDULE ROOF FRAMING PLAN NOTES SEE ROOF FRAMING PLAN FOR ADDITIONAL ROOF TOP UNIT LOADS. COORDINATE fillillillillillilillillitlillilliTrriTrrrrmTrrnrTTITTn "X" & "Y" DIMS. NTH TLAL =34/20 PSF x SPACING MECHANICAL CONTRACTOR. TYP. JOIST WITH ROOF TOP UNIT LOAD R Q 22'-2" I I I I I i I 3'-5" 3 EQUAL 4" I SPACES I I I I I I I 1 I I I I I SEE ROOF FRAMING PLAN FOR ADDITIONAL POINT LOADS ON JOIST GIRDERS FOR ROOF TOP UNIT LOADS. SEE ROOF FRAMING PLAN FOR TYPICAL POINT LOADS ON JOIST GIRDERS. TYP. JOIST GIRDER WITH ROOF TOP UNIT LOAD 6 d 04 - - - - ui 4 5N9.3K v 00 I 0 1 S2.1 VESTIBULE HIGH ROOF PARTIAL FRAMING PLAN SCALE: 1" = 20'-0" MARK LINTEL SIZE L1 W8x18 L2 W16x26 L3 W16x31 L4 W16x36 L5 W16x57 L6 W24x55 L7 W24x94 L8 HSS16x12x3/8 NOTE: SEE -SHEET S-0.1 FOR TYPICAL LINTEL DETAILS, 1. ROOF DECK TYPE, GAGE, AND ROOF DIAPHRAGM CONNECTION DIAGRAM SHALL BE PER 6. DESIGN JOISTS AND JOIST GIRDERS FOR WIND LOAD UPLIFT SHOWN IN THE STRUCTURAL DETAIL 7/S-0.1. NOTES ON SHEET S-0.1. 2. R.T.U. AND SKYLIGHT CURBS TO BE INSTALLED BY STEEL ERECTOR PRIOR TO INSTALLATION 7. USE ONE EXTRA LINE OF BOTTOM CHORD BRIDGING AT BOTH ENDS OF JOIST AT FIRST OF STEEL DECK. PANEL POINT FROM SUPPORT. 3. STRUCTURAL R.T.U. CURBS AND SMOKE FAN CURBS (IF SHOWN) ARE TO BE PROVIDED BY 8. USE ONE EXTRA LINE OF BOTTOM CHORD BRACING AT BOTH ENDS OF JOIST GIRDER NEAR GENERAL CONTRACTOR AND WELDED TO JOIST BY STEEL ERECTOR. SEE DETAIL 9/S-0.1 FIRST PANEL POINT FROM SUPPORT. JOIST SUPPLIER SHALL DETERMINE APPROPRIATE FOR JOIST STIFFENING REQUIREMENTS. COORDINATE CURB SIZES WITH MECHANICAL BOTTOM CHORD BRACING IN ACCORDANCE WITH SJI. CONTRACTOR. INSTALL CURBS AS SHOWN, DO NOT ROTATE, 9. LX LINTEL MARK, SEE LINTEL SCHEDULE THIS SHEET. 4. SEE SHEET S-0.1 FOR DESIGN LOADS AND GENERAL STRUCTURAL NOTES. FX-,—XK-1 JOIST TOP CHORD AXIAL LOAD. 5. USE "SPECIAL" JOISTS AT ROOF TOP UNITS (R.T.U.). SEE FRAMING PLAN FOR WEIGHTS AND LOCATIONS, R.T.U. UNIT WEIGHTS MUST BE ADDED TO THE TOTAL LOAD ON THE JOISTS AND TO THE "K" VALUES ON THE JOIST GIRDERS. COORDINATE WITH MECHANICAL DRAWINGS, ROOF FRAMING PLAN v 117J v II 0 STRUCT. GRID SHIFT ROLLBACK a W Err HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ® ISSUE DATE ISSUE DATE DATE DESCRIPTION 5I10/02 1 STRUCT. GRID SHIFT 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 CITY, STATE CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON XX/XXN2 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 ml V) - Lo may++ W Z F- Co V) O •� = Md Z Q <Im COD 0 000D Q r cooQ ow"O Q Z�{ N O \ W LLJ r-OLu (n CV J t- o � 8 00 00 W M t o Q �w 5 b 0 p 0� 3 • �Oo�o ° � 00 ov, • �F, W f*1 0 a Z 0 � L�.. 0 00 U- W LL 0 0 z 0 0 w _j U)W ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 2■ v 14 4 1 / Y I C6 x M TL. EA STU DRIVE-THRU CANOPY 1 SCALE: 3/4"=V-0" TYf W-BEAM WORK POINT TYP. U/ U I n I Unn�'L. �.. BRACE TO BEAM 6 SCALE: 3/4"=V-0" T.O. PARAPET ,J ELEV. VARIES C6x1 5/8x16GA. MTL. STUDS AT 24" O.C. DBL STUDS WHERE TOP OF PARAPET ELEV. EXCEEDS 36'-0" A.F.F.- EA STUD/,1/8 TUD 1/8 2" 17'-4" A.F.F. A.F.F. 0 I 16 GA. TRACK CONT. L4x3xl/4 LLH CONT 4 ATTACH DECK TO CONT. ANGLE PER ROOF DIAPHRAGM CONNECTION DIAGRAM _ II I 3/16 3 t 3/16 4 DRIVE- 2 SCALE: 3/4"=V-0" 16 GA TRACK W/ 2-#10 SCREWS AT 24" O.C. TO HSS GIRT HSS 12x8x1/4 GIRT, CONNECT TO COL, PER 7/S4.2 THRU CANOPY " " UMN GIRT GIRT TO COLUMN 7 SCALE: 3/4"=V-0" 20 6'-0" 18'-0" M.O. 6'-0" 30'-0" NOTES: 8" CMU ® ALL VESTIBULE LOCATIONS, 1. SEE SHEET S2.1 FOR STEEL LINTEL SCHEDULE. SEE ARCH. SHEETS FOR FINISH. 2. SEE DETAIL 2S0.1 FOR TYPICAL MASONRY WALL OPENING. DETAILS. DRIVE-THRU VESTIBULE DETAIL 11 SCALE: 3/16"=V-0" 1 'Z ., z .. 1 1A lnnlT Ei J� 1 FRAMING A 12SCALE: 3/4"=V-0" T DRIV 16 GA. TRACK CONT. 28'-8" A.F.F. L5x3xl /4 LLH CONT. I I C6x8.2 AT 6'-0" O.C. 1 1 4" ATTACH DECK TO CONT. INFILL BETWEEN W/ C6 I ANGLE PER ROOF DIAPHRAGM x 1 5/8 x 16 GA. MTL. i i CONNECTION DIAGRAM STUDS AT 24" O.C. I t I I I I I I I I I I 1 I I I I 3/16 2 3116V 2 AT 12 I I I I I I I I I I I I 17'-4" A.F.F. IRV 1 i I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3/16 V 2 AT 12 L5x3x1 /4 LLH CONT. EACH C6 3/16 4 TO GIRT HSS 12x8xl /4 GIRT DRIVE-THRU CANOPY 3 SCALE: 3/4"=V-0" l 46'-8" 1 23'-4" 23'-4" 7K L BRACING ELEVATION 8 SCALE: 1/8"=1'-0" JST. BRG. ELEV. 1 4 A.F.F. CMU BOND BM. WITH 2-#5 CONT., 30'-0" LONG CENTERED ON DRIVE-THRU CANOPY BEARING PLATE 3/8" x 4" x 0'-8" W/ (2) 1 /2" 0 x 6" HSA'S E-THRU VEST. Cal I I I W16 LINTEL BEAM I i i BOT. OF LINTEL I 10 -0 A.F.F. 3/8"x6"xO'-10" BEARING PLATE ti W/(2) 5/8"0 X 5" HSA'S. ; •'� ,�"ti FIELD WELD BEAM TO PLATE GROUT SOLID BELOW BEAM ter:• `� BEARING 1 LINTEL BEAM B SCALE: 3/4"=V-0" AND BASE 'ER COLUMN _E 6'-0" 3/16 3" I I i I I WIND STRUT HSS 3 1/2x 2 1/2x 3/16 i W-BEAM TO COL. CONN. SEE 10/S0.1 I i- HSS COLUMN ATTACH DECK TO HSS WIND STRUT W/ (2) CONNECTIONS PER FLUTE. SEE SHT. SOA FOR CONNECTOR TYPE T L4x4xl/4 HEADER L4x4xl /4xO'-6" HEADER TO JOIST WIND COLUMN AT ROOF 4 SCALE: 3/4"=V-0" 5 ATTACH DECK TO CONT. ANGLE PER ROOF it nl A LID A11 l'nAIAIC'(lTInAI L3x3xl/4 CONT. GARDEN CENTER ROOF 9 SCALE: 3/4"=V-0" 16 2 AT 12 CONT ANGLE - SEE 9/S4.1 II In +u+ •----------------------------- + + ]I, WT5x4, SHAPE + 1 TOP FLANGE TO COLUMN W-BEAM TO COL. CONN. SEE 10/S0.1 —/ i I i I I I 3/16 1 I 3/16 I i JOIST AND JG STABILIZER PLATES SEE 8/S-4.1 I I �WT9x25, SHAPE TOP FLANGE TO COLUMN BRACED FRAME COLUMN 5 SCALE: 3/4"=V-0" (D— JOIST COL. I PLAN AT CORNER COLUMN 1 OSCALE: 3/4"=V-0" Lik VARIES SEE ARCH. DWGS. TYP. TOP & BOTT. C6 x 1 5/8 x 16 GA. 1„ STUDS AT 24" O.C. QMTL. 2 COL. a z 3/16"0 TIE (GALV.) 1 /4" 16" O.C. VERTICALLY CLEAR - z STUD 1 /8 4" SEE ARCH. SHEETS FOR FINISH AND SECTION "A" BLOCK TYPE. 10)-#5 BARS FULL HT. r-------------- ----- ---------------------� AS SHOWN NOTE: GROUT ALL CELLS FULL HT. I I 8" CMU I 1 I "A" { �: GRID LINE i 1 - 1 ' #3 TIES 16" O.C. VERTICALLY (GALV.) L----------------------1---------------------J I 5'-4" REINFORCING @ LUMBER CANOPY PILASTER SIM. AT GARDEN CENTER 14SCALE: 3/4" = V-0" jk 17'-4" A.F.F. 16 GA. TRACK CONT, HSS 12x6xl /4 GIRT 28'-0" A.F.F. EA. GIRT 3/16 5"q\� TO CAP PLATE CAP PLATE 1/2 x12 xCOL. DEPTH TYP. 1/4 W-COLUMN SEE FNDN. PLAN 16 GA TRACK W/ 2-#10 SCREWS AT 24" O.C. TO HSS GIRT HSS 12x8xl /4 GIRT, CONNECT TO COL. PER 7/S4.2 r-f'L a W EMS HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 IIIIIIIIIIIIIIIII i • REVISIONS PRE -BID SET //�� POST BID SET ISSUE DATE L, ISSUE DATE DATE DESCRIPTION 5/10102 1 STRUCT. GRID SHIFT 5/24/02 2 RACK PLAN REV. 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 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. 0 • 0 • e e 0 0 mto to fie° N ® Cc ®J Nt\I N 0 O N ca p flzQ � o zY�m y _l O ME < 3Wa � W �Ow (n CV J I- O e 0 140 ° o O 00 r 2 U)ccn00 ~ 1 o 4 aai O Q�44 3 o I • � 0 0000 00 E r, I M a e J uj Q �0 '®r' z u_ 0/ L.L. LL' LL W 0 5: z O �Q O mm�j ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-4,2 e i Y Y N I Y Y I CONTINUE 1 7/S4.3 1 2 1 CMU CONTROLTANDSEXXPANSIONAT JOINTS i 1 -6" 10'-8" 12'-6" ATTACH DECK TO CONT. ANGLE i ;, •; I I PER ROOF DIAPHRAGM 13/S4,3 CONNECTION DIAGRAM I I 6/S4.3 OL T.O. BEAM I W-BEAM I I 1 2 ELEV. = 44 -OT A F.F I SEE PLAN I 3/16 3 1'-6" 10'-8" ATTACH DECK TO CONT. 15/S4.3 i I BEARING PLATE 3/8"x4"xO'-8" 3/16 4 ANGLE PER ROOF DIAPHRAGM �-. I W/(2) 1/2"0 x 6" HSA'S CONNECTION DIAGRAM HSS 6x6xl /4 HSS 6x6xl /4 I T.O. BEAM W-BEAM I ELEV. = 33 -3 A.F.F. t` I SEE PLAN �.' 3/16 2 AT 12 ys HSS 4x4xl /4 HSS 4x4xl /4 S I 10/S4.3 16" DEEP BOND BEAM V W/4-#6 CONT. LAP SPLICES h T.O. BEAM ; ) ! 1 PER CMU LAP SCHEDULE ELEV. = B.O. DECK W-BEAM SEE PLAN\._ ; 12/S4.3 � 11 /S4.3 I �J L4x3x1 /4 (LLV) SEE CMU WALL REINF. CONT. T.O. BEAM �► i � \\1 SCHEDULE AND DIAGRAM FOR ELEV. = B.O. DECK W-BEAM � SEE PLAN ��.,� � WALL REINF. ENTRY CANOPY 1 SCALE: 3/8"=V-0" MC1Ox8.4 FRAME 19/S4.3 10/S4.3 BRACING ELEVATION AT ENTRY CANOPY 16/S4.3 SCALE: 1 /8"=1'-0" BRACING ELEVATION AT ENTRY CANOPY 2 SCALE: 1/8"=V-0" GRID SEE PLAN OIL T.O. CMU ELEV. 1 SEE ARCH.-:.g; j 3/16 4 ATTACH DECK TO CONT. ANGLE PER ROOF DIAPHRAGM ATTACH EACH DECK TO - CONNECTION DIAGRAM RIDGE BEAM AT 6" O.C. SEE ;::.::..::• SHT. S0.1 FOR .` CONNECTION TYPE EMBED PLATE 3/8 x4 x0 -8 W/ (2) 1 /2"Ox6" HSA'S. 3/16 2 AT 12 INSTALL TO CENTER ON TOP EDGE OF "q CONT ANGLE. SPACE -------- AT 48" O.C, BOND BEAM W/2-#5. FULLY GROUT 2 COURSES ABOVE AND 1 COURSE BELOW BOND BEAM- L5x3xl /4 (LLH) CONT. DISCONTINUE AT CMU CONTROL JOINTS SEE CMU WALL REINF. SCHEDULE AND DIAGRAM FOR WALL REINF. PLAN, TYP. 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% A325N BOLTS ENTRY CANOPY ENTRY CANOPY 8 SCALE: 3/4"=V=0" 7 SCALE: 3/4"=1'=0" 1 1/4 -HSS COLUMN NOT USED 4 SCALE: 3/4"=V=0" 2'-6" I C10x15.3 I 3/16 2 AT 12 BETWEEN ROOF BEAMS 3/1� I ENTRY CANOPY 9 SCALE: 3/4"=1'=0" -BEAM SEE PLAN HSS BRACE SEE 3/S4.3 t ENTRY CANOPY 5 SCALE: 3/4"=1'=0" ENTRY CANOPY 6 SCALE: 3/4"=1'=0" HSS BRACE f- HSS COLUMN I I 3/16 V 4 I ri13 1/44 I\\LATE 1/2"x8" PLATE 3 8" AT �� i W 6 3 4"0 L6x3 1/2x5/16x1'-O" / / () /EA. SIDE M HSS BRACE CL. BOLTS WORK POINT (2) 3/4" HILTI HIT HY150 —BEARING PLATE 1/4" STIFF. PLATE ANCHORS EA SIDE. _ 1 /2"X'x12" W/ 3/16 V EA. SIDE 6 5/8" EMBED:.: 00 (2) 1/2"Ox6" HSAS 3/16 3 W BEAM 1:: 3 1/2" W-BEAM 3/16 �' 1 3/16 6 ENTRY CANOPY ENTRY CANOPY 1 OSCALE: 3/4"=1'=0" 11 SCALE: 3/4"=V=0" 3/16 1/4" CAP PLATE W-BEAM TO COL . CONN SEE 10S0/1 W-BEAM 3/16 3 3/16 6 i I I I i HSS COLUMN 1/4" CAP PLATE BASE PLATE 1/2" x 8" 1'-0" W/ (4) 3/4"0 WORK POINT �� I I WORK POINT x 3/16 A325N BOLTS BASE PLATE 1/2" x 6" + \�`�� x 0'-10" W/ (4) 3/4"0 HSS COLUMN . I HSS BRACE iIi I I A325N BOLTS HSS COLUMN -� 1/4" STIFF. PLATE I PLATE 3/8" AT I / EA. SIDE HSS BRACE C,L, 7 WORK POINT 3/16 6 PLATE 3/8" AT HSS 3/16 4 BRACE C.L. BEARING PLATE 1/2" �\ �\ 3/16 4 1 3/16 V6 x 8" x 1'-0" W/ (4) `� \ `� HSS BRACE 1/2"0 x 6" HSA'S �� ` �� W-BEAM PLATE 3/8" AT ENTRY CANOPY 12SCALE: 3/4"=V-0" WT9x20 4 48" O.C. (TYP,) 18,-0"* 4'-0"* Ilk I A -A 18/S4.3 SIMILAR ENTRY CANOPY 13SCALE: 3/4"=V-0" ENTRY CANOPY 14SCALE: 3/4"=V-0" HSS BRACE C.L. W-BEAM TO COL CONN SEE 10/S0.1 ,-- W-BEAM HSS BRACE 3/16 3 ENTRY CANOPY 15SCALE: 3/4"=V-0" C , V- (OPEN) 1 HSS BRACE Ln ' 3/16 3 WT7x30.5xl'-1" (4) 3/4" HILTI HIT HY150 ANCHORS. 6 5/8" EMBED ENTRY CANOPY 16SCALE: 3/4"=V=0" 7'-4" 4'-0" 8'-0" 4'-0" 8'-0" 8'-8" 3'- 8 3 -8 19/S4.3 —, t - 32'-0" 22 -0 I 1/4" CAP PLATE FAB IN THREE PIECES SUPPORT BOSS * INDICATES A DIMENSION WHICH WT9x20 .: I N 1 2"0 STD. HOLE SHOULD BE FIELD VERIFIED 1 0 A325 BOLT / •._�: • ,_ (GRIND SMOOTH) ENTRY CANOPY PLAN C.L. CANOPY BRACKET ;yam 6x6x1 /4 I ( o ELEV. = 18 -0 __ BACKING E1 /2 STD. PIPE 2' STD. 17SCALE: 3/4"=V-0" (4) 1 /2 0 BOLTS ^'' '_ PLATE 2 TYP I 3 16 I PIPE (TYP.) -m-4 _____ _ ______----- _____ END PLATE 1 1/2 0 X-S PIPE >> >> I- I - ----------- -------I --- ------ ------ - i i (TYP.) SECTION C C SCALE N.T.S. C SHOP FAB 2"x3" o (OPEN) 6'-0" GRID OPENING IN PIPE 1 FOR CABLE. B B I— REINFORCE W/ 1 V) 1/4" PLATES I M I / (=�j o 6"0 STD, ROOF 12 / PIPE LINE 12"0 x1/2" THICK PLATE (2 12 JOIST REQ'D) W/(8) 5/8"0 / / _ - 3/16 GIRDER GRID N HOLES ON A 9" BOLT HOLE I i CIRCLE BOTTOM PL, 4 4'-0"* 24'-0"* 4'-0"* I / L2x2x3/16, TYP. 1 /2"Ox8" HSA AT 32" MAX A I i A MC10x8.4 FRAME i 5/8"0 HOLES ON TOP PL 0 8" MIN, BOND BEAM WITH PLATE I BOLT PLATES W/ (4) 1/2 / 2- 5 CONT. 1/4%6" PLATE i i BOLTS W/ NUTS AND I 2% X-S PIPE x 12" LONG FULL PENETRATION WELDS 'i :� : # 1/4"xAS SHOP FAB 2 x3 I I I (JOISTS & LOCKWASHERS REQ'D AT WT BEAM AND WT 45' A A �`L OPENING IN PIPE I ' t� � � SHOWN FOR CABLE. i i ROOFING WT9x20 BOSS TOP FLANGES TO MC10 6 0 STD. x0 -6 I I OMITTED FOR 1% A325 BOLT I FLANGE PIPE REINFORCE W/ CLARITY) 6'-8" 8'-0" 8'-0" 6'-8" l � OF 2"X3"HOLE 1 /4' PLATES * INDICATES A DIMENSION WHICH (4) 1 /2 0 A325 BOLTS 3/16 PLATE i I C12x30 CONT, WELD TO A A ° 32'-0" 1 SHOULD BE FIELD VERIFIED BOTTOM FLANGE OF STL. LINTEL 3/16" PLATE FULL WIDTH OF AWNING "A -A" " I 19/S4.3 WT9x20 SUPPORT MC10x8.4 2x2x3 16 ANGLE CONT. (NOTCH AT CHANNEL) SECTION- (OPEN) i i BUILDING / BOSS SEE PLANS SCALE N.7 T.S. COLUMN HSS 6x6x1 /4 & AT BOTH ENDS B.O. STL. 12 3/4 FOR LOCATIONS 3/4"0 A325 BOLTS ELEV. = 11'-4" (4) DRAINAGE SLOTS 2%8" EQUALLY SPACED „ TO ANGLE @ 32" O.C. MC10x8.4 L6x4x5/16 IN END CHANNEL (TYP BOTH ENDS) GRID SECTION B-B ��., TYP. :. WT9x20 (3/4"0 EXP. ANCHORS 1 SHOP SCALE N.T.S. 19/S4.3 20/S4.3 3/16 32' O.C. BEYOND) TO SECTION A -A PL. 3%3/8" CONT. EXIT CANOPY PLAN CANOPY SHOP WELD TO CANOPY DRAIN SECTION AT SATELLITE SUPPORT 1 8 SCALE: 3/4"=V-0" 19 SCALE: LINTEL 3/4"=V-0" (ENTRY AND EXIT 20SCALE: 3/4"=V-0" ( ENTRY AND EXIT) 21 SCALE: N.T.S. I • rs L 101 ww Irwr HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE t� ISSUE DATE DATE DESCRIPTION 5/10/02 1 STRUCT. GRID SHIFT THIS DRAWING IS THE PROPERTY OF LOWE'$ 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 CITY, STATE CONTEMPORANEOUS` WITH ITS ISSUE DATE ON XX/XXI02 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. i • i j LLJ `t L0 z I_• r\ � O v=i r N 0 uj z y -Tt < .. 000D 11 OU �Q°^' # COD CC cy- ca <0 MQLLI z Z) Ewa=- Q w Fcy- �Ow (n cV J 1-- 0 E (81. y" O d'�w >, 0 3 • gq0o�o ° �tf): �0 cM a • J f- W Q ❑ ❑ z O J LL H/ LL L,L o ❑ o LL � o� LL LL O O QQ O J U) U) ORIGINAL ISSUE DATE: 04/15/02 PERMIT SET ISSUE DATE: 04/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: S-4.3 r1 I N I WATER FLOW TEST DATA STATIC: 60 PSI RESIDUAL: 54 PSI FLOW: 1190 GPM CONDUCTED BY: SANFORD FIRE DEPARTMENT DATE: 10-15-01 EFFECTIVE POINT: ON 12" MAIN IN LIVE OAK BLVD. ELEVATION: N/A USE FOR CALCULATIONS STATIC: RESIDUAL: FLOW: EFFECTIVE POINT 170 PSI 116 PSI 1875 GPM PUMP DISCHARGE NUMBER OF SPRINKLERS SYSTEM #1 412 SYSTEM #2 322 SYSTEM #3 326 SYSTEM #4 424 SYSTEM #5 209 IN -RACK SYSTEM 92 TOTAL # OF SPRINKLERS 1785 x � TOP OF PIPE x P EP x x x- x- EL 44.5 \ \ HIDDEN LAKE SUBDIVISION ZONED SINGLE�FAMILY RESIDENTIAL ( R-1 X x x- FIRE HYDRANT ASS'Y -------------------------- \ - (CITY DETAIL FIG. 402 SHEET C-18) - - - - - - - . / X \ wAT TOP EL 44. WATER 1 TOP N EL 42 I 5, Lc� ti 0 ti 0 0 1 1 Ln rn 0 n0 i I I C6 I _ 0 / _0 0 i I I I L--------- 5' CONCRETE SIDEWALK FIRE PROTECTION NOTES L ®W �'s� 1. THE ENTIRE BUILDING SHALL BE FULLY SPRINKLERED. THE ENTIRE FIRE PROTECTION SYSTEM SHALL MEET HOME CENTERS, INC. APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES, AND MUST BE APPROVED BY LOWE'S & THE P.O. BOX 1111 N. WILKESBORO, NC 28656 LOCAL AUTHORITY HAVING JURISDICTION. THE DESIGN CRITERIA LISTED ON THE 'FP' SHEETS ARE MINIMUM • • REQUIREMENTS SUPPLEMENTED BY SPECIFICATION SECTIONS 13916, 13921 AND 13220. REVISIONS 2. THE SPRINKLER SUBCONTRACTOR SHALL SUBMIT THE "FP" SHEETS 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 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 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 IN THE BUILDING, COORDINATE WITH LOWE'S CONSTRUCTION MANAGER FOR ACCEPTABLE INSTALLATIONS. UNDER NO CIRCUMSTANCES WILL SPRINKLER PIPING BE ALLOWED BELOW THE BOTTOM OF THE JOIST GIRDER. 4. IT SHALL BE THE SPRINKLER SUBCONTRACTORS RESPONSIBILITY TO COORDINATE AND INTERFACE WITH ALL TRADES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: (a) INTERFERENCE OF SPRINKLER BRANCH LINES WITH TRUSSES, TRUSS CROSS MEMBERS, CROSS BRACING AND WIND BRACING; (b) INTERFERENCE OF SPRINKLER MAINS WITH GIRDERS; (c) INTERFERENCE OF SPRINKLER BRANCH LINES AND MAINS WITH ROOF TOP UNITS (RTU'S); THIS DRAWING IS THE PROPERTY OF LOWE'S HOME (d) AVOIDANCE OF SPRINKLER OBSTRUCTION BY ELECTRICAL CABLE TRAYS, CONDUITS, JUNCTION BOXES CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE ED AND LIGHT FIXTURES. SPRINKLER SPACING FOR THE ESFR SPRINKLERS SHALL BE LOCATED AT LEAST ORPARTCONSENT OF WE'SHOITHOUT THEENTERS, INC.WRITTEN CONSENT OF LOWE'S HOME CENTERS, IN 1'-0" AWAY FROM THE EDGE OF ALL STRUCTURAL STEEL MEMBERS, IN ACCORDANCE WITH NFPA 13. COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE 5. THE DISTANCE BETWEEN SPRINKLERS AND BETWEEN BRANCHLINES SHALL BE 8 FEET MINIMUM AND 12 FEET THIS DRAWING WAS PREPARED FOR USE ONA SPECIFICSITEAT MAXIMUM. ALL ESFR SPRINKLERS SHALL BE LOCATED AT LEAST 1'-0" AWAY FROM THE EDGE OF ALL STRUCTURAL CONTEMPORANEOUSLYWITHITS ISSUE DATE ON STEEL MEMBERS, IN ACCORDANCE WITH NFPA 13. oan E/02 AND IT IS NOT SUITABLE FO R U SE ON DIFFERENT PROJECT SITE ORAT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER OF 6. THE SPRINKLER SUBCONTRACTOR SHALL ASSURE THAT SPRINKLER PIPES ARE SUPPORTED SUCH THAT NO POINT PROPERLLYPROJECT L LICENSED ARCHITECTS AND ES THEINGINEERS. REPRODLOADS (CALCULATED WEIGHT OF WATER -FILLED PIPE) TO JOISTS EXCEED 250 LBS AND THAT ANY POINT LOADS IN ANOTHEUCTO PROJECT SNOTHIS DAUTHORIRAWING AUTHORIZED AND ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS 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. OCCUR BEYOND 6" OF A JOIST PANEL POINT, FURNISH & INSTALL ANGLE BRACING AS SHOWN ON "TYPICAL PIPE • • SUPPORTING DETAIL", DETAIL #1-SHEET FP-7. 7, SPRINKLER PROTECTION SHALL BE PROVIDED IN THE ELECTRICAL ROOM AND THE TELEPHONE ROOM AS INDICATED. BRANCHLINES SUPPLYING THE SPRINKLERS IN THESE ROOMS ARE THE ONLY SPRINKLER PIPING ALLOWED FROM FINISH FLOOR TO BOTTOM OF ROOF DECKING. ALL OTHER SPRINKLER PIPING, INCLUDING AUXILIARY DRAINS, AND - wM INSPECTOR'S TEST CONNECTIONS SHALL BE ROUTED AROUND THESE LOCATIONS. 8. ALL INSPECTOR'S TEST CONNECTIONS AND LOW POINT DRAINS SHALL BE PER NFPA 13 (UNLESS NOTED OTHERWISE) AND SHALL BE DISPLAYED ON SHOP DRAWINGS. MOUNTING HEIGHTS OF CONTROL VALVES SHALL BE 5'-0" A.F.F. MOUNT CONTROL VALVES FOR INSPECTOR'S TEST CONNECTION AND LOW POINT DRAINS INSIDE BUILDING. PIPE DRAIN LINES TO EXTERIOR OF BUILDING. AUXILIARY DRAINS AND INSPECTOR'S TEST CONNECTIONS SHALL BE LOCATED TIGHT PSQoll AGAINST THE PERIMETER WALLS. COORDINATE WITH LOWE'S CONSTRUCTION MANAGER FOR ACCEPTABLE LOCATIONS. 9. THE LOCATION FOR THE LEAD-IN, SHOWN ON THIS SHEET, IS THE ONLY LOCATION ACCEPTABLE TO LOWE'S. IF A • PROBLEM ARISES, CONTACT LOWE'S CONSTRUCTION MANAGER IMMEDIATELY FOR CLARIFICATION, 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 = N #4-SHEET FP-7. Q 11. THE SPRINKLER SYSTEMS SHALL BE MONITORED BY A CENTRAL STATION SIGNALING SYSTEM FURNISHED AND Q s a a' INSTALLED BY LOWE'S. ALL TAMPER SWITCHES, WATERFLOW SWITCHES, AND PRESSURE SWITCHES SHALL BE I � o (n INSTALLED BY THE SPRINKLER SUBCONTRACTOR AND WIRED TO THE CENTRAL STATION SIGNALING SYSTEM BY THE o ALARM SUBCONTRACTOR. THE AUDIBLE ALARM SHALL BE FURNISHED AND INSTALLED BY THE ALARM SUBCONTRACTOR. El 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. co 12. PROVIDE SEISMIC BRACING AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ALL SEISMIC BRACING SHALL BE o • IN CONFORMANCE WITH THE LATEST EDITION OF NFPA 13 AND LOCAL REQUIREMENTS. W E ' > W 7o 13. REFER TO THE ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS AND DETAILS. DO NOT SCALE "FP" m "10 m � Z o � • 00 DRAWINGS FOR CONSTRUCTION PURPOSES. N 14. REFER TO THE FIRE PROTECTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING THE FIRE PROTECTION to SYSTEM. Ilt mo0 15. NOT USED. o s 'o M N. 0 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) X CHROME PENDENT SPRINKLER w/ DEEP ESCUTCHEON, INTERMEDIATE TEMPERATURE, (1/2" ORIFICE) d 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 o VERTICAL PIPE &» INSPECTOR'S TEST CONNECTION 'b- AUXILIARY DRAIN d DRUM DRIP DRAIN HANGER SHEET INDEX • • U� O Qe 0 ^ O N 0 O N J tEn O U C C t O n 0 o � o B y^ a O b o c> x t-- - 3 atp 00 0 M 0 a, • n Lo .-. LL � co •-� N to O zN ® M O LQ (:6 m (o u W� Z Y W CIO O ® wo H JI --I < o F-� W c6 ® C N C4 �1 UCIO co • J Q�l M-1 a Q } m o Y U W CD � � cm O O � L N H p CD O CD o W O O In r _ LL O ^ !"_1 LLI7 U- Z LQ' Z w w V) Cn a ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: UNDERGRUUNU UN I HIS SHEE I DRAWING NUMBER: FIRE PROTECTION SITE PLAN SHOWN FOR. REFERENCE ONLY. SCALE: 1" = 50' SEE CIVIL DRAWINGS. FP- 1 SEC PROJECT # 1302504-002 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 n L 0 W ErmwV HOME CENTERS, INC. P.O. BOX I I I I N. WILKESBORO. NC 28656 9 a n CD Y1 1 0 N.03 M.01 SYSTEM #2 AUXILIARY DRAIN SYSTEM #4 INSPECT R'S TEST CONNECTION SYSTEM #1 AUXILIARY DRAIN SYSTEM #3 AUXILIARY DRAIN AUXILIAR� -,.PRAINS SYSTEM #4 AUXILIARY DRAI .......... .......................................... ! ................. .............. . ..................................... ................... .................... .............. ...... ............................... ..... ........... .... ............ ..... .................... ........ ..... ...... ............................ ...... ............................. ..... ............................. ..... ............................. ..... ............................. ...... ................... ............................... ............................................................ .................... . ........................................................................... ................. ............................................ ...... ................................ ...................... ........... ......... ............ ...... ....... ---- ----- - .. . ...................... .......... ... ....... . ........ ........................... ..... ... .......... ............... ...... ............................. 2 2 2 12 2 oj11) 0 :0 ....... ........... .......................................................... ....... ........ ........................................................... .......... ........ ......... ........... .......... ........ .............................. 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A:, y ........... ........................ ......... .......... .............. ................................ ...................................... - - - - - - - - - - - - - - - - - - - ..... . ........ . ............. ............. ...... ............. ...... ....... ........... ........... ...... ......................................... .. .... ........................ ............... ...................................................................... ....... . :", 1. ........ ....... ... .......... ...... ZA84� ....... ..... ......... ........................ ...... . . ........ ..................... ..... ............ ............... . ........ ... ... S7 AM A2 /Al\ \Sy ............. ................ SYSTEM #1 INSPECTOR'S TEST CONNECTION 21 2�j .... ....... ...... .... ...... .... SYSTEM #3 INSPECfO S TEST CONNECTION *H SYSTEM #5 (DRY) 0 24M 1 AUXILIARY DRAIN S17 -SIB t5 ......... ............................................... ...... .............. .. ..... ....... % .......................... ........ ......................... ....................... .................... ................................................. ...................... ................................................. .................... ........ ...... ......................... ............. : ...... > ....... . .................. ... .... ...... ..................... ... .......... . ........ . ...... ....... ............ ............. .............. .... ... A03 .......... ....... . ....... . ..... (D .......................... ..... ............................. ..... ............................. ..... ............................. ...... ............................ ..... ............................. ..... ............................. ..... .......................................................... ..... ............. . ...... L--ELECTRICAL CLOSET . ......... FRONT OFFICE :c PROVIDE PROTECTION ABOVE AND SiD S9 S14 313 Si Sil (NO A/S) SYSTEM #4 (WET) BELOW THE VESTIBULE CEILING. SPRINKLER CONTRACTOR SHALL AB2 CONSIDER THE EXTERIOR ROLL -UP ALL PENDENT SPRINKLERS IN FRONT DOOR IN THE OPEN POSITION OFFICE AREA TO BE IN CENTER OR 24! RN (TYP) WHEN PROVIDING PROTECTION FOR QUARTERPOINTS OF CEILING TILE WITH THIS AREA. ;14 jj _S7 1j, S1 S5 1 54 1 S3 S2. 1 S1 1 ARM OVER AND DROP il 4 AT1 .......... .......... ......... ........................... ABI SPRINKLER CONTRACTOR SHALL BE .... ..................... RESPONSIBLE FOR COORDINATING SPRINKLER ............................. LOCATIONS WITHIN THE FRONT OFFICE AREA WITH OTHER TRADES SYSTEM #5 1j" INSPECTOR'S TEST CONNECTION. THE CONTROL CUSTOMER SERVICE CANQPY VALVES FOR THE INSPECTOR'S TEST CONNECTION LOCATED IN SYSTEM #5 (DRY) THE CUSTOMER SERVICE CANOPY SHALL BE MOUNTED AT 8'-0" ABOVE FINISH GRADE AND DISCHARGE LINES PIPED TO V-0" ABOVE FINISH GRADE. COORDINATE w/ LOWE'S CONSTRUCTION LOCATIONS AND DIRECTION OF DISCHARGE. SYSTEM LEGEND AREA DESCRIPTION SYSTEM 1 SYSTEM 2 SYSTEM 3 SYSTEM 4 SYSTEM 5 SALES AREA 36,894 29,005 29,003 33,695 GARDEN CENTER 14,219 CUSTOMER SERVICE CANOPY 4,693 FRONT OFFICE AREA 7,062 SHADE STRUCTURE 6,858 TOTAL SQUARE FOOTAGE 1 36,894 1 29,005 129,003 40,757 25,842 FIRE SPRINKLER PIPING PLAN SCALE: 1 20' SEC PROJECT # 1302504-002 REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 04115102 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 ARCHITECTSAND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND 13 CONTRARY TO THE LAW. 0 _e C) 0 �2 V) c� o ou cp C, V) 0) LO 0 V c�n co Q) V) > CD _J 01 c: r r, oc t 0 cq 0 c� oc a) �: c , 0 cy) u-5 LL co 00 C,q C) Lo 40 Z N _m L0 vj LLJ I (y) 0 > C/) I:), Lu 0 CD U) < LLJ co 00 0 co 40 CN (D (D m co 0 Ld 0 LU L) (D z LL LL "n- C:) c:) o c� 0 o C/) 12� L0 LL 0 C�) 6 uj Z LL z 3: < z 5- w 0 < _-) 0 _j 0 U) 12� a. ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: FP-2 1" PIPING SYSTEM #4 AUXILIARY DRAIN SEE FP- 6" PIPING SYST (SALES AREA) `. 1" PIPING SYSTI AUXILIARY DRAIt 6" PIPING SYSTEM #1 (SALES AREA) SEE FF 4" PIPING SYSTEM #6 (CUSTOMER SERVICE SEE FP-4 J 1 11 11 Y V J I J I L IYI tt V (CUSTOMER SERVICE CANOPY) SEE FP-5 SALES AREA SCALE: 1 /16" = 1'—O" (CUSTOMER SERVICE CANOPY) SEE FP-5 A �CONNECT TO BRANCHLINE HANGERS MUST BE ATTACHED STRUCTURAL STEEL-\ PIPE SIZE SHALL BE SAME AS CEILING ESFR SYSTEM LOCATE DROP AT CORNER OF RTU ESFR SPRINKLER BENEAT NOT TO SCALE Fj L O W ErS(Do HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION 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 SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 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 FORREUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • • 11 Z ESFR SPRINKLER BENEAT NOT TO SCALE Fj L O W ErS(Do HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION 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 SPECIFICSITEAT SANFORD,FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 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 FORREUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. • • 11 Z � o 4 =N o a rn Uz; cm 5= W C C C Q C, O L co V J V1 o m N O a W co �� En_ > W oo� mwcr al In � p J w C m V ❑ Lu d n O Yo�M 5 co O U G U J N O N O E U I • = • O O 00 1 O 00 00 V 1, p ^ O 7 p oc U cq ti O d X O Q 73 a> OO�O -3 o 1 3 ai Q 00 o O 00 .� I cn y I o ��L N U o Z � 00 ■ % �"� m Lo 6 NMw4u �e M w Y U O W N ;> C3 Z w0 O O W 0 0� z coW0 IZ m mw Y U W v = F-j U z Q C� a 0 � � N m W O �LL �/ N IL ly' • ~ T� O 0 O V i [] LL O /^j 0 v / �W W � � 0 W� zzW �.., O Q o ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: KEY PLAN SCALE: 1 " = 100' SEC PROJECT # 1302504-002 DRAWING NUMBER: FP-3 � • L a W ErmSo HOME CENTERS, INC. P.O. BOX I I I I N. WILKESBORO, NC 28656 • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE I I DESCRIPTION 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 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. • = • • • • (NO A/S) SYSTEM #4 (WET) ALL PENDENT SPRINKLERS IN FRONT OFFICE AREA TO BE IN CENTER OR QUARTERPOINTS OF CEILING TILE WITH 1" ARM OVER AND DROP SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SPRINKLER LOCATIONS WITHIN THE FRONT OFFICE AREA WITH OTHER TRADES SALES AREA & OFFICE AREA SCALE: 1/16" = 1'-0" O o Q N rM oz I p N 5=cn pEa co ° ao o N O aa cc) E U L% fy O^o� n. c f ,c 0 l- o o 0 V � I Y � n E N r n m 5�23-o-c O h 0 J • • • I� ILL (D j� co •.• N Lo 0 0 Z m r , 0 06 ® m U uj� Wv 0 W U O W cj> ®w0 z �o J Oo 0 (.0 � W u � M a C� } a m w a � Y C-' U W_ H U a a Q } a m z LL N u- Orl000 0 0 O O o a.. t) LL o 0 W Z u- z �V) �' QQ W w� JO �C/) ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: 17 Y Y Y KEY PLAN SCALE: 1 " = 100' 1 SEC PROJECT # 1302504-002 1MWTT I.109HI TW] Ix:� FP-4 a cc 0 0 1Q 0 0 -a I Lo ry ^I 7 0 ✓o _Q) 0 0 ............... ..... - OwEmsO R Q P HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 LOWE® REVISIONS PRE -BID SET L POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION i S I SYSTEM #5 2" INSPECTOR'S TESTI CONNECTION WITH 0.775 {} SMOOTH BORE ORIFICE i 1 SYST�M #5 AUXILIARY DRAIN f ; a i 1 I :. ...., ................ .... SHADE STRUCTURE CYCTP-AA #r, (npyY SYSTEM LEGEND AREA DESCRIPTION SYSTEM 1 SYSTEM 2 SYSTEM 3 SYSTEM 4 SYSTEM 5 SALES AREA 36,894 29,005 29,003 33,695 GARDEN CENTER 14,219 CUSTOMER SERVICE CANOPY 4,693 FRONT OFFICE AREA 7,062 SHADE STRUCTURE 6,858 TOTAL SQUARE FOOTAGE 36,894 29,005 29,003 40,757 25,842 -6" 5'-2" GARDEN CENTER AND CUSTOMER SERVICE CANOPY SCALE: 1/16" = 1'-0" 1j" PIPING SYSTEM #5 (CUSTOMER SERVICE CANOPY) 3" PIPING SYSTEM #5 (CUSTOMER SERVICE CANOPY) 4' 4" - Dil SYSTEM #1 INSPECTOR'S • i s I I I 3 TEST CONNECTION ::::::.......: I AUXILIARY DRAIN �516% �515% I k i nZ •i 7X iG �yo ........ ... - ... i=. .......................... 1-2 1 1 E - PROVIDE PROTECTION ABOVE AND s10 Q BELOW THE VESTIBULE CEILING. I SPRINKLER CONTRACTOR SHALL CONSIDER THE EXTERIOR ROLL -UP I DOOR IN THE OPEN POSITION WHEN PROVIDING PROTECTION FOR THIS AREA. CUSTOMER SERVICE CANOPY SYSTEM #5 (DRY) B.29 B.03 3' 6" `- SYSTEM #5 1j" INSPECTOR'S TEST CONNECTION. THE CONTROL VALVES FOR THE INSPECTOR'S TEST CONNECTION LOCATED IN THE CUSTOMER SERVICE CANOPY 22 SHALL BE MOUNTED AT 8'-0" ABOVE FINISH GRADE AND DISCHARGE LINES PIPED TO 1'-O" ABOVE FINISH GRADE. COORDINATE w/ LOWE'S CONSTRUCTION MANAGER FOR ACCEPTABLE LOCATIONS AND DIRECTION OF DISCHARGE. KEY PLAN SCALE: 1 " = 100' 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 04/15/02 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 i a �n' M L Ccc O P = N M Qo z I N C O N O a w ya y ao ¢ O E � . o ONO Vv rn ® ❑ J o C4 p N d CN O Ql ``r WE O U O cn > Wo�, 60� S m to p a m6 Lo o W Ys. " C oao M p 'V c U J N O O O Y v ,ny Lr_. 2 J U C C V n o U L L • m 0 o °O 0 O rnen �00 " a� ro o b o Q °� 0 ~ O0 O Pa p 00 cc cn a, E I� LL A O Z 100 'V^ ® ^CIO 0 06'^ �./, V / ® � WI e I.jwzu � Z Y 0 cf) W ®C3 _ W � 1 Z� w® Zcl)-d 0 w C6 ® CD Lo CD N co U � co a 0 �ll m 0 Y U W v = z U ~ Q U a Co W� O L N L 0 o O o O o o U) 0 r^ �T� "+ o V 1 H'1'^ILLI LL o z <z w ® U) ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: FP-5 I 1 SEC PROJECT # 1302504-002 1 1 • • 0 1 LOWEmSe HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 >, 1 SPRINKLER RISER ROOM PLAN FP-6 1/4" = V-0" 3 SPRINKLER RISER ROOM SECTION FP-6 1/4" = 1'-0" ELECTRIC ALARM BELL (BY ALARM CONTRACTOR) T—WRENCH (BY SITE UTILITY CONTRACTOR 22 10 X 8 REDUCING FLANGED ELBOW 2 SPRINKLER RISER ROOM SECTION FP-7 1/4 = 1'-0" 4 SPRINKLER RISER ROOM SECTION FP-6 1/4" = 1'-0" T^ '"' ""^" SPRINKLER ER SYSTEM #2 ER SYSTEM #1 k) FLANGE •O—LEf WELD-0—LET EQUIPMENT LEGEND O WATERFLOW ALARM SWITCH 20 WATER PRESSURE GAUGE 3O MAIN DRAIN VALVE ® MAIN DRAIN LINE O5 PIPE STAND © RISER CHECK VALVE O7 O.S.&Y. GATE VALVE w/SUPERVISORY TAMPER SWITCH ® RISER MANIFOLD 9O LEAD—IN 10 NOT USED 11 GEM, VICTAULIC, OR RELIABLE DRY PIPE VALVE w/QUICK OPENING DEVICE, ANTI —FLOODING DEVICE, AUTOMATIC AIR MAINTENANCE DEVICE, PRESSURE TYPE WATERFLOW ALARM SWITCH, & LOW AIR PRESSURE SWITCH, 12 SINGLE STAGE AIR COMPRESSOR — TANK MOUNTED — SIZE H.P. AS REQUIRED. ELECTRICAL SUPPLY IS SIZED FOR MAX. 5 H.P., 208V., 30. NOTIFY THE ELECTRICAL CONTRACTOR OF THE HP RATING AND NOTIFY LOWE'S CONSTRUCTION MANAGER IMMEDIATELY IF ELECTRICAL REQUIREMENTS ARE GREATER THAN 5 HP. 13 SPARE SPRINKLER CABINET— (MINIMUM OF 24 HEADS & 1 SPECIAL SPRINKLER WRENCH) 14 FIRE SPRINKLER SYSTEM DIAGRAM 15 FIRE DEPARTMENT CONNECTION — 4 X 2 � X 2 j CHROME FLUSH MOUNTED, DOUBLE CLAPPER W/ CAPS AND CHAINS. THREADS TO BE IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION. 16 NOT USED 17 WAFER CHECK VALVE 18 ECCENTRIC FLANGED REDUCER 19 CONCENTRIC FLANGED REDUCER 20 ELECTRIC FIRE PUMP 1,500 GPM AT 100 PSI. 480 VOLT. 3PH. 60 CYCLES 125 HP, 21 AUTOMATIC AIR RELEASE VALVE 22 FIRE PUMP TEST HEADER WITH STORZ CONNECTION, FLUSH MOUNTED TO SPRINKLER SYSTEM #4 (SALES AREA, RECEIVING AREA AND FRONT OFFICE AREA) — "9RINKLER SYSTEM #3 S AREA) 'RINKLER SYSTEM #5 EN CENTER, SHADE ;TURE AND CUSTOMER -E CANOPY) WELD-0—LET 5 SPRINKLER RISER ROOM SECTION FP-6 1/4" = 1'-0" SEC PROJECT # 1302504-002 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 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 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. 5'Z3.oz =i co O C) O N O Q rnz I O C � o ¢ E L 0 O ONO V .^co i J 9 ❑ Z 3 2 N v) O G O U > W Q °° 1 O W 6.cr ooco T ( C) J � o�orn c � �N U)v n O W U 00 O 0 0 U — N O N Y O N Li LL U C C qe ^ o m U (n (n 'A� ! oc oc 01, � M i O y O\ ✓ d X ca 0 O 0 N 0 °O 3 q C) ° ::III o oc � � P � � W � M O .0 a Lo ILL LO Z N 0 -m Q, ICI 0 CU m ® w� W� U z U �0 W O 0> ® w0 F_ O j—j O It < C6 Oo Lr) O N � uco a (D m 0 w Y U W 2 U ^w m �7 qZ N LLLL h CD !� O O O W O Q r F-� � /'� Lf7 :J O O VJ o W v W w O Q /� o W Lot)J v) Cn of • e ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: FP-6 It D kf op 11 it 0 n 0 0 11 it w Y TOP BEAM CLAMP PROVIDE TRAPEZE HANGERS ON L a W E�:s CORRUGATED DECK ALL 8—INCH SPRINKLER MAINS HUNG FROM THE BAR JOISTS. ALL THREAD ROD < 6" > 6" ADD ANGLE BRACE JOIST OR JOIST OR ALL 8-INCH SPRINKLER MAINS JOIST GIRDER HANGER RING JOIST GIRDER BETWEEN 2"x2"xl/4" ANGLE (MIN) THESHALLBE ADJJACENTTBARDJOIS LOCK NUT HUNG FROM TRAPEZE HANGERS, SPACED A MAXIMUM OF 8-FEET ON CENTER. MOUNT PIPING AS CLOSE TO WALL AS WELDED ROD BOTH TRAPEZE PIPE ALL HANGING METHODS SHALL FEASIBLE (MAX. ENDS BE IN ACCORDANCE WITH 6"). BAR JOIST - NFPA-13 & APPROVED BY AHJ. > 100# > 100# ALL THREAD ROD 6-INCH AND SMALLER PIPE MAIN PIPE RUNNING PARALLEL TO THE JOISTS MAY BE HUNG FROM A .....: } SINGLE BAR JOIST, WITH HANGERS FOR 6-INCH PIPE HANGER RING SPACED A MAXIMUM OF 8 FEET ON CENTER. GATE VALVE BARJOIST SIDE ELEVATION SECTION 1!7 CO 0 0 0 L0 0 I i I �I O II I 4 0 1 I i UUNNUL JOIST 0 GIRDER LOCK N MAIN TRAPEZE HANGER 1 TYPICAL PIPE SUPPORTING DETAILS 2 PIPE PARALLEL TO JOISTS -7NOT TO SCALE P-� NOT TO SCALE UUNNUI JOIST C GIRDER LOCK N ALL 6 & 8—INCH PIPE RUNNING PERPENDICULAR TO BAR JOISTS SHALL BE HUNG FROM EACH JOIST. ALL 4—INCH OR SMALLER PIPE SHALL BE HUNG IN ACCORDANCE WITH NFPA 13. ALL SPRINKLER PIPING GREATER THAN 3—INCHES SHALL BE INSTALLED WITHIN 6—INCHES OF A TOP PANEL POINT, OR ADDITIONAL BAR JOIST CROSS BRACING SHALL BE PROVIDED. REFER TO DETAIL 1 ON SHEET FP-7. MAIN AND LINE HANGER (PIPE PERPENDICULAR TO JOISTS TO SCALE 0 1 2 MAIN PIPING (TYP.) RISER NIPPLES TO FEED BRANCHLINE PIPING (TYP.) SHADE STRUCTURE VALLEY GUTTEF TRUSS LOCATION % % SLOPE HOLD SPRINKLER � MAIN AS HIGH AS POSSIBLE AT THIS DRY SYSTEM END, SLOPE PIPE SPRINKLER TOWARE DISPLA`r SHOWN FIN. FL( HOLE PATTERN DRILLED BY FIRE PROTECTION CONTRACTOR [2X IF NECESSARY] *PAINT HOLE SET WITH GALV PAINT [DO NOT OVERSPRAY ON TO LEXAN PANELS; ANY OVERSPRAY WILL RESULT IN NEED FOR PANEL REPLACEMENT] —� PRE —DRILLED HOLE PATTERN A = REASONABLY EVEN SPACING [ +/— 2"] OF AFTERMARKET HOLE PATTERNS BETWEEN PURLIN RUNS AC 41'" TOP CHORD OF LOWS—�S SHADE STRUCTURE HOLE PATTERN TYP, 0 HH BOLT 3/8" X 2-3/4" 3/8" EYE SOCKET, WASHERS, AND CONDUIT SPACER 3/8" EYE SOCKET, 3/8" ALL THREADED ROD AND SWIVEL RING HANGER. BY THE SPRINKLER CONTRACTOR UGS TYP. INTERMEDIATE TRUSS SECTION NOT TO SCALE 3 T 5 6 T 8 9 RISER NIPPLES TO FEED MAIN PIPING (TYP.) RISER NIPPLES TO FEED MAIN PIPING (TYP.) BRANCHLINE PIPING (TYP.) BRANCHLINE PIPING (TYP.) DRAIN VALVE —� 8 BUILDING SECTION �-7SCALE: 1 " = 20' SHADE STRUCTURE TRUSS �/ \ H.I.D. LIGHT FIXTURE GUTTER LOCATION LOCATION TO . DRY RISE � SLOPE TO DRAIN J�AIN DRY SYSTEM PROVIDE CHROME PLATED SPRINKLER MAIN TWO PIECE ESCUTCHEONS �« AT ALL WALL PENETRATIONS OF MASONRY WALLS DRY SYSTEM LOW POINT DRAIN w/PLUG THIS SECTION IS SHOWN FOR INFORMATION ONLY. SPRINKLER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND RELATED INFORMATION SHOWN WITH RESPECTED CONTRACTORS. TYPICAL SECTION THROUGH SHADE STRUCTURES NOT TO SCALE AUXILIARY SYSTEM R PIPING TO INSPECTOR'S TEST/ AUX. DRAIN (TYP STEEL FLAT STRAP EACH SIDE OF TRUSS. 3/8" ROD W/NUT & WASHER EACH SIDE. TOP CHORD OF SHADE STRUCTURE TRUSS 3/8" ROD WITH NUTS & WASHERS EACH SIDE OF TRUSS & EYE SOCKET AS SHOWN. 3/8" EYE SOCKET — PIVOT SO THAT HANGER ROD IS VERTICAL. 3/8" ALL —THREAD ROD SWIVEL RING HANGER SPRINKLER PIPE 10 SHADE STRUCTURE HANGER DETAIL FP-7 NOT TO SCALE (TYPICAL FOR JANCO, LUDY, AND NEXUS SHADE STRUCTURE MANUFACTURER) GALV. 45 DEC. ELBOW W/ PLUG 12" ABOVE GRADE TYPICAL DRY PIPE SYSTEM LOW POINT DRAIN & ITC DETAIL NOT TO SCALE HH BOLT 3/8" X 2-3/4" WITH WASHERS 1/2" GALVANIZED CONDUIT SPACER X 1-7/8" TYP. —INTENDED TO REDUCE DEFORMATION OF TOP CHORD AC 41'-6" TOP CHORD OF LOWE'S I / SHADE STRUCTURE 3/8" HH NUT AND WASHER TYP. 3/8" EYE SOCKET WITH WASHERS ON EACH SIDE OF EYE SOCKET —PIVOT SO THAT HANGER ROD IS VERTICAL. THE SPRINKLER CONTRACTOR SHALL UTILIZE THE PRE —DRILLED HOLE PATTERN OR UTILIZE THE AFTERMARKET HOLE PATTERN TO BE DRILLED BY SPRINKLER CONTRACTOR, AS INDICATED IN THE UGS, TYP. INTERMEDIATE TRUSS SECTION BELOW. 3/8" ALL —THREAD ROD SWIVEL RING HANGER SPRINKLER PIPE 11 SHADE STRUCTURE HANGER DETAIL FP-7 NOT TO SCALE (TYPICAL FOR UNITED GREENHOUSE SYSTEMS SHADE STRUCTURE MANUFACTURER) UL CLASSIFIED SYSTEM 2 HOUR FIRE RATED THROUGH TREMCO # CAJ 1205 PENETRATION FIRESTOP FOR 3735 GREEN ROAD SINGLE METAL PIPE THROUGH BEACHWOOD, OHIO 44122 CONCRETE FLOORS OR BLOCK F—RATING = 2 hours WALLS USING TREMstop T—RATING = 0 hours ACRYLIC. PRODUCTS SHOWN ARE BY TREMCO. 3M EQUIVALENT L—RATING AT AMBIENT —LESS THAN 1 CFM/sq.ft. L—RATING AT 400 F — LESS THAN 1 CFM/sq.ft. MAY BE USED UPON APPROVED SUBMITTALS, 1. 4. 4. :" : F :•' 2. 4. 10 PRE —RATED CONCRETE FLOOR OR BLOCK WALLS = MIN. 4-1/2" THICKNESS. THE ANNULAR SPACE RANGE SHALL BE MIN. 0" to MAX. 7/8" FOR THIS FIRESTOP SYSTEM. O METALLIC PIPE > STEEL PIPE — 12" DIAM. (or smaller) SCH. 40 (or heavier) STEEL. > CONDUIT — NOM. 4" DIAM. (or smaller) STEEL CONDUIT, OR EMT. > COPPER PIPE — 3" DIAM. (or smaller) REGULAR (or heavier) COPPER. > CAST IRON PIPE — 12" DIAM. (or smaller) CAST OR DUCTILE IRON. > COPPER TUBING — 3" DIAM. (or smaller) TYPE L (or heavier) COPPER, Q PACKING MATERIAL — MIN. 4" THICKNESS OF MINERAL WOOL (MIN. 4.0 pcf.) INSULATION, FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. ® 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 TREMCO PRODUCTS USED ABOVE HAVE THE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND BEEN TESTED IN ACCORDANCE WITH THE IS BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE FOLLOWING: CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, DIRECT OR CONSEQUENTIAL, RESULTING FROM * ASTM E814 (UL1479) STANDARD TEST METHOD USE OF THIS MATERIAL OR DESIGN. TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO FOR THROUGH PENETRATION FIRESTOPPING BE DEFECTIVE. UL CLASSIIFIED SYSTEM 2 HOUR FIRE RATED THROUGH TREMCO 3735 GREEN ROAD # FI 1 PENETRATION FIRESTOP FOR SINGLE METAL PIPE THROUGH BEACHWOOD, OHIO 44122 F—RATING = 2 hours CONCRETE FLOORS OR BLOCK PRODUCTS SHOWN ARE BY TREMCO. 3M T—RATING = 0 hours WALLS USING FYRE—SHIELD. EQUIVALENT MAY BE USED UPON APPROVED SUBMITTALS. 2. 3 5 10 PRE —RATED CONCRETE FLOOR OR BLOCK WALLS = MIN. 4-1/2" THICKNESS, METALLIC SLEEVE — (OPTIONAL) — NOM. 13" (or smaller) SCH. 30 (or heavier) STEEL PIPE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. STEEL PIPE — NOM. 8" DIAM. (or smaller) SCH. 40 (or heavier) STEEL PIPE. THE ANNULAR SPACE SHALL BE MIN. 1/2" to MAX, 3-1/2". ® FORMING MATERIAL — (NOT SHOWN, OPTIONAL) — NOM. 1" THICK POLYURETHANE BACKER ROD FIRMLY PACKED INTO THE OPENING AS A PERMANENT FORM. ( FYRE—SHIELD — MIN. 1/2" THICKNESS OF SEALANT APPLIED WITHIN ANNULUS, FLUSH 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 * ASTM E814 (UL1479) STANDARD TEST CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, METHOD FOR THROUGH PENETRATION DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS FIRESTOPPING MATERIAL OR DESIGN. TREMCO SHALL ONLY BE RESPONSIBLE FOR- REPLACING MATERIAL FOUND TO BE DEFECTIVE. 1. SEE ARCHITECTURAL SHEETS FOR FIRE WALL LOCATIONS AND RATINGS. 2. THESE DETAILS ARE FOR ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS OF THE PIPE SIZES INDICATED ON THIS SHEET AND HAVING THESE CHARACTERISTICS. r47'�TYPICAL FIRESTOPPING DETAILS FP -%SCALE: 1 " = 10' PROVIDE CHROME PL TWO PIECE ESCUTCH AT ALL WALL PENETF OF MASONRY WALLS. WATERPROOF MASTIC AS REQUIRED FLUSH MOUNTED FIR. DEPARTMENT CONNECTION (SIZE & THREADS PER AUTO SPKR. LOCAL REQUIREMENT`. PER LOCAL REQUIREMENTS FIRE DEPARTMENT CONNECTION NOT TO SCALE HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • • REVISIONS PRE -BID SET POST BID SET ISSUE DATE � ISSUE DATE DATE DESCRIPTION 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 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 Z� Dt I 1 • o go 0 EN 0 mzj rx ° N 5 ? m O O� y R m.. C C Q to aND U n J 2 U 00 N 2 a w 0 0'R Ws o o M O U M V JN On O T C o v cq o o L m n o U (n co y � ■ LL 00 (D z N 0 CO O mLO O LU Uw SER (SEE Z _OCATION) U U) ® U� w O _O O ~ w d: 0 LO ao T � N (0 = C7 e=10101 a cD 0-1 17 0 w Y RIP OOR U PE ALONG Q ® m z w O� Q ®J o L CD 00 o O � LL O o I—, W U_ o z 0 QZ w Cn w a ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: c d FP-7 SEC PROJECT # 1302504-002 1 • • • IN —RACK SPRINKLER NOTES: 1. ALL IN —RACK SPRINKLERS SHALL BE 155' F, EXTRA LARGE ORIFICE QUICK RESPONSE, NOMINAL K—FACTOR = 11.2, 3/4" NPT, 0.64" L 103 W E ISO ORIFICE SPRINKLERS. CENTRAL MODEL ELO-231 BVQR — NO SUBSTITUTIONS. THE IN —RACK SPRINKLERS SHALL BE EQUIPPED WITH SPRINKLER GUARDS. HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 2. AEROSOL RACKS DESIGN CRITERIA: WET PIPE SPRINKLER SYSTEM DESIGNED TO FLOW 12 IN —RACK SPRINKLERS WITH A MINIMUM • • PRESSURE OF 25 PSI AT ANY IN —RACK SPRINKLER WHILE CEILING ESFR SYSTEM SIMULTANEOUSLY FLOWS 3 BRANCHLINES WITH 4 WELD—O—LET HANGER "' SPRINKLERS PER BRANCHLINE (12 ESFR SPRINKLERS TOTAL) WITH A MINIMUM PRESSURE OF 15 PSI. DESIGN SHALL INCLUDE A HOSE REVISIONS STREAM ALLOWANCE OF 250 GPM. THE AEROSALS SHALL BE CALCULATED AS IF IN THE MOST HYDRAULICALLY REMOTE AREA OF THE • • O ISSUEEPRE-BID DATTEE Q POST BID SET ISSUE DATE ENTIRE IN —RACK PIPING. BRANCHLINE RACK DATE DESCRIPTION REMAINING RACKS IN PAINT DEPARTMENT DESIGN CRITERIA: WET PIPE SPRINKLER SYSTEM DESIGNED TO FLOW 7 IN -RACK SPRINKLERS UPRIGHT WITH A MINIMUM PRESSURE OF 25 PSI AT ANY IN -RACK SPRINKLER WHILE CEILING ESFR SYSTEM SIMULTANEOUSLY FLOWS 3 BRANCHLINES WITH 4 SPRINKLERS PER BRANCHLINE (12 ESFR SPRINKLERS TOTAL) WITH A MINIMUM PRESSURE OF 15 PSI. DESIGN" WELD-O-LET SHALL INCLUDE A HOSE STREAM ALLOWANCE OF 500 GPM, ENLARGED DETAIL HYDRAULIC CALCULATIONS SHALL BE BALANCED AT THE BASE OF MANIFOLD IN THE SPRINKLER RISER ROOM. THIS DESIGN CRITERIA IS TYPICAL A RESULT OF FULL SCALE TESTING PERFORMED BY LOWE'S AND MAY NOT BE ALTERED. 3. THE AEROSOL AND THE FLAMMABLE/COMBUSTIBLE LIQUID IN —RACK SPRINKLERS SHALL BE CENTERED BETWEEN BACK TO BACK PALLET RACKS. ONE LEVEL OF IN —RACK SPRINKLERS SHALL BE INSTALLED AT 8'-0" ABOVE THE FINISHED FLOOR. THE AEROSOL IN —RACK SPRINKLERS SHALL BE LOCATED AT THE FACE OF THE RACK AND IN THE LONGITUDINAL FLUE SPACE. AT NOMINAL 4'-2" CENTERS. EVERY OTHER IN —RACK SPRINKLER BRANCHLINE SHALL BE LOCATED WITHIN TWO (2) INCHES FROM THE SIDE OF THE RACK UPRIGHTS. 3" IN —RACK 3" IN —RACK THE FLAMMABLE/COMBUSTIBLE LIQUID RACKS SHALL INCLUDE ONE (1) LINE IN —RACK SPRINKLER LOCATED IN THE LONGITUDINAL FLUE SUPPLY DROP SUPPLY DROP SPACE. 2 . 4. ALL IN -RACK SPRINKLER SYSTEMS SHALL BE EQUIPPED WITH AUXILIARY DRAINS AND INSPECTOR'S TEST CONNECTION. LOCATE DRAINS WITHIN 5'-0" A.F.F. AT AN ACCESSIBLE LOCATION AT THE END OF A RACK. (COORDINATE WITH LOWE'S CONSTRUCTION MANAGER). 5, DESIGN, INSTALLATION AND MATERIALS SHALL BE PER NFPA 13 (1999 EDITION). 30B (1998 EDITION) AND FULL SCALE FIRE TESTS CONDUCTED AT UL FOR LOWE'S. S ECTI 0 N TH R U IN —RACK 2" • 6. A MINIMUM OF 6" VERTICAL CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE SPRINKLER DEFLECTOR AND THE TOP OF THE TIER OF NOT TO SCALE STORAGE. SPRINKLER DISCHARGE SHALL NOT BE OBSTRUCTED BY HORIZONTAL RACK MEMBERS. P-8 7. THE LOCATIONS AND DESIGN OF THE IN —RACK SPRINKLER SYSTEMS SHOWN ON THESE "FP" SHEETS ARE FOR BIDDING PURPOSES ONLY. THE SPRINKLER CONTRACTOR SHALL REQUEST A CURRENT RACK LAYOUT FROM LOWE'S CONSTRUCTION MANAGER WITHIN FIVE 2 2 . (5) TO TEN (10) WORKING DAYS PRIOR TO LOWE'S KEY TURNOVER DATE (DATE ESTABLISHED BY LOWE'S CONSTRUCTION MANAGER). - PRIOR TO INSTALLING ANY IN —RACK SPRINKLERS, THE SPRINKLER CONTRACTOR SHALL VERIFY THE AEROSOL PRODUCT LOCATION WITH 4 LOWE'S STORE MANAGER, SPRINKLER CONTRACTOR SHALL MODIFY SHOP DRAWINGS AS REQUIRED TO ACCOMMODATE THE CHANGES TO THE NEW RACK LAYOUT, AT NO ADDITIONAL COST TO LOWE'S. CONTACT LOWE'S CONSTRUCTION MANAGER IF QUESTIONS ARISE. 2" 2" 8. ALL IN —RACK SPRINKLER PIPING SHALL BE SCHEDULE 40 PIPING WITH SCREWED MALLEABLE IRON FITTINGS OR SCHEDULE 10 PIPING c. WITH GROOVED COUPLINGS AND WELDED OUTLETS. AFF TO ROOF PIPING FLEXIBLE COUPLING FLEXIBLE COUPLING 2'-0" MAX. FROM BOTTOM TO IN —RACK SPRINKLER PIPING 1" ANGLE VALVE 1" NIPPLE AND CAP AUX. DRAIN SIGN IN —RACK SUPPLY DROP DETAIL NOT TO SCALE THIS DETAIL IS FOR REFERENCE ONLY. IT IS SHOWN TO ILLUSTRATE THE DESIGN INTENTIONS. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A HANGER THAT IS ACCEPTABLE TO THE A.H.J. IF THIS DETAIL IS ACCEPTABLE, HE IS RESPONSIBLE FOR SIZING ALL ITEMS SHOWN. THE SIZES SHOWN ARE FOR REFERENCE ONLY. EQUAL EQUAL �-2"x2"x I-- cD w Li o 0 I < CD V) xQ mi AISLE TYPICAL FLUE SPACE HANGER DETAIL TO SPRINKLER MAIN HORIZONTAL BARRIER OF PLYWOOD (MINIMUM 3/8") OR SHEET METAL (MINIMUM 22 GA.). HORIZONTAL BARRIER SHALL EXTEND OVER THE COMPLETE LONGITUDINAL FLUE SPACE. A MAXIMUM GAP OF 3" MAY BE PROVIDED IN THE TRANSVERSE FLUE SPACE BETWEEN HORIZONTAL BARRIERS. (SEE DETAIL #4/FP-8) IN —RACK SPRINKLER, BRASS PENDENT. -H 0 I 00 ;LE VARIES VARIES 6" OR 14" FLUE SPACE SECTION AT AEROSOL RACKS SCALE: 1/2" = 1'—O" (2) 3/8" x 3" M.T. BOLT, NUT, AND WASHERS 3" TRANSVERSE FLUE SPACE. 