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HomeMy WebLinkAboutTown So. Plaza - (Bldg. A, B & C) 37613-3761613 2 4 A KEY PLAN NPF SHUT A2m'l OF DATE 3-8-85 PROJECT NO. 84-881 BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 #1195 Shell Only PLAN NUMBER --_ — - --- 4/3/85 DATE RECEIVED------ R.A. Pierce Construction Co., Inc. PHONE NUMBER:_ — ----- CONTRACTOR: —-----------___-- -_ Keller/Pate/Martin --__-PHONE NUMBER:_.—_ —.—--- ARCHITECT: ------ — Towne South Plaza, Inc. ------ OWNER: ----------- ---. -- --_ ------ Midway Road and U.W. #1 LOCATION:— — -- -- — — __— TYPE OF OCCUPANCY: Mercantile TYPE OF CONSTRUCTION: IV SIZE OF BUILDING: --- --NUMBER OF FLOORS:—--1 TO COUNTY BUILDING OFFICIAL REQUIREMENTS: --- -- — 1. Sprinkler plans shall be submitted by a State certified sprinkler installer and reviewed by this office before any work is begun on the jqb-- -_-�—Ms�6-o'-T13-ITi''-�— GAG..G aT,ctia a-j 2. Portable fire extinguishers of sufficient size and amount shall be required in each bay at time of occupancy. �A ��-r-_•c'� s+ �. _—E�! �� �' Z i V NFPA 470 Section 700. Plans reviewed for shell only. s, e CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS eiEVIEWED BY: - n DATE--- -77 --- SIGNATURE n keller/ pate/ martin & Associates, Architects, AI.A, PA, Architectures Planning• Interiors Serial: 85472 April 22, 1985 Mr. Chuck McDermott Chief Building Official St. Lucie County Building Dept. Room 201 2300 Virginian Avenue Fort Pierce, FL 33450 Reference: Fire Wall, TOWNE SOUTH PLAZA Dear Mr. McDermott: Pursuant to our telephone conversation of April 19, 1985, attached please find revised drawings, as well as revised Area Increase Calculations for Bays 9 - 16 and Bays 17 - 24 of the above referenced endeavor. This particular calculation involves moving the four-(4) hour masonry fire wall from between Bays 13 and 14 as previously submitted to the new lo- cation between Bays 16 and 17. This will satisfy the requirements for unprotected, unsprinklered Type IV Construction under Group M (mercantile) of the Standard Building Code. If you have any questions, please do not hesitate to contact me. Sincerely, KELVVYTE/MARTINASSOCS., AIA, PA G1 n Pate, AIA IS I .S for Vice President ig Enclosure cc: Alan Pomerantz Rick Feuerstein 999 East Oakland Park Blvd Forf Lauderdale, Florida 33334 (305) 566-8717 Serial: 85473 April 22, 1985 MEMO TO THE RECORDS Reference: Towne South Plaza AREA INCREASE CALCULATIONS Group M (Mercantile) Type IV Construction Table 400 One-story unsprinklered 9,000 sq.ft. unprotected Bays 9 - 16 AREA INCREASES: I = 