6" LONGITUDINAL FLUE SPACE (14" LONGITUDINAL FLUE SPACE WHEN A STRUCTURAL COLUMN IS LOCATED IN THE FLUE SPACE). FLAMMABLE LIQUIDS, COMBUSTIBLE LIQUIDS, AND ORDINARY COMBUSTIBLE: HORIZONTAL BARRIER OF PLYWOOD (MINIMUM 3/8") OR SHEET METAL (MINIMUM 22 GA.). HORIZONTAL BARRIER SHALL EXTEND OVER THE COMPLETE LONGITUDINAL FLUE SPACE. A MAXIMUM GAP OF 3" MAY BE PROVIDED IN THE TRANSVERSE FLUE SPACE BETWEEN BARRIERS. AEROSALS PLAN VIEW OF HORIZONTAL BARRIER OVER AEROSOL RACKS SCALE: 3/16" = 1" ISOMETRIC VIEW OF IN —RACK PIPING 21" LINE 1 3 2j" LINE 3" IN —RACK SUPPLY DROP 2j" LINE 3" IN -RACK SUPPLY DROP 24" LINE —� 3" IN —RACK SUPPLY DROP • • II C C • • 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 SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 0411EM2 AND IT IS NOT SUITABLE FOR USE DNA 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. MOST HYDRAULICALLY DEMANDING LOCATION FOR POTENTIAL AEROSOL STORAGE. FACE SPRINKLERS SHOWN INSIDE DASH AREA ARE FOR HYDRAULIC REFERENCE ONLY. THE DESIGN IS INTENDED TO ALLOW AEROSOL STORAGE ANYWHERE WITHIN THESE RACKS. SEE SHEET FP-2 AND FP-4 FOR NODE POINT AND PIPING CONTINUATION. i— 3" IN —RACK SUPPLY DROP IN —RACK SPRINKLER PIPING DETAILS NOT TO SCALE l �J23-aL � 1 � 0 °o L 1� U QR =00M N - i ° cV D R co c � 6 0 co 0 .ni O J � ❑ Z U m ° N h d cn rn o U) > W W mV) oar m to 3 a. .-' ° D W� ❑ v Lo O W so PD o M 0 c tr V co N O U N c ov N01LA LL. J U c c ro U (n U) ■ 1 i 0 o °O 00 O O V] M 5 N }C O o0o ^' 0 p 00 ca o�00 o M QZun I.L. N Lo O O zN m �H �00 ■ r M'� Lo L O W � w ^/ z FTC U j.�..� i W W O Z O O Lu v 0 c Lo N � WU =(y) a C7 r m o [wi w_ O U Q O Q } m W ry � O� 0 LL LL cyCN c� O O CD 0 a Ln LL 0 o LLI 6 Z uU Q z W ° U) CL ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: e D • • rI NOT TO SCALE NOT TO SCALE SEC PROJECT # 1302504-002 DRAWING NUMBER: FP-8 � FIRE EXTINGUISHER NOTES: 103 WE•� _ -----.__—----_--------- -- —__ ...._ .._ ...__.. _._ ----- --- .._..._.._. _-- ...._. _.. HC'1MF RFNTFRC INf: 00 FIRE EXTINGUISHER LEGEND WATER TYPE FIRE EXTINGUISHER O 4—A:60—B:C FIRE EXTINGUISHER 2 1/2 GAL., STORED PRESSURE, MULTIPURPOSE, DRY CHEMICAL, RECHARGEABLE, w/"UL" OR "ULC" AMMONIUM PHOSPHATE, CLASSIFICATION OF 2—A. STORED —PRESSURE, QUANTITY: 3 RECHARGEABLE. QUANTITY: 36 C, c.................. 1 THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING PORTABLE FIRE EXTINGUISHERS WITHIN ' 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 P.O. BOX 1111 N. WILKESBORO, NC 28656• • REVISIONS DAYS PRIOR TO LOWE'S KEY TURNOVER DATE (DATE ESTABLISHED BY LOWE'S CONSTRUCTION MANAGER). PRIOR TO INSTALLING ANY FIRE EXTINGUISHERS, THE SPRINKLER CONTRACTOR SHALL VERIFY WITH LOWE'S STORE PROJECT SETUP MANAGER THAT THE RACK LAYOUT IS CURRENT. HE SHALL MAKE CHANGES AS REQUIRED TO ACCOMODATE THE CHANGES TO THE NEW RACK O ISSUE DATE PRE -BID SET Q POST BID SET ISSUE DATE DATE DESCRIPTION LAYOUT, AT NO ADDITIONAL COST TO LOWE'S. CONTACT LOWE'S CONSTRUCTION MANAGER, IF QUESTIONS ARISE. 2. THE DESIGN CRITERIA SHALL BE USED: CLASSIFICATION OF HAZARDS ...................ORDINARY (MODERATE) HAZARD MAXIMUM AREA TO BE PROTECTED PER EXTINGUISHER ...............6,000 SQ. FT. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER .....................50 FT. IN FLAMMABLE & COMBUSTIBLE AREA AND 75 FT. 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 AT 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, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART CONSENT OF LOWE'S HOMEUT EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED 5. SPRINKLER CONTRACTOR SHALL FURNISH A MANUAL GIVING INSTRUCTIONS AND CAUTIONS NECESSARY FOR THE INSTALLATION r OPERATION, INSPECTION, AND MAINTENANCE OF PORTABLE FIRE EXTINGUISHERS. 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 1S 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. • • i E �t•E t i t E I _ F , f I I t t ; t • I y I t i � I 1 t t : t t . t • t • t , 3 i „ I t iEE ;.:. tt I i_ _. 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P.O. BOX 1111 N. WILKESBORO, NC 28656 NONNI! 9 4f CIA A& CCi CCi E-4 c'4 Z (D (D 1-4 C; 0 te) �'2' m ldF-4 V) Lo LL Allu CN F l(o Z; in 21 EY3 (o Z Z f4-) uj M L:j z z 0 DO 0 0 0 z ry < < > 5 LLJ LLJ Ne - En < v) 3: < If U) < z Q C) < > I m &ALES FLOOfR LA*�OUT Lo FAI SCALE fit 201-011 ZO L) 13 53-1 ' C4 cl ry SYMBOL LEGEND Vi 6CD0 Lo m co cn C6 FIRE ALARM CONTROL PANEL AUTOMATIC DETECTION AND SUPERVISORY SIGNALS w 0 __j cf) c1l FIRE ALARM KEYPAD/ANNUNCIATOR SMOKE DETECTOR MANUAL ALARM MANUAL PULL STATION (MOUNT @ 48- AFF) SMOKE DETECTOR IN DUCT. 0 P4 SPEAKER/HORN (85 db ELECTRIC HORN) FLOW DETECTOR/SWITCH Q > Z Lu 0 HORN WITH STROBE (85 db HORN WITH 75 cd STROBE @ 80" AFF) PRESSURE DETECTOR/SWITCH F- 0 LU co co co 0 STROBE ONLY (75 cd STROBE @ 80" AFF) T 0 co TAMPER DETECTOR/SWITCH Z tsj EXTERIOR FIRE BELL (GONG) U co c) FIRE ALARM ANNUNCIATOR PANEL 0 ANN CONNECT THE FOLLOWING DEVICES IN RISER ROOM: CART RETURNS SYSTEM W 1 - SALES AREA I — SALES & STAGING AREAS 1 FLOW, FLOW, I TAMPER STORAGE L 11101 SYSTEM #2 , 1 TAMPER = FOYER 1 w SYSTEM W3 - SALES AREA 1 FLOW, 1 TAMPER 7: SYSTEM W4 - SALES, RECEIVING & OFFICE AREAS 1 FLOW, 1 TAMPER 0 SYSTEM -#5 - GARDEN CENTER 1 PRESSURE FLOW, (1) TAMPER (1) HI -LOW Alf�/ ui (9 SYSTEM #6 - GARDEN CENTER & FRONT CANOPIES 1 PRESSURE FLOW, 1 TAMPER: 1 HI -LOW SYSTEM 7 - IN -RACK SYSTEM 1 FLOW, (1 ) TAMPER Q FIRE ALARM CONTROL PANEL z m SPRY -fps 0 z BIN a UMP 2 #1 TELEPHONE PROCESSING MONEY — 0 11151 p CONTROLLER VESTIBULE 7109 FIRE PUMP 4 ELECTROOMRICAF— L <-0 cr) 0LL UL J2 1 112 1 PICKUP Ln 0 c: O 108 r- c� > U) u. 5 m CL 6 w z LL Z III]. d L d I LLJ UCONNECT TAMPER SWITCHES TO ALL VALVES 3: Q z ON, INCOMING MAIN LINE AS APPLICABLE 0 0 U) FIRE ALARM ANNUNCIATOR PANEL CONNECT FIRE PUMP MONITORING SENSORS ORIGINAL (1) PUMP RUN, (1) PUMP FAIL AND (1) PUMP ISSUE DATE: 04.15.02 REVERSAL SENSORS. COORDINATE WITH SPRINKLER PERMIT SET CONTRACTOR. 2 FfRONT OFF ICE I.- A"'�OUT ISSUE DATE: CONSTRUCTION SET FAI SCALE 1/45 11 =1 I -oil ISSUE DATE: DRAWING NUMBER: FAl SNFL FA01 02.22.02 ♦MINN• rl PIPE PENETRATION NOTES 4 1—ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES 2—PROVIDE UL APPROVED FIRE STOPS FOR ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. ALL PIPE PENETRATIONS SHALL BE SEALED TO PREVENT SMOKE PASSAGE. 3—THIS DETAIL SHOWS PROSET FIRESTOP PENETRATORS, INSTALL OTHER BRANDS PER THEIR LISTED INSTALLATION INSTRUCTIONS. UL CLASSIFIED SYSTEM 2 HOUR FIRE RATED THROUGH # CAJ 1205 TREMOD PENETRATION FIRESTOP FOR 3735 GREEN ROAD SINGLE METAL PIPE THROUGH BEACHWOOD. OHIO 44122 CONCRETE FLOORS OR BLOCK PRODUCTS SHOWN ARE BY TREMCO. 3M, Him AND F—RATING - 2 hours WALLS USING TRDMstop ACRYLIC. T—RATING - 0 hours IPC MAY BE USED UPON APPROVED SUBMITTALS. L—RATING AT AMBIENT — LESS THAN 1 CFM/eq.tt. L—RATING AT 400 F — LESS THAN 1 CFM/sq ft. —Q 4 tZA4 3 © 4 O1 PRE —RATED CONCRETE FLOOR OR BLACK WALLS - MIN. 4-1/2- THMESS. THE ANNULAR SPACE RANGE SHALL BE MIN. 0- to MAX. 7/8• FOR THIS FIRESTOP SYSTEM. METALLIC PIPE > STEEL PIPE — 12' DAM. (or smaller) SCH. 40 (or heavier) STEEL > CONDUIT — NOM. 4' DIAM. (or amdler) STEEL CONDUIT, OR EMT. > COPPER PIPE — 3' DWI. (or smaller) REGULAR (or heavier) COPPER. > CAST IRON PIPE — 12" DIAM. (or smaller) CAST OR DUCTILE IRON. > COPPER TUBING — 3- DWI. (or smaller) TYPE L (or heavier) COPPER. O3 PACKING MATERIAL — MIN. 4' THICKNESS OF MINERAL WOOL MIN. 4.0 pef.) 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 TRE)" 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 • ASTM E814 (UL1479) STANDARD TEST METHOD CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH PENETRATION FlRESTOPPING DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DOM. TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE UL CLASSIFIED SYSTEM # CAJ 1187 2 HOUR FIRE RATED THROUGH TROACO 3735 PENETRATION FIRESTOP FOR GREEN ROAD SINGLE METAL PIPE THROUGH CONCRETE FLOORS OR BLOCK BEACHWOOD. OHIO 44122 F—RATING - 2 hours PRODUCTS SHOWN ARE BY TR13M. 3M. HILn, AND T—RATING - 0 hours WALLS USING FYRE—SHIELD. [PC MAY BE USED UPON APPROVED SUBMITTALS. 1 5 5 0 PRE —RATED CONCRETE FLOOR OR BLOCK WALLS = MIN. 4-1/Y THICKNESS. O METALM SLEEVE — (OPTIONAL_) — NOM. 13' or smaller) SCH. 30 (or heavier) STEEL PIPE CAST OR GROUTED INTO OR WALL ASSEMBLY. O3 STEEL PIPE — NOM. 8' DIAM. (or smaller) SCH. 40 (or heavier) STEEL PIPE. THE ANNULAR SPACE WALL BE MIN. 1/2- to MAX. 3-1/2'. FORMING MATERIAL — (NOT SHOWN, OPTIONAL) — NOM. 1- THICK POLYURETHANE BACKER ROD FIRMLY PACKED INTO THE OPENING AS A PERMANERr FORM. O5 FYRE—SHIELD — MIN. 1/2- THICKNESS OF SEALANT APPLIED WITHIN ANNULUS, FLUSH WITH EITHER SURFACES OF THE FLOOR OR WALL ASSEMBLY. THE TREMCO PRODUCTS USED ABOVE HAVE BEEN THE ABOVE DESCRIBED ASSEMBLY HAS BEAN TESTED AND S TESTED IN ACCORDANCE WITH THE FOLLOWING: BASE) ON BOTH PAST AND ANTICIPATED PERFORMANCE • ASTM E814 (UL1479) STANDARD TEST METHOD CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH PENETRATION FIRESTDPPING DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMOO SWILL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. UL CLASSIFIED SYSTEM CAJ 21371 2 Mk 1-1/2 HOUR FIRE RATED THROUGH EMOO 3735 ROA 3735 GREEN ROAD PENETRATION FIRESTOP FOR PLASTIC PIPE (PVC) THROUGH CONCRETE FLOORSOHIO GRID, 44122 F—RATING - 1-1/2 THRU 2 hours OR WALLS USING TRETAstop WBM OR T—RATING - 0.1.1-1/2, & 2 boon —SHELD. PRODUCTS SHOWN ARE BY TREMCO. 3M, HLn, AND IPC MAY BE USED UPON APPROVED SUBMITTALS. 1 O1 PRE —RATED FLOOR OR WALL ASSEMBLY - MIN. 4-1/2' THICK CONCRETE © PLASM PIPE — 1-1/2' DIAM. or smaller SCH. 40 PVC PIPE 1-1/2' DAM. �or smaller3 SDR11 or SDR13.5 CPVC PIPE 0 FIRESTOP SYSTEMS — THE 'r AND "T' RATINGS WALL VARY. SEE TABLE BELOW. TYPE OF MAX. PIPE ANNULAR PACKING TREKA FILL MIN. FILL MATERIAL F—RATING T—RATING PIPE DWI., IN. SPACE IN MATERIAL MATERIAL TYPE THICCNESS, IN.H H PVC 1- 13/16- BACKER ROD WBM 1' 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 3® PACKING MATERIAL — (NOT SHOWN) — FOAM BACKER ROD OR MIN. 3-1/2- MINERAL WOOL INSULATION. (INN. 4.0 pat.) FIRMLY PACKED INTO OPENING (SEE TABLE ABOVEJ. FILL MATERIAL — APPLY WITHIN ANNULUS TO REQUIRED DEPTH. AND IF THERE IS POINT CONTACT, A MIN. 1/4- THICKNESS BFAD SHALL BE APPLIED AROUND PPE • NOTE IN WALLS, APPLY TRElstop WBM or FYRE—SHIELD TO BOTH SIDES OF WALL THE TREMCO PRODUCTS USED ABOVE HAVE BEEN THE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AHD IS TESTED IN ACCORDANCE WITH THE FOLLOWING: BASED ON BOTH PAST AHD ANTICIPATED PERFORMANCE 814 (H 1479)PENETSTANDARD • ASTM E814 (UL1479) STANDARD TEST METHOD D TEST METING CRITERIA TREMMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS FORT F MATERIAL OR DES". TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. U- CLASSFU SYSTED 2 HOUR FIRE RATED THROUGH TREMCO 3537 OREEN ROAD 3735 E]EN PENETRATION FIRESTOP FOR PLASTIC PIPE (PVC) THROUGH CONCRETE FLOORS OR WALLS USING INTUMESCENT DEVICES. G OHIO 44122 F—RATING - 2 hours T—RATING - 1-1/2 hours PRODUCTS SHOWN ARE BY TREMCO. 3M. HILTI, AND IPC MAY BE USED UPON APPROVED SUBMITTALS. 1 3 3 PRE —RATED CONCRETE FLOOR OR WALL ASSEMBLY - MIN. 4-1/2' THICKNESS O1 © PLASTIC PIPE — 2' DAM. (or whaler) SCH. 40 PVC PIPE FOR USE IN CLOSED OR VENTED PIPING SYSTEMS, WITH MAX. ANNULUS OF 1/8- O3 TREMstop WS — WRAP STRIPS, TK;FMTLY WRAPPED 4 TAMES AROUND PIPE. O4 TREMstop MCR — STEEL RESTRICTING COLLAR AECIVXICALLY FASTENED TO CONCRETE I� FYRE—SIL or 7=/ M�D1/ THICKAT COLLAR/PIPE, PIP/ • NOTE: IN WALLS, APPLY TREMstop WSME/DEVICE 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: BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE • ASTM E514 (UL1479) STANDARD TEST METHOD CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, DIRECT OR CONSEQUENTIAL. RESULTING FROM USE OF THIS MATERIAL OR DESKK TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. TRUCK WELL TRENCH DRAIN NOTES 1. PLUMBING CONTRACTOR SHALL FURNISH AND COORDINATE INSTALLATION OF TRENCH DRAIN AT TRUCK WELL. 2. TRENCH DRAIN SHALL BE FROM ONE OF THE FOLLOWING APPROVED MANUFACTURERS: - 6" TRENCH DRAIN AT TRUCK WELL "POLYDRAIN SYSTEM" WITH #502 DUCTILE IRON GRATE AS MANUFACTURED BY ABT. INC. K100S DRAIN WITH #461 DUCTILE IRON GRATE AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. 600 SERIES (PRE -SLOPED) DRAIN #641 D DUCTILE IRON GRATE AS MANUFACTURED BY STRONGWELL 3. PROVIDE ALL REQUIRED OUTLETS, END PLATES, CONNECTORS, INSTALLATION BRACKETS, SIDEWALL EXTENSIONS, LOCKING DEVICES, ETC. FOR A COMPLETE OPERABLE SYSTEM OF THE LENGTH OF TRENCH DRAIN AS SPECIFIED ON THE DRAWINGS. 4. PLUMBER SHALL INSTALL THE DRAIN SO THAT THE INVERT OUT COORDINATES WITH THE REQUIREMENTS OF THE STORM DRAIN CONNECTION AS INDICATED ON THE CIVIL AND SITE DRAWINGS. 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 TRENCH DRAIN DOES NOT REQUIRE A VENT. NOTE INDIC PLAN 6" CONTINUES TO STORM SEWER COORDINATE LOCATION WITH CIVIL PLANS TENCH DI;�,IAIN 5CHEE IATIC DETAIL& SCALE NOT TO SC,4LE ..J:N'.'i.'"w"k�a:�443'�L..'".uu€C-1�x�•i°sae%FG+u',:k?r�t`i�'!Yt'"3�°r.,ra'tuu:2"a>"..��Fsta""S..nsud'v�S`icc:._n€.t�"�.awLx"33k5.e_5}+%xW7.��v'a.:Sc'"s1w�a. .�. _�:` 1/2" NOTE: TAKE -OFF AS SHOWN CW MAIN F OR PER MFG'S INSTRUCTIONS PROVIDE STEEL WALL BOX ' 7 TRAP PRIMER W/ LOCKABLE COVER ( I CONTROL VALVE FOR INSTALLATION BY GEN CONTRACTOR I FLOOR FLOOR DRAIN NOTE: TRAP PRIMER MUST BE MOUNTED MIN OF 1' AFF FOR EVERY 20" OF PRIMER LINE, OR ACCORDING TO MFG'S INSTRUCTIONS SC,4LE NOT TO SC,4LE SHUTOFF VALVE (TYP) CHECK VALVE Ir-j HW RECIRCULATING PUMP PUMP/ WITH POWER CIRCUIT 'ti''I THAT IS CONNECTED TO ENERGY MANAGEMENT SYSTEM AND TURNED OFF WHEN THE BUILDING IS UNOCCUPIED SIZE CIRCULATING PUMP FOR 2 GPM AT 25 FT HEAD. VACUUM RELIEF 140° VALVE CHECK VALVE THERMOMETER W/ I PETCOCK (TYP) nl EXPANSION TANK - INSTALL & SUPPORT PER MFG'S WRITTEN INSTRUCTIONS 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 EXCEEDS 210'17. THIS CUTOFF DEVICE �O IS IN ADDITION TO THE T&P RELIEF VALVE. I .. FAUCET SENSOR LOW -VOLTAGE E WIRING SINGLE TAIL PIECE Q2 LAVATO RY 1 HOT WATER SUPPLY POWER OUTLET (POWER SUPPLIES ® DIFFER BY BRAND) COORDINATE ALL POWER REQ'TS WITH MIXING VALVE THE ELECTRICAL CONTRACTOR. COLD WATER SUPPLY a- RAIN OUTLET (SEE DETAIL 7' 3-P2 FOR MORE DIMENSIONS) 2'-1' 1'-10' r. f ELECTRONIC INSTALLATION IDETAIL FAUCET F1 6C,4LE NOT TO SC,4LE 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 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. 1 " - 4" 2" CRANE #3H-701E 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 6541.132 KOHLER K-5016-ET 1.0 GEE 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" 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"x24"x12" 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: ASHEVILLE HOSE EQUIPMENT, INC. P.O. 124 SWANNANOA RIVER ROAD, P.O. BOX 15366, ASHEVILLE, N.C., (TELE.) (828)-254-8302 - CONTACT IS MARY MELTON FD FLOOR DRAIN - (ED) ' 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 - - 3" - 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 EWH ELECTRIC WATER HEATER 40 GALLON, 20 GPH RECOVERY @90' RISE, DUAL NON -SIMULTANEOUS ELEMENTS (4500/4500 WATTS), 208 VOLT, 10, 21.6 FLA Q208V. 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) 2-1/2" TO OFFICE AREA PLUMBING FIXTURES WATER SUPPLY FIXTURE UNITS OF 180 ESTIMATED MAX FLOW FOR 180 FU'S IS 87 GPM 4'->AFF 3" DOMESTIC WATER RISER PRESSURE GAUGE FPSI 0-100 Q (TYP.) SHUT-OFF VALVE (TYP.) �J DETAIL NOTES \ 1-SEE FIRE PROTECTION DRAWINGS FOR LOCATION & COORDINATION OF SPRINKLER PIPING IN THIS AREA 2-SEE CIVIL/SITE DRAWINGS FOR INCOMING WATER LINES, BACKFLOW PREVENTERS AND METERS. 3-PROVIDE & INSTALL UNIONS AT ALL POINTS TO ALLOW SERVICING AND REMOVAL. 2" TO GARDEN CENTER IRRIGATION SYSTEM WATER SUPPLY FIXTURE UNITS OF 28 ESTIMATED MAX FLOW FOR 28 FU'S IS 23 GPM 2" IRRIGATION WATER RISER SHUT-OFF VALVE (TYP.) 3'-0" AFF E)O�'IESTIC AND L IGATION WAT IR fR15EfP, ELEVATION SCALE NOT TO SCALE a'i'; -.y.. -r "tt.y. P^':[. ...: '.4J. -.,:v ,.. .o- v•: ,...'X :_ ..as ...�+?'amm'i2tleY",_..:..�1'a±.a PLUMBING GENERAL NOTES Q2 \ 1. ALL PLUMBING WORK SHALL AT A MINIMUM COMPLY WITH THE LOCALLY wADOPTED _PLUMBING CODES INCLUDING ALL AMENDMENTS, LOCAL ll 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 SYSTEMS BE FURNISHED, INSTALLED, TESTED AND READY FOR OPERATION, WHETHER I OR NOT EVERY ITEM FOR THE REQUIRED EQUIPMENT, ACCESSORIES, AND PLUMBING DEVICES ARE SHOWN. REFERENCE SHALL BE MADE TO 01 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. 14 5. PROVIDE DEEP SEAL TRAPS WITH TRAP PRIMERS AT ALL FLOOR DRAINS. 9 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. 10. ALL FLUSH VALVES FOR WATER CLOSETS AND URINALS SHALL BE MOUNTED AT 44" AFF. 91. 11. REFER TO PIPE PENETRATION DETAILS AND NOTES ON SHEET P-1 FOR ALL PENETRATIONS THROUGH FIRE RATED WALLS. COORDINATE FIRE RATED WALLS WITH THE ARCHITECTURAL SHEETS. 12. PLUMBING CONTRACTOR SHALL SEAL AROUND ALL FIXTURES WHERE THE FIXTURE MEETS THE WALL OR MOUNTING SURFACE WITH A WHITE SEALANT. rJ� HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ®ISSUE DATE DATE DESCRIPTION 5/24/02 2 RACKING PLAN 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 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. e • Z(j)A Op�w �r Ao N w Q �a6U o 0 W w 0 �mq ! o 12 z�� m wwz2 • e n Lb ILL CINI 4 p 0 I� LO zN � 00 mLO L�W Y c� U J_ W � � S44 Fil U ITEM DESCRIPTION COLD WATER HOT WATER WASTE VENT PIPE SIZE: PIPE SIZE: PIPE SIZE: PIPE SIZE: ; YH YARD HYDRANT w O YARD HYDRANT SHALL BE FREEZELESS TYPE O AND SHALL BE PROTECTED BY AN O APPROVED DOUBLE CHECK OR GREATER w c6 _ _ _ ao WITH VACUUM BREAKER MEETING ASSE 1011, Ln AND LABELED AS NON -POTABLE WATER. 3/4 N c0 WOODFORD MODEL #Y34 ►�� U = m JOSAM #71400 ZURN Z-1395 • • JAY R. SMITH #5909 m Y m TM THERMOSTATIC MIXING VALVE o 3/4" INLETS, 3/4" OUTLET, MINIMUM 1.0 GPM. SHALL v CONFORM TO ASSE STANDARD 1017. LU 3/4" 3/4" - - in 0 LEONARD #TM-20-E W Cn g OR OWNER APPROVED EQUIVALENT. J W a. D O p _ m W Z 0' O U � � z 0- V / V (D U) Z J cm m G .__I VJ LL ® Q � �� w % ` L7 Orn I V) vJ N o o 0 o 6 W o a ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: p 1 VII PLO1 02 18 02 rj-'� f L Ij 151NG; FL0 05'� iL N VI II IIJ f11\L �2 S`iti�E 111 a 1/111_/1111 P2 P2 • L a W ErmV HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 5/24/02 2 RACKING PLAN REVISION 6/20/02 3 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 ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15/02 AND IT IS NO f 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. e • • 11 ZV)A to W a W � ® �1m� M ZOO d zwl wiz n " N,. , L 3 " CO 11 1 e ^e Lo LL FD 3„ 4„ Lo i N O zN 3 I » ® -� 'I O 2 TYP. � o� f' i2 1 /2'V m Lo FD 4» ® Lu O F-I WC-H 510RINKLER ROOM 77 DFU'S i i i I I 3 V ~� z U „ r U ��P I 2 V C-H LAV I i I 1 �'��:.�\ 4"VTR O W ` �^ WC-H 92 1 TO H Q I i i i r( .�\ C • I I I I I rA Q �'�S 1 1 /4" V i �`<1` 1 1 /2" FD 1 i 4" C.O. i? �.V 1 w p I ` ` 3L O WC s (TYP) r. 2» WC—H 1 i 1 i 1 ¢ d y� 3/4„HW EWC Q 2 4 DFU'S WC i i EWC i �`.` i w = Oly 720• 6 WSFU'S G� WC WF G� i LAV i ����\ WC i I� i 1 $$ co C00 �0 240 1 r 1 1 r �j,/ LAV = TM 3/4 CW ti� )�/Q ITV i WC i\i. WF i i h� v = eery) I� I� N WC I� �j,S 0/y �� i I N !y U 1 4, i 1 EWO 1 2 LAV = WC ? h, CO 1ULAV' LAV 4» TYP. W WC 47 DFU S i ?` m \ N VEW✓, J I �1j `.` Y LAV y� WC WF �8 2 3 URN i\ WF i i 2„ G 4»V I� I LAV .2" TYP. 2 v URN 1� LAV U � ��� 2' , I 1 r HB URN i 32 2 URN i ,> 1 1 .''4" 2 URN U �`SF t\ 2' ' / LAV n' » ��. I i WC —Hi �� 2"(TYP.) 3 4"CWWSFU S G� �1�GF1UR I 1 1 /4 V i 1 1 /2 WC 1 1 T i 1 (�> ( ) 3 / 2 � , 2 y MOP 2 3 TYP 1 .\ 4 DFU'S I i i i' 4„ FD wC I� 3/4" HW U 0of 3 LAV 1 i.�\ WC H 3» 1 1 3 >>, WC WC—H 0 1 `1� ��� 76 4 (TYP. FD 1 ` li HB 4 (� MOP HB—C '� WC � EWH � 1 " TO HB C1 LAV1 I LAV 4" C.O. WC TP 20• �� � O I\ r7 c1 J ( 7/� U i LAV WC-H U = 3/�,, FD FD y`L 4 TYP. WC WC-H v v p LAV I I N = SEE P, LAV �P�J� CyFC �Mp rye 2„ TYP. SEE P2 S !f' 4DOME&TIC UJAT fR 1501 I TRIC D IAG;FRAM LAV INN SEE rrq F2 SCALE NOT TO SC�4LE LAV N, P1 <�F UjA5TF ANC VENT IeEFP,I 1�1 SCHEMATIC ONLY FD2 SCALE NOT TO 5C4LE LAV SCHEMATIC ONLY NOTE: ALL HORIZONTAL DRAINAGE PIPING SHALL (HAVE A MIN. 1/8"/ FOOT SLOPE AS APPROVED BY LOCAL CODE. 0 Lu Y U z W U CL J CL U) ® m Z Q z Cp O !0n' ® LL u- A/ rn N _ J ® ® ® o o o ® �y LL o � V Z LL z IL 3 z ui LL O Q o O 06 � C� (1) a • e ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: VII PL02 03.15.02 e e (K) nH (G) CF) nE (D) C13) nR (Q) (N. 0 3) nN (j) nc n L a W EMT (P) (m - 0), ( M) (L) A 1/2" EMT, JUNCTION BOX & WIRING BY ELECTRICAL CONTRACTOR (E.C.) MECHANICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF SENSORS WITH E.C. COLUMN RTU SENSOR SEE PLAN VIEW FOR SENSOR LOCATION AND THE DIRECTION SENSOR SHALL BE FACING. THE MECHANICAL CONTRACTOR SHALL MOUNT THE INDOOR AIR (ZONE) SENSORS PROVIDED WITH THE H.V.A.C. UNITS ON THE BUILDING COLUMNS @ 8'-0" A.F.F. WHERE INDICATED ON THE DRAWINGS. THE MECHANICAL CONTRACTOR SHALL CONNECT THESE SENSORS USING THE CONTROL WIRING TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL MAKE FINAL THE SENSOR CONNECTIONS AT THE ROOFTOP UNIT. ONCE THE SENSORS ARE INSTALLED AND WIRED, THE POWER SHALL BE TURNED ON AND THE UNITS COMPLETELY CHECKED OUT. UNITS WILL OPERATE AT DEFAULT TEMPERATURES OF 71'17 HEAT AND 74'17 COOL. THE SENSOR WIRING SHALL BE RUN DOWN COLUMN FROM EACH RTU TO THE CORRESPONDING SENSOR IN 1/2" EMT BY THE ELECTRICAL CONTRACTOR. THE CONDUIT SHALL BE TERMINATED IN A SHALLOW UTILITY BOX USING A COMPRESSION CONNECTOR. COORDINATE THE LOCATION OF THE SENSORS WITH THE ELECTRICAL CONTRACTOR. MOUNT THE SENSOR ON THE BOX @ 8'-0" A.F.F. ORIENT THE SENSORS IN THE DIRECTION SHOWN ON THIS SHEET. (SEE DETAILS OF SENSOR INSTALLATION ON THIS SHEET.) NO SPLICES ALLOWED IN THE SENSOR WIRING ALL TERMINATIONS WILL OCCUR AT THE UNIT TERMINAL STRIPS. ALL INDOOR SENSOR WIRING FOR THE BUILDING MANAGEMENT SYSTEM SHALL BE 18 GA., SHIELDED, TWISTED PAIR WIRE WITH TINNED COPPER CONDUCTORS. WIRE SHALL BE STYLE NO. 8760 AS MANUFACTURED BY BELDEN CORPORATION, RICHMOND, IN. ALL INDOOR SENSOR WIRING SHALL BE INSTALLED IN 1/2" EMT EXCEPT AS NOTED OTHERWISE. ON THE DATE THAT THE CONTROL CONTRACTOR, SQUARE-D/POWERBOX SOLUTIONS IS ON SITE TO CONNECT THE COMMUNICATIONS LINK WIRING, THE MECHANICAL CONTRACTOR SHALL HAVE A TECHNICIAN ON SITE TO MAKE ALL COMMUNICATIONS LINK WIRING CONNECTIONS TO THE ROOFTOP HVAC UNITS. COL Ut. -IN SFNSOR 1�OU vvr—r�� CURB NOTES: 1. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL HVAC RELATED ROOF CURBS AND SHALL VERIFY THE EXACT LOCATIONS BASED ON BRAND PRIOR TO INSTALLATION. PRECISE LOCATION IS REQUIRED TO MAINTAIN COORDINATION WITH OTHER TRADES AS IS REQUIRED BY THESE DRAWINGS. 2. THE DIMENSIONS SHOWN ON THESE PLANS HAVE LOCATED THE DUCT DROPS. IT IS THE LOCATION OF THE DROPS THAT ARE CRITICAL TO OVERALL PROJECT COORDINATION. OUTSIDE EDGES OF CURB LOCATIONS WILL VARY DEPENDING ON THE RTU MANUFACTURER SELECTED. 3. CONTACT CUSTOM CURB USING INFORMATION PROVIDED ON SHEET M-3 FOR DELIVERY AND SIZING INFORMATION REQUIRED TO COORDINATE THIS PROJECT. 4. MECHANICAL CONTRACTOR SHALL MOVE AND REPLACE ALL CURBS, DECKING, AND EQUIPMENT OF OTHER TRADES THAT RESULT FROM ANY MISSED LOCATIONS AS REQUIRED BY THESE DRAWINGS. I DISTANGE 15 FROM GOLUMN TO "X" DISTANGE IS FROM GOLUMN TO "X" //A 62�" 8 XS/A � 00 0 1 = 00 100 - �I I� �I DID S/A rh R/A 1616,E 2116„ 3511 F 0 iNampAppp"If ie 0 0 0 am SHEET NOTES 1. SEE GENERAL NOTES ON M-3. 2. COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR (SEE CONTROL WIRING NOTES ON SHEET E-11. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE COMMUNICATIONS LOOP.) 3. COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR (SEE "CURB NOTES" ON THIS SHEET.) HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ® ISSUE DATE IDATE DESCRIPTION 5/24/02 A RACKING PLAN 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 CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04f15102 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. • 11 • 0 0 0�0 0 4 � � o o @� cdo� I o Pap0 r o °O a, c`no U N � O ZN 00 ® Lo O CD U J C7 Z V C) > C3�u O o wc6 ® Lo Lo 4Co N (D W _ s Z m Q � Y a. o w Z U W Lu U o_ Q } D m z Lu ® 9 J ®'J 0 N Q L q® ® ® O NO ® ® o = lu ZLL z U Z w W 0 o J C/) U) a s • ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: 3 15 - 2 O TON CU 5 FDf 1IEN,5f 0 & 4 10 TON CU 5 �l„f N� ONE , �3T�O N CU�5 �Dl „(F_N5 �ON�5 DRAWING NUMBER: ,�, SCALE 1/QII�,�_/71�1 MD scAL „SII_,,_�II ,�, Sc��E ,�S„_,,_��, M-1 VII ME01 03.15.02 u U 1 • DIFFUSERS AND GRILLES MARK SERVES TYPE FINISH G "OPEN" AREA SLANT FACE DROP ALUMINUM WITH DIFFUSER (20 OR 17.5 TON) BAKED WHITE FINISH B "OPEN" AREA SLANT FACE DROP ALUMINUM WITH DIFFUSER (15 TON) BAKED WHITE FINISH l0 "OFFICE" AREA 4-WAY SUPPLY AIR ALUMINUM WITH 24"x24" CEILING LAY -IN BAKED WHITE FINISH 'OFFICE" AREA RETURN OR TRANSFER ALUMINUM WITH 1 /2"x1 /2" 24"x24" CEILING LAY -IN EGGCRATE GRID Q 'OFFICE" AREA 4-WAY EXHAUST ALUMINUM WITH 1/2"x1/2" 24"x24" CEILING LAY -IN EGGCRATE GRID ® MONEY ROOM 4-WAY SUPPLY AIR ALUMINUM WITH SHEETROCK CEILING BAKED WHITE FINISH 0 VE5TIBULE LINEAR GRILLE 12' TOTAL LENGTH ALUMINUM WITH BAKED WHITE FINISH (3 UNITS EACH 48" LONG) NOTES ® I -APPROVED MAKE5/MODEL 15 CUSTOM CURB GNAD 5016-20 2-SEE DETAIL 5-M2. © I -APPROVED MAKE5/MODEL 15 CUSTOM GURB GNAD 2810-15 2-SEE DETAIL 5-M2. O I -APPROVED MAKE5/MODEL5 ARE - TITUS MODEL TDC-3 WITH ROUND COLLAR KRUEGER MODEL SHR4-F23 WITH ROUND COLLAR TUTTLE & BAILEY DFL4 WITH ROUND COLLAR METAL*AIRE MODEL 5500S WITH ROUND COLLAR PRICE MODEL SMD WITH ROUND COLLAR 2-EACH DIFFUSER SHALL HAVE AN OPPOSED BLADE DAMPER WITH SCREWDRIVER ADJUSTMENT ACCESSIBLE THROUGH FACE OF DIFFUSER. 3-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 4-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 5-SUPPORT DIFFUSERS FROM ROOF STRUCTURE. O I -APPROVED MAKE5/MODEL5 ARE - TITUS MODEL 50 - F KRUEGER MODEL EGC - 5. TUTTLE & BAILEY CRE5001_4 MEI-AL*AIRE MODEL CC-5 PRICE MODEL 80 2-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 3-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 4-SUPPORT DIFFUSERS FROM ROOF STRUCTURE OR AS INDICATED ON DRAWINGS. O I -APPROVED MAKE5/MODEL5 ARE - TITUS MODEL 50 - F KRUEGER MODEL EGC - 5 TUTTLE & BAILEY CRE5001_4 METAL*AIRE MODEL CC-5 PRICE MODEL 80 2-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 3-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 4-SUPPORT DIFFUSERS FROM ROOF STRUCTURE OR AS INDICATED ON DRAWINGS. ® I -APPROVED MAKE5/MODEL5 ARE - TITUS MODEL TMR TUTTLE & BAILEY P3 METAL*AIRE 3000-A1 PRICE MODEL RCDE 2-NECK SIZE OF DIFFUSER SHALL BE SAME SIZE AS DUCT SERVING DIFFUSER. 3-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT. 4-SUPPORT DIFFUSERS FROM ROOF STRUCTURE OR AS INDICATED ON DRAWINGS. O I -APPROVED, FACTORY -ASSEMBLED MAKE5/MODEL5 ARE - TITUS MODEL# ML-39 W/MDI-39 TUTTLE & BAILEY MODEL# 7106-TO-ECP-48-W METAL*AIRE MODEL# 6100-30TB W/BPI PRICE MODEL# 48"/SDS100/6/14/ZZ/B12 2-DESIGN SHALL HAVE FOUR (6) 1" SLOTS. ASSEMBLY SHALL FIT 48" LAY -IN. 3-PROVIDE THREE INSULATED PLENUMS TO FIT LAY -IN CEILING. 4-FURNISH COLLARS AS REQUIRED TO TIE-IN TO TAP DUCT SIZE INDICATED. 5-SUPPORT PLENUMS FROM ROOF STRUCTURE OR AS INDICATED ON DRAWINGS. ASHRAE 62-1999 VENTILATION REQUIREMENTS THE HVAC SYSTEM IN THIS BUILDING IS DESIGNED TO COMPLY WITH THE VENTILATION STANDARDS FOUND IN ASHRAE MANUAL 62-1999 ACCORDING TO THE FOLLOWING: OFFICE UNIT (RTU-3) "OCCUPIABLE SPACE" (AS DEFINED BY ASHRAE 62-99) AREA SQ. FT. PERSONS/ 1000 sq.ft. CFM/ PERSON CFM/ SQ. FT. CFM O.A. OFFICE SPACES 633 7 20 0.14 89 STORAGE SPACE 171 NA NA 0.05 9 CORRIDOR SPACE 587 NA NA 0.05 30 LOCKER SPACE 702 NA NA 0.50 351 UTILITY SPACE 340 NA NA 0.05 17 CONFERENCE SPACE 549 50 20 1.00 549 TOTAL REQUIRED O.A. 1045 THIS ZONE HAS 1,430 CFM EXHAUST WHICH REQUIRES 1,430 CFM OF 0/A. SET O/A TO EQUAL E/A ON ENERGY RECOVERY UNIT ERV-3 FOR THIS ZONE. SALES FLOOR (RTU-5.8.9,11,13.14.16.18) OCCUPIABLE SPACE (sq ft) PERSONS/ 1000 sq ft NUMBER PERSONS CFM/ PERSON CFM REQUIRED 125,500 8 1004 15 15,060 OCCUPIABLE SPACE (sq ft) CFM/ PERSON CFM REQUIRED 2,500 0.15 375 SET ALL OF THESE UNITS TO 1,885 CFM MINIMUM O.A. EACH. SET RTU-19 MINIMUM O.A. TO 375 CFM. PACKAGED ROOFTOP UNIT (DX COOLING AND ELECTRIC HEAT NG) MARK SERVES TONS PROVIDE PROVIDE OA CFM DESIGN CONDITIONS AIR FLOW COOLING @95 OAT HEATING ELECTRICAL CARRIER LENNOX X TONS WITH DROP WITH HEAT MINIMUM ECONOMIZER SUMMER SUMMER WINTER WINTER CFM MOTOR O/A ESP SENS. LAT TOTAL MINIMUM FUEL HEAT OUTPUT EAT LAT MINIMUM VOLT/PHASE MODEL # MIN CIR MOCP MODEL # MIN CIR MOCP DIFFUSER SETTING OUTDOOR INDOOR OUTDOOR INDOOR HP CFM IN. 80/67 80/67 80/67 EFFICIENCY KW MBH (F) (F) EFFICIENCY AMP AMP RTU-I TELEPHONE DATA 3 NO NO 0 G3/l6 DB/WB 15/50% 42 DB 68/50% 1,200 35 0 0.5 2-7.5 10.2 373 12.05EER N/A - - 68 65 480/3 501-1J004-6 ci 15 LGAO36H_16 II 15 3 RTU-2 VE5TIBULE 10 NO YES 400 g3/lb DB/HB -15/50% 42 DB 68/50% 4,000 3 400 1.5 aO.a 51.1 128.0 11.0 EER ELEG 30 102.4 68 81 450/3 50HJ012-6 56 60 LGA120H-15 56 60 10 RTU-3 OFFICE AREA 10 NO YES 0 g3/16 DB/HB -75/50% 42 DB 68150% 0 3 1,450 1.5 cIOA 3-7.1 128.0 11.0 EER ELEG 15 52.2 65 11 480/3 50HJO12-6 31 35 LGA120H_16 30 35 10 RTU-4,6,71 SALES AREA 20 YES YES 0 Q3/lb DB/HB 15/50% 42 DB 68/50% 8,000 5 O 0.5 06.5 65.5 252.0 11.0 EER ELEG 30 102.4 68 711 48013 50HG024-6 55 60 LGA240H-I6 51 60 20 RTU-5,8,cH 1,13,14,16,18 SALES AREA 20 YES YES 1885 g3176 DB/1^113 15/50% 42 DB 68150% 8,000 5 1885 0.5 186.5 65.5 252.0 11.0 EER ELEG 30 102.4 58 11 45015 50H6024-6 55 60 LGA240H-16 51 60 20 RTU-10,12,15,11 SALES AREA 20 YES NO 0 g3176 DB/1W13 15/50% 42 DB 68150% b,000 5 O 0.5 186.5 65.5 252.0 11.0 EER N/A - - 68 65 480/3 5OH6024-6 51 60 LGA240H_16 51 60 20 RTU-Ig REGEIVIN6 15 YES YES 5-75 g5n6 DB/HB 15/50% 42 DB 6815O% 6,000 3 315 0.5 155.4 52.1 I&b.1 11.5 EER ELEG 30 102.4 65 81 48013 50HOO16-6 55 60 LGA180H_16 51 60 15 RTU-20 ELECT RM #1 3 NO YES 0 g5nb DB/HB 15/50% 42 DB 68150% 1,200 .15 O 0.5 21.5 10.2 31.1 12.OSEER ELEG 3 10.2 (9 16 480/3 501-1J004-6 11 15 LGA036H_I6 II 15 3 NOTES ?]-MAKE5/MODEL5 GALLED OUT IN TH15 SCHEDULE ARE THE ONLY APPROVED ONES. 2-PROVIDE WITH FACTORY INSTALLED SMOKE DETECTORS, ELECTRICAL DISCONNECTS, NOVAR GOMPATABLE CONTROL/5EN5OR PAGKAGE 3-PROVIDE $ INSTALL STRUCTURAL ROOF CURBS PER DIMENSIONS ON SHEET M-1. 4-SEE DETAILS 3-MI, 4-MI, 5-MI, AND ADDITIONAL NOTES ON TH15 SHEET. Q2 5-OUT5IDE AIR FOR RTU-3 15 INTRODUCED THROUGH ERV-3, SEE SCHEDULE THIS SHEET. 6-PROVID RTU HOLD DOWN BRAGKET5 FROM GUST M GURB WITH ROOFTOP GURB5. INSTALL PER MANUFAGTURER5 IN5TRUGTIONS. MECHANICAL EQUIPMENT NOTES 1. THE MECHANICAL SUB -CONTRACTOR SHALL FURNISH AND INSTALL SINGLE PACKAGE COMBINATION AIR-TO-AIR DX MECHANICAL COOLING AND ELECTRIC HEAT SYSTEMS (SEE SCHEDULE THIS SHEET) COMPLETE WITH SENSORS, SWITCHES, CONTROLS, ACCESSORIES, AND OPTIONS AS SCHEDULED BELOW AND/OR AS INDICATED ELSEWHERE ON THE DRAWINGS OR IN THE SPECIFICATIONS. THE EQUIPMENT SHALL BE SHIPPED COMPLETELY FACTORY ASSEMBLED, PIPED, PRE -CHARGED, AND WIRED INTERNALLY READY FOR FIELD CONNECTIONS. MANUFACTURER SHALL TEST OPERATE EACH UNIT AT THE FACTORY BEFORE SHIPMENT. ALL ELECTRICAL COMPONENTS SHALL BE U.L. LISTED AND APPROVED. ALL WIRING SHALL CONFORM TO THE N.E.C. 2. EACH UNIT SHALL BE FACTORY -EQUIPPED WITH A NOVAR "2051 " FOR LENNOX, A NOVAR "3051 " FOR ALL OTHERS OR CUSTOM CONTROLLER AS SPECIFIED BY THE OWNER. 3. EACH UNIT SHALL BE EQUIPPED WITH A FACTORY DESIGNED, MOUNTED, CALIBRATED, TESTED AND INSTALLED ECONOMIZER ASSEMBLY INCLUDING MECHANICALLY LINKED OUTSIDE/RETURN AIR LOW -LEAKAGE DAMPERS, OUTDOOR AIR HOOD WITH CLEANABLE AIR FILTER AND MOISTURE ELIMINATOR AND FULLY MODULATING DAMPER MOTOR WITH SPRING RETURN. PROVIDE BAROMETRIC RELIEF DAMPER ON EACH UNIT TO RELIEVE POSITIVE BUILDING PRESSURE DURING ECONOMIZER OPERATION. 4. EACH UNIT SHALL HAVE INDOOR AIR FILTER RACKS WITH 2" THICK, HIGH EFFICIENCY MEDIA FILTERS INSTALLED. FILTERS SHALL BE REPLACED EVERY TWO WEEKS DURING BUILDING CONSTRUCTION AND SHALL BE REPLACED ON THE DAY OF FINAL ACCEPTANCE BY THE OWNER. FILTERS SHALL BEAR THE LABEL OF AN APPROVED AGENCY. 5. MECHANICAL CONTRACTOR SHALL FURNISH & INSTALL STRUCTURAL ROOF CURBS. COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR. CONTACT INFORMATION FOR STRUCTURAL CURBS IS SHOWN ON THIS SHEET. FLASHING OF CURBS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. 6. EACH UNIT SHALL HAVE THE FOLLOWING COMPONENTS/ACCESSORIES/OPTIONS FACTORY INSTALLED AND TESTED: - DIFFERENTIAL PRESSURE SWITCH ACROSS FAN (FAN PROVING) - DIFFERENTIAL PRESSURE SWITCH ACROSS FILTERS (CLOGGED FILTER SWITCH) - DISCHARGE AIR TEMPERATURE SENSOR - ALL ACCESS PANELS SHALL BE HINGED SO AS TO REMAIN ATTACHED TO THE UNIT DURING SERVICING OR INSPECTIONS - UNIT DISCONNECT FUSED PER EQUIPMENT NAMEPLATE. WIRING TO DISCONNECT SHALL BE THROUGH CURB. WIRING BY ELECTRICAL CONTRACTOR. - A 11OVAC G.F.I. OUTLET FACTORY MOUNTED ON UNIT. WIRING TO THIS OUTLET SHALL BE THROUGH CURB BY ELECTRICAL CONTRACTOR. - HAIL GUARDS FOR PROTECTION OF OUTDOOR COILS. - LOW AMBIENT CONTROLS TO ALLOW UNIT OPERATION DOWN TO 20' F. 7. EACH SALES AREA UNIT SHALL BE FURNISHED WITH A REMOTE SPACE TEMPERATURE SENSOR FOR REMOTE MOUNTING BY THE MECHANICAL CONTRACTOR. SEE THE SENSOR DETAIL 2-M1. 8. ONE SALES AREA UNIT SHALL BE PROVIDED WITH AN INDOOR AND AN OUTDOOR HUMIDITY SENSOR FOR COMPARATIVE ENTHALPY CONTROL OF ALL ECONOMIZERS. 9. HEAT EXCHANGERS SHALL BE GUARANTEED FOR AT LEAST TEN YEARS. COMPRESSORS SHALL BE GUARANTEED FOR AT LEAST FIVE YEARS. ALL OTHER COMPONENTS SHALL BE GUARANTEED FOR AT LEAST ONE YEAR. 10. UNITS SHALL EQUALIZE COMPRESSOR RUNTIME BY SUCCESSIVELY ALTERNATING WHICH COMPRESSOR IS TO BE THE FIRST TO START EACH TIME A CALL FOR COOLING IS MADE TO AN INDIVIDUAL UNIT. 11. HVAC EQUIPMENT COMMISSIONING ROOFTOP HVAC UNITS SHALL BE COMMISSIONED IN TWO PHASES: A. THE MECHANICAL CONTRACTOR SHALL VERIFY THAT ALL UNITS ARE INSTALLED COMPLETELY INCLUDING POWER WIRING, ZONE SENSORS, FANS ROTATE IN PROPER DIRECTION, ECONOMIZER IS OPERATING, AND THAT THE OVERALL GENERAL OPERATION OF THE UNITS IS SATISFACTORY. EACH UNIT WILL OPERATE IN THE DEFAULT MODE FOR HEATING AND COOLING SETPOINTS ESTABLISHED BY FACTORY SETTINGS. IF UNITS ARE OPERATING PROPERLY THEN THE UNITS MAY BE OPERATED IN THE DEFAULT SETTINGS UNTIL THE BUILDING MANAGEMENT SYSTEM IS COMMISSIONED. B. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE BUILDING MANAGEMENT SYSTEM COMMISSIONING WITH THE ELECTRICAL CONTRACTOR. ON THE DAY THE SYSTEM IS COMMISSIONED A FACTORY AUTHORIZED TECHNICIAN SHALL BE AT THE JOB SITE ALONG WITH REPRESENTATIVES ENERGY RECOVERY VENTILATORS MIN MARK CFM SUPPLY HP EXHAUST HP VOLT/PHASE AMP FUSE AMP ERV-3 1,450 5/4 5/4 460/5 4.4 15 NOTES I. ERV FOR OFFICE, APPROVED MAKE5/MODEL5 ARE - VENMAR ERV2000e, LENNOX ERV-1500-D-6, OR 5EMGO FV2000V. 2. PROVIDE WITH ROTATION DETECTOR SENSOR, STOP/JOG ECONOMIZER CONTROLS, THERMOSTAT FROST PROTECTION, ACCESS PANEL, DOUBLE HALL CABINET, AND FUSED D15GONNEGT5. 3. PROVIDE � INSTALL STRUCTURAL GURB5 AS REQUIRED FOR BRAND PROVIDED. 4. SEE DETAIL ELEVATION DETAIL 3-M2. 5. DEFROST SHALL BE ACCOMPLISHED WITHOUT THE USE OF ELECTRIC, PREHEAT. GENERAL NOTES 1. ALL MECHANICAL WORK SHALL, AT A MINIMUM, COMPLY WITH THE 0 L Y�OPTEDMECHANICAL CODE INCLUDING ALL AMENDMENTS, LOCAL ORDINANCES A D ES AND ORDINANCES. 2. ALL WORK SHALL BE PERFORMED BY QUALIFIED TECHNICIANS EXPERIENCED IN THE TRADE. ALL WORK WILL 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, DUCTS, GRILLES, ETC. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS, THAT COMPLETE MECHANICAL SYSTEMS BE FURNISHED, INSTALLED, TESTED AND READY FOR OPERATION, WHETHER OR NOT EVERY ITEM OF EQUIPMENT, ACCESSORY, DEVICE, ETC. IS SHOWN. REFERENCE SHALL BE MADE TO THE FULL DRAWING PACKAGE INCLUDING ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR COORDINATION AND POTENTIAL CONFLICTS. THE MECHANICAL CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, 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 DUCTWORK. 4. STARTERS, COMBINATION STARTERS, CONTACTORS, ETC. FOR MECHANICAL EQUIPMENT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. ALL POWER WIRING AND CONDUIT TO EQUIPMENT TERMINALS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. POWER SHALL BE TURNED ON ONLY BY THE MECHANICAL CONTRACTOR. 5. ALL SMOKE DETECTORS, SHOWN ON THE PLANS FOR ROOFTOP EQUIPMENT, SHALL BE FACTORY INSTALLED. CONTRACTOR SHALL, AFTER CONFERRING WITH THE LOCAL INSPECTION DEPARTMENT, PROVIDE ADDITIONAL FIRE AND SMOKE PROTECTION FOR THESE SYSTEMS AS REQUIRED TO MEET LOCAL CODES. THIS SHALL INCLUDE ALL NECESSARY FIRESTATS, ADDITIONAL SMOKE DETECTORS, EMERGENCY STOP SWITCHES, ALARMS, AND SMOKE DAMPERS. ANY ADDITIONAL SMOKE DETECTORS SHALL BE MODEL # DH100ACDCP AS MANUFACTURED BY "SYSTEM SENSOR". 6. ALL RECTANGULAR METAL DUCTWORK SHALL HAVE 1" THICK (R-VALUE OF 4.2), U.L. LISTED, COATED DUCT LINER INSTALLED AS PER MANUFACTURER'S DIRECTIONS. DUCT SIZES LISTED ARE SHEET METAL DIMENSIONS, SIZED TO INCLUDE LINER. ALL ROUND DUCTWORK SHALL BE 26 GA. GALVANIZED STEEL WRAPPED WITH 1-1/2" THICK (R-VALUE OF 4.2) FIBERGLASS INSULATION AND FIBERGLASS SCRIM REINFORCED ALUMINUM FOIL. FLEX DUCT WILL BE PERMITTED FOR FINAL TIE-IN TO GRILLES NOT TO EXCEED 5'-0" IN TOTAL FLEX LENGTH PER GRILLE. ALL DUCTS IN UNCONDITIONED SPACES SHALL BE WRAPPED WITH 2" THICK (R-VALUE OF 6.0) FIBERGLASS INSULATION AND FIBERGLASS SCRIM REINFORCED ALUMINUM FOIL. 7. DUCTWORK CONSTRUCTION SHALL BE PER SMACNA STANDARDS. CURVED ELBOWS SHALL HAVE A CENTERLINE NOT LESS THAN 1-1/2 TIMES DUCT DIAMETER, OR SHALL HAVE TURNING VANES INSTALLED. PROVIDE BALANCING DAMPERS, TURNING VANES, AIR SCOOPS, SPIN COLLARS AND ANY OTHER ITEM REQUIRED TO PROPERLY BALANCE AIR FLOW. 8. BALANCE AIR TO ALL DIFFUSERS AS INDICATED ON DRAWINGS. PROVIDE INDEPENDENT CERTIFIED AIR BALANCE REPORT INDICATING ALL MECHANICAL AIR FLOW DEVICES ARE OPERATING AT DESIGN CONDITIONS. (RTU's, GRILLES, FANS, ETC.). 9. EACH UNIT SERVING SALES AREA SHALL BE PROVIDED WITH A DROP DIFFUSER SYSTEM AS MANUFACTURED BY CUSTOM CURB. DIFFUSERS SHALL HAVE SLANT FACE LOUVERS PROVIDING VERTICAL AND HORIZONTAL AIR STREAM CONTROL WITH TURNING VANES IN EACH QUADRANT. DIFFUSERS TO BE CONSTRUCTED OF 22 GA. (MINIMUM) GALVANIZED STEEL WITH STANDARD DUCT CONNECTIONS, AND BRACKETS FOR WIRE MOUNTING. DIFFUSER SHALL BE INSULATED WITH 1", ULTRALITE FIBER DUCT LINER. SEE DIFFUSER SCHEDULE, THIS SHEET, FOR SIZES. ROOFTOP HVAC MANUFACTURERS SHALL PROVIDE SEPARATE PRICING FOR DIFFUSERS AND GRILLES FROM THE ROOFTOP UNIT QUOTES. 10. ALL REQUIRED SUPPORTS, STRAPS, HANGERS, ETC. FOR DUCTWORK AND DROP DIFFUSERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. 11. ALL UNIT CABINETS SHALL BE CLEARLY LABELED IN TWO LOCATIONS WITH 6" HIGH BLACK STENCILED CHARACTERS CORRESPONDING TO UNIT #'S IN THE PLANS. (1) VISIBLE ON ROOF FROM ROOF ACCESS LADDER, ON THE SIDE OF THE UNIT, & (2) VISIBLE FROM SALES FLOOR, ON THE BOTTOM OF THE SUPPLY DIFFUSER. 12. HVAC UNIT AIR FILTERS SHALL BE REPLACED EVERY TWO WEEKS DURING CONSTRUCTION AND SHALL BE REPLACED ON THE DAY THE BUILDING IS TURNED OVER TO THE OWNER. 13. THE HVAC UNITS SERVING THIS FACILITY WILL BE CONTROLLED BY A "NOVAR" DIRECT DIGITAL CONTROL (DDC) BUILDING MANAGEMENT SYSTEM THE "SAVVY" CONTROLLER WILL BE ff I -"qql "llhl HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 15 /24102 2 I RACKING PLAN 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 CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04/15102 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. • 11 C7 • ZV)A OwW g V/ O n �a U g co WHO a.ogY �°°"�o V wwzr x Qz 40 Wz� a Oz� J�o wU • ® 1 LLo LL c 00 CV I� z co O C6 Q� m(D ULu J_ ('7 z Y U O 0 U) w O H O O Q w0c) 00Lr) N co = co m OF THE MECHANICAL AND ELECTRICAL CONTRACTORS. THE LOWE'S PROJECT MANAGER SHALL BE FURNISHED TO OWNER'S SWITCHGEAR SUPPLIER TO BE MOUNTED INSIDE OF THE MAIN Y GIVEN PROPER ADVANCE NOTICE SO THAT THE OWNER MAY COORDINATE THE APPROPRIATE SWITCHGEAR CABINETS. PERSONNEL REQUIRED TO ASSIST IN COMMISSIONING THE BUILDING MANAGEMENT SYSTEM. m FOR NATIONAL ACCOUNT PRICING INFORMATION ON Lu HVAC EQUIPMENT CONTACT THE FOLLOWING: 12. ALL COSTS ASSOCIATED WITH THE HVAC STARTUP AND COMMISSIONING SHALL BE PAID BY 14. HVAC UNIT #3 (SERVING THE OFFICES) SHALL BE CONTROLLED BY A SENSOR LOCATED IN W w U THE MECHANICAL CONTRACTOR. THE CLASSROOM BESIDE DOOR AND MOUNTED @ 5'-0" A.F.F. ALL SENSORS, DUCTWORK, ETC. LENNOX NECESSARY FOR A COMPLETE WORKING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL STEVE HARVEY CONTRACTOR. CONDUIT AND WIRE WILL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. 0 LENNOX INDUSTRIES, INC. 15. FASTENING OF ANYTHING TO THE METAL ROOF DECK IS PROHIBITED. ANY CONTRACTOR w 3208 WELLINGTON LANE RESPONSIBLE FOR DRILLING, PUNCHING, OR OTHERWISE PENETRATING THE METAL ROOF DECK = Z ® LEXINGTON, KENT6285 KY 40503 SHALL BE REQUIRED TO REPLACE (NOT REPAIR) THE DAMAGED SHEETS AT HIS EXPENSE. () - z 3:(800)-367-6285 steve.harvey@lennoxintl.com (EXCEPTION - THE MECHANICAL CONTRACTOR SHALL DRILL THROUGH THE DECKING TO SECURE co � O 9 STRUCTURAL ROOF CURBS FOR HVAC UNITS AND EQUIPMENT AS PROVIDED IN THE DETAILS OF J Q ® J LL CARRIER THESE DRAWINGS.) Q N f\ BILL JACKSON U ® O 16. HVAC SUPPLEMENTAL MATERIALS (FLEX DUCT, DUCT LINING, JACKETS, TAPE, TIES, FITTINGS, o CARRIER CORPORATION ETC.) SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DEVELOPED z J _ 7550 WASHINGTON AVE SOUTH RATING NOT TO EXCEED 50Q Q - LL- O o . W EDEN PARIRIE, MN 55344 0 (952) 942-7841 = ~ Z z Z bill.jackson@carrier.utc.com 17. AT COMPLETION OF EACH WORKING DAY, THE MECHANICAL CONTRACTOR SHALL CLEAN UP (� W 3:w FOR STRUCTURAL CURB SIZES CONTACT: AND REMOVE ALL DEBRIS AND MATERIAL NOT USED. W O Q CUSTOM CURB 06 J a At I CKi LJAoolc • • 3005 S. HICKORY ST. CHATTANOOGA, TN 37407 ORIGINAL 4/15/02 SUE DATE: IS 1-800-251-3001 PERMIT SET 4/15/02 allenh@customcurb.com ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: M-3 VII ME03 03.15.02 D 0 71 u if U 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 X-TRA LIGHT FHB-632U-277H-M4-C3 (2) SYLVANIA 2 x4' HIGHBAY FLUORESCENT FIXTURE WITH 2 TOP -MOUNTED LAMPS TO ILLUMINATE HUBBELL ESFLN6322H4MP5 SYLVANIA QT3x32/277PLUS 277 1.18 THE CEILING. FACTORY -WIRED WITH PLUG TO MATCH MODULAR WIRING. INCLUDE F1 _ _ 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 TlX20 277 2/3 1/2 OCS 12/4G MP1914 F032/841 XPS/ECO QT2x32/2771S 277 0.90 2-E1. WIRE BALLAST CIRCUITS ACCORDING TO DETAIL 6-E1. X-TRA LIGHT FHB-632U-277H-M4-C3 (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH 2 TOP -MOUNTED LAMPS TO ILLUMINATE F1-NL HUBBELL ESFLN6322H4MP3 SYLVANIA QT3x32/277PLUS 277 1.18 THE CEILING. FACTORY -WIRED WITH PLUG TO MATCH MODULAR WIRING. INCLUDE F1-NL bi�j - _ 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 F032/841 XPS/ECO QT2x32/2771S 277 0.90 2-E1. WIRE BALLAST CIRCUITS ACCORDING TO DETAIL 7-E1. F2 X-TRA LIGHT FHB-632-277H-M4-C3 (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH NO TOP -MOUNTED LAMPS. FACTORY -WIRED HUBBELL ESELN632OH4MP5 SYLVANIA QT3x32/277PLUS WITH PLUG TO MATCH MODULAR WIRING. INCLUDE TRAPEZE HANGERS AND SAFETY F2 - - 6 32 2 ELECTRONIC 277 1.18 227 CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND 2-E1. WIRE BALLAST CIRCUITS F2 LITHONIA FV2 24 6 32 T1X20 277 2/3 OSISP OCS 12/4G F032/841 XPS/ECO ACCORDING TO DETAIL 8-E1. F2-NL X-TRA LIGHT FHB-632-277H-M4-C3 (2) SYLVANIA 2'x4' HIGHBAY FLUORESCENT FIXTURE WITH NO TOP -MOUNTED LAMPS. FACTORY -WIRED HUBBELL ESFLN6320H4MP3 SYLVANIA QT3x32/277PLUS WITH PLUG TO MATCH MODULAR WIRING. INCLUDE TRAPEZE HANGERS AND SAFETY F2-NL ® _ _ 6 32 2 ELECTRONIC 277 1.18 227 CHAIN. MOUNT FIXTURES USING DETAILS 1-E1 AND 2-E1. WIRE BALLAST CIRCUITS F2- LITHONIA FV2 24 6 32 T1X20 277 2/3 OSISP OCS 12/413 F032/841 XPS/ECO ACCORDING TO DETAIL 9-E1. - - (1) LLPRSL 320-WATT PULSE START METAL HALIDE LINEAR REACTOR BALLAST. DIE-CAST F3 HUBBELL BL320W8-WA-WH-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, "SO" F3 O COOPER MLSS-PD22-M-320-277-SCF-TPPH-FH1-PC3 1 320 1 MAGNETIC LINEAR REACTOR 277 HPF 342 CORD, AND NEMA PLUGS - ALL FACTORY ASSEMBLED. PROVIDE LAMP FOR FIXTURE. F3 LITHONIA THR 320M PA22 277 LLRPSL SCK LCPP TPH277 MP320/350/PS/BU FIXTURE SHALL INCLUDE ACRYLIC REFRACTOR AND UL LABEL FOR DAMP LOCATIONS. 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 F3-NL • COOPER MPSS-PD22-M-320-277-SCF-TPPH-FHI-PC3 1 320 1 MAGNETIC SUPER CWA WITH 277 HPF 368 FIXTURE HOOK, �DL NEMA F3-NL LITHONIA THR 320M PA22 277 SCWA QRSTD SCK LCPP TPH277 MP320/350/PS/BU 250 WATT QUARTZ ASSWER EMBLED. PROVIDE PROVIDE LAMPS.FIXTURE SALINCLUDE ACRYLIC REFRACTOR AND UL 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 F4 COOPER 2GC8-332-A125-277V-TEB82-A3/8-4/14G-U 3 32 2 ELECTRONIC (1) SYLVANIA gg SHEET E-3 AND DETAIL 10-E1. FIXTURES IN VESTIBULES ARE NOT SWITCHED BUT "BMS." F4 LITHONIA 2SP-G-332-FW-A12125-277-PWS/14/4/6 F032/841 XPS/ECO QT1 x32/2771S 277 0.90 ARE CONTROLLED BY A FACTORY -INSTALLED 6' WHIP SHALL BE WIRED TO A 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 11-E1. FIXTURES IN "BMS." F4-NL COOPER 2GC8-332-A125-277V-TEB81-A3/8-2/14G-U 3 32 1 ELECTRONIC 277 0.90 87 VESTIBULES ARE NOT SWITCHED BUT ARE CONTROLLED BY A FACTORY F4-NL LITHONIA 2SP-G-332-FW-A12125-277-PWS/14/3/6 F032/841 XPS/ECO INSTALLED 6' WHIP SHALL BE WIRED TO A J-BOX. LIGHTING CIRCUITS SHALL BE HARD -PIPED IN METAL CONDUIT. (1) SYLVANIA 1 1x4 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 F5 ® COOPER GCR-232-Al 25/277V-TEB81 -A3/8-2/14G-U 2 32 1 ELECTRONIC 277 0.90 59 SAME ROOM. 3/4" FLEXIBLE CONDUIT MAY BE USED FROM THIS FIXTURE TO THE F4 F5 LITHONIA SP-G-232-FW-A12125-277-PWS/14/3/6 F032/841 XPS/ECO FIXTURE. ONE-PIECE KEYLESS, TOP -WIRED, 60OW, 240-VOLT, OUTLET BOX LAMPHOLDER WITH 2 F6 LEVITON 8829-CW1 INCANDESCENT TERMINAL SCREWS. MOUNT JUST ABOVE DOOR HEADER IN THE "ELS" CLOSETS WHERE F6 (OR EQUAL) 1 75 N/A N/A N/A 120 N/A N/A INDICATED ON DRAWINGS. MATERIAL SHALL BE UREA. PROVIDE A 75-WATT F6 (SUPPLIED BY ELECTRICAL CONTRACTOR) LAMP INCANDESCENT - - (1) LLPRSL 320-WATT PULSE START METAL HALIDE LINEAR REACTOR BALLAST. DIE-CAST F7 HUBBELL CH32W8-M-LM-TR16-C2HLP4 & PHE277LA SYLVANIA PULSE START ALUMINUM WHITE FINISH. PROVIDE WITH POWER HOOK BOX, FIXTURE HOOK, "SO" F7 O COOPER MLRB-RP28-320-277-SCF-WL-TPPH-FH1-PC3-NEMA3R 1 320 1 MAGNETIC LINEAR REACTOR 277 HPF 342 CORD, AND NEMA PLUGS - ALL FACTORY ASSEMBLED. PROVIDE LAMP FOR FIXTURE. F7 LITHONIA TXP 320M A26 277 LLRPSL WL SCK LCPP TPH277 MP320/350/PS/BU FIXTURE SHALL BE TOTALLY ENCLOSED, GASKETED, AND UL LABELED FOR WET 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 F7-NL • COOPER MPRB-RP28-320-277-SCF-WL-TPPH-FHI-PC3-NEMA3R 1 320 1 MAGNETIC SUPER CWA WITH 277 HPF 368 POWER HOOK BOX, FIXTURE HOOK, "SO" CORD, AND NEMA PLUGS - ALL FACTORY F7-NL LITHONIA TXP 320M A26 277 SCWA QRSTD WL SCK LCPP TPH277 MP320/350/PS/BU 250 WATT QUARTZ ASSEMBLED. PROVIDE LAMPS. FIXTURE SHALL BE TOTALLY ENCLOSED, GASKETED, AND UL LABELED FOR WET LOCATIONS. MOUNT FIXTURE USING DETAIL 14-E1. (1) CWA WALL OR COLUMN MOUNTED HID FIXTURE. DIE CAST ALUMINUM HOUSING WITH LIGHT WL-1 HUBBELL MVA400H2A83AW SYLVANIA GRAY FINISH. MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. WL-1 n COOPER MHHR-R3-400-277-OA1065-GRY 1 400 1 MAGNETIC 277 HPF 455 ALUMINUM REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 4" ARM AND WL-1 ICI LITHONIA KAD-40OM-R3-277-WBD04-DGC MS400/HOR WALL MOUNTING PLATES. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 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 MVA400H2A83AWQ SYLVANIA WITH 250 WATT GRAY FINISH. MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. WL-2 pp COOPER MHHR-R3-400-277-OA1065-Q-GRY 1 400 1 MAGNETIC TIME -DELAY (60%) 277 HPF 455 ALUMINUM REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 4" ARM AND WL-2 LITHONIA KAD-40OM-R3-277-QRSTD-WBD04-DGC MS400/HOR QUARTZ RESTRIKE WALL MOUNTING PLATES. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 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 HUBBELL MHK040OH368-L-M53 (WITH TCB-W3) SYLVANIA MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. ALUMINUM FL-1 COOPER MHWR-65S-400-277V-GRY (W/BRACKET) 1 400 1 MAGNETIC 277 HPF 455 REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 2" TENON MOUNTING FL-1 LITHONIA 170S-40OM-HPN-277-TS-DGC (W/BRACKET) MS400/HOR BRACKET. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 USING DETAILS 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 MHK400H368QSTL3 (WITH TCB-W3) SYLVANIA WITH 250 WATT MEDIUM CUTOFF TYPE III OPTICS WITH TEMPERED FLAT GLASS LENS. ALUMINUM FL-2 COOPER MHWR-65S-400-277V-EM-GRY (W/ BRACKET) 1 400 1 MAGNETIC TIME -DELAY (60%) 277 HPF 455 REFLECTOR AND MOGUL BASE SOCKET. FACTORY -SUPPLIED 2" TENON MOUNTING FL-2 LITHONIA 170S-40OM-HPN-277-QRSTD-TS-DGC(W/BRKT) MS400/HOR QUARTZ RESTRIKE BRACKET. MOUNT FIXTURES WHERE SHOWN ON DRAWINGS E2 AND E3 USING DETAILS 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 HUBBELL D442-277SL (WITH A8AR73) SYLVANIA QTP1x42/277CF LAMP. DIE CAST ALUMINUM PLASTER FRAME WITH 2-1/2" VERTICAL ADJUSTMENT AND DL O COOPER C7042-E277-745OLI-TRM7P 1 42 CF42DT/E/IN/841 1 ELECTRONIC 277 1.00 50 15 TELESCOPING HANGER ARMS. PREWIRED JUNCTION BOX. WHITE TRIM RING WITH DL LITHONIA LGFV-42TRT-9-RW-FFL-277-TRW T-4 GX24q-4 TEMPERED PRISMATIC LENS. UL WET LABELED. 2 CWA () UP DOWN CYLINDER LIGHT FIXTURE MOUNTED 17 -1 TO CENTER AFF. THIS FIXTURE AL HUBBELL B7165 SYLVANIA WILL BE COVERED BY A DECORATIVE DIAMOND -SHAPED METAL PIECE PROVIDED AND ALZ5 COOPER LUMIERE 715-2 2 70 MPD70PAR30LN/U/830/SP 2 MAGNETIC 277 HPF 180 INSTALLED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE ARCHITECTURAL AL LITHONIA LL PCO MHK 6070 WL VENDOR ID# 64661 DRAWINGS AND GC. SOME FIXTURES MAY HAVE REMOTE BALLAST. UL WET LABELED. MAX OVERALL HEIGHT IS 15" AND MAX DEPTH IS 7" INCLUDING ARM. EXIT LIGHT WITH WHITE FACE AND 6 RED LETTERS. DARKENED QUADRANTS OF HUBBELL PRA SYMBOLS IN THE DRAWINGS INDICATE FACES TO BE ILLUMINATED. ARROWS IN EXIT z� COOPER LPX60RWH 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 LITHONIA LQM-S-3-R-277 BE SUPPORTED BY CHAINS. (SEE DETAIL 12-E1) EXIT LIGHT WITH WHITE FACE AND 6 RED LETTERS. DARKENED QUADRANTS OF WID _ _ HUBBELL N4EAR9L SYMBOLS IN THE DRAWINGS INDICATE FACES TO BE ILLUMINATED. ARROWS IN EXIT �2) COOPER XLWW-SRW-DUAL 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 LITHONIA LV-S-W-1-R-277 BE SUPPORTED BY CHAINS. UL WET LABELED. POLE, ROUND TAPERED ALUMINUM, WITH ONE TENON MOUNTED WL-1 FIXTURE WITH P-1 WL-1 HUBBELL RTA181 POM53 / AFB1 M53 _ FACTORY ROUND POLE ARM ADAPTER. POLE SHALL WITHSTAND 100 MPH WIND PLUS P-1 COOPER 81774-001P241 - - - - - - - 1.3 GUST BASED ON TOTAL EPA OF FIXTURES. POLE SHALL BE PROVIDED WITH P-1 ��"❑ LITHONIA LHRTA 18 6C T20 VD FBC DGYG - VIBRATION DAMPER, GROUND LUG, POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE BASE MOUNTING DETAIL 16-E1. P_2 _ _ _ POLE, ROUND TAPERED ALUMINUM, WITH TWO TENON MOUNTED FL-1 FIXTURES AT 180-. HUBBELL RTA181 POM53 / AFB21 M53 - POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA OF P-2 COOPER 81775-001 P241 - - - - - - - FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, POLE P-2 LITHONIA LHRTA 18 7E T25 VD FBC RBA28 DGYG BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE BASE FL-1 FL-1 MOUNTING DETAIL 16-E1. POLE, ROUND TAPERED ALUMINUM, WITH THREE TENON MOUNTED FL-1 FIXTURES AT HUBBELL RTA181 POM53 / AFB32M53 - 120'. POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA -1 FLYP-3 COOPER 81775-002P241 OF FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, P-3 LITHONIA LHRTA 18 7E T25 VD FBC RBA32 DGYG - POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE P-3 BASE MOUNTING DETAIL 16-E1. FL-1 FL-1 _ POLE, ROUND TAPERED ALUMINUM, WITH FOUR TENON MOUNTED FL-1 FIXTURES AT - - HUBBELL RTA181 POM53 / AFB43M53 - 90'. POLE SHALL WITHSTAND 100 MPH WIND PLUS 1.3 GUST BASED ON TOTAL EPA COOPER 81775-003P241 - - - - - - - OF FIXTURES. POLE SHALL BE PROVIDED WITH VIBRATION DAMPER, GROUND LUG, P-4 P-4 LITHONIA LHRTA 18 7G T35 VD FBC RBA49 HD DGYG - POLE BASE COVERS, HANDHOLE, AND TOP CAP. FINISH - LIGHT GRAY. SEE POLE P-4 BASE MOUNTING DETAIL 16-E1. FL-1 FL-1 SECURE WITHIN 12" OF CHANGE IN DIRECTION OR TERMINATION OF "MC" CABLE TYPE "MC" MOD. WIRING SYSTEM SECURE EVERY 6'-0" FOR STRAIGHT RUNS OF "MC" CABLE ----77-1- _T EYE BOLT AND TRAPEZE HANG SECURE WITHIN 12" OF CHANGE IN DIRECTION OR TERMINATION OF "MC" CABLE TYPE "MC" MOD. WIRING SYSTEM SAFETY CHAIN SECURE EVERY 6'-0" UNISTRUT, 14 GA. FOR STRAIGHT RUNS 1-5/8" X 1-5/8" OF "MC" CABLE ---/--,,,- i J0151 __-LUNISTRUT BOLTED TO BAR BOTTOM OF TOP CHORD USING THROUGH BOLT, FENDER WASHERS, HEX NUT, AND LOCK WASHERS. UNISTRUT EYEBOLT HANGER- E I FLUOi�SCNT 1„IOUNTINC D�T,41L HANGER TABS ' FIXTURE SCALE NO SCALE 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) ,,-3/8" 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) OUNT "EXIT" SIGNS Q 12'-0" A.F.F. TO BOTTOM OF SIGN. 12 EXIT LIC-;�4T DETAIL 1 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 1 THE JOIST AND ACROSS UNISTRUT. SECURE EVERY 12 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 1 FIXTURE BOX ON UNISTRUT USING DIMENSIONS SHOWN ON SHEET E2. HANG FIXTURE ON HOOK. PLUG INTO FIXTURE BOX. 10' f 10' f 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) EYE BOLT AND TRAPEZE HANGER SAFETY CHAIN UNISTRUT, 14 GA. 1-5/8" X 1-5/8" UNISTRUT BOLTED TO BOTTOM OF TOP CHORD USING THROUGH BOLT, FENDER WASHERS, HEX NUT, AND LOCK WASHERS. PE 1FLUOESCENT MOUNTING D OUNTINETAIL R SCALE NO SCALE UNI-STRUT, 14 GA reel INIbig] I r 1/ ,01"ux, THIS DETAIL ONLY APPLIES eqR JQI ��RpEMq 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 110UNTINC; DETAIL E V SCALE NO SCALE SHADE STRUCTURE (CLOTH MATERIAL) - 10' f 10' f BALLAST 1 w w �LAMP�2 LAMP 4 LAMP 6 m Q BALLAST 3 0 o LAMP 7 > > LAMP 8 I- 0 w?o 6 DETAIL w Z z _1 I-'-' Z D- J z Z (2,E 1 8-LAMP BALLAST WIRING BALLAST 1 LAM P 1 LAM P 5 BALLAST 2 LAMP 2 • LW Emit� HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 5/24/021^^ � RACKING PLAN 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 STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 04I15102 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. • • 1 • Z(j)A Oww & I cnw<��aP Q �Nu o z o wwz�� x 0 0 0O 00 1- 0 0 , r.. 0 0 @� o�� o O Co y 00 M 1� 5�4�4DE STizUCTU LAMP 4 Lo LL E 1 iCALE 1/4" = 1' BALLAST 1 BALLAST 1 BALLAST 3 N LAMP 1 LAMP 1 SWITCH 1 LAMP 7 4® z n LAMP 3 LAMP 3 BALLAST 1 LAMP 8 0 c6 LAMP 5 LAMP 5 LAMP 1 T ■ r h m V co Lu aLAM AST 2 EBALLAST 2 LAMP 3 "� DETAIL - U J 4 SWITCH 2 w o E 1 8-LAMP BALLAST WIRING P 2 LAMP 2 BALLAST 2 z FOR NIGHT -LIGHT "ELS" ~ Z LAMP4 P4MP 6 LAMP 6 LAMP 2 UO W o BALLAST 1 • 8 DETAIL 8 r<z 9 DETAIL 9 ��� 10 LAMP 1 r v1 C3 w 0 wofw�� >> o E I 6-LAMP BALLAST WIRING w D o E j 6-LAMP BALLAST WIRING -DETAIL z w 3 LAMP BALLAST WIRING (bEl LAMP 2 ~ 1= 0 z z z w FOR NIGHT -LIGHT ELS �zo z c� FOR OFFICE LIGHTS LAMP 3 Q� TO PREVENT EXCESSIVE DAMAGE TO WALLS ALL 00 CD co HOLES SHALL BE PRE -DRILLED WITH A 1 /4" ® `o CD MASONRY PILOT BIT. THEN THE HOLE MAY BE O7 O razz 11 DETAIL 11 N MADE LARGER ONLY BY DRILLING HALFWAY INTO w ~ u o E 1 3-LAMP BALLAST WIRING n co THE HOLE FROM EACH SIDE. ANY BLOCK THAT O O O ® O O O O 0 z FOR NIGHT -LIGHT "ELS" _ IS "BLOWN OUT" FROM INSTALLING CONDUITS OR • s FIXTURES SHALL BE REPLACED AT THE EXPENSE OF THE ELECTRICAL SUBCONTRACTOR. z WASHER & NUT WASHER &NUT HAND HOLE (LOCATE Lj m TO SECURE BOLT FUSEHOLDER AND FUSE TO WALL. TO SECURE BOLT DIRECTLY INSIDE HAND 8 BARE GROUND WIRE -� TO WALL. POLE GROUND LUG W/ J-BOX MOUNTED ABOVE J-BOX MOUNTED ABOVE HOLE) J-BOX MOUNTED ABOVE Y BOTTOM CHORD OF BAR LEVELING NUT, BOTTOM CHORD OF BAR CONDUIT STUBS TO BE FEMALE 1/2 X 13 NC THREAD Uj JOISTS WASHER, AND JOISTS INSTALLED TO HEIGHT BOTTOM CHORD OF BAR W (n w LEVELING NUT, NOTE: JOISTS LOCK WASHER. JOIST GIRDER WASHER, AND OF ANCHOR BOLTS LOCK WASHER. POLE BASE IS TO BE ONE (� Q � 0 0 0 CONTINUOUS POUR. 2 PORTION 0 0 0 3/4" CIRCUIT CONDUIT WALL BRACKET 0 0 WALL BRACKET 3/4" CIRCUIT CONDUIT POLE BASE W OR EXPOSED CONCRETE BASE 3/4" CIRCUIT CONDUIT 0 ° WALL BRACKET 0 0 W L1.1 Q } SUPPLIED WITH WALL BRACKET / ABOVE CONCRETE SLAB SHALL SUPPLIED WITH m FIXTURE. 45 SUPPLIED WITH IFSUPPLIED WITH 1 GROUT BE HAND RUBBED SMOOTH. FIXTURE. 45 0 FIXTURE. FIXTURE. ° ° 0 � #8 BARE 1/2 FIXTURE CONDUIT ii D (� NUT AND LOCK - GROUND WIRE POLE SHAFT SEALTIGHT FLEX o 0 NUT AND LOCK �- z O 0 1/2" FIXTURE CONDUIT - 2-3 8" O.D. STEEL PIPE. NUT AND LOCK WASHER 1/2" FIXTURE CONDUIT NUT AND LOCK WASHER 2-3/8" O.D. STEEL PIPE. WALL WASHER TO SECURE / WASHER TO SECURE AFTER FABRICATION ALL WELDS TO SECURE WALL WALL TO SECURE WALL POLE BASE WITH 1" GROUT X ®� WALL BRACKET 3/4" CIRCUIT CONDUIT BRACKET TO 4 BOLTS �� ° WALL BRACKET AFTER FABRICATION ALL WELDS °� SHALL BE GROUND SMOOTH » BRACKET TO 4 BOLTS CLAMP SUITABLE FOR 4 - 5/8 BOLTS WITH TO UNI-STRUT SHALL BE GROUND SMOOTH LL Z �- (4) 3/8 x16 SS BOLTS TO 4 BOLTS (4) 3/8 x16 SS BOLTS DIRECT BURIAL o LOCKNUTS TO "SANDWICH" o WITH WASHERS AND THE ENTIRE ASSEMBLY J-BOX MOUNTED TO TOP 4" ARM WITH WIRING ACCESS, AND WITH WASHERS 4 ARM WITH WIRING ACCESS, AND I GALVANIZED ANCHOR o 0 AND THE ENTIRE ASSEMBLY Q ❑ o SHALL BE PAINTED TO MATCH 2 MOUNTING BOLTS SUPPLIED WITH 2 MOUNTING BOLTS SUPPLIED WITH BOLTS & HARDWARE JOIST BETWEEN STRUTS. 0 0 SHALL BE PAINTED TO MATCH O - � CHORD OF BAR JOIST 36„ FIXTURE COLOR. Z 36" FIXTURE COLOR. FIXTURE. EC TO PROVIDE ADDITIONAL 1/2" FIXTURE CONDUIT FIXTURE. EC TO PROVIDE ADDITIONAL �, O o 1/2" FIXTURE CONDUIT LOCK WASHERS AND NUTS. LOCK WASHERS AND NUTS. #8 BARE GROUND WIRE W o / " CONCRETE BASE 4 PIECES OF UNISTRUT 0 7 LL z Lu 1/2" STEEL LB NOTE: FOR MOUNTING THIS FIXTURE 1/2 STEEL LB 3/4"� X 10'-0" COPPER ELECTRICAL CONDUIT 14 GA, 1-5/8" x NOTE: FOR MOUNTING THIS FIXTURE = Q Z Z v ------------- WELD PIPE TO PLATE. TO STEEL STRUCTURE USE DETAIL 1/2 STEEL LB ___ _________ I, CLAD GROUNDING ROD 1-5�8 BOLTED TOGETHER o - o WELD PIPE TO PLATE. TO BLOCK WALL USE DETAIL Q GRIND SMOOTH. BACKPLATE SUPPLIED TO TIGHTLY "SANDWICH" _ GRIND SMOOTH. Z J C%J (� O BACKPLATE SUPPLIED 15-E1. �� WITH LIGHT FIXTURE `� 6 NO. 5 BARS WITHIN STEEL BEAM TO SUPPORT o - 0 3-E1. J Q WITH LIGHT FIXTURE ��.� TO MATCH FIXTURE ���� a A 6x6 10 10 WWF "CAGE" TO MATCH FIXTURE 24" WALL BRACKET _____ 1 / HOLE FIXTURE.SPACE 0 EATCH • • f o 0 . .......... . WALL BRACKET ----------- ------------------------------ --------------------------------------------------------------------_-- ... »------------------------------ ORIGINAL 4/15/02 I� ---- - _ MAINTAIN 3 MINIMUM CONCRETE PLATE OF THE FIXTURE ��- JOIST GIRDER � COVERAGE ON ALL BARS o o � ISSUE DATE: ,> >, » " » SUPPORT ARM. 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" 1 /2 x 8" x 8" STEEL PLATE WITH (4) 5/8" PERMIT SET 4/15/02 HOLES LOCATED 1-1/2" FROM EDGE TO HOLES LOCATED 1-1/2" FROM EDGE TO HOLES LOCATED 1-1/2" FROM EDGE TO : ; ;:;•:,. HOLES LOCATED 1-1/2" FROM EDGE TO ISSUE DATE: SEAL CONDUIT PENETRATION WITH CENTER OF HOLE. ATTACH TO BLOCK USING COLUMN SILICON BASED SEALANT TO PREVENT / 20'-0" 1/2" CONDUIT INSTALLED �NTER OF HOLE. ATTACH TO BLOCK USING CONDUIT SEALANTPENETRATION TTO PREVENT /2'" BOLTS OF SUFFICIENT LOENGTH. USING 2 _p CENTER OF HOLE. ATTACH TO UNISTRUT 20'-0" CONSTRUCTION SET 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. 20-0' USING 1/2" SPRING BOLTS OF SUFFICIENT A.F.F. ISSUE DATE: PROVIDE FULL PERIMETER BACKER ROD AND LENGTH. F. F. PROVIDE FULL PERIMETER BACKER ROD AND CAULK BETWEEN WALL PLATE AND MASONRY. A.DRAWING NUMBER: 3 DETAIL 3 CAULK BETWEEN WALL PLATE AND MASONRY. 4 DETAIL - 5 DETAIL E7 1(p DEVIL i� 15 DETAIL 15 E-1 1 E I MOUNTING DETAIL FOR TYPE "WL" FIXTURES E I MOUNTING DETAIL FOR TYPE "WL" FIXTURES 1 E 1 E MOUNTING DETAIL FOR TYPE FL FIXTURES E CONCRETE POLE BASE DETAILS 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) VII EL01 03.15.02 0 HOME CENTERS, INC. P.O. BOX I I I I N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 5/24/02 2 RACKING PLAN 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 STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFICSITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 041151 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. Z(1)A C)ww Q tNgu o 0 G�Wa m••I� wZo �° u a off* Z0U 161mm wzzm • n • F—i Lo LL c0 N 4O 0 O 00 O� ® c� w U Jco W � � j....� ^/ z �T� w U O w�c) > C3Z� w 0 1= O 0 .J c� w I: c� 40 N � w U =� Z m 0 W Y U W 2 U U Q Lu 0 } _ m � Z Q 0 Q X �� c=JLL�L'L z0 0Q o(D o zw�ZZ Q zw o o vl n a J (f0`V � ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-2 VII EL02 03.11.02 ALL FIXTURES ARE TYPE F1 EXCEPT AS NOTED OTHERWISE IN DETAIL 1—E2. R Q P N.03 N M.O1 M L K J H G F E D C B A 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 45'-0" 65'- WL- WL-1 WL-2 WL-1 WL-2 Ey_ 0 0'-0" 16'-0® 12'-4" 1'-8" `In y F2 a' 14'-0" 14'-0" F2 13'-0" 14'-0" 13'-0" F2 14'-0" 13'-0" F2 14'-0" 14'-0" 7'-0" F2-NL 2 F2 FL-1 F2 0'-0" 14'-0" _ 9'-0" ! -- - v------� 1'-0" F2-NL 1 1_o F2 F2 1 1-o" F2 1 1_o" F2 F2-NL r--- ---i r� - -� F2 � - o ® 14'-6" 0'-0" F2 14'-0" F2 9,_0n 1 14'-6" F2 `° >< 0 F2 °° ® ® ® ® � � N F2 F2 1'-4" !F2] !2]ID F2 F2 F2 F2 F2-NL F2 F2 F2 F2 F2 WL-2 WL-1 WL-2 WL-1co WL-2 8 FL-2 F2-NL F2 1'-4" 00 F1-NL 7 -s" 1 - " 1 - " 1 - " F1-NL 1 -0� F1-NL ® 7 -o" F1-NL 7 -o" l -NL � 7'-°" F1-NL 41-NL ® 8'-s" F1-NL 0'-0" 14'-0" 9'-0" F2 8'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" �'-0 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'- 8'-0" 8'-0" 8'-0" 8'-0 17'-2" -0" C�D11'-8" 12'-6" 8'-11" 7'-6" 1o" 7'-2" - to N 8'-4" 1' F1-Nd 7'-0" F1-Nd 7'-0" 7'-0" 7,_ 1'-0" 8'-0" 1'-O" 8'-0" 8'-0" 1'-O" 2-4„ 8'-7" 8'-8" 7 FL-2 FL-1 _ o WL-1 WL-2 wP® ® ® ® ® ® ® ® ® ® ® ® ® Q! F3-NL 9 F3-NL ® "' o • • 0F3 • 0F3 0F3 = ® ® ® ® ® ® ® ® ® ® ® F3-NL F3-NL - N _ = DIMENSIONS REPEAT. O F3 O F3 O F3 O F3 O F3 O F3 F3 F1-NL F1-NL EXCEPT WHERE OTED. DIMENSI NS REPEAT ® ROWS Lo DIMENSIONS REPEAT FOR o ® ® ® ® ® ® ® ® ® ® w IN ® IN ® ® Q EXCEPT HERE NOTED. SIX ROWS. F1-NL F1-NL 2 13'-6" 13'-8" 14'-9" -7" 17'-5" F1-NL 13'-1" 15'-0" 8'-4" 8'-10" F1-NL 12'Y-9" 15'-8" 10'-9" El-NL -9 16'-9" 12'-6" 2'-1 " 13'-11"1-NL � 17'-5" 7'-9" = o F1-NL F1-NL O F3 O F3 O F3 O F3 O F3 O F3 off F3 i WL-1 ® ® ® ® ® ® ® r ® ® 6 14'-4" 13'-10" i� C, 3'-2" 9'-0" 3 -0" , _ o - I O F3 O F3 O F3 O F3 O F3 O F3 °° F3 ® ® ® ® ® ®�'-9" N - WL-2 14'-4" 13'-10" 12'-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" 14' 3" `' 24'-3" 9'-6" 16'-0" 22'-0" i O F3 O F3 O F3 O F3 O F3 O F3 F3 04 L C4 9'-0" 3 -0" 3 -0" 3'- " 3 -10" -1" S- " 11'-0" 21'-9" 11'-0" 11'-O" 21'-9" 11'-5° 10'-7" 21'-9" 11'-3" ® ® ® ® ® ® ® ® ® " ® ® ® 14'-4" 13'-10" 3 -2" 12'-0" 12'-0" 9'-0" 16 -3 N 1'- " 8'-0" 1' o" F1-NL F1-NLj 1 0" F1-NL t 0" F1-NL 1, 0„ F1-NL F1-NL 8.-sn F1-NL o 7 _4n F1-NL 7'-6- • F3-NL • O F3 F3-NL • F3-NL O F3 O F3 F3co -NL ® - s'-0" 8'-0" 8'-0= ) ---- s _0° 8'-on , 8 -0 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" n 8'-0" 8'-0" 8'-0 n A " $ -o T 7 -2 7'-5" 12'-9" 7'-s" $'-7 " " 7'-6- 8 -8" 8'-6" - I 1 F1 NL F1-NL 8'-0" s -0 7'-2 WL-2 7'-0" 6'-10" 7'-0" 7'-0" 7'-0" 7$-0" 7'-0" 6'-11 n 8 ^ o FL-2 FL-1 FL-1 FL-1 FL-2 1 ' _ " U) _ N I� I $'-0 8'_0n ao N ® rn ® co ® ® ® ® 16'-s® ® ® ® ® N ® ® ® ® ® N ® ® ® ALL FIXTURES ARE TYPE F1 EXCEPT 8'-8" 7'—°" 7'-0" I �, co Nco _ WL_ 1 AS NOTED OTHERWISE IN DETAIL 1—E2. ' ® ® ® ® ® -00 ® I I P-2 20'-9� 20'-9" 20'-9" 10'-10" DIMENSIONS REPEAT. FL-1 F7 F7 F7 F7 F1-N ® ® ® ® F1�NL i F1-NL F1-NL F1-NL F1- L F1-NL EXCEPT WHERE NO ED. F1-NL F1-NL o P-1 = _ - '' o - - ! - - - ® ® ® ® ® I ® ® ® ® ® ® ® ® ® "10'-1" F7-NL --0-- F7 0--- - F7 • F7 15'-0" 12'-0" 12'-s" 8'-6"3 -2 16'-4" 12'-0" 4 -6' 10'-4" 17'-7" 15'-7" 1 '-10" 15'-3" " 12'-5 3 -1 17'-6" 13'-0" 7'-6" 8'-0" 17'-6" 10'-6"3 -11 " " 14'-9 18 -6 2 - " I DIMENSIONS REPEAT 2 ROW 0 EXCEPT HERE NOTED. Lo CD I � N f 2'-9" I i� I ;� I in CV — _ _� __ _ _ F7 '_ _o i I F7 0-, - I� ® � ® ® ® ® _ - M WL-2 F7 F7 _cD co I ® ® ® ® ® ® ® ® ® = _ _-� mom_ _ -. _ I _ _ — WL 2 I IN �® ® ® ® ® '� 13'-6" 2'- o0 I F7 F7 cV cV POLE FL- P-3 _ 7'-6" F1-NL'-O 8'-10" g'_5" 20'-11" 14'- " 1 t'-2" 22'-0" 10'-10" o =I �� �- A - MOUNTED �-1 = o ;� 22'-9" s'-6" 14'-6" 7'-6" 16'-6" 13'-2" 8'-10" 8'-s" F1-NL FIXTURES. FL- 20' 9" 20' 9" 20' 9" 10'-10" N F1-N�'_ . s'-o" s'-o" s'-o" N ® ® ® ® ® En � ® ® rn0 ® ® ® En ® ® ® � e ® ® ® � ® ® ® O ® ®_ -m 9" 20'�-9" 20' DIMENSIONS - F7-NL N N F1 1'-o NL t'-or F1-NL t'-o I'll n 7 -0 F1-NL 7'-0 " F1-NL 7'-0" s'-11" F1-NL s" F1-NL N 0 7>_2" TO CENTER OF POLE. `� F7 F7 F7 F7 F7 - ® ® ® ®7' °„ �, - ® ® ® � ® ® ® ® ® ® ® ® � _ CD M 8'-0" = - i' � 7'-6" � 1 _0 - � `i �, � 8'-0' 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1'� 8'-0" 8'-0" L8L-_Oj" 8'-0" 8'-0" 8'-0" 1 -0L � n � " 7 _2 7 -7 7'-0" 7'-g" 14'-2" N _ 11'-2" 10"7'6"'"8'-8"F1-NL_ o_ 2.01 1 ® ® 7'-0"® ® ® 7'-0"® ® ® ® 7'-0"�� ® ® ® ® ® 1 ® � ® ® ® � ® ® ® � ® ® ® WL-1 n O F7 O F7 O F7 O F7 O F7 -NL o `� t'- 8'-0" 8'-0" 8'-0" 7'_0 °° 00 F1-NL F1-NL F1-NL F�L F1 NL F1-NL F1-NL = Lwd wP 00 00 I 2 P-1 AL 18'-0" F2-NL' 77 F3 F3 F3 °° - o / 18'-0" 18'-0" 18'-0" 18'-0" 1 O AL AL F3 F3 F3 F3 F3 EXIT SIGNS SUSPENDED FROM o cL QCEILING. SEE DETAIL 12—E1. " 18'-0" 18'-0" 18'-0" 18'-0" ENTIRE SHEET HAS BEEN SIGNIFICANTLY REVISED. ALL FIXTURES ARE TYPE F1 EXCEPT F3 F3 F3 F3 F3 AS NOTED OTHERWISE IN DETAIL 1—E2. o AL AL AL AL LI TT FIXTU 5 LOCATION FLAN C.11 B.29 B.03 .22 2 6CAI E ,li = 201_�II 0 F� F4-NL ® ® F4-NL F4-NL F4-NL 11 A k DLQ DL OL F4-NL y� F4-NL F4-NL DLO DLO ® DLO DLO O® >> >_ » ® ® ® F _ 7 O � O � � El ® F4-NL F4-NL ® � F4-NL ( n J I ,�D I� I opq®&3 1/ V ED F ® F4-NL ® I I 1 I, I 'fDL/ 3 THESE 2 FIXTURES ARE CHAIN I 4F4-NL SUSPENDED 0 18'-0" A.F.F. F ' ' ALL FIXTURES ARE TYPE F4 EXCEPT AS NOTED OTHERWISE IN DETAIL 2—E2. 2 OFFICE LIGHT F I XTU E& LOCATION FLAN E 2 SCALE III = 10' -0" D • Al LOWEV� $1, E:? VA n. 5 1� N LP2 ' O' 2 nR nQ np nNOn nmo\m/ nL nK in nH nG nF nE nD nc nB An W271 WL92 WL-1 WL92 92 F2- F2 F2 ( 2 F F2 F2 F2 F2 F2- L F2 F2 F2 2 F2 NL F2 FL-1 LP1A-1 27 F2 LP1B-1 LF F2 F2 F2 F2 F LP1 B-27,29 F2 F2 F2 F2 F2 F -NL F2 F2 2 F2 W�271 WL92 W271 W3-2 F2 F F2 %7�1A-2 -2 - L-2 F2-NL F LP1A-13 LP1B-13 LP1A-32 P1B-3 1-NL F1-NL29 F2 F2 LP1A-12 LP1A-11 LPIIA-10 LP1A-9 LP1A-8 LP1A- LP1B-7 LP1A 6 LPIIA-5 LP1A-4 F1 -N LP1B-12 F1 -N LP1B-11 LPIIB-10 LP1B-9 LP1B-8 LP 6 LP1B-5 LP1B-4 FL-2 FL-1 LP 1 BL31,33 29 27 WL-2 31 22 � F3-NL F3-NL F3 F3 F3 F3 F3-NL F3 F3 F3 F3 F3 F3 F1-NL 1- L LP2B-15 _ F -NL F -N F1 F -NL F -NL F -NL FJ-N W201 3 11 F3 F3 F3 F3 F3 F3 LP2A-11 N332 F3 F3 F3 F3 F3 F3 F3 LP2B-13 F3 F3 F3 F3 F3 F3 F3 LP2A-10 F1-NL F1-NL F1-NL LP1A-14 LP1B-14 NL F3 F3 F3 F3-NL F3-NL F3-NL F3-NL 1 F1-NL F1-NL 1 I F1 NL, F1 -N LP1A_21 LP1A_20 LP1AT19 LP1A-18 LP1A-17 LP1A-16 LP1A-15 WL-2 L�P�6-2 22 FL-2 FL-1 FL-1 FL-1 FL-2 AN AN NY COLUMN OUNTED FIXTURES. SEE DETAILS LP2B-12 ELS, 12 4-E1 AND 5-E1. �311 (TYPICAL). TO ELS THROUGH F F PHOTOCELL. SEE DETAIL 4-E3 LP2B-10 P-2 LP2A-9 LP26-11 FL- FL-2 F7 F7 F7 F1 L F1- L F1-NL F1-N F - - F -N F -N WL_- 20 LP2 -4 F1 NL - ---- S- / POLE F7F7 F7-NL F7 MOUNTED -- FIXTURES. DIMENSIONS ' _ W332 TO CENTER OF POLE. - - - F7 F7 F7 F7 WL-2 - LP213 3 �a� � s LP26 3 ® F7 F7 FL- P 3 F1 LP2A-5 LP2A-6 LP2A-7 2A-8 LP1A-23 �-- — F7 - F7 FL_ 1 LP2B-5 LP26-6 LP2131-7 13-8 LP1B-23 F1 NL FL F NL cmF1-N F7-NL F1 L F1-N F1-NL F1-N F1-NL F1- i ELS-/ 3-20,22 LP2A-1 LP2A-2 LP2B-1 LP1A-24 LP2B-9 F1 LP26-2 F1-N -NL F1-N F1-N LP1B-24 F7 F7EZS=/0 F7-NL � F7 F1-NL fls'-,9 ELS 8 I EL _J SEE 2-E3 FOR -fj' CONTINUATION OF EL,f=S 2-E aS ¢ CONTINUA ION of F1-NL ZZS, 2 F 25 LP1ALpi WL-1 31 177 WL � � - _ 2025 18-26 F3 F2-NL's F3 FI I�,���I 1 AL F3 F3 F3 F3 o AL F3 CONTINUATION OF CONTINUATION OF CIRCUff. SEE DETAIL ALL FIXTURES ARE TYPE F1 EXCEPT CIRCUIT. SEE DETAIL LP1A-26 2-E3. AS NOTED OTHERWISE IN DETAIL 1-E3. 2-E3. F3 F3 F3 F3 F3 0 ENTIRE SHEET HAS BEEN SIGNIFICANTLY REVISED. NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A AL AL AL AL NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. F6 HOME CENTERS, INC. P.O. BOX I I I I N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION SURFACE MOUNT A 5/24/02A2 RACKING PLAN REVISION F6 FIXTURE AND SWITCH IN "ELS" CLOSET. CONNECT TO CIRCUIT RP1-26. F2 ELS-6 SEE 1-E3 FOR CONTINUATION OF "ELS" CIRCUIT 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. THESE TWO FIXTURES COPYRIGHT 2001 ALL RIGHTS RESERVED STIPULATION FOR REUSE ARE CHAIN MOUNTED THIS DRAWING WAS PREPARED FOR USE ON SPECIFIC SITE AT SANFORD, FL AT 18'-0" AFF. 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 F2 ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. Z�A ®mow cd o co E�L� E� E�ECT��C � 001� 3 w z ° � A � a s3 SCALE 1/4 1 -m" Uo - z -,a�� NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN (� z INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. PHOTOCELL 1 ON ROOF BEHIND PARAPET AND ABOVE ELECTRICAL ROOM EL5-X2 ---I NEUTRAL C ELS-11 GARDEN CENTER NEUTRAL "ELS" LIGHTS ELS-12 GARDEN CENTER NEUTRAL "ELS" LIGHTS SINGLE POLE, 2-CIRCUIT, 277-VOLT LIGHTING CONTACTOR LOCATED IN ELECTRICAL ROOM AT PANEL "ELS" 11 ®• 0 o 00 00 o � 00 C8 o O o @� b 0p o�� o �O00 73 0 w i=OTOCE�� 1 "EIS" l,UIi�INC • • E3 SCALE NO SCALE Z oLL CV L o Q ® Z � �H 0c6 ■ I'� m V U J(y) 1�11 z H �I Y C.11 B.29 B.03 .22 � � O T cn �� w0 1 L IHT FIXTI��6 LUIIN FLAN W O ~ F-I Q E3 SCALE 1" = 20 —0" � cc)® �' N wU ELS-6 ELS-4 T m � o jlA i F NL S Y F4-NL 4-NL w l F4-NL ti F4-NL F4-NL F4- - t` F4-NL tI I � DL Q a F4-NL F4-NL LP26-25 DL DL F4-NL LP2B-27 � Q� F4-N F4- L DL F4-NL O Q r DL F2 F2 / /f �\ ,�I F4-N F4-NL Q ILL o _j o5 I A A I I 0O® I F4-NL Lo Z vJ SURFACE MOUNT AN F6 FIXTURE AL AND SWITCH IN "ELS CLOSET. LP213-19 AL = Z w ALL FIXTURES ARE TYPE F4 EXCEPT _ O U) U) a AS NOTED OTHERWISE IN DETAIL 2-E3. 2 OPFIC I TT FIXTUfPE5 UJIfRIN AN E3 SCALE I" = 10'-0" CONTINUATION OF • • CIRCUIT. SEE DETAIL ORIGINAL 1-E3. ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DATE: NOTE: EACH 277-VOLT LIGHTING CIRCUIT SHALL HAVE AN INDIVIDUAL NEUTRAL. ABSOLUTELY NO SHARING OF A DRAWING NUMBER: NEUTRAL BY MULTIPLE CIRCUITS IS PERMITTED. E-3 VII EL03 03.15.02 r 11 9 E L. W ILI (s C8 C7 C6 C5 ra C_: C2O C np NO3n nmonm M nK in nH nG nF nE nD nc nB An ELECTRICAL ROOM #1 RTU-1 9 P_ --� (4) 18 TWISTED IN 3/4" GA., TWO CONDUCTOR PAIR SHIELDED CABLE C. RTU-20 ><1 T if 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1/2" C. 0 I BW-7,9,11 (208V., 30, 4W) o I BW-2,4,6 (208V., 30, 4W) BW-1,3, 5 (208V., 30, W) 14'-2" J BW-8,10,12 (208V., 30, 4W) RTU-17 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1/2" C. BUSWAY #3 RTU-16 BUSWAY # BUSWAY #1 2 Lo 12 -9 RTU-14 2 RTU-18 o RTU-15 IA 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1/2" C. if BUSWAY #4 if if J if if if PROVIDE A 4" x 4" x 2 COVER ON TOP SIDE OF JOIST WHERE INDICATED. LEAVE WIRE WIRE -NUTTED AND FAPED BOX. (FLOORING ROLLERS) 1/8" J.B. WITH BLANK BOTTOM CHORD OF 12" OF SLACK IN JUNCTION (3) #12, (TYPICAL (20 AMP. if if 20'-0" 27'-0" FHA CONDUCTOR TWISTED CABLE IN 1/2" C. (1) #12G., 3/4" CONDUIT. FOR 3 CARPET ROLLERS) 3 POLE) IONS FOR BUS WAY ARE NATE WITH LIGHTS, SPRI UCT SO AS NOT TO INTERFERE N OF EACH. APPROXIMATE. KLER HEADS, AND WITH THE 18 GA., TWO PAIR SHIELDED ! _-u ' RTU-9 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1/2" C. RTU-10 BW-13,15,17 (208V., 30, 4W) RTU-1 1 18 GA., PAIR SHIELDED RTU-12 RTU-13 �I CD TWO CONDUCTOR TWISTED CABLE IN 1/2" C. WIRE RACK ROLLER 20 AMP., 3 POLE BUSWAY #5 if if if �- - RTU-8 if PLUG-IN ENCLOSURE WITH (3) 20 AMP QO BREAKERS (TYPICAL) if RTU-7 BW-14 (208V., BUSWAY #6 16,18 30, 4W) o RTU-6 RTU-4 - i ALL BUS PANELS SHALL HAVE BREAKERS EXCEPT THE CARPET RACK ROLLER. THESE BUS PAN WITH (1) Q0320 BREAKER EACH. 3) 20 AMP, 1-POLE ROLLERS AND THE WIRE LS SHALL BE EQUIPPED (20 AMP., 3 POLE) - --- � - RTU-5 if 18 GA., TWO CONDUCTOR TWISTED PAIR SHIELDED CABLE IN 1 TWISTED IN 1/2" C. 5'-0" TWISTED 1/2" C. TWO CONDUCTOR TWISTED CABLE IN 1/2" C. 18 GA., TWO CONDUCTOR PAIR SHIELDED CABLE �2" C. 18 GA., TWO CONDUCTOR PAIR SHIELDED CABLE IN 18 GA., PAIR SHIELDED f,.*�"� -.�.� RT -2 RTU -1 I 1t i\ I Fl: IT 1pt4,m ERV-z�r 3 IT � 1� � ,E�l RTU- ROOM #2 � l-E �AF�EA FOI.UEF-, FLAN r;IfSCALE 111- 20' — O" HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET A POST BID SEET ISSUE DATE ISSUE DATE DATE DESCRIPTION /24/02 2 RACKING PLAN 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 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. • • • • m 4V)0 0wW w E-� �a w o � a < 2N2u o �wa m�vo � P w�0 ,� o a goo# z o O zb 0 o � r, �yy\\ C, 0 o�� 3 gp00 00 aC\ o a • • e �Z �� Q ®CV Lo z N MI6 ■ %�j m� Ya UcLu o � z LTA w U RTU ^ Q 1/2" HEX HEAD BOLT ~�h in Z mi V w o0 1 /2" FLAT WASHER o � Lo �— Z N TOP CHORD OF BAR JOIST w U `° 1/2" FLAT WASHER KEEP AS SHORT AS BLANK COVER WITH "LABEL" IN STEEL JUNCTION BOX POSSIBLE - IN NO 1/2" HEX NUT BOLD FELT TIP MARKER. SIZE PER N.E.C. CASE SHALL BUSWAY COMPRESSION FITTING 1, >I 1 2" BOLT E.M.T. 0O0 {, x -1 BO OF (4 x4"x2-1/8 MINIMUM) BE BELOW BOTTOM TTOM / CHORD OF JOIST. 1/2" HEX NUT 1/2" LOCK WASHER BUSWAY HANGER BRACKET 1/2" LOCK WASHER 1/2" HEX NUT NEUTRAL CHORD BAR JOIST "A" PHASE " VVIVI"r,"I VI\ JI InLL LI'/.JVI\- 11 Inl IYV 1 n1141 VVI\IIVV IIIL VLI LII `IV 1 n11Y1 I 1\VLILa.I ...l 1\LnvlIL.J LOCK WASHER THE BUSWAY, BUS PLUGS, OR BUS TAP BOXES. 1 /4" BOLT WITH NUT AND "B" PHASE TWO FLAT WASHERS "C" PHASE • 2 JUNCTION ACTION 50X I I OUI T I I �C�; GROUND BAR • SC,4Lr= 1/411 _,1_011 In clL w j m p w 0 Y w Z U U COLUMN 1/2" EMT, JUNCTION BOX & WIRING J ®- Q m BY ELECTRICAL CONTRACTOR. (D z COORDINATE WITH MECHANICAL z CONTRACTOR FOR EXACT SENSOR 0 ®� C;) N LOCATION. Q f` O RTU SENSOR BY MECHANICAL if CONTRACTOR. (n ®� o Q Lo _ o m w 7� ® Z Z LLIJ ® z QQ w Q Z 0 (I) o o Q J (n a 00 ORIGINAL ISSUE DATE: 4/15/02 PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET ISSUE DRAWINGTNUMBER m • in {o • q3 7 M 3 5USuJA� 1 IOU'NTINC� SCALE E5 SCALE 1/4 11=1 1-011 E-5 VII EL05 03.15.02 COMPUTER SYSTEM NOTES: SHEET NOTES: 1. ALL CONDUITS AND RACEWAYS SHOWN ON THESE DRAWINGS SHALL BE PROVIDED BY THE 10. INSTALL A 6NI5"x4" JUNCTION BOX (LABEL AS S.S.) AT THE ROOF JOISTS AND EXTEND A ® a „ » 1. EACH INDIVIDUAL 120-VOLT CP BRANCH CIRCUIT SHALL BE INSTALLED IN INDIVIDUAL „ CONDUITS FROM THE CP' ELECTRICAL SUB -CONTRACTOR. EMPTY CONDUITS SHALL HAVE A 220-POUND NYLON PULL » „ „LOWE 1 CONDUIT DOWN FACE OF WALL TO A 4 x4 x2' JUNCTION BOX LOCATED ON THE HINGE SIDE PANEL AND SHALL CONSIST OF THE PHASE CONDUCTOR, NEUTRAL CONDUCTOR, EQUIPMENT GROUND CONDUCTOR, ROPE INSTALLED BY THE ELECTRICAL SUB -CONTRACTOR FOR FUTURE USE BY OTHERS. SEE OF THE DOOR AND 12" ABOVE THE DOOR HEADER. AND THE YELLOW -STRIPED ISOLATED GROUND CONDUCTOR. ALL CONDUCTORS SHALL BE STRANDED COPPER AND GENERAL NOTES ON SHEET E-0. OME CENTERS, INC. SIZED AS INDICATED ON THE DRAWINGS. 11. INSTALL A 4 »x4x»2 » JUNCTION BOX ON NEAREST PIPE RAIL SO THAT BOX IS .O. BOX 1111 N. WILKESBORO, NC 28656 2. ALL YELLOW -STRIPED ISOLATED GROUND CONDUCTORS SHALL TERMINATE ON THE ISOLATED GROUND BUS IN 2. ALL CONDUITS AND RACEWAYS SHALL BE INSTALLED ACCORDING TO THE GENERAL NOTES ON SHEET E-0 AND ACCORDING TO ADDITIONAL NOTES INDICATED ON THIS PLAN. APPROXIMATELY 1 -0 ABOVE THE CENTER OF THE GATE. (LABEL AS S.S.) • REVISIONS PANELS CP-1 & CP-2. ALL SOLID GREEN GROUND CONDUCTORS SHALL TERMINATE ON THE EQUIPMENT GROUND 12. ALL CONDUITS INSTALLED IN UNHEATED AREAS SHALL HAVE COMPRESSION STYLE FITTINGS. PRE -BID SET POST BID SET O BUS. THE SEPARATION OF THE ISOLATED AND EQUIPMENT GROUNDS SHALL BE MAINTAINED AT ALL TIMES. THE 3. PULL BOXES INDICATED ON THIS DRAWING ARE THE MINIMUM REQUIRED BY THE OWNER. ISSUE DATE iSSUE DATE DATE DESCRIPTION GROUND BUS OF THE ISOLATED GROUND AND THE EQUIPMENT GROUND BUS IN PANELS CP-1 & CP-2 SHALL NOT THE ELECTRICAL SUB -CONTRACTOR SHALL INSTALL ADDITIONAL PULL BOXES AS REQUIRED BY „ „ „ „ „ „ ALL J WITH A SQUARE AROUND IT INDICATE THE LOCATION OF 8 BOX BE BONDED TOGETHER AT ANY POINT IN THE PANEL. THE N.E.C. (ALSO, THE P.O.S. SYSTEM, COMPUTER SYSTEM, SECURITY SYSTEM, CCTV SYSTEM, AN x8 x4 AND TELEPHONE SYSTEM, SHALL HAVE A PULL BOX EVERY 100 FEET MINIMUM WHETHER OR MOUNTED TO THE BOTTOM OF THE TOP CORD OF THE BAR JOISTS UNLESS INDICATED MO 5/24/02 2 RACKING PLAN REVISION 3. ALL "CP" BRANCH CIRCUITS SHALL BE COLOR CODED AS FOLLOWS: NOT INDICATED ON THE DRAWINGS.) PROVIDE BLANK COVERS ON ALL PULL BOXES AND LABEL OTHERWISE. ALL JUNCTION BOXES SHALL HAVE PRE -FORMED KNOCKOUTS. PHASE CONDUCTOR - RED INSIDE OF COVER WITH A BOLD FELT MARKER AS TO THE SYSTEM FOR WHICH THE BOX IS 14. INSTALL A 6"xISN4" BOX (LABEL AS S.S.) AT THE ROOF JOISTS AND EXTEND A 1" NEUTRAL CONDUCTOR - WHITE INSTALLED.ISOLATED GROUND CONDUCTORGREEN ELLOW STRIPE CONDUIT DOWN FACE OF WALL TO A 4"x4"x2" JUNCTION BOX LOCATED 36" ABOVE THE CABLE TRAY SPECIFICATIONS EQUIPMENT GROUND - SOLIDWGRENITH 4. ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATIONS OF ALL PULL BOXES CENTERLINE OF THE DOOR HEADER. EXTEND ANOTHER 1" CONDUIT FROM THIS 4X4 J-BOX TO . V_0" 1. NON -GALVANIZED, SUITABLE FOR PAINTING, STEEL WITH OTHER TRADES. THE RIGHT AND DOWN THE FACE OF THE WALL TO A 4N4"x2" JUNCTION BOX LOCATED 6" 2. SOLID BOTTOM, OPEN TOP, 9" WIDTH x 3-1/2" H. 4. DUPLEX RECEPTACLES FOR "CP" CIRCUITS SHALL BE SOLID ORANGE COLORED WITH AN ORANGE TRIANGLE A.F.F. AND 6" TO THE RIGHT OF THE DOOR TRIM. MIN 3. STRAIGHT LENGTHS - 144" MAX CONTAINED BY A CONTRASTING BORDER. 5. ALL BENDS IN CONDUITS FOR SYSTEMS LISTED IN NOTE 3 SHALL BE MADE WITH LONG CABLE SHALL 4. HORIZONTAL BENDS (ELBOWS) 12" RADIUS SWEEPS EXCEPT THAT 8"x8" BOXES MAY BE USED AT THE CORNERS OF THE BUILDING. 15. INSTALL A 4"x4"x2" JUNCTION BOX ON THE PIPE RAIL AT APPROXIMATELY 12'-0" A.F.F. TRAY BE INSTALLED 1'-0" MINIMUM TO INSIDE SIDERAIL. 5. MINIMUM SIZE RACEWAY FOR ALL "CP" CIRCUITS IS 3/4" CONDUIT. BESIDE THE SLIDING GATE ON THE LATCH SIDE AND EXTEND A 1" CONDUIT DOWN TO 4'-0" FROM CENTERLINE OF SPRINKLER AS MEASURED 5. HORIZONTAL TEES, WIDTH TO MATCH TRAY, 12" 6. ALL CONDUITS FROM THE SALES FLOOR SYSTEMS GOING INTO THE OFFICE AREA SHALL BE A.F.F. HORIZONTALLY FROM CENTERLINE OF SPRINKLER 6. NO DATA CABLES INTENDED FOR USE BY DATA SYSTEMS OR POINT -OF -SALE SYSTEMS SHALL BE INSTALLED WITH INSTALLED WITHOUT INTERRUPTION FROM THE SALES FLOOR TO THE POINT OF TERMINATION. RADIUS TO INSIDE SIDERAIL. MORE THAN THREE 90' BENDS BETWEEN PULL BOXES. 16. INSTALL A IBN6N4" JUNCTION BOX ATTACHED TO THE BOTTOM OF THE TOP CHORD OF TO NEAREST EDGE OF CABLE TRAY. 7. INSTALL A 6"x6"x4" JUNCTION BOX AT THE ROOF JOISTS (LABEL "SS") AND EXTEND A 1 " THE BAR JOISTS AND LABEL "SS." EXTEND A 1" CONDUIT DOWN FACE OF WALL AND 7. BOND ALL DATA RACEWAYS TO THE AC POWER RACEWAY CONDUITS AT THE COMPUTER LOCATION. CONDUIT DOWN FACE OF WALL. TERMINATE AT 12" ABOVE HEADER HEIGHT. FOR SECURITY TERMINATE AT 12" ABOVE THE DOOR HEADER IN A 4"x4N2" JUNCTION BOX. EXTEND A 1" MOTIONS IN OFFICE AREA. CONDUIT STUB THROUGH THE WALL AT THIS LOCATION FOR SECURITY IN THE VESTIBULE. 8. PROVIDE A 220 POUND NYLON PULL ROPE IN EACH DATA CONDUIT AND RACEWAY FOR FUTURE CABLE INSTALLATION BY OTHERS. 8. ALL SYSTEM CONDUITS, JUNCTION BOXES, AND PULL BOXES ON THIS PLAN SHALL BE 17. INSTALL A 3/4 UNDERGROUND CONDUIT FROM LP OFFICE AREA TO SITE LIGHTING POLE THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE INSTALLED TO THE BOTTOM OF THE TOP CORD (AS HIGH AS POSSIBLE) AND SHALL HAVE THE NEAREST THE MAIN ENTRANCE. THE CONDUIT SHALL BE COORDINATED WITH THE INSTALLATION ORPART ISITTENC 9. REFER TO SHEETS THIS SHEET, E-7 AND E-8 FOR ADDITIONAL "CP" SYSTEM NOTES AND DETAILS. COVERPLATES FACING DOWNWARD. SEE MOUNTING DETAIL 3-E9. OF THE POLE BASE AND SHALL HAVE A 220-POUND NYLON PULL CORD. THE CONDUIT SHALL NSENTIOFLOW'SHOMEENTES,IN WRITTENCENTERS, INC. T02001 ALL RIGH`TSR RESERVED BE CLEARLY MARKED OR LABELED AS THE POLE MOUNTED CAMERA CONDUIT. STIPULATION FOR REUSE 9. INSTALL A 1" CONDUIT DOWN FACE OF WALL TO A SINGLE GANG BOX MOUNTED @ THIS DRAWING WAS PREPARED FOR USE ONA 5'- 0 A.F.F. THIS IS FOR SECURITY SYSTEM KEYPAD. 18. COORDINATE JUNCTION BOX LOCATION AND CONDUIT REQUIREMENTS FOR THE SLIDING SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON OPENER SECURITY DEVICES. 04/15/02 AND IT IS NOT LEDOOR DIFFERENT PROJECT SITE ORTATA LATTER TIME.USEN 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. • R Q P N.03 N M.01 M L K J H G F E D C B A PROVIDE A 1 2" C. / PROVIDE A 1 /2" C. THROUGH MASONRYWALL THROUGH MASONRY @ BOTTOM OF WALL @ BOTTOM OF BAR JOISTS. MOUNT A BAR JOISTS. MOUNT A CHROME ESCUTCHEON CHROME ESCUTCHEON PLATE ON BOTH SIDES 9 NOTE 3 J PLATE ON BOTH SIDES OF WALL. OF WALL. J� ELECTRICAL ROOM #1 ( / G � NOTE 11 NOTE 11 • j NOTE 14 NOTE 10 NOTE 10 NOTE 10 7 3 G. PROVIDE A 3/4" THOUG MASONRY z WALLL @HBOTTOM F » NOTE 14 1 CONDUIT DROP TO TRASH %j BAR JOISTS. MOUNT A O W COMPACTOR CHROME ESCUTCH PLATE ON BOTH SIDES ON To� OPENING. OF WALL. Q a N m u � coa u o co 8 NOTE 14" 0 gig NOTE 3 NOTE 10 NOTE 10 NOTE 14 NOTE 3 Wzw zoo NOTE 14 1 /2"C. FOR TELEPH NE. RUN 1-1/2" CONDUIT (TYPICAL) W z z R CONDUIT TO NEAREST CABLE TRAY. FOR SECURITY SYSTEM �L•7 '-' 9" CABLE TRAY (TYPIC L) NOTE 3 SEE SPECIFICATIONS T IS NOTE 3 SHEET. 7 NOTE 10 NOTE 10 CP2-24 9" CABLE TRAY (TYPICAL) RP1-14 4 -0 "C. MOUNT THIS W.P. OUTLET ADJACENT SEE SPECIFICATIONS THIS RP1-8 TO SECURITY SYSTEM PULL BOX. 1 SHEET. CP1-4 CONNECT TO SECURITY SYSTEM CIRCUIT CPO 6. 4,-2„ CP1- 4"x4"x2-1/8" J.B. RP1-16 • MOUNTED ON BOTTOM 3/4"C. (TELE) CHORD OF JOISTS. 3'-7" (+/-) FROM CP1-5 CL OF COLUMN TO 13'-6" 14'-8" CL OF CABLE TRAY. 10'-2" 6 RP1-10 -16'- 6" NOTE 3 SEE® 3'-0" CP1-2 17'-2" 0 o RP1-12 10> 2 JB 6'-1" (+/-) FROM CL OF COLUMN CL OF CABLE TR TO Y. o �, o B ° CP1-3 i Q d J ALL CABLE TRAY SHALL BE b o o @P JQ 1'-0" FROM SPRINKLERS. � p 8O NOTE 18 (SEE DETAIL THIS SHEET.) ;I p° o 00 il! � ... O0 MOUNT TELE. BOX �, � ® 48" ABOVE SLAB. J2 5 v ♦► 7'-2" (+/-) FROM r o - CONDUIT RUNS FOR THE GARDEN CENTER SALES DESKS RP2-58 CL OF COLUMN TO SHALL BE RUN TiUGH BLOCK WALL AND MOUNTEDTO CL OF CABLE TRAY. THE BOTTOM OF THE TOP CHORD OF ALL JOISTS AND PROVIDE A 3/4" C. GIRDERS AND CONTINUED TO THE JUNCTION BOX OUTLET THROUGH MASONRY GROUPINGS. JUNCTION BOX OUTLET GROUPINGS SHALL WALL @ BOTTOM OF 9" CABLE TRAY (TY ICAL) BE MOUNTED TO THE BOTTOM OF THE TOP CHORD OF BAR JOISTS. MOUNT A 9" CABLE TRAY (TYPICAL) SEE SPECIFICATIONS THIS GARDEN CENTER TRUSSES. SEE DETAIL 3-E9. CHROME ESCUTCHEON PLATE ON BOTH SIDES SEE SPECIFICATIONS THIS SHEET. SHEET. .-. Lo LL OF WALL. RP 1-18 2 !� 0 " -32 CP1-9 15' FROM fo u Lo 40 Z M 4 RP 4�r___ I =___.____ CP2-13 - (+/-) CL OF COLUMN TO CL OF CABLE TRAY. 00 O� Lo � ____ 7'iO" U YC'� i RP2-30 RP2-28 18 RP1 20 �j Y I » » 8 x8 x4 J.B. S MOUNTED - - - SIZES FOREACH CP -12 CP2-11 CP1-8 .� �- i BOTTOM OF TOP CHORD SALES DESK ' NOTE 3 OF BAR JOISTS. " ��" "� " „ 1 -1 (+/-) FROM CL OF COLUMN TO -0 ' ® Q u1 00 Lu GARDEN C NTER AREA. INS ALL ! CL OF TRAY. H j CD I I MOUNT WP ISOLATED GROUND OUTLET TO { I ^ THESE CO DUITS TO ' CABLE 15'-0" 15'-0' 15'-0' 15'-0" 9'-4" 7' RP2-26 1 ' w 't CO --- I » » 8 x8 x4 J.B. 1 g'-g" 19 CL ® 00 L ---t - `~ i t"C. TEE BAR JOIST 1"C. TELE RP2-18 RP2-20 RP2-22 CP2 10 1 - 22' 0" - 46' 0" I�1 c� � u - -- _^ 1-1 2"C. POS i-1 2 C. POS „ � 19'-7" (+/-) FROM = Co TO SALES CONDUITS ESK 9 CABLE TRY (TYPICAL) J C OF COLUMN T[ RP1-22 I FROM J.B.'S SHALL 1 "C. ; SEE SPECIFI ATIONS THIS CP2-3 C 2-5 C 2-7 C OF CABLE TRAM. • j RP2-10 NOTE 18 SHEET.40 CP1-6 z z I MOUNT JUNCTION BOXES TO J RP2-16 iiiiiiiii ..... I ....... ...... - ....... ............. RP2-24 RP1-24 { CP2-4 P BOTTOM OF TO CHORD OF ( RP2-12 RP2-8 RP -14 TRUSS. SEE DETAIL 3-E9. I - 1 /2 CONDUIT 15 CP 1-7 2 } a. m - T=i- ( 1-1/2" CONDUIT (TYPICAL) CP2-1 JP RP2-60 J TO CABLE TRAY CP2-9 o I CP2-2 I \ P276 CP 2-8 FOR SECURITY SYSTEM DUIT SEES DTETAIL 8 ELLITE CONDUIT J J (TYPICAL) FROM JB TO CAMERA J _ of I L5 Y _ LTJ NOTE 11- "NOTE 1 1 NOTE 1 1 NOTE 10 1 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 J NOTE 18 NOTE 7 NOTE 3 1 1 NOTE 10 �- NOTE 16 NOTE 16 NOTE 3 NOTE 1 1 NOTE 1 1 NOTE 1 1 i $ _ +QFl 0 a Q J I 2 LAI N''� I w �� J � U } j SEE SHEET E-9-�`'"'�`�" ; ,R- -_ _ -J-- 12 -6 18 -9 NOTE / NOTE 10 SEE SHEET E-9 FOR UNDERSLAB� -- I FOR UNDERSLAB SECURITY CONDUITS. I SECURITY CONDUITS. NO E 18 FMZ O 9 CONDUIT AT 25' A.F.F. IN FOR CORNER -MOUNTED, CORNER 270', NOTE 10 J NOTE 18 N E 10 ®o ®®®6 6 FT-1' o ® o ® O J ®� J PAN -TILT -ZOOM CAMERA CAMERA I ( BY OTHERS). 1 1'� I NOTE 10 NOTE 10 J1I �,.,� o 0 0 0 Z Q L.L O Q ®� o o J J U) ROOM #2 N TE 10 J _ LL O O APPROX. LOCATION OF 8"x8"x4" J.B. (NOTE 6) ) SEE SHEET E-7 FOR CONDUIT W W W �, z6 J > Z z U z COMPUTER AND TELEPHONE SEE DETAIL SHEET E- LAYOUT IN OFFICE AREAS. m > w �_ JUNCTION BOX (PATCH PANEL) (2) 3" CONDUIT TO SEE SHEET E-7 PROVIDE A 1 /2" C. THROUGH MASONRY WALL @ BOTTOM OF BAR JOISTS. MOUNT A CHROME �/�Q O - COMPUTER JUNCTION BOX C) J vl (n a ESCUTHEON PLATE ON BOTH SIDES OF WALL. • (2) 3" CONDUITS TO ORIGINAL TELEPHONE JUNCTION BOX ISSUE DATE: 4/15/02 J LLL O PERMIT SET ISSUE DATE: 15/02 C,4LT AB A E) �j C, COEDUjT FLAN I CONSTRUCTIONN SET SET ISSUE DATE: /� II 5CALE III = 20I-011 //�� DRAWING NUMBER: C.11 B.29 B.03 .22E-6 VII EL06 03.15.02 • E Y Y • GENERATOR FEEDER. CONNECT "FIRE PUMP" FEEDERS DIRECT TO GEN-SET BUSS. CONTACT GEN-SET MANUFACTURER FOR LUG AND/OR BUSS KITS. "FIRE PUMP" CONDUITS �1) 2-1/2 AND (1) 1" CONDUIT FOR FIRE PUMP FEEDER AND SHUNT TRIP CIRCUIT TO SPRINKLER ROOM WE' (4) #1/0 THNN, (1) #6G. RUN IN 2" C. UNDERGROUND TO 150 AMP. "ELS" TRANSFER SWITCH IN ELECTRICAL ROOM. (2) RUNS OF (4)350 MCM & (1) #1G. EACH RUN IN 3" C. UNDERGROUND TO 600A. lill TRANSFER SWITCH IN ELECTRICAL ROOM. CIRCUITS FROM PANEL RP1-33,35,37 TO JACKET WATER HEATERS AND TO BATTERY CHARGER. 1 " CONDUIT WITH (1) 15 CONDUCTOR CABLE #3 - (BELDEN #8623). ROUTED FROM GENERATOR "TS3" TO TERMINAL BLOCK BC" IN CONTROLS SECTION. SEE SHEET E-10 FOR WIRING DETAILS. RADIATOR END RATOR SET IN GENERATOR SHALL BE FASTENED TO 'ROOF ENCLOSURE TANK W/FOUR 5/8" A-325 BOLTS ONE AT EACH CORNER MOUNTING HOLE LOCATION. B-BASE FUEL TANK GENERATOR TANK SHALL BE ANCHORED TO CONCRETE PAD W/6 HILT] KWIK BOLT II EXPANSION ANCHORS CONCRETE SLAB 1/2"D X 3-1/2"LONG, ONE Al EACH CORNER AND ONE MIDWAYS ON EACH SIDE ELECTRICAL SUB -CONTRACTOR SHALL PROVIDE A COMPLETE SET OF DRAWINGS TO GENERAL CONTRACTOR SHOWING LOCATION OF ANCHOR BOLTS FOR SUB -BASE FUEL TANK. DO NOT SCALE THIS DRAWING TO DETERMINE EXACT CONDUIT STUB -UP LOCATIONS OR EQUIPMENT SIZES. ELECTRICAL CONTRACTOR MUST OBTAIN A SET OF SHOP DRAWINGS FROM THE SWITCHGEAR MANUFACTURER PRIOR TO ROUGHING -IN. �4EMATIC INSTALLATION pIA G:�F� AM OF G;EN-SEfi \\E7/ SCALE 3/4" CONDUIT FOR CABLE #2 TO ELS ATS. SEE SHEET E-10 FOR WIRING DETAILS. "ELS" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. "ELS" NORMAL SOURCE FEEDER FROM LP1A. SEE SHEET E-12 FOR FEEDER SIZE. CONDUIT STUB UP AREAS (TYPICAL) "ELS" GEN-SET FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. 1" CONDUIT WITH "ELS" CONTROL WIRING. DEDICATED TELEPHONE OUTLET FOR BUILDING ENERGY MANAGEMENT SYSTEM ® 8'-0" A.F.F. - SURFACE MOUNT ABOVE "BMS" CABINET. RUN A 3/4" CONDUIT & 2 PAIR PHONE CONDUCTOR TO TELEPHONE BACKBOARD. GEN-SET ANNUNCIATOR WALL MOUNTED AT 44" A.F.F. TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2-1/2" CONDUIT FOR FIRE PUMP. ROUTE FROM PULL SECTION TO SPRINKLER ROOM. CONTRACTOR SHALL FURNISH AND INSTALL BELDEN 8719 CABLE IN 1" CONDUIT UG. ELECTRICAL CONTRACTOR SHALL LEAVE 6' OF CABLE A.F.F. FOR CONNECTION BY POWERBOX SOLUTIONS START-UP TECHNICIAN. 3/4" CONDUIT FOR CABLE #3 TO GEN-SET. SEE SHEET E-10 FOR WIRING DETAILS. 3/4" CONDUIT WITH (5) #14 AWG STRANDED CONDUCTORS TO GEN-SET ANNUNCIATOR. 3/4" CONDUIT FOR CABLE #1 TO MDPB ATS. SEE SHEET E-10 FOR WIRING DETAILS. "MDPB" GEN-SET FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. BOTTOM FEED - EMERGENCY BOTTOM FEED - NORMAL BOTTOM FEED - LOAD "BC" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. OVERHEAD BMS CONTROL WIRING (9) #12 CONDUCTORS IN 1" CONDUIT OH. ELECTRICAL 7'-0" CONTRACTOR SHALL LABEL BOTH ENDS OF CONDUCTORS (1-9). CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR IN TOP OF CABINETS TO TERMINAL STRIPS LABELED 1-9. 1" CONDUIT FOR CABLE #4 TO UPS. - SEE SHEET E-10 FOR WIRING DETAILS. "ELS" PANEL FEEDER SEE SHEET - "LP 1 A" \"HVAC1" n6 "CP 1 " SECTION MC "MDPA" 5'-4 3/4" 600 AM "MDPI B"-ATP S 20' FOOTING GND. RP1-26 � IDPB "RP1" P1�6BW5 XA 75 KVA 1lllll » + n -TX 4'-7A 5'-5" 4'-10" 1/4II e 11 _o11 GFFI CONDUIT PULL AREA CONDUIT PULL AREA #3/0 CU. GND 1" CONDUIT CONDUIT PULL AREA IN Yam' �lXC.%JUST N?R, ,i: "SLB" "SLA" "LP2B""LP2A" \ CONDUIT PULL AREA (TYPICAL) ELECTRIC ROOM 2 OVERHEAD BMS CONTROL WIRING (11) #12 CONDUCTORS IN 1" CONDUIT OH. ELECTRICAL CONTRACTOR SHALL LABEL BOTH ENDS OF CONDUCTORS (1-11). CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR IN TOP OF CABINETS TO TERMINAL STRIPS LABELED "RP3" COND IT PULL 1-11. AREA 11.5 KVA RP2 R2P2-TX "UF " $ 1 [6" 4' -7" ' 5'-4" PANEL "ELS" LOCATED IN A 2-HOUR RATED ENCLOSURE. REFER TO "CP2" CONDUIT PULL AREA � ELECTR,4 ICL RM OO#2 POUJER FLAN E� SCALE PAD MOUNTED TRANSFORMER 17'-0" ELECTRICAL STUB UP AREA. 0 z w GEN-SET Q 9'-o" s , SEE (19�1 FUEL FILL may. CONCRETE PAD - 11'-5" RP1-33 BATTERY CHARGER SUB -BASE FUEL TANK RP1-35,37 JACKET WATER HEATERS (TO BE COORDINATED WITH GENERATOR MANUFACTURER) n 2-1/2" CONDUIT FOR FIRE PUMP. ROUTE FROM GEN-SET PULL SECTION TO SPRINKLER ROOM. 1" CONDUIT WITH (2) #10 FOR FIRE PUMP SHUNT I / & - I - SG/ TYPICAL PANEL CONDUIT PULL TYPICAL PANEL AREA (2000 AMPS) CONDUIT PULL 3'-6" AREA (800 AMPS OR LESS) 3n 1 sosks, 3" 1" NOTE: NOTE: ALLOW FOR SEE RECOMMENDED AN ADDITIONAL 1" AREAS FOR CONDUIT FROM WALL. PULLS SHOWN ON ENLARGED ELECTRICAL ROOM PLANS. • NOTES: 1. UNLESS NOTED OTHERWISE, PROVIDE ONE NOTE: ELECTRICAL CONTRACTOR SHALL EMPTY 3/4" CONDUIT WITH NYLON PULL CORD COORDINATE/VERIFY TELEPHONE SERVICE FROM EACH INDIVIDUAL TELEPHONE OUTLET L a EmmuE �L 0 W Emr ( >--) OR (PO-) TO TELEPHONE BACKBOARD HOME CENTERS INC. ENTRANCE CONDUITS QUANTITY, SIZE, AND MOU 6" ABOVE FINISHED CEILING FOR AND FROM EACH INDIVIDUAL COMPUTER DATA ROUTING WITH LOCAL TELEPHONE COMPANY. SAT E SYSTEM. CABLE PULL BOX (0-) OR (0-) TO P.O. BOX 1111 N. WILKESBORO, NC 28656 Y RUN 3/4" C. TO CLASSR00 COMPUTER TERMINAL JUNCTION BOX. EEVE THRU WALL FOR SATELLITE DISH (4) 3" CONDUITS FROM SALES C LE BOTTOM OF BAR JOISTS REVISIONS FLOOR CABLE TRAY. 2. WHERE OUTLET GROUPINGS OCCUR, MOUNT PRE -BID SET POST BID SET 2) 1-1/2" TO PERIMETER LOOP FOR SECURITY ALL BOXES AS CLOSE TO EACH OTHER AS ISSUE DATE ISSUE DATE SYSTEM. SEE SHEET E-6. PRACTICAL. DATE DESCRIPTION lh COMPUTER MOUNT JUNCTION BOXES TO BOTTOM 5 24 02 2 RACKING PLAN REVISION CP2-18 OF ROOF JOISTS. 3. CEILING INSTALLER SHALL COORDINATE WITH NEMA 1, 24" x 24" x 8" ENCLOSURE " THE GENERAL CONTRACTOR TO BLOCK AROUND W/SCREW TYPE COVER FOR MOUNT (4) DUPLEX OUTLETS ®6 O.C. THE PANELS IN THE ELECTRICAL ROOM TO RP3-24 CP2-16 CP2-20 COMPUTER JUNCTION BOX. MOUNT ® AND ® 10'-0" A.F.F. LEAVE A 10" SPACE ALLOWANCE FROM WALL 4'-0" A.F.F. (FOR COMPUTER DATA MOUNT ® 1'-0" A.F.F. FOR CONDUITS FROM PANELS TO SPACES CONDUIT ONLY). / JUNCTION BOX MOUNTED ABOVE CEILING. 3/4"C. TO COMPUTER ® 30" A.F.F. WITH 1/2" Y JUNCTION BOX. EMT ROUTED TO GENSET CONTINUED IN SPRINKLER ROOM CONTROLLER. ID TELEPHONE/ MOUNT GROUPING DATA (4) #2, 1-1/2"C. RUN TO 24" x 24" x 8" ENCLOSURE ID 042" A.F.F. PANEL "RP2". RP2-76,78 NEMA 1, W/SCREW TYPE COVER FOR (2) TWO DUPLEX RECEPTACLES BATT (FOR MALE CORD &PLUG). TELEPHONE JUNCTION BOX. MOUNT ® IN (1) FOUR GANG BOX. 1-1/2-C. 4'-0" A.F.F. (FOR TELEPHONE SURFACE MOUNTED. UPS RUN 0 PANL CONDUIT ONLY). CP2-22 CP2-21 7 "CP2". (FOR MALE GBM CORD & PLUG). 0 1 0 THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE (2) 4" TELEPHONE SERVICE CONDUITS. 2'-On WRITTENICONSENTOFLOWE'SHOMECENTERS,HIBITED WITHOUT THE INC. COORDINATE WITH TELEPHONE COMPANY. SHALL COPYRIGHT 2001 ALL RIGHTS RESERVED Y BE INTERMEDIATE METALLIC CONDUIT OR PVC 3 „ „ „ " STIPULATION FOR REUSE SCHEDULE 40). - CONDUITS SHALL BE GROUNDED JUNUION BOX 8 x8 x4 JUNCTION BOXES STHIS PEC TFIICC SITE ATASAN ORD FL PREPAREDFOR USE ONA TO BUILDING STEEL AND IN ACCORDANCE WITH UPS MONITORING TO CONTEMPORANEOUSLY WITH ITS ISSUE U E ON T N.E.C. ARTICLE 800. BMS CONTROLLER DIFFERENT PROJECT SITE OR AT A LATER TIME. USE SE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON TELEPHONE EQUIPMENT BOARD. 4x8 SHEET OF PLYWOOD DISTRIBUTION HUB UPS CORD AND PLUG EQUIPMENT, HARD ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. PAINTED WITH FIRESTOP PAINT ON FRONT AND BACK MOUNT RECEPTACLE PIPE FROM JUNCTION BOXES BACK TO REPRODUCTION OF THIS DRAWING FOR REUSE ON n n " n ANOTHER PROJECT IS NOT AUTHORIZED AND IS 1 #6 THW GROUND WIRE. CONNECT TO COMMON ®4'-0" A.F.F. RP2 AND CP2 PANELS. MOUNT CONTRARY TO THE LAW. GROUNDING ELECTRODE CONDUCTOR IN SPRINKLER ROOM. JUNCTION BOXES ®24" A.F.F. CONNECT • • SEE DETAIL 1-E8 . STRAP TO TELEPHONE EQUIPMENT MOUNT RECEPTACLE UPS CORDS AND PLUGS TO JUNCTION ( ) ® 6" A.F.F. BOXES. PLUG INTO UPS. BOARD. LEAVE 36" OF SLACK COILED 0 BOARD. S TELEFHONE/EDATA F,,0011 ELECTFZCAL FLAN Y �El) SCALE 1/4II = 11_0II 4 El RE CE I V I NG� OFFICE f OLUE 1R FLAN SCALE RP2-45,47 NEMA 6-20R THESE OUTLETS ARE - FOR TESTING RETURNED MERCHANDISE. 2' RP2-49 RP2-55 CP2-15 RP2-53 COPIER RP2-57 1-1/2" C. TO COMPUTER JUNCTION BOX. (2) 2" CONDUITS FOR CABLE ACCESS SERVICE BELL - FROM LP ROOM GOING UP WALL AND ENDING AT BAR JOIST. NEED MOUNT OUTLET AT SAFE - ELECTRICAL CIRCUITS IN PLUGMOLD TO @72" A.F.F. (THIS POWER MONITORS, VCR'S, AND CAMERA OUTLET ONLY). CONTROLLERS. ALSO NEED A QUAD 1/411 _ 11_011 MOUNT THESE JUNCTION BOXES TO THE BOTTOM OF THE TOP CHORD OF THE ROOF JOISTS. THESE JUNCTION BOXES ARE FOR STORE SET-UP AT SERVICE DESK. 1-1/2" C. TO TELEPHONE EQUIPMENT BOARD INSTALL J.B. FOR TELEPHONE AND COMPUTER CONDUITS @ 10'-0" A.F.F. AS SHOWN. (ALL CONDUITS DIRECTED TO THESE J.B.'S SHALL BE CONCEALED ABOVE OR WITHIN C] 0 o � 00 �12 o o o n o�� o O o0 �. 0400 G • i TRIP CIRCUIT. ROUTE FROM LOAD SHED CONTACTOR OUTLET UNDER COUNTER TO POWER MOUNT OUTLETS IN AND AROUND OFFICE AREA STUD WALLS. • • E-12 FOR FEEDER SIZE. CP2-14 CONDUITS SHALL BE ALLOWED TO BE IN FIRETROL CONTROLLER TO GEN-SET 600 AMP OTHER DEVICES SUCH AS ALTRONIX LP OFFICE, MONEY AND PICK-UP SHUNT TRIP BREAKER. �. INSTALLED EXPOSED DIRECTLY ABOVE Lo LL 2-1/2" CONDUIT FOR FIRE PUMP. POWER SUPPLY. ROOMS © 42 A.F.F. (TYPICAL). OFFICE AREA). TELEPHONE JUNCTION � to N � ROUTE FROM PULL SECTION TO BOX TO BE 16 H. x8"W x 6"D AND SPRINKLER ROOM. #3/0 COPPER COMMON GROUNDING ELECTRODE CONDUCTOR RP2-46 COMPUTER JUNCTION BOX TO BE p ® z N IN 2" PVC SCHEDULE 40 CONDUIT. SEE E-8 FOR DETAILS. 