4/3 100% (F/P - 0.25) 1.33 (425/570 - 0.25) I = .659 Unprotected area UA = (.659 X 9,000 sq.ft.) + 9,000 UA = 14,932 sq.ft. Bays 9 - 16 = 13,800 sq.ft. 13,800 sq.ft. �- 14,932 sq.ft. Bays 17 - 24 AREA INCREASES: I = 4/3 100% (F/P = 0.25) 1.33 (2901450 - 0.25) I = .525 Unprotected area UA = .525 X 9,000 sq.ft.) + 9,000 UA = 13,725 sq.ft. Bays 17 - 24 = 11,600 sq.ft. 11,600 sq.ft. ­c 13,725 sq.ft. Serial: 85472 April 22, 1985 Mr. Chuck McDermott Chief Building Official St. Lucie County Building Dept. Room 201 2300 Virginian Avenue Fort Pierce, FL 33450 Reference: Fire Wall, TOWNE SOUTH PLAZA Dear Mr. McDermott: Pursuant to our telephone conversation of April 19, 1985, attached please find revised drawings, as well as revised Area Increase Calculations for Bays 9 - 16 and Bays 17 - 24 of the above referenced endeavor. This particular calculation involves moving the four-(4) hour masonry fire wall from between Bays 13 and 14 as previously submitted to the new lo- cation between Bays 16 and 17. This will satisfy the requirements for unprotected, unsprinklered Type IV Construction under Group M (mercantile) of the Standard Building Code. If you have any questions, please do not hesitate to contact me. Sincerely, /MARTIN ASSOCS., AIA, PA � /k/ n Pate, AIA or Vice President GP:,jg Enclosure cc: Alan Pomerantz Rick Feuerstein 999 Eost Ooklond Pork Blvd, Fort Louderdole, Hondo 33334 (305) 566-8717 i Serial: 85473 April 22, 1985 MEMO TO THE RECORDS Reference: Towne South Plaza AREA INCREASE CALCULATIONS Group M (Mercantile) Type IV Construction Table 400 One-story unsprinklered 9,000 sq.ft. unprotected Bays 9 - 16 AREA INCREASES: I = 4/3 100% (F/P - 0.25) 1.33 (425/570 - 0.25) I = .659 Unprotected area UA = (.659 X 9,000 sq.ft.) + 9,000 UA = 14,932 sq.ft. Bays 9 - 16 = 13,800 sq.ft. 13,800 sq.ft. �- 14,932 sq.ft. 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I `hI�rvIR .l A a I IIII _IRA .� ��rypp�f +�1 L , y: ' : I .. ( �1� ` '- ' � f r I 1 1 ' 1 ' 1 • • 1 1 r Io1 ��� r I 1,. � � u11i1 �:�_�TA Ii�A 0, all r 0 t ��fr L m W -NMI midi �� �, Yf: k. ?�.. A, 'f nay x;: mv. i- kl i Y R ... .. }'e �i1s . t 4 �.e adtl�z�Q KEYNOTES: a 1. LANDSCAPE AREA: TYPICAL (SEE SHEET SP-2.0). '. 2. TYPICAL 12' X 20' HANDICAPPED PARKING SPACE, 4' WIDE CONCRETE RAMP WITH WARPED ka�q ' i\"'-; _ ,. ,. ,iPtj y 9d.,�1 }1 Jf p „3 8Y , ^t3 KYc i'qv SIDES WITH MAXIMUM 1:12 SLOPE. PROVIDE HANDICAPPED PARKING SIGN AND PAINTED INSIGNIA. ffYY ♦ iF'T3. TYPICAL 10' X 20' 60-DEGREE PARKING STALL. PROVIDE 4" PAINT STRIPE, STATE OF FLORIDA, D.O.T. TRAFFIC-'eC. " v:1 4. TYPICAL 10' X 20' 90-DEGREE PARKING STALL. PROVIDE 4" PAINT STRIPE, STATE OF FLORIDA, D.O.T. TRAFFIC YELLOW. TYPICAL 12' X 20' 60-DEGREE HANDICAPPED SPACE. PROVIDE 4" PAINT STRIPE, STATE OF FLORIDA, D.O.T. TRAFFIC YELLOW. PROVIDE HANDICAPPED PARKING SIGN AND PAINTED 6 !v Jn INSIGNIA. 6. LOADING ZONE: PAINT DIAGONAL STRIPING AND "LOADING ZONE" ON PAVEMENT, 10' X 40' STATE OF FLORIDA, D.O.T. TRAFFIC YELLOW. 7. CONCRETE SIDEWALKS --SEE FLOOR PLANS. 8. CONCRETE TRANSFORMER PAD, F P 8 L APPROVED. SEE DETAIL. 9. TRUCK BUMPER --SEE DETAIL. 10. ILLUMINATED SHOPPING CENTER PYLON SIGN. 11. 18' X 50' LOADING DOCK --SEE DETAILS. 12. CONTINUOUS CONCRETE CURBING: ALL LANDSCAPE AREAS ADJACENT TO PAVED AREAS SHALL BE PROTECTED BY CONCRETE CURBING BACK FILL TO TOP OF CURB AND GRADE TO DRAIN AT PAVED AREA. PAINT, STATE OF FLORIDA, O.O.T. TRAFFIC 'fr.. . 13. DUMPSTER ENCLOSURE: CBS SCREEN WITH STEEL FRAME AND WOOD GATES --SEE DETAIL. 8 5.0 0' 14. STOP SIGN WITH STOP BARS PAINTED STATE OF FLORIDA, D.O.T. TRAFFIC YELLOW ON AD- JACENT PAVEMENT PER M.V.T.C.D. SPECIFICATIONS. ALSO, ALL OTHER ON -SITE SIGNS S 8 9 2 3' 02 ' E Yp a •'NO tp 15. AND PAVEMENT MARKINGS MUST BE IN ACCORDANCE WITH D.O.T. SPECIFICATIONS. CONCRETE RAMP TRANSITION FOR HANDICAPPED ACCESS. PITCH AT 1:13 MAXIMUM. PAINT WITH 4" WIDE TRAFFIC YELLOW STRIPING. ;0a I 3: - RETENTION AREA Ne� 26' 360W: . 85.00' co a N r 01 0 z 551 1 7 57- 01 XPANSIO1P A& \i tip 16. METER ROOM. 17. TRAFFIC ARROWS --PAINT TRAFFIC YELLOW IN ACCORDANCE WITH D.O.T. SPECIFICATIONS. 18. BASCARTS CORRAL. 19. TRANSFORMER ENCLOSURE --SEE DETAIL. 20. 6" CONCRETE CURB --SEE CIVIL ENGINEERING DRAWINGS. 21. ASPHALT DRIVE AND PARKING SURFACE --SEE CIVIL ENGINEERING DRAWINGS. 22. LIFT STATION --SEE CIVIL ENGINEERING DRAWINGS. 23. TURN LANE, TYPICAL. 24. PAINTED PEDESTRIAN CROSSWALK AS PER D.O.T.SPECIFICATIONS. PAIIIT TRAFFIC YELLOW. 25. CURB INLET (SEE CIVIL DRAWINGS). 26. CATCH BASIN (SEE CIVIL DRAWINGS). -- .-- -- - 27. FIRE HYDRANT (SEE CIVIL DRAWINGS). 28. SITE LIGHT POLE (SEE ELECTRICAL SHEET E-1.0). 29, CANOPY LINE ABOVE. 30. DETECTOR CHECK VALVE (SEE CIVIL DRAWINGS). 31. SANITARY MANHOLE (SEE CIVIL DRAWINGS). 32. 6" CONCRETE PAVING W/BROOM FINISH, W/6" X 6" 8/8 N.N.M. - 33. IRRIGATION WELL AND PUMP (SUBMIT SHOP DRAWINGS). 34. STORN WATER RETENTION AREA (SEE CIVIL DRAWINGS). 35. COOLERS 8 TRASH COMPACTOR (SEE WINN DIXIE DRAWINGS). 36. FOUNTAIN (SEE DETAIL). 37. HIGHWAY GUARD RAIL. S89 45' WE 934.53' a S Id li! I try It ! V4-AU'L I N1� Wj�?-� �i1'i�rll of Ftd�'-1 t� V" �.�•fiR+41*'F{ G ��ll�'� !�'��>'�I�t� 1�WI.k r,.16N• �I . Nam' ���I rJb. s'tfz! � � �-tr�lN.