120VAC-24VAC TRANSFORMER. ROUTE 1/2" CONDUIT AND 8"H x 8"W x 4"D. M „ " 18 GA. 2 CONDUCTOR DOORBELL CONDUCTOR FROM Ib LP2A PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. TRANSFORMER TO WALL MOUNTED PUSH BUTTON. ROUTE OLo co O "SLA" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. (2) #14 GA. TO SERVICE BELL LOCATED IN CUSTOMER U) w SERVICE AREA. O NOTE: KEEP AREA AT 2-1/ 8 x 4 U J "CP1" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. i RP3-26 MONEY DROP CLEAR OF JUNCTION BOX "RP2" TRANSFORMER FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. I ANY OUTLETS, CONDUITS, FOR PUSH I ETC. 'CKK-UP BUTTON BELL ~ Z i RP3-28 RECESSED IN Y "LP1 B" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. WALL. .j "SLB" PANEL FEEDER. SEE SHEET E-12 FOR FEEDER SIZE. CP2-17 �I o C3 w0 �_70 ~ co 0 � ELECT ICAL 001-1 1 fOLUE FLAN - L'� ujco 2 -i 1-fONE� FIC< Uf ETU N5 A1�EA fODUE1� FLAN N Lo SCALE 1/411 _ 11_�11 El SC LE 1/4II _ 11_�II Z � U� s - • RP3-2 I .� z vEND RP3-4 ABSOLUTELY NO SUBSTITUTIONS ON 15 SHUNT -TRIP CONTROL CONDUIT AND CONDUCTORS 1" CONDUIT, WITH (1) #10 RP3 E6D CONDUCTOR BELDEN CABLE #8623. CONTRACTOR RED & (1) #10 WHITE WIRED TO CONTACTS 81 82 19A 19B IN FIRETROL VEND 1/2"C. TO "TS3" SHALL BE RESPONSIBLE FOR REPLACING CABLE CONTROLLER TO GEN-SET - SEE SHEET E-10. RP3-8 TELE/DATA ROOM. THAT DOES NOT MEET THIS SPECIFICATION. VEND 2-1/2"C. TO PULL AND FIREPUMP SECTION IN ELECTRICAL RM #1. RP3-10 VEND 1/2"C. TO SEE ARCHITECTURAL SHEET A-4.1 FOR TELE/DATA ROOM. EXACT LOCATION OF HAND DRYERS. >- m 0 w Y U W U 2-1/2 C. TO GEN-SET ELECTRICAL STUB -UP AREA Q 0 RP3-12 ® m - TO L DATA RP3-14 ROOM RP3-1 � MICROWAVE REFRIGERATOR RP3 2 RP3 20 RP2- ,64 - RP3-18 (COPIERj PIO (f) O 9 f RP3 13 ATER „ „ CP2-19 J „ CP2-24 RP3-16 _-�• .�--' � ELS-14,16,18 1 CONDUIT TO SECURITY SYSTEM f% MOUNT TELEPHONE RP3-11 � EI x8 x4 JB to W Q ® LL , PANEL FROM SPRINKLER RISER RP2-38 m OUTLET @ 50" A.F.F. 7160 J L os CLASSE00 r _ _1 0 Id o sir PUY FRE PIMP ELECTRICAL J 3 4"C. " I < o p o LWIT LI FR Y/ 0 C 2-2 _ - - -- SEE 5E � BgEA� 1 /2"C. TO J P2-66 3/4 C. - w � (n � p E� TELE DATA LP2B-32,34,36 RP2-44y '� / WOMEN L HW R IRC. PUMP U W W LL z FIREPUMP COMBINATION SEE 6� ROOM. RP3-15 - Z CONTROLLER BY SPRINKLER RP2-54 ® �� ,.__ ` 1 /2"C. TO LL � � Z w CONTRACTOR. COORDINATE WITH ggH SEE NOTE TELEPHONE/DATA Y=`+Tk 1 PICK-UP J J TELE/DATA LL p O ��/� Q o SPRINKLER CONTRACTOR. SPRINKLER ( I J J ROOM. O 0- _j V J U� � 1 2"C. • e ORIGINAL ELECTRIC BASEBOARD HEATER 3/4" C. TO ISSUE DATE: 4/15/02 (4) #4, (1) #8G., 1-1 /2 C. 1 CONDUIT WITH (1) 15 CONDUCTOR CABLE #4 - (BELDEN #8623). 1 2 C. TO ELECTRICAL CONTRACTOR SHALL UNDERGROUND TO PANEL "ELS" ROUTED FROM UPS CONTROLLER TO TERMINAL BLOCK "TBC" IN "CP2" NOTE: MOUNT ALL JUNCTION SATELLITE / PERMIT SET TELE/DATA ROOM. PROVIDE AN ELECTRIC BASEBOARD PANEL. SEE SHEET E-10 FOR DETAILS. BOXES ABOVE LAY -IN CEILING RECEIVER ISSUE DATE: 4/15/02 HEATER, 1500W. ® 120V., 10. UNIT ELS-20,22,24 (SEE SHEET IN OFFICE AREA. FOR AUTOMATIC FAUCET POWER - MOUNT (4) JB'S AT 9 -6' A.F.F. ABOVE LOCATED IN SHALL HAVE BUILT-IN DPST E-12)• 4"x4"x2-1 /8" J.B. "F6" FIXTURE LOCATED CEILING. COORDINATE AND MOUNT (4) JB S UNDER SINKS ACCORDING TO TELEPHONE/COMPUTER CONSTRUCTION SET DETAIL 5-P1. E.C. SHALL INSTALL POWER SUPPLY ABOVE CEILING. E.C. ISSUE DATE: THERMOSTAT. MOUNT ELECTRIC MOUNTED � 30" A.F.F. IN "ELS" CLOSET. ROOM. BASEBOARD HEATER @ 2'-0" A.F.F. OFFICE �I I IE N SHALL COORDINATE POWER SUPPLY TO EACH SINK THRU JUNCTION BOXES DRAWING NUMBER: CENTERED ON WALL. 1 UJ INSTALLED. (TYPICAL FOR BOTH MEN'S AND WOMEN'S RESTROOMS) SL/ E-7 2 VII EL07 03.15.02 u Y • 0 MAIN ENTRANCE SYSTEM 0' 1 2 i 0 o Q o Luz mzY IU D STROBE ALARM m JUNCTION BOX BOTTOM OF REMOTE ALARM 10'-0" A.F.F. I I I STROBE 10" ABOVE SET CONDUIT 1-5/16" FROM EDGE OF WALL- 1E V-6" FROM EDGE OF WALL- 1 ® LOSURE 6 O TOP OF CLOSURE 60" A.F.F. 7" A F.F. FINISHED FLOOR TO PEDESTALS AND/OR UNDERSLAB ANTENNA. RIGID STEEL C❑UPLING AND ;•;. ; -,. ;a•;r •,.„•...,.f, r. THREADED STEEL PLUG FLUSH WITH FLOOR, SEA SSI UNIT '��' �;• "`:^`.; rf ,..,', ;:.'_:tip• .`,`.,. '``'': BEE NOTE 14 .:.,:.. , ; <:•,; .,: ,,;�'.:�;;. ,•. ,::� '' ' : ' ; 18' DETAIL - RIGID STEEL CONDUIT 18" BELOW FINISHED FLOOR. (TYPICAL FOR ALL PEDESTAL LOCATIONS). VOICE ALARM JUNCTION BOX 1 z a O / CIRCUITS KW MAIN ENTRANCE. - MAIN EXIT RP3-29 .5 LUMBER EXIT RP3-35 GARDEN CENTER RP3-41 ALL POWER CIRCUITS MUST BE ON THE SAME PHASE. TO SSI ENCLOSURE FROM ENTRANCE SYSTEM MOUNTED ON BLOCK WALL IN RETURN AREA / STROBE ALARM JUNCTION BOX / [��;BOTTOM OF ENCLOSURE v STROBE 10" ABOVE ALARM 10'-0" A.F.F. SSI ENCLOSURE ® / 6 0 / TOP OF JNCLOSURE 60' ,F,F, FINISHED FLOOR / MAIN ENTRANCE SYSTEM 2'-10" MAX WIDTH of BOXES AND CONDUIT 1. STUB TO NEAREST BAR JOIST AND TERMINATE WITH ANTENNA CONDUITS. COORDINATE PLASTIC BUSHING. INSTALLATION SAME TIME AS FLOOR ANTENNA ARE INSTALLED. (UNLESS THE 2. 120V POWER CIRCUIT, (2) #10, #10G., 3/4" C. STORE IS TO GET THE "EAS" SYSTEIV11i", TERMINATE IN JUNCTION BOX WITH WIRENUT ON EACH AFTER KEY TURNOVER). WIRE OR RUN TO EQUIPMENT IF TO BE INSTALLED. FLOOR ANTENNA INSTALLED BY- 3. STUB TO NEAREST BAR JOIST AND TERMINATE WITH SENSORMATIC WITH CONDUIT BY E.C. PLASTIC BUSHING. IF INSTALLED PRIOR TO KEY �2.-$" 2' • TURNOVER. 4. RELAY NEMA 1 ENCLOSURE SUPPLIED BY 2'-11" SENSORMATIC INSTALLED BY E.C. ; 2'-6 1/2' -5- 5. ADS POWER PACK NEMA 1 ENCLOSURE SUPPLIED BY SEE NOTE SENSORMATIC INSTALLED BY E.C. _`_ 6. SSI CONTROL PANEL SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 1 \1 7. NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 8. E.C. INSTALLS BOXES, ALL CONDUIT AND ALL 120V WIRING WHEN SYSTEM IS INSTALLED PRIOR TO KEY TURNOVER. OTHERWISE, 120V WIRING TERMINATES IN STUB -UPS SHALL CONSIST OF RIGID STEEL CONDUIT TERMINATING FLUSH WITH J-BOXES. FINISH FLOOR. INSTALL METAL THREADED CONDUIT PLUG. 9 SATELLITE ANTENNA INSTALLED BY SENSORMATIC AFTER STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING. 2. 120V POWER CIRCUIT, (2) #10, #10G., 3/4" C. TERMINATE IN JUNCTION BOX WITH WIRENUT ON EACH WIRE OR RUN TO EQUIPMENT IF TO BE INSTALLED. 3. STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING. 4. RELAY NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 5. ADS POWER PACK NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 6. SSI CONTROL PANEL SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 7. NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 8. E.C. INSTALLS BOXES, ALL CONDUIT AND ALL 120V WIRING WHEN SYSTEM IS INSTALLED PRIOR TO KEY TURNOVER. OTHERWISE, 120V WIRING TERMINATES IN J-BOXES. 9. 3/4" ELECTRICAL RIGID STEEL CONDUIT STUBBED -UP 1'-0" FROM MASONRY OPENING AND RUN TO A LOCATION 11" OFF OF MASONRY WALL AND 4'-2" FROM MASONRY OPENING. SEE NOTE 10. 10. 3/4" STUB -UP FROM WALL. INSTALL ANOTHER 3/4" CONDUIT AT THIS POINT AND EXTEND 7'-8 1/2" TO ANOTHER STUB -UP AT NOTE 11. 11. 3/4" STUB -UP FROM NOTE 10. 12. INSTALL ALL BOXES AND EQUIPMENT ON WALL AS INDICATED IN CONTROL BOX ELEVATION DRAWING. 13. ELECTRICAL CONTRACTOR SHALL INSTALL THE STUB -UPS TO PEDESTALS AND THE CIRCUIT TO THE PANEL AS INDICATED AND WIRE THE 120 VOLT POWER TO THE JUNCTION BOX. ALL OTHER WIRING AND INSTALLATION IS BY OTHERS. 14. ELECTRICAL CONTRACTOR SHALL EXTEND 120V POWER CIRCUIT (SEE NOTE 2) FROM ENTRANCE SYSTEM TO SSI UNIT IN RETURNS AS WELL AS 3/4" ELECTRICAL RIGID STEEL CONDUIT FROM NOTE 4 TO NOTE 6 AT RETURNS LOCATION. NOTES 1. INSTALL CONTROL PANEL 1'-6" FROM MASONRY OPENING. INSTALL 3/4" RIGID STEEL CONDUIT TO SATELLITE ANTENNA BY STUBBING UP AT A LOCATION 1 5/16" INSIDE OF MASONRY OPENING AND FLUSH WITH MASONRY WALL ON EACH SIDE OF OPENING AS INDICATED BELOW. 2. INSTALL 3/4" RIGID STEEL CONDUIT TO 2 UNDERSLAB FLOOR ANTENNAS AS INDICATED BELOW. THESE CONDUITS SHALL RUN 2" BELOW FINISHED FLOOR AND TERMINATE IN THE ANTENNA CONDUIT COUPLING. RUN SEPARATE CONDUITS FOR EACH ANTENNA. 3. ELECTRICAL CONTRACTOR SHALL INSTALL ALL 120V CONDUIT AND WIRING AS REQUIRED. ALL OTHER WIRING AND INSTALLATION OF EQUIPMENT NOT IDENTIFIED AS INSTALLED BY THE ELECTRICIAN WILL BE INSTALLED BY OTHERS. 4. ELECTRICAL CONTRACTOR SHALL COORDINATE THE FLOOR ANTENNA CONDUIT INSTALLATION SIMULTANEOUSLY WITH THE ANTENNA INSTALLATION BY SENSORMATIC. DO NOT INSTALL CONDUIT PRIOR TO FLOOR ANTENNA. CIRCUITSLOAD MAIN ENTRANCE - MAIN EXIT RP3-29 LUMBER EXIT RP3-35 GARDEN CENTER RP3-41 E.C. STUBS CONDUIT 1 5/16" FROM WALL EDGE 18" LUMBER EXIT SYSTEM BE L ONOVTHRE SAME CIRCUITS PHASE. A.F.F. VOICE ALARM IIIrIrT10N g X 1 STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING STUB -UPS SHALL CONSIST OF RIGID STEEL CONDUIT TERMINATING FLUSH WITH FINISH FLOOR. INSTALL METAL THREADED CONDUIT PLUG. • - 0 � 1 3 2 0 2. 120V POWER CIRCUIT, (2) #10, #10G., 3/4" C. TERMINATE IN JUNCTION BOX WITH WIRENUT ON EACH WIRE OR RUN TO EQUIPMENT IF TO BE INSTALLED. ALL POWER CIRCUITS MUST STROBE ALARM 3. STUB TO NEAREST BAR JOIST AND TERMINATE WITH PLASTIC BUSHING. BE ON THE SAME PHASE. JUNCTION BOX BOTTOM OF REMOTE ALARM 10'-0" A.F.F. 4. RELAY NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. ElSTROBE 10" ABOVE 1SqI FNCLOSURE 5. ADS POWER PACK NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC ® INSTALLED BY E.C. e ICLOSURE 6. SSI CONTROL PANEL SUPPLIED BY SENSORMATIC INSTALLED BY E.C. OP OF 60" A.F.F. 7. NEMA 1 ENCLOSURE SUPPLIED BY SENSORMATIC INSTALLED BY E.C. 8. E.C. INSTALLS BOXES, ALL CONDUIT AND ALL 120V WIRING WHEN SYSTEM IS INSTALLED PRIOR TO KEY TURNOVER. OTHERWISE, 120V WIRING TERMINATES IN F ISHED FLDDR 2'-10" MAX WIDTH OF J-BOXES. AND CONDUIT 9. 3/4" ELECTRICAL RIGID STEEL CONDUIT STUBBED -UP 1'-0" FROM MASONRY LBOXES --LTO PEDESTALS AND/OR OPENING AND RUN TO A LOCATION 11 " OFF OF MASONRY WALL AND 4'-2" UNDERSLAB ANTENNA. FROM MASONRY OPENING. SEE NOTE 10. 10. 3/4" STUB -UP FROM WALL. INSTALL ANOTHER 3/4" CONDUIT AT THIS POINT AND EXTEND 7'-8 1/2" TO ANOTHER STUB -UP AT NOTE 11. 11. 3/4" STUB -UP FROM NOTE 10. 12. I ALLBOWEN AND EQUIPMENT ON WALL AS INDICATED IN CONTROL MAIN EXIT SYSTEM BOX ELEVATION 13. ELECTRICAL CONTRACTOR SHALL INSTALL THE STUB -UPS TO PEDESTALS �� ����� � �� (� � AND THE CIRCUIT TO THE PANEL AS INDICATED AND WIRE THE 120 VOLT POWER TO THE JUNCTION BOX. ALL OTHER WIRING AND INSTALLATION IS BY OTHERS. 4"x4"x2-1/8" WEATHERROOF JUNCTION 1/2" WEATHERPROOF FIXTURE CONDUIT FROM PENETRATION POINTS BOXES LOCATED ON EXTERIOR OF MAIN JUNCTION BOX TO JUNCTION BOX SHALL BE RUN FOR CONDUIT FROM SIGN CANOPY WALL AT 27'-9" A.F.F. TO ON EXTERIOR OF MAIN CANOPY WALL. TO JUNCTION BOXES. BOTTOM OF BOX. (TYPICAL FOR 2) r (2) 4"x4"x2-1 /8" WEATHERPROOF JUNCTION 1/2" FIXTURE CONDUIT FROM BOXES LOCATED ON EXTERIOR OF MAIN CANOPY JUNCTION BOX TO JUNCTION BOX 4"x4"x2-1/8" JUNCTION BOXES- WALL AT SIGN CONDUIT PENETRATIONS. SHALL BE RUN ON INTERIOR OF LOCATED ON INTERIOR OF MAIN- r -1 MAIN CANOPY WALL.(TYPICAL) CANOPY WALL AT 22'-5" A.F.F. TO I I I r -1 F-1 F BOTTOM OF BOX. (TYPICAL FOR 8) I I I I I I 1 I C 1/2" FIXTURE CONDUIT FROM J.B. i1 I I I I I I I L_ l u u l l C TO J.B. SHALL BE ROUTED THRU I J MASONRY WALL. (TYPICAL) _ SL - RC IT�--SL -CIRCUIT SLB-CI CUIT =H0M �` " �G3COUSE NOTE 4(TYPICAL) SIGN RACEWAY SLB-CIRCUIT 4"x4"x2-1/8" JUNCTION BOXES - (8) 4"x4"x2-1/8" JUNCTION (4) 4"x4"x2-1/8" JUNCTION LOCATED ON INTERIOR OF MAIN BOXES LOCATED ON INTERIOR BOXES LOCATED ON INTERIOR CANOPY WALL AT 20'-1 " A.F.F. TO OF MAIN CANOPY WALL AT OF MAIN CANOPY WALL AT BOTTOM OF BOX. (TYPICAL FOR 4) SIGN CONDUIT PENETRATIONS. CIRCUITRY TIE-IN POINTS. SIGNAGE NOTES: 1. EACH LETTER IN "LOWES" SIGN WILL HAVE THE BRANCH CIRCUIT WIRING EXITING THROUGH FRONT WALL AND WILL TIE INTO THE APPROPRIATE LETTER JUNCTION BOX AS SHOWN. COORDINATE EXACT POWER ENTRY LOCATIONS WITH SIGN MANUFACTURER AT TIME OF SIGN INSTALLATION. CONNECT PIGTAILS TO BRANCH CIRCUIT WIRING AT CIRCUITRY TIE-IN POINTS. 2. THE "HOME IMPROVEMENT WAREHOUSE" LETTERS WILL BE MANUFACTURED AND INSTALLED ON THREE (3) SEPARATE RACEWAYS. WHEN INSTALLED THEY WILL APPEAR AS ONE SIGN. EACH RACEWAY WILL HAVE THE BRANCH CIRCUIT WIRING EXITING THROUGH FRONT WALL AND WILL TIE INTO THE APPROPRIATE LETTER JUNCTION BOX AS SHOWN ABOVE. CONDUIT PENETRATIONS SHALL OCCUR AT THE "P", "R", AND "W" LETTERS. COORDINATE PENETRATIONS AT TIME OF SIGN INSTALLATION WITH THE SIGN MANUFACTURER. 3. ALL SIGNS ARE FURNISHED WITH FACTORY MOUNTED DISCONNECTS. 4. A DEDICATED NEUTRAL SHALL BE FURNISHED WITH EACH 277 VOLT CIRCUIT FROM THE PANEL TO THE CONNECTION POINT WITH SIGN MANUFACTURER PROVIDED PIGTAIL. APPLICABLE TO ALL CIRCUITS SERVING SIGNS. 5. THE WIRING METHOD SHOWN BELOW WILL BE UTILIZED WHEN LETTERS ARE REQUIRED TO BE INDIVIDUALLY MOUNTED WITHOUT THE RACEWAY. THIS PERTAINS TO THE "HOME IMPROVEMENT WAREHOUSE" PORTION OF THE SIGN ONLY. COORDINATE PENETRATIONS AT TIME OF INSTALLATION. NOTE 2 ABOVE DOES NOT APPLY TO THIS TYPE OF INSTALLATION. FLEXIBLE WHIPS FROM INDIVIDUAL PENETRATION POINTS (1) 4"x4N2-1/8" JUNCTION BOX 1/2" FIXTURE CONDUIT FROM SIGN --,- LETTERS INTO JUNCTION BOXES FOR CONDUIT FROM SIGN LOCATED ON INTERIOR OF MAIN LETTER TO J.B. SHALL BE ROUTED IV. THRU MASONRY WALL. (TYPICAL TO JUNCTION BOXES. CANOPY WALL AT CIRCUITRY TIE-IN FOR 24) POINT. THRU MASONRY WALL. (TYPICAL) Ln�- E 1\/1 4 L SLB-CIRCUIT �'- 4"x4N2-1/8" JUNCTION BOXES 1/2" FIXTURE CONDUIT FROM JUNCTION BOX TO NOTE 4 LOCATED ON INTERIOR OF MAIN 5 JUNCTION BOX SHALL BE RUN ON INTERIOR OF CANOPY WALL AT 20'-10" A.F.F. TO MAIN CANOPY WALL.(TYPICAL) BOTTOM OF BOX. (TYPICAL FOR 13) 2 IILOLIIE'5II 5IG�N LOPING; DETAIL Eg SC:ALE 1/0'I = P -0" FLEXIBLE WHIPS FROM INDIVIDUAL LETTERS INTO JUNCTION BOXES INSIDE FACE OF G.C. WALL. (TYPICAL PENETRATION POINTS FOR CONDUIT FOR 12) FROM SIGN TO JUNCTION BOXES. ' 10'-9" 1/2 FIXTURE CONDUIT FROM J.B. TO J.B. SHALL BE ROUTED I { N00 1 D ON INSIDE FACE OF G.0 WALL. II N _I / \ I I I I (TYPICAL) J J J J J �( I 4"x4"x2-1 /8" JUNCTION BOXES I i 1/2" FIXTURE CONDUIT LOCATED ON INSIDE FACE OF I _ = f F F_ r - _ f f FROM JUNCTION BOX TO G.C. WALL AT LOCATIONS II �IDo i F' I I D JUNCTION BOX SHALL BE SHOWN. (TYPICAL FOR 6) I, { N _ I N �I I I I 1 I I _ I RUN INSIDE FACE OF G.0 it _ L J J - �� WALL.(TYPICAL) J J J I! 4"x4N2-1/8" JUNCTION �i (6) 4"x4"x2-1/8" JUNCTION BOX LOCATED ON INSIDE BOXES LOCATED ON INSIDE _ FACE OF GARDEN CENTER FACE OF G.C. WALL AT NOTE 4 WALL AS COORDINATED LOCATIONS AS SHOWN. RE: 2/E-9 WITH ARCHITECTURAL. 2 /II PENETRATION POINTS FOR CONDUIT a FROM SIGN TO JUNCTION BOXES. 1/2" FIXTURE CONDUIT FROM I 1 SIGN RACEWAY 10 n MOUNTING CHANNELS J.B. TO J.B. SHALL BE ROUTED �I ON INSIDE FACE OF G.C. !II N I SIG _RAC F�V r F I (TYPICAL) WALL. (TYPICAL) II I p I00 \ � II I L L L 41 I -1/2" FIXTURE CONDUIT s I I I I I I FROM JUNCTION BOX TO F-1 I ^ I C W�AYI I _ _ I I I JUNCTION BOX SHALL BE 4"x4"x2-1/8" JUNCTION BOXES li l a N = I / -1 I� r L I- I I RUN ON INSIDE FACE OF LOCATED ON INSIDE FACE OF I 1 I G.C. WALL. G.C. WALL AT LOCATIONS N ,I SHOWN. (TYPICAL FOR 2) I u L- L J L J L-PQ 4"x4"x2-1/8" JUNCTION !I! BOX LOCATED ON IINSIDE E I (2) 4"x4"x2-1/8" JUNCTION BOXES LOCATED SR-riPri I FACE OF GARDEN CENTER II ON INSIDE FACE OF G.C. WALL AT SIGN N 4 WALL AS COORDINATED CONDUIT PENETRATIONS AS SHOWN. RE: 2/E-9 WITH ARCHITECTURAL. 2 4 ''AfPIDEN CENTEFR11 SI N L,UISING DETAIL E9 SCALE 3/5ly = I►_0" UL CLASSIFIED SYSTEM 2 & 1-1/2 HOUR FIRE RATED THROUGH TREMCO PENETRATION FIRESTOP FOR PLASTIC PIPE (PVC) THROUGH CONCRETE FLMRS GREEN ROAD 3735 REEK ROAD 44122 F-RATING = 1-1/2 THRU 2 hours OR WALLS USING TREMstop VBM OR T-RATIM = 0,1,1-1/2, & 2 hours FYRE-SHIELD. PRODUCTS SHOWN ARE BY TREMCO. 3M EQUIVALENT MAY BE USED UPON APPROVED SUBMITTALS. O OL PRE -RATED FLOOR OR WALL ASSEMBLY = MIN. 4-1/2' THICK CONCRETE O2 PLASTIC PIPE - 1-1/2' DIAM. (o^ swatter) SCH. 40 PVC PIPE, 1-1/2' DIAM. (or smaller) SDR11 or SDR13.5 CPVC PIPE. O FIRESTOP SYSTEMS - THE 'F' AND 'T' RATINGS WILL VARY, SEE TABLE BELOW. TYPE OF MAX. PIPE ANNULAR PACKING TREMCO FDJ_ MIN FILL MATERIAL F-RATING T-RATING -�_ DIAM.. M SPACE, M h A MATERIAL TYPE THICKNESS, M H PVC 1' 13/16' BACKER ROD WBM 1' 2 2 PVC 1-L/2' 0 to 1-1/8' MINERAL WOOL VBM 1' 2 0 CPVC 1-L/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 WDM 1/2' 2 1-1/2 ® PACKING MATERIAL - ONOT SHOWN) - FOAM BACKER ROD OR MIN. 3-1/2' MINERAL WOOL DiSIJLATION. 001. 4A pcf.) FIRMLY PACKED INTO OPENING (SEE TABLE ABOVE). ® 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. ■ NOTEs IN WALLS, APPLY TREMstop VBM or FYRE-SHIELD TO BOTH SIDES OF WALL. THE TRENCO PRODlCTS USED ABOVE HAVE THE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WITH THE FOLLOWINCN BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE x ASTM E814 t7J1.1479) STANDARD TEST METHb 479) STANDARD RDRESTOPPDiG CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH TION DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMM SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. UL CLASSIFIED SYSTEM2 HOUR FIRE RATED THROUGH TREMM • CAJ U87 PENETRATION FDRESTOP FOR 3735 GREEN ROAD SINGLE METAL PIPE THROUGH CONCRETE FLOORS OR BLACK BEACHWOOD, OHO] 441M F-RATING = 2 hours PRODUCTS SHOWN ARE BY TREMCO. 3M EQUIVALENT T-RATING = 0 hours WALLS USING FYRE-SHIELD. MAY BE USED UPON APPROVED SUBMITTALS. -. L 0 2. O PRE -RATED CONCRETE FLOOR OR BLACK WALLS = MIN 4-1/2' THICKNESS. O METALLIC SLEEVE - (OPTIONAL) - NOM. 13' (or smaller) SCH. 30 (or heavier) STEEL PIPE CAST 1R GROUTED INTO FLOOR OR WALL ASSEMBLY, O STEEL PIPE - NOM. 8' DIAM. (or smaller) SCHL 40 Car heavier) STEEL PIPE. THE ANNULAR SPACE SHALL BE MIN. 1/2' to MAX. 3-1/2. O FORMIM MATERIAL - OCT SHOWN, OPTIONAL) - NON. 1' THICK POLYURETHANE BACKER ROD FIRMLY PACKED INTO THE OPENING AS A PERMANENT FORM. O FYRE-SHIELD - MIN. 1/2' THICKNESS OF SEALANT APPLIED VITHDJ ANNULUS, FLUSH WITH EITHER SURFACES OF THE FLOOR OR WALL ASSEMBLY. THE TREMCO PRODUCTS USED ABOVE HAVE THE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WITH THE FILLOVM BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE STANDARD ■ ASTM E814 (LL3479) STANDARD TEST METHOD CRITERIA. TREMCO SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR TE814(HRO" PENETRATION) DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMCO SWILL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. UL CLASSIFIED THROUGH2 FOUR FIRE RATED THROUGH 4 CAJ DSSY PENETRATION FIRESTOP FOR TRENCO 3735 GREEN ROAD SINGLE METAL PIPE THROUGH BEACHWOOD, OHO] 44122 CONCRETE FLOORS OR BLOCK PRODUCTS SHOWN ARE BY TREMCO. 3M EQUIVALENT F-RATING = 2 hours WALLS USING TRE14stOP ACRYLIC T-RATING = 0 hours MAY BE USED UPON APPROVED SUBMITTALS L-RATING AT AMBIENT - LESS THAN 1 CFM/x%ft. L-RATING AT 400 F - LESS THAN 1 CFM/sq.ft, L 4. 4. _ a O 4. PRE -RATED CONCRETE FLOOR ON BLACK WALLS = MM 4-1/2' THICKNESS. THE ANNULM SPACE RANGE SHALL BE MM V to MAX. 7Ar FOR THIS FIRESTOP SYSTEM. O2 METALLIC PIPE > STEEL PIPE - 12' DIAN. (or smaller) SCH. 40 (or heavier) STEEL. > CONDUIT - NOM. 4' DIAM. (or smaller) STEEL CONDUIT, OR EMT. > COPPER PIPE - 3' DIAM. (or smaller) REGULAR (or heavier) COPPER. > CAST IRON PIPE - 12' DIAM. (or smaller) CAST OR DUCTILE IRON. > COPPER TUBING - 3' DIAM. Car smaller) TYPE L (or heavier) COPPER. O PACKING MATERIAL - MIN. 4' THICKNESS OF MINERAL WOOL (MM 4.0 pcf.) DCSULATION, FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. O TREMstop ACRYLIC - MM 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 TREMCO PRODUCTS USED ABOVE HAVE BEEIITHE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WITH THE FOLLOVM BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE STANDARD ■ ASTM E614 C11L1479> STANDARD TEST METH® CRITERIA TREMM SHALL NOT BE LIABLE FOR ANY DAMAGES, FOR THROUGH PENETRATION DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TRENCO SHALL ONLY BE RESPONSIBLE FOR REPLACIM MATERIAL FOUND TO BE DEFECTIVE. UL CLASSIFIED SYSTEM 2 HOUR FIRE RATED T� • CAJ 2074 PENETRATION FIRESTOP FOR 3735 GREEN ROAD PLASTIC PIPE (PVC) CONCRETE FLOMS OR WALLS BEA01WOO11), OHM 44122 F-RATM = 2 hors PRODUCTS SHOWN ARE BY TREMCO. 3M EQUIVALENT T-RATING = 1-1/2 hours USING INTUMESCENT DEVICES MAY BE USED UPON APPROVED SUBMITTALS. L t1111-3. -6L /I Ir O PRE -RATED CONCRETE FLOOR OR WALL ASSEMBLY = MIN. 4-1/2' THICKNESS O PLASTIC PIPE - 2' DIAM. (or smaller) SCR 40 PVC PIPE FOR USE IN CLOSED OR VENTED PIPING SYSTEMS, WITH MAX. ANNULUS OF 1/8' O TREMstop VS - WRAP STRIPS, TIGHTLY WRAPPED 4 TIMES AROUND PIPE 40. TREMstW MCR - STEEL RfMMCTDNi COLLAR MEVMNICALLY FASTENED TO CONCRETE. O FYRE-SIL, or TREMstop ACRYLIC MIN. 1/4' THICK SEALANT APPLIED AT COLLAR/PIPE, AND PIPE/CONCRETE INTERFACES. a NNTTElIN WALLS, APPLY TREMstop VS/MCR DEVICE TO BOTH SIDES OF WALL. THE TREMCO PRODUCTS USED ABOVE HAVE BEEITHE ABOVE DESCRIBED ASSEMBLY HAS BEEN TESTED AND IS TESTED IN ACCORDANCE WITH THE FOLLOWING' BASED ON BOTH PAST AND ANTICIPATED PERFORMANCE 9 ASTM E814 (UL1479) STANDARD TEST METHOD CRITERIA. TREMM SHALL NOT BE LIABLE FOR ANY DAMAGES, DIRECT OR CONSEQUENTIAL, RESULTING FROM USE OF THIS MATERIAL OR DESIGN. TREMCO SHALL ONLY BE RESPONSIBLE FOR REPLACING MATERIAL FOUND TO BE DEFECTIVE. PIPE PENETRATION NOTES 1-ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. 2-PROVIDE UL APPROVED FIRE STOPS FOR ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. ALL PIPE PENETRATIONS SHALL BE SEALED TO PREVENT SMOKE PASSAGE. 3-THIS DETAIL SHOWS TREMCO FIRESTOP, INSTALL OTHER BRANDS PER THEIR LISTED INSTALLATION INSTRUCTIONS. GENERAL COMPUTER POWER POWER 4" x 4" x 2-1/8" BOXES � ii'FIcAL JUNCTION 50X GFOUPING E9 SCALE 3/4II = ][-oil Y PENETRATION POINTS FOR CONDUIT FROM SIGN TO JUNCTION BOXES. j i - SIGN RACEWAY 1/2" FIXTURE CONDUIT FROM i, N^ I I f I -_ f J.B. TO J.B. SHALL BE ROUTED SIGN RACEWAY IDoI C l C) INSIDE METAL STUD WALL. (TYPICAL) I `='�� �� L L J J I_ _� L 1 /2" FIXTURE CONDUIT FROM JUNCTION BOX TO Fx� _ F� SIGN RACEWAY _I JUNCTION BOX SHALL BE ( (\ RUN INSIDE OF METAL 4"x4"x2-1/8" JUNCTION BOXES i s i N, I I -I 1 -\v% L I STUD WALL. (TYPICAL) LOCATED ON INSIDE OF METAL00 STUD WALL AT LOCATIONS j � i N -1 � SHOWN. (TYPICAL FOR 3) i -jL_ _ _J L J \-/ L J L L F J _ SIGN RACEWAY Ast J SUB -CIRCUIT NOTE 4, RE: 2/E-9 4"x4"x2-1/8" JUNCTION BOX ------- I I Q 4"x4"x2-1/8" JUNCTION LOCATED ON INTERIOR OF ---- - N l BOX LOCATED ON INTERIOR LUMBER CANOPY WALL AT 23'-2" _J k' -- - L -1 L -� �L J i OF LUMBER CANOPY WALL A.F.F. TO BOTTOM OF BOX. AT 23'-2" A.F.F. TO (3) 4"x4"x2-1/8" JUNCTION BOXES BOTTOM OF BOX. LOCATED ON INSIDE OF METAL STUD WALL AT SIGN CONDUIT PENETRATIONS AS SHOWN. FLEXIBLE WHIPS FROM INDIVIDUAL --; --- LETTERS INTO JUNCTION BOXES -� - INSIDE METAL STUD WALL. (TYPICAL PENETRATION POINTS FOR CONDUIT -' FOR 16) FROM SIGN TO JUNCTION BOXES. r � � 1 00N_ I II II � 1 I D 1/2" FIXTURE CONDUIT FROM I N 'I I I J.B. TO J.B. SHALL BE ROUTED - " - -' -� - I- INSIDE METAL STUD WALL. --� r� ;,�T-� �~ r- � 1/2' FIXTURE CONDUIT (TYPICAL) I N . I I r -\ -� [- FROM JUNCTION BOX TO 100 I I I V I I_I I D JUNCTION BOX SHALL BE y: N _I I -1 v I AI D I I RUN INSIDE OF METAL 4"x4 x2-1/8' JUNCTION BOXES I I �> _ L J �J L L �� STUD WALL. (TYPICAL) LOCATED ON INSIDE OF METAL L STUD WALL AT LOCATIONS j J J J J Q SHOWN. (TYPICAL FOR 9) i r I �--- % SLB-CIRCUIT ( i ----` :c14 = \ NOTE 4, RE:2/E-9 4 x4 x2-1/8 JUNCTION BOX i � (------ `� r / a \ I I BOX LOCATED ON INTERIOR I LOCATED ON INTERIOR OF iL I i1 - L I �L �L _j OF LUMBER CANOPY WALL LUMBER CANOPY WALL AT 23'-2" J J AT 23'-2" A.F.F. TO A.F.F. TO BOTTOM OF BOX. ni -- QN 4" 4" 2 1 8" JUNCTION BOXES BOTTOM OF BOX. LOCATED ON INSIDE OF METAL STUD WALL AT SIGN CONDUIT - PENETRATIONS AS SHOWN. E7 11INF,)00 LL t-1 E SIGN UI IN DETAIL_ E9 5C:ALE 3/SI► _ �I_�l� HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC -28656 ® REVISIONS PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE DATE I DESCRIPTION 5/24/02 A2 1 RACKING PLAN 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 STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 03/14/02 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. Z�A o� W Qi �N�u o WZ ZOO M Wzz�l� ® • 0 00 0 00 00 00 �c 00 O o ::j ct 00 t) 00 00 0 o QLL N to p zN �00 co n/ r z jf'Ty n/ 0 o U j, w ~7 0 ~ 006 d; N � U CO 2:M m z ° w O C) U w U Jfrf Q ® i _ m W z O� ® LL O iy / N ILYL ® o U O0 N C) WLL `n LLO o U Q Z � � z W J I- W O QQ o W (� J CIS to ORIGINAL 3/14/02 ISSUE DATE: PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: E-9 VII EL09 03.15.02 0 r.. - -- -- _ -. --. - _�_ - - __ _. _ _,..- �! _ _ . "LP1A" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE LABEL ( LOAD KVA o o U 8 m W W ,N a n Um �m 0Z ABC m_ Um �Z W W mN 3 n 8 m o o U LOAD(KVA)LOAD TYPE (,LABEL) A B C A B C AGING RECVG AREA LIGHTS .9 E 20 10 1 2 10 20 E 2.9 RECVG STAGING AREA LIGHTS SALES AREA LIGHTS 3.6 I E 20 10 3 4 10 20 E 3.5 SALES AREA LIGHTS SALES AREA LIGHTS 3.8E 20 10 5 6 10 20 E 3.8 SALES AREA LIGHTS SALES AREA LIGHTS 3.8 E 120 10 7 1 0 5 G SALES AREA LIGHTS 3.5 E 120 10 9 10 10 20 E 2.51 SALES AREA LIGHTS SALES AREA LIGHTS 3.6 E 20 10 11 2 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 1 E 20 10 19 20 10 20 E 2.6 SALES AREA LIGHTS SALES AREA LIGHTS 2.9 E 120 10 21 22 101201 E 3.3 1 SALES AREA LIGHTS SALES AREA LIGHTS 2.8E 120 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 PANEL DE -RATING 80% 135.6 AMPERES PHASE A: 32.3 KVAPHASE B: PHASE C: %w "LP1 B" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL-) LOAD KVA o s '� 8 m W W 3L w ;,M Cz q g C w S� uz W W 3V) w � . o 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 STAGING RECVG AREA LIGHT SALES AREA LIGHTS 2. 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 je--, LLG.IJU SALES AREA LIGHTS 2.3 E 20 10 9 10 10 20 E SAL ES LES AREA LIGHTS SALES AREA LIGHTS 2. E 20 10 11 12 1 0 G SALES AREA LIGHTS 2.4 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 1.9E 120 10 17 18 10 20 E 1.9 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 120,10 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 12.5 SALES AREA LIGHTS SALES AREA LIGHT'S 2.0 E 20 10 25 26 10120 E 12.1 1 LUMBER CANOPY LIGHTS EXTERIOR WALL LIGHTS 3.3 E 20 10 27 28 20 T - SPARE EXTERIOR WALL NT. LIGHTS 3.3E 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 I I I I I 41 42 SPACE ONLY TOTAL CONN. LOAD 68.1 KVA, 81.9 AMPERES PANEL DE -RATING 80% 102.3 AMPERES 4. PHASE A: PHASE B: 2 PHASE C: 1. "RP1" 120 208V., 30, 4W., S.N., 200A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE (LABEL) OA KVA W OQ m Sul �m LZ ABC �m 8Z 3FA Lu m W 8 LOAD K LOAD TYPE (LABEL) A B C A B C 1.5 T 20 10 1 N.74 20 T - SPARE ROLL UP DOOR -STAGING 1.5 T 3 10 20 T 1.7 CONV.OUTLETS-SALES&ROOF 1.5 T 5 10 20 T 1.3 CONV.OUTLETS-SALES&ROOF SPARE - T 20 7 10 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 ]22 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -RECEIVING 0.2 T 20 8 13 8 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - 15 8 20 T 0.2 CONV.OUTLETS-SALES DESK SPARE - 17 10 20 T 0.2 CONV.OUTLETS-SALES DESK DOCK LEVELER 1.2 T 20 8 19 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 20 10 21 10 20 T 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 120, 10 23 24 10 20 T 1 0.2 CONV.OUTLETS-SALES DESK TRUCK BLOCK HEATERS 1.0 T 120[12 25 26 12 20 T 0.6 CONV.OUTLETS-ELECT. RM. 1 208V COW. OUTLET 0.2 T 20 27 28 8 20 T 0.9 CONV.OUTLET-RCVG OFFICE 208V CONY. OUTLET 0.2 T 29 30 20 T - SPARE 120V CONV. OUTLET 0.2 T 20 31 32 20 T - SPARE GENSET BATTERY CHARGER 1.2 T 20 33 34 20 T - SPAREGENSET JACKET WATER HTR 2.0 T 25 35 36 20 T - SPAREGENSET JACKET WATER HTR 2.0 T 37 38 20 T - SPARE SPARE - T 2039 40 20 T - SPARE SPARE - T 2041 42 20 T - SPARE SPARE - T 20 43 44 20 T - SPARE SPARE - T 20 45 46 20 T f - SPARE SPARE - T 20 47 48 20 T I - SPARE SPARE - T 20 49 50 20 T - SPARE SPARE -1 I T 120 51 52 20 T - SPARE SPARE - T 120 53 54 20 T - SPARE SPARE - T 120 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 I I - SPARE SPACE ONLY - 61 62 1 - I SPACE ONLY SPACE ONLY - 63 64 - SPACE ONLY SPACE ONLY - 65 66 I - I SPACE ONLY SPACE ONLY - 67 68 - SPACE ONLY SPACE ONLY - gg 70 - SPACE ONLY SPACE ONLY - 71 72 - SPACE ONLY SPACE ONLY - 73 - SPACE ONLY SPACE ONLY - 75j-%76 - SPACE ONLY SPACE ONLY - 77 78I - I 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 PANEL DE -RATING 80% KVA, 58.8 AMPERES PHASE PHASE A: B: C: 7.3 7.1 6.8 KVAPHASE KVA KVA 73.6 AMPERES "EL:S" 277 480V., 30, 4W., S.N., 150A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE LABEL (LABEL) LOAD KVA o e m MN 3o 6m ire .z ABC sm ira uz ,,N W m 488A AD KVA LOAD TYPE (LABEL A B C B CSALES AREA NT. LIGHTING .0 X 20 10 1 2 10 204 SALES AREA NT. LIGHTING SALES AREA NT. UGHTING 2.0 I X 20,10 3 4,101201 X 2.2 I SALES AREA NT. LIGHTING SALES AREA NT. LIGHTING 2.21 X 20 10 5 6 10 201 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. UGHTING 2.0 X 20 10 g 10 10 20 X 2.0 SALES AREA NT. LIGHTING G.C. AREA NT. LIGHTING 1.1 X 120 10 11 12 10 20 X 1 3.1 G.C. AREA NT. LIGHTING OFFICE NIGHT LIGHTING 1.8 X 20 10 13 14 20 X .5 SPARE - X 20 15 16,10 X .5 JOCKEY PUMP SPARE - X 20 17 18 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 - 1 33 34 - SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY - 37 - SPACE ONLY SPACE ONLY - 39 j - SPACE ONLY SPACE ONLY - 41 12 20 - PHOTOCELL CIRCUIT TOTAL CONN. LOAD 28.5 KVA, 34.2 AMPERES PANEL DE -RATING 80% 42.8 AMPERES PHASE A: 10.5 KVAPHASE 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) A o v m WW WN In u g C L o z WW WN 3 v, m o 0 LOAD TYPE (LABEL B C B C 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 IX 20 10 5 6 10 20 X 0.2 1 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 g 10 20 X - SPARE RECEMNG OFFICE 0.2 X 120, 8 11 12 201 X - SPARE BMS GEN-SET ELECT 0.3 P 20 12 13 14 201 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 24I - SPACE ONLY SPACE ONLY - 25 26 - SPACE ONLY SPACE ONLY - 27 28 - SPACE ONLY SPACE ONLY I - 29 30 - I I 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 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. ( \ LOAD TYPE LABEL LOAD KVA Wo 0 m �N 3n -5w �� oz q B C ~w �� oz w�,,, 3') Y ,� m o s 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 1 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 12.8 SALES AREA LIGHTS GC SHADE CLOTH LIGHTS 2.8 E 20 10 g 10 10 20 E 3.4 GC CANOPY AREA LIGHTS GC CANOPY AREA LIGHTS 1 12.8 E 20 10 11 12 20 T - I SPARE SPARE - I T 20 13 14 20 T - SPARE SPARE - T 201 115 16 120 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 - 1 31 32 - SPACE ONLY SPACE ONLY - 1 33 34 - SPACE ONLY SPACE ONLY - 35 36 - SPACE ONLY SPACE ONLY - I I 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 - SPACE ONLY TOTAL CONN. LOAD 35.4 KVA, 42.6 AMPERES PANEL DE -RATING 80% 53.2 AMPERES PHASE A: 13.4 KVAPHASE B: 13.3 KVA PHASE C: 8.7 KVA "LP2B" 277 48OV., 30, 4W., S.N., 225A. M.L.O. UPSTREAM DEVICE - 225A. LOAD TYPE (LABEL LOAD KVA o U 'W" 8 m ,N V1 , m �7 uZ q g C �= w 5_ oZ mN 3ui W � m o 0 LOAD KVA LOAD TYPE (LABEL) A B C A B C SALES AREA LIGHTS 2.5 E 20 10 1 X.2 10 20 E 2.3 4 10 20 E 2.3 6 10 20 E 8 10 20 E 1.9 10 10.20. E 2.3 12 10 20 El 14 20 T - 16 10 20 E 2.0 18 20 T 20 10.20 E 1.4 22 10120 E 1.4 24 120 T 26 20 T - 28 20 T - 30 20 T 32 X 2.1 34 10 20 X 2.1 36 X 38iX 1.2 40 X 1.2 42X PHASE A: 28.6 B: 31.8 PHASE C: 22.2 SALES AREA LIGHTS SALES AREA LIGHTS 2.4 E 20 10 3 SALES AREA LIGHTS SALES AREA LIGHTS 1.9 E 20 10 5 2.1 SALES AREA LIGHTS SALES AREA LIGHTS 2.2 E 20 10 7 SALES AREA LIGHTS GC SHADE STRUCT. LIGHTS 3.4 E 20 10 9 GC AREA POLE LIGHTS GC SHADE STRUCT. LIGHTS .4 E 20 10 11 11.4 GC CANOPY FLOOD LIGHTS GC CANOPY AREA LIGHTS 3.4 E 20 10 13 SPARE GC CANOPY AREA LIGHTS 3.5 E 20 10 15 OFFICE AREA LIGHTS SPARE - T 20 117 - SPARE SPARE - T 20 19 I GC EXTERIOR LIGHTS SPARE - T 20 21 GC EXTERIOR NIGHT LTS. EXTERIOR CANOPY LIGHTS 2.4 E 20 10 23 - SPARE OFFICE AREA LIGHTS 2.5 IT 20 10 25 I SPARE OFFICE AREA LIGHTS 2.1 T 20 10 27 SPARE VESTIBULE LIGHTS 2.0 E 20 10 29 - SPARE .4 X 15 10 31 RTU - 1 .4 X 33 AIR COMPRESSOR TELE DATA ROOM 4 X 35 2.1 6.7 X 35 8 37 RTU - 3 6.7 X 39 ERV - 3 OFFICE 6.7 X 41 1-21 OFFICE TOTAL CONN. LOAD 82.6 KVA, 99.3 AMPERES PANEL DE -RATING 80% 124.2 AMPERES KVAPHASE KVA KVA "RP2" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE LABEL ( LOAD KVA o s w 8 m "N Sin Z)m 0z A B C U �z �W 3uNi w m o LOAD (KVA LOAD TYPE (LABEL) A B C A B C AUTO DOOR -ENTRANCE 0.2 T 20 10 1 2 1020 T 1.3 CONV.OUTLETS-SALES&ROOF AUTO DOOR -ENTRANCE 0.2 I T 20 10 3 4 10.20. T I 1.3 I CONV.OUTLETS-SALES&ROOF AUTO DOOR -RETURNS 0.21 T 20110 5 6 10 20 T 1.1 CONV.OUTLETS-SALES&ROOF AUTO DOOR -EXIT 0.2 IT 20 10 7 8 10 20 T 0.2 CONV.OUTLETS-SALES DESK AUTO DOOR -EXIT 0.2 T 20 10 g 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.OUTLETS-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 TI 0.2 CONV.OUTLETS-SALES DESK SPARE - T 20 25 26 10 20 T 0.2 1 1 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 1 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.OUTLETS-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 SATELITE DISH DE-ICER 1.0 T 20 10 43 44 10 20 T 1.0 CONV.OUTLETS-TELE DATA 208V CONY. OUTLET 0.2 T 20 10 45 46 10 120 T 1.5 CONV.OUTLETS-MONEY RM 208V CONY. OUTLET 0.2 t 47 48 201 T I - SPARE 120V CONY. OUTLET 0.2 T 20 1 10 49 50 20 T I - I I SPARE SPARE - T 20 51 52 20 T 1-1 SPARE COPIER - CUSTOMER SVC. 1.0 T 20 10 53 54 10 20 T 11.5 ELECTRIC BBH CONV.OUTLETS-CUST. SVC. 1.1 T 20 12 55 56 10 20 T 1 0.5 SITE IRRIGATION CONTROLLER CONV.OUTLETS-CUST. SVC. 1.0 T 20 12 57 58 10120 T 0.2 SECURITY CAMERA BMS RELAY CONTROL .2 P 20 10 59 60 121201 T 0.2 SECURITY CAMERA SPARE - T 20 61 62 10 20 T .0 ELECTRIC WATER HEATER SPARE - T 20 63 64 T 2.0 ELECTRIC WATER HEATER SPARE - T 20 65 66 12 20 El 0.2 EWH CIIRCULATING PUMP SPACE ONLY - 67 68 - SPACE ONLY SPACE ONLY - 69 70 I - SPACE ONLY SPACE ONLY - 71 72 1 - I 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 7.6 SPACE ONLY - 81 82 P 6.7 PANEL - RP3 SPACE ONLY - 83 84 r- P 9.2 TOTAL CONN. LOAD 61.8 PANEL DE -RATING 80% KVA, 171.5 AMPERES PHASE PHASE A: B: C: 18.3 21.7 21.8 KVAPHASE KVA KVA 214.4 AMPERES "RP3" 120 208V., 30, 4W., S.N., 100A. M.L.O. UPSTREAM DEVICE - N A LOAD TYPE (LABEL LOAD KVA o U ''•' m mN w0 � w �= Z) =) q g C Li �_ z3Z WN 3v) w m o 8 LOAD KVA LOAD TYPE (LABEL) A B C A B C HAND DRYER -WOMEN 1.2 1 T 20 12 1 2 12 20 T 0.5 VENDING MACHINE HAND DRYER -WOMEN 1.2 1 T 20 12 3 4 12 20 T 0.5 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 5 6 12 20 T 0.5 VENDING MACHINE HAND DRYER -MEN 1.2 T 20 12 7 8 12 20 T 0.5 VENDING MACHINE HAND DRYER -UNISEX 1.2 T 20 12 9 10 12 20 T 0.5 VENDING MACHINE ELECTRIC WATER COOLER 1 10.5 T 20 12 1 1 12 12 20 T 10.71 REFRIGERATOR ELECTRIC WATER COOLER 0.51 1 T 120 12 13 14 12 20 T 1.0 MICROWAVE SPARE I - T 20 15 16 12 20 T 1.0 CONV.OUTLETS-BREAKROOM SPARE - T 20 17 18 12 20 T 1.8 CONV.OUTLETS-CLASSROOM COPIER - OFFICE 1.0 T 20112119 20 12 20 T 0.6 CONV.OUTLETS-HALLWAY SPARE - T 20 21 22 12 20 T 1.3 CONV.OUTLETS-MGR. OFFICE SENSORMATIC-ENTRANCE 0.5 T 20 12 23 24 12 20 TI 1 1.5 CONV.OUTLETS-COMP. ROOM SPARE - T 20 25 26 12 20 T 1.1 CONV.OUTLETS-LP OFFICE SPARE - T 20 27 28 12 20 T 1.0 CONV.OUTLETS-MGR. OFFICE SENSORMATIC-IXff 0.5 T 20 12 29 30 20 T - SPARE SPARE - T 201 31 32 120 T - I I SPARE SPARE - T 20 33 34 20 T - SPARE SENSORMATIC-LUMBER 0.5 T 20 10 35 36 20 T I - SPARE SPACE ONLY - 37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SENSORMATIC-GARDEN CTR 1.51 T 20,10 41 42 - SPACE ONLY TOTAL CONN. LOAD 23.5 KVA, 65.2 AMPERES PANEL DE -RATING 80% 81.5 AMPERES PHASE A: .KVA PHASE B: .7 KVA 6 PHASE C: 9.2 KVA "CP2" 120 208V., 10, 3W., I.G., S.N., 100A. M.L.O. UPSTREAM DEVICE - 80A LOAD TYPE (,LABEL) A K A o 8 m W W 3u, Nz g C �Ld L)z W W 3v, m a 0 LOAD 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 IX 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 12120, 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 1612 20 X 0.3 1 COMPUTER OUTLET LP OFFICE 1.1 X 20 12 17 18 12 20 X 0.3 COMPUTER OUTLET OFFICES 1.0 I X 20 10 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 12 201 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 I - 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY - I I I I 35 36 - I SPACE ONLY SPACE ONLY - I I 1 137138 - I SPACE ONLY SPACE ONLY - I I 1 39 40 - SPACE ONLY SPACE ONLY - 41 42 - SPACE ONLY TOTAL CONN. LOAD 10.7 KVA, 51.4 AMPERES PANEL DE -RATING 80% 64.3 AMPERES PHASE B: 5.1 KVA PHASE C: 5.6 KVA "HVAC1" 277 48OV., 30, 4W., S.N., 600A. M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE (LABEL) LOAD KVA o m W W 3� Z, �z ABC �- -z W W 3� 8 m o e 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 I - 13 14 4 60 X 2 RTU - 9 12.6 16 X 2 RTU - 19 SALES 12.6 X 17 18 X I I I112.6RECEIVING 12.6 60 4 19 20 -RTU - 11 2. IX 21 22 - SALES 2. 23 24 - 12.e X 25 26 - RTU - 13 12.6 f__.t 28 - SALES 12.6 X 29 30 1 - 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 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. M.L.O. UPSTREAM DEVICE - 600A. LOAD TYPE LABEL) LOAD KVA o � m W W 3w. 0 71 ABC oz W W 3U) m o s LOAD KVA LOAD TYPE (LABEL) A B C§ A B C 3. X 60 4 1 2 4 60 X 2 RTU - 2 3. X 3 4 X 2. RTU - 14 VESTIBULE 3. X 5 6 X 2. SALES 2. X 60 4 7 8 4 60 X 2. RTU - 4 2. X 9 10 X 2 RTU - 16 SALES 2. X 11 12 X 2. SALES a. X 60 4 13 14 4 60 X 2. RTU - 6 2. X 15 16 X 2 RTU - 18 SALES 2. X 17 18 X 2. SALES 2. X 60 4 19 �t2 10 15 X 2.5 RTU - 8 2. X 21 X2.5 I RTU - 20 SALES 2. X 23 X 2.5 ELECT. RM. 1 2. X 60 4 25 26 - SPACE ONLY RTU - 10 12.6 X 27 28 - SPACE ONLY SALES 12.e X 29 30 - SPACE ONLY 12.6 X 60 4 1 31 32 - SPACE ONLY RTU - 12 2. X 33 34 - SPACE ONLY SALES I Il 2.6 71 135 36 - SPACE ONLY SPACE ONLY - 37 38 SPACE ONLY SPACE ONLY - 39 4o - SPACE ONLY SPACE ONLY - 41 42 - SPACE ONLY TOTAL CONN. LOAD 350.1 KVA, 421.1 AMPERES PANEL DE -RATING 80% 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 (LABELS A A Q 0 8 m W W 365 5w 0z ABC =, �z W W 3N m o e A A LOAD TYPE (LABEL) A B C A B C BATTERY CHARGER 48OV,1 2.9 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 12 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,1 2.9 X 20 10 17 18 X 2.1 2.9 X 19 20 - SPACE ONLY BATTERY CHARGER 48OV,1O 2.9 X 20 10 21 22 - SPACE ONLY 2.97 23 24 - SPACE ONLY BATTERY CHARGER 480V,141 2.9 X 20 10 25 27 26 - SPACE ONLY 2.9 X 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 I I I I - I SPACE ONLY TOTAL CONN. LOAD 76.0 KVA, 91.4 AMPERES PANEL DE -RATING 80% 114.3 AMPERES PHASE A: 26.3 KVA PHASE B: 26.3 KVA PHASE C: 23.4 KVA "BW" 120 208V., 30, 4W., S.N., 300A. M.C.B. UPSTREAM DEVICE - N/A LOAD TYPE (LABEL) A KVA o s uj 8 m W W Son 3M Uz A B C 5m -z W W 3N La 8 m o 1 KVA LOAD TYPE (LABEL) A B C A B C 4.5 E o 2 1 2 2 o E .5 BUSWAY - 1 .5 E 3 4 E 4.5 BUSWAY - 2 SALES 4.5 E 5 6 1 E 14.51 SALES 4.5 E o ' 2 7 8 2 o X 4.5 BUSWAY - 3 4.5 E 9 10 X 4.5 BUSWAY - 4 SALES .5 E 11 12 � X 4.5 SALES 4.5 E o ' 2 13 14 2 o � E 4.5 BUSWAY - 5 .5 E 15 16 E 4.5 BUSWAY - 6 SALES .5 E 17 18 E .5 SALES SPACE ONLY - 19 20 - SPACE ONLY SPACE ONLY - 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 SPACE ONLY - 31 32 - SPACE ONLY SPACE ONLY - 33 34 - SPACE ONLY SPACE ONLY I - 35 36 - SPACE ONLY SPACE ONLY 1 1,37 38 - SPACE ONLY SPACE ONLY - 39 40 - SPACE ONLY SPACE ONLY - 41 42 12 20 X .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 TYPE (LABEL) LOAD (KVA) W 0 U m m --N 0 W U, �3 U'=w m Lrm UZ UPSTREAM DEVICE - 2000A. q B C 146.0 X 0 O n N 1. �k $ 1 1 . . I 1 PANEL - MDPB 148.2 136.3 X 0 O � 04 2 PANEL - HVAC1 100.8 100.8 L, 116.7 X o co 0 M N 3 PANEL - HVAC2 116.7 116.7 10.5 X � r p � 1 4 PANEL - ELS 8.7 9.3 X i N O 5 I PANEL - LP1A 29.0 28.9 13.4 X N p 1* � 6 ----PANEL - 13.3 8.7 16.0 X � p ,:Ih 7 PANEL - SLA 1 17.4 1 19.6 I I I 8 L SPACE ONLY I 1 I I - -Lt--�. TOTAL CONN. LOAD 1290.1 KVA, 1551.7 AMPERE PHASE A: V PHASE B: tN1 A PHASE C: 420.3 KVA "MDPB" 277 48OV., 30, 4 WIRE, S.N., 600 AMPERE SWITCHBOARD - M.L.O. LOAD (KVA) w 12uj N UPSTREAM DEVICE - 600A. LOAD TYPE (LABEL q g C WLu W ~w U m .�: . M of qk3 K 5z 24.5 P N O � 1 �k 51 �k �k T� I PANEL - LP1 B 22.2 21.4 X N 0 2 PANEL - LP2B 1 31.8 22.2 26.3 X N N O t ouht 3 PANEL - BC 26.3 23.4 27.0 X � p 4 PANEL - BW -XFMR 27.0 27.2 7.3 X o 1 *2 5 PANEL - RP1 - XFMR 7.1 6.6 18.3 X , � - p tot6 - PANEL -RP2 -XFMR 21.7 I.81 14.0 X N � p � 7 PANEL -SLB 11- E13.5 SPACE ONLY I I I M. TOTAL CONN. LOAD 430.5 KVA, 517.8 AMPERES PHASE A: PHASE B: 1 8 2 KVA PHASE C: 13 . "SLA" 277 48OV., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD TYPE (LABEL LOAD KVA o S � m W W 3l t m -2- �z q g C C w �� 0z W W 3V) 'x' m o 8 LOAD 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 - SPARE - E 20 17 19 18 E - SPARE - E 20 - SPACE ONLY - E 21 22 1 - SPACE ONLY SITE NT LIGHTING 2.2 E 20 8 23 A 24 8 20 E 2.2 SITE NT LIGHTING 2.2 E 25 26 E12.21 SITE NT LIGHTING 2.2 E 20 8 27 28 8 20 E 1 12.81SITE NT LIGHTING 2.2E 29 30 E I 1 12.71 TOTAL CONN. LOAD 50.0 KVA, 60.1 AMPERES PANEL DE -RATING 80% 75.2 AMPERES PHASE A: 16.0 KVAPHASE B: 17.4 KVA PHASE C: 19.6 KVA "SLB" 277 48OV., 30, 4W., S.N., 125A. M.L.O. UPSTREAM DEVICE - 125A. LOAD TYPE (LABEL) LOAD KVA o s w m irN 3 n � w �� H ABC I I I ~ w �� 02) LuN 30 `� m o 0 LOAD KVA LOAD TYPE (LABEL) A B C 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 3.6 E 20 10 5 6 E 3.7 BUILDING SIGN 3.3 E 20 10 7 8 6 20 E 3.7 INDOOR LUMBER SIGN 2.5 E 20 8 9 10 E 3.7 ROAD SIGN GARDEN CENTER SIGN 1 12.5 E 20 8 11 I.12 E 1 13.7 SPARE - T 1201 113 14 - SPACE ONLY SPARE - T 20 15 16 - SPARE - T 20 17 18 1 - 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 KVA PHASE B: 12.1 KVA PHASE C: 13.5 KVA ty LOAD SUMMARY AIR CONDITIONING 686.4 KVA INTERIOR LIGHTING 190.2 KVA EXTERIOR LIGHTING & SIGNS 141.5 KVA EMERGENCY LIGHTING 27.0 KVA WATER HEATING 9.7 KVA =' GENERAL POWER & MISC. 83.4 KVA SALES FLOOR DISPLAYS 81.0 KVA BATTERY CHARGERS 70.9 KVA TOTAL CONNECTED LOAD KVA: TOTAL CONNECTED LOAD AMPERES: 1290.1 1551.7 KVA AMP ENTIRE SHEET HAS BEEN UPDATED. 2 SWITCHGEAR NOTES: %. 1. THE ELECTRICAL SUBCONTRACTOR EXCEPT OTHERWISE X THERWI E NOTED SHALL PROVIDE �� ,. 7. WHERE POSSIBLE, SOME OF THE FEEDER CONDUCTORS FOR THE INTERCONNECTION ALL WIRING CONDUIT, FITTINGS, DISCONI, TtS ,Q I oELE@T�CAL EQUIPMENT BEYOND BETWEEN SOME CABINET SECTIONS ARE PROVIDED AS SHOWN ON SHEET E-12. SWITCHGEAR CABINETS. ° 'a � 8. ALL REQUIRED CONTROL WIRING BETWEEN INTERCONNECTED CABINET SECTIONS IS - 2. ALL "SWITCHGEAR CENTERS" AS SHOWN ON THE DRAWINGS SHALL BE PROVIDED FACTORY INSTALLED. CONNECTION METHOD BETWEEN CABINET SECTIONS SHALL BE VIA ._ BY THE OWNER. EACH "SWITCHGEAR CENTER" IS PREFABRICATED BY SQUARE D/ FACTORY INSTALLED POLARIZED PLUG ASSEMBLIES. ELECTRICAL SUBCONTRACTOR SHALL POWERBOX SOLUTIONS FOR LOWE'S COMPANIES, INC. AND SHALL INCLUDE THE CONNECT THESE POLARIZED PLUG ASSEMBLIES TOGETHER ONCE THE CABINET SECTIONS FOLLOWING: ARE SET IN PLACE. , - ALL OVER CURRENT DEVICES, LIGHTING CONTACTORS, BUILDING MANAGEMENT L 'S° HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NO 28656 • REVISIONS OPRE -BID SET Q POST BID SET ISSUE DATE ISSUE DATE DATE I DESCRIPTION 5/24/02& RACKING PLAN REVISION m. ??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 SPECIFICS ITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 041I 5102 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. • • I • • I Z(j)A O w W&I I (,%) E-' C7 I M p n W Q am;0 o W o �m� 0 W Z " a g�o, Q�x89o..� ZOOZWaRTR Wzz � � xW~ s L1 0 0c,'n : s� 0 V) M - 0 � 0 u �t 9 o � 4, ;�,4 �- 0 00@D ���� 0� o O 00 .n 'r) o � 00 'b I- r1 = 0 CONTROL SYSTEM AND OTHER MISCELLANEOUS COMPONENTS. 9. TERMINAL STRIPS ARE PROVIDED IN THE TOP SECTIONS OF ALL CABINETS ,yNITH W m ENERGY MANAGEMENT SYSTEM CONTROLS. THE TERMINAL STRIPS ARE LABELED ''WITH 480VAC TO 120/208VAC STEP-DOWN TRANSFORMERS w o MAIN SERVICE DISCONNECTS AND/OR SWITCHBOARDS NUMBERS CORRESPONDING TO THE CIRCUIT NUMBERS ON THE PANEL BOARD J U • .v 'T - PANEL "ELS" DISCONNECT SWITCH. SCHEDULES. ALL CIRCUITS WITH AN E OR IN THE CODE COLUMN ON THE PANEL BOARD SCHEDULE WILL BE CONNECTED TO THIS TERMINAL STRIP. WIRE SIZES SHOWN - UTILITY PULL AND METERING SECTIONS AS REQUIRED. v , 0 v ON THE PANEL BOARD SCHEDULES REFER TO WIRE SIZE FROM THIS TERMINAL STRIP ,� EACH "SWITCHGEAR CENTER" IS U.L. 891 LISTED AS,'A "DEAD FRONT, SWITCHBOARD". 0 .x AND SHALL BE MAINTAINED THROUGHOUT THE ENTIRE LENGTH OF THE CIRCUIT of ll _ 3. THERE ARE CURRENT TRANSFORMERS (GT'S) LOCATED IN THE MAIN BREAKER 10. THE ELECTRICAL SUBCONTRACTOR WILL WIRE CIRCUITS THAT ARE SHOWN WITH. N 0 SECTION. THESE CURRENT TRANSFORMERS. (CT'S) ARE STRICTLY FOR THE ,OPERATION "X':IN THE CODE COLUMN ON THE PANEL BOARD SCHEDULES DIRECTLY TO THE m OF THE BUILDING MANAGEMENT SYSTEM ONLY. UTILITY COMPANY CT'S, IF REQUIRED, RESPEOTIVE CIRCUIT BREAKER. NO TERMINAL STRIPS ARE PROVIDED FOR THESE w - � MUST BE MOUNTED IN A SEPARATE. ENCLOSURE. CIRCUITS. V`Jb 0 0 9 .A 4. IF A SEPARATE CT CABINET, PULL SECTION OR MAIN .DISCONNECT IS REQUIRED BY„ 11. AFTER INSTALLATION OF THE SWITCHGEAR CABINETS ARE COMPLETE AND THE :..., 0 LL rn THE LOCAL POWER COMPANY FOR" THEIR METERING EQUIPMENT, IT SHALL BE PROVIDED CHECKOUT AND STARTUP PROCEDURES AREA COMPLETED, IT IS THE RESPONSIBILITY OF � N `�' r` AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR, UNLESS,,, CALLED FOR ON THESE , THE ELECTRICAL SUBCONTRACTOR TO ENSURE THAT ALL CABINET COVERS AND DOORS:.�ir Q 0. 0 0 0 PLANS TO BE PROVIDED WITH OWNER'S>�EQUIPMENT.�000RDINATION WITH THE LOCAL ARE IN PLACE AND SECURED PROPERLY. ELECTRICAL SUBCONTRACTOR SHALL VACUUM,. `ti *Ti, 0 O � o POWER COMPANY TO PROVIDE ALL REQUIRED METERING EQUIPMENT WILL'BE THE , THE INTERIOR OF ALL CABINETS TO REMOVE ALL DEBRIS. ., (n r' RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. IF THIS ADDITIONAL EQUIPMENT t" u- 0 0 ,� IS FURNISHED -BY THE ELECTRICAL SUBCONTRACTOR, IT MUST BE COORDINATED WITH 12. ALL CIRCUIT BREAKERS FOR HIGH INTENSITY DISCHARGE LIGHTING CIRCUITS AND _ w W LL Z z° THE SWITCHGEAR MANUFACTURER ,TO ENSURE U.L. LISTING INTEGRITY. ALL THOSE FOR FLUORESCENT LIGHTING CIRCUITS SHALL BE TYPE "SD" BREAKERS c, � z U MANUFACTURED SPECIFICALLY FOR THAT PURPOSE. -o - "SWITCHGEAR 0 Q 5. INSTALLATION OF THE CENTERS" SHALL BE THE RESPONSIBILITY OF Q r� O THE ELECTRICAL SUBCONTRACTOR. THE "SWITCHGEAR CENTERS" CONSIST OF 13. ALL U.L. LISTED CIRCUIT BREAKERS RATED 125 AMPERES OR LESS SHALL BE-` Q. J cn a ,, FREESTANDING ENCLOSURE SECTIONS THAT BOLT TOGETHER WITH 1ARDWARE PROVIDED. [MARKED AS BEING SUITABLE FOR 75•C ONLY OR 60/75' CONDUCTOR. • IIIIIIIIIIIIIIII • THE CABINETS HAVE "OPEN BOTTOMS" TO FACILITATE CONDUIT ROUGH -IN AND I ' s ORIGINAL j INSTALLATION. THE MANUFACTURER SHOULD BE CONTACTED FOR... CABINET DETAILS PRIOR , 14. SWITCHGEAR SHALL BE ,FULLY OR SERIES FATED ,AT 65,000:,AIC. ELECTRICAL ISSUE DATE: 4/15/02 TO ROUGHING IN ANY UNDERGROUND CONDUIT. SUBCONTRACTOR = SHALL.; BE RESPONSIBLE FOf VERIFYING AIC WITF,, LOCAL ELECTRIC wit .' UTILITY BASED ON SELECTED TRANSFORMER ZE%. :# :; 6. , THE ELECTRICAL SUBCONTRACTOR WILL MAKE ALL •NECESSARY KNOCKOUTS IN THE z N % ,„ �.... . PERMIT SET ISSUE DATE: 4/15/02 CONSTRUCTION SET TOP OF THE CABINETS AS REQUIRED TO INSTALL ALL OVERHEAD CONDUITS. ELECTRICAL =. "° SUBCONTRACTOR SHALL USE EXTREME CAUTION AS TO PREVENT METAL CHIPS, 4 . ISSUE DATE: SAWDUST, FILINGS, ETC. FROM ENTERING CABINETS. `� y`` DRAWING NUMBER: �� y". ;irr .1 ." -13 I I . . VII EL13 03.15.02 _- . _ • • A