• 176 r N \ \ \ \ \ I. \ \ N . \ \ \ \ Z%r �t \ I / w \ I / 361 G ' 2d 3q. XIS • Slt'!� A;=.'�A i - C��Tv a) yTc „ i5 r WINN DIXIE 35.000 S.F. 8 F_',,j, ✓,asp 1 T1iE->>a \ 1 i 1 OF u yll \ kS 1-4 -� 1 5 5' 1 5 2.9 6' u'.L,"jx"§-. 4�Y�,.,.y �°'�✓ M<id,$ sre -x� y.1--�, ivk)� .. - - F � � " J a. ,�«m. ..i..v..:U. s. xx.. � . ,. a .,. - �..x .,.... _. ..,.. a' Y. a.., , c�'�` .,}�,. , � . ...r ,,.,,. k. m,4 .,,t^ nit -.. a z.....�m t ..t ,a �.. ... , - sett':.. � .,�, ,. .;•-., 5� .. : �,S.trm}Afi:... .. , a✓ ,. �%°a$tY3!:`Rv..... t, , �'+."� ,,... ,r&»Y';t�1_ ,..,�-R 9w ,,_..,S.pN i,.-k � ..'P15,f ��r;...r„ „ _t .. ,"�r.,1,.i��r., Yv «..J--..x., >AF �mPi,+, '�F+�#h' >.41,W; ..k'f`.. .1`kr. ki=.,3'8t.. r.'2i.htiru4.r4..,w'flri"°a'�+.X3b.,F,cw:�.,. ,;. ,.�&'..rkS`M`a... �'>'v,._t SITE PLAN 1"=505.0" ®® T CO 0 O o CO (� 4 OUTPARCEL B OUTPARCEL A 4 N 1 55' , ,, x W . 1 55 t _ / ta ..t'�-, 4 a a t k rya �'%Ir e#skj. .•. }"+c�.,. � �,%,)?, r, 5, ",.« ..: ., �"t,'F`t:. �4'ii. d. r.,,?,, « SITE DATA: BUILDING AREA: MAJOR TENANTS: Emu DEVELOPED BY: RALPH CHERNIN COMPANY INC. 437 E. ATLANTIC BLVD„ SUITE 9 POMPANO BEACH FLORIDA 33060 C30S) 786- 1022 WINN DIXIE 35,000 ECKERD 10,356 45,356 SQ.FT. RETAIL BAYS: 53,400 SQ.FT. TOTAL GROSS: 98,756 SQ.FT. PARKING AREA: PARKING REQUIRED: 532 SPACES PARKING PROVIDED: 53� SPACES El G>LLwo0 m�W `�x�oomzz ym® o.LOU O�S�aSI C7'� 0 0 E00t3> o� zoiu O pz�E.� >-oo>„�ra zv ¢�a�EE o0i i���NY�Qo zaN`QOvJ'1Z='i'�z _00E_Qv zi 00 EiQQ ; 0� i �max�,-�zOop �2_) 0 0 0 1 E z 0OoT 3:r�Z_30, i 02 �a000aa �owomsa�so�� SHEET Sp 1.0 OF 1 DATE 3_8_85 1 PROJECT NO. 84-861 i ` x Ali l _ c �Sr tia A+ 1 i rz "s`P: �. 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E ..., l > ,- . _.r. x _ ::., '3 _ ... , n .. ,. � r ., , - -_ , a* .: < .:._� ,-. r, _... a,• r. ."�.. -v _�, ,•z'•,. -. 5.x' ,f'. t.. ;4 -'.c �Z*=, .. `.., . � ',3 '1 1 ,..- :'� -. . .- _ , .[ _. :kn. x r ..._ .. rY,/ r s9v. _i.... :4.Me.. .r„m , __. ! e, 4°•?.. ._ ., s A , Y , 'Me _3,.._ ..77 Y�. T , ..:............... © I 0 k, A WON ifs � � I� t�l � �� � ® "x sz € �� x A •t� t = x k'-z� � ' r E + 6� _ • � • • a :,z- � r� `ram.€ �''�< fir, yt, � � "'��s -',="- --� 11111111111111111111111111111 ; 4 •a, �� - § a � :, �r _,,: ,F$` : >sr � d �".mod �s`, ;; rs : iai t : M e S * V #act rl r. STp GPijNT DOOR SCHEDULE DOOR FRAME Hw SYM REMARKS MK MATERIAL TYPE DIMENSIONS TYPE MAT'L A 1/4" CLR. TEMP. STOREFRONT 3'-0" X 7'-0" ESP BRONZE A ALUMINUM THRESHOLD. GLASS & ESP ALUMINUM WEATHER-STRIPPING URUNIE ALUM. B 20 GA. H.C. METAL FLUSH 3'-0" X 7'-O" METAL F PAINTED DOOR AND FRAME, ALUM. THRESH- OLD, WEATHERSTRIPPING C H.C. WOOD PRE -HUNG 2'-8" X 6'-B" PRE -HUNG WOOD C PAINT GRADE FLUSH 0 20 GA. H.C. FULL 3'-0" X 7'-0" METAL D PAINTED DOOR AND FRAME, METAL LOUVERED WEATHERSTRIPPING, ALUM. THRESHOLD E 20 GA. N.C. FLUSH 3'-O" X 7'-0" METAL E PAINTED DOOR AND FRAME, METAL ALUM. THRESHOLD, WEA- THERSTRIPPING F 20 GA. H.C. FLUSH, 1-112 3'-0" X 6'-S" 1-112 METAL F PAINT DOOR AND FRAME METAL HR. RATED RATED ALUM. THRESHOLD (B) LABEL MIN. G 1/4" CLR.TEMP. STOREFRONT 3'-0" X 7'-0" ESP BRONZE G ALUMINUM THRESHOLD GLASS & ESP ALUMINUM WEATHERSTRIPPING BRONZE ALUM. 10 6=w lit — Z / T DG f. FLOOR PLAN KEYNOTES 1. TYPICAL LEASE SPACE TOILET ROOM. SEE BLOW-UP FLOOR PLAN THIS SHEET. 6" X 6" PAINT GRIP GALVANIZED METAL DOWNLEADER WITH CONCRETE SPLASH BLOCK 2. ONE -HOUR FIRE -RATED PARTITION TO UNDERSIDE OF ROOF DECK, 5/8" TYPE "X" GYPSUM PROTECT DOWNLEADERS EXPOSED TO VEHICULAR TRAFFIC W/8" DIA. CAST IRON BOOT BOARD ON BOTH SIDES OF,3-5/8" 25-GAUGE METAL STUDS AT 24" O.C. FIRE TAPE TO 5'-0" ABOVE GRADE. ABOVE CEILING. TAPE AND SAND FINISH, READY FOR PAINTING. TYPICAL SALES AREA FINISH. FLOOR-- CONCRETE: WALLS --GYPSUM BOARD, 3. ALUMINUM STOREFRONT --ESP BRONZE FINISH. 1-3/4" X 4" ALUMINUM TUBE FRAMING 5/8" TYPE "X", TAPE AND SAND FINISH, READY FOR PAINT: CEILING--2' X 4' FI SYSTEM WITH 1/4" CLEAR TEMPERED GLASS. ERGLAS ACOUSTICAL CEILING. 4, 1/2" GYPSUM BOARD ON PRESSURE -TREATED 1 X 2 WOOD FURRING --TYPICAL AT SIDE CON- 21. TYPICAL TOILET ROOM FINISH. FLOOR --SEALED CONCRETE: WALLS --GYPSUM BOARD, CRETE BLOCK WALLS (REAR WALLS EXCLUDED). TAPE AND SAND, READY FOR PAINT: CEILING--1/2" GYPSUM BOARD, AT 8'-0" A.F. '411 22. TYPICAL SERVICE HALLWAY FINISH. FLOOR --SEALED CONCRETE: WALLS--5/8" TYPE STEEL COLUMN CONCRETE FILLED (SEE STRUCTURAL SHEETS). GYPSUM BOARD, TAPE AND SAND, PAINT: CEILING--2' X 4' LAY -IN ACOUSTICAL CEILING. 10 LB. ABC FIRE EXTINGUISHER IN EACH BAY (BY TENANT). 23. TYPICAL DIETER ROOM FINISH. FLOOR-- CONCRETE: WALLS --PAINTED CONCRETE METER ROOM (SEE ELECTRICAL SHEETS). BLOCK: CEILING --EXPOSED. 8. DUMPSTER ENCLOSURE (SEE DETAIL). 24. REMOVABLE STEEL TRUCK BUMPERS (SEE DETAIL) 9. LINE OF CANOPY ABOVE. 25. F P & L TRANSFORMER PAD (SEE DETAIL). 10. 18" DIAMETER CONCRETE COLUMN. PAINT CONCRETE (SEE FOUNDATION PLAN). 26. 1" STRUCTURAL EXPANSION JOINT. HARDWARE SETS AKMETAL (SEE DETAIL THIS SHEET). 11. LANDSCAPE AREA (SEE LANDSCAPE PLAN). 27° STEEL COLUMN, CONCRETE FILLED (SEE FOUNDATION PLAN) IN STOREFRONT. WRAP IdITH A. AUTOMATIC CLOSER, DEAD BOLT, PUSH BAR, AND PULL HANDLE.' 12. 4" THICK CONCRETE SIDEWALK (SEE WALL SECTIONS) BRE B. DEAD BOLT WITH THUMB TURN INSIDE, LOCKSET, CHAIN -TYPE WIND GUARD CLOSER. 28. STEEL COLUMN, CONCRETE FILLED (SEE FOUNDATION PLAN). WRAP WITH 5/8" TYPE "X" C. PRIVACY LOCK LATCH SET. 13. 8" CONCRETE MASONRY UNITS (SEE STRUCTURAL SHEETS). GYPSUM BOARD. 14. TYPICAL TOILET PARTITION. 1/2 GYPSUM BOARD ON 3-5/8 METAL STUDS AT 2¢ D.C. 29 1" EXPANSION JOINT IN SIDEWALK SLAB AT 450 TO CORNER OF BUILDING D. LATCH SET, CHAIN -TYPE WIND GUARD CLOSER, "METER ROOM" OR "TRANSFORMER VAULT" NAME „ r� " x PLATE. TO 10 -2 A. F. F E - a.� ,. r +„,5e' ,,,.F '%"2;ae. ..' . ,:.. E..',s'.:. #lre`,i t}e "1 y't',m. �r -t�i-," "y',x'`:`..c *-, vsi,,�#"'' y`§�"z ',k §T'Fi.M11 ✓'r ,{ v wa F, €'' 1c ." �µ' •:y,rN . . -t1"`r y° § . C ! „ "' i t .. °#` ai '',x�€ 4' it i, ,.Fw 3.��' 'Y) t' E. PANIC HARDWARE, CHAIN -TYPE WIND GUARD CLOSER. 15. 4 WIDE X 4 THICK CONCRETE PAD AT EACH R AP. DOOR (TYPICAL UNLESS OTHERWISE T� + $ .�a , I NOTED) BROOM FINISH.„ 7 +a,`,ka�'„ ' ` s Tws r =J S i 5- € x F. DEAD BOLT WITH THUMB TURN INSIDE, LOCKSET. ,., .. } �..�` � r�."_,''.�t�"'.�s`� � �"` �zak�� t...":R�r, '�r �^`�„�a„}: ` 16. 4" THICK CONC11£ic SLAB �s§ uT ,. a ;,: t G. PANIC HARDWARE, AUTOMATIC CLOSER. ° 17. 5/8" STUCCO. SKIP TROW�L FINISH PAINT. " ,." NOTE: ALL EXTERIOR DOORS TO HAVE ALUMINUM THRESHOLD &WEATHERSTRIPPING. 18. REAR WALL ONLY. PAINT W/WpTE9Pie0oP PAINT, TOOLED JOINTS , R 3WF c Kk,•:yF' 44 p xY A ARCHiT Z01-00 •� vu � .�,�'„k�w.�n�; §,�},`ir.�i. n��s. .iuc`�9''#tte, „{�, .:, *��"e: � 'xis', a,'i`*#§*�,�te..";§�; D3 ItihJfi- I C A3.0 I I A3. 1 r�- L.. 4 oWW ��.o rz a v z z E w 0 j O oo°paqd E �O VO U,OzQ Zgoo E vv O ii�o yK(z$�O�o4 — �� _OEO �zo0�� �- n Ozsa 0> ¢o �n , a¢V co Q O 0 Q Ln Ln O CL D c o u ai C N M C p M L cn M _6 ` C 6 E T • O C O W L- � a- 6 v O � o D y L w 0 a?$ i 111111 r6 A3.1 w KEY PLAN t t t Npr Q 0 0 Q �, N N Z J EL Y a W Q 0 ,. LL r SHEET AI.O OF DATE 3-8-8J G PROJECT NO. 64—BB 1 V 4 4NOY .''� t 'j�z � ,��'+#•�" °rot, a �� .. 1 ' .€ � � � ��'# �sx n, TOILET ROOM 4E � Iq' I w sE y ti rSY+fq` n �g�mfdgmmmmmvjmm now �v f /" 1 "' 1 1 // 1 •11 1 y � k �`4i..''� Nr. Y i . • 1 • : \ 1 1 • I 1 I ai.a k(-.': SYSTEM WITH 1/4" CLEAR TEMPERED GLASS. 4. 1/2" GYPSUM BOARD ON PRESSURE -TREATED 1 X 2 1400D FURRING --TYPICAL AT SIDE CON- ' CRETE BLOCK WALLS (REAR WALLS EXCLUDED). 5. STEEL COLUMN CONCRETE FILLED (SEE STRUCTURAL SHEETS),. 6. 10 L.B. ABC FIRE EXTINGUISHER IN EACH BAY (BY TENANT). METER ROOM (SEE ELECTRICAL SHEETS). 8. DUMPSTER ENCLOSURE (SEE DETAIL). 9. LINE OF CANOPY ABOVE. 'KIO. 18" DIAMETER CONCRETE COLUMN. PAINT CONCRETE (SEE FOUNDATION PLAN).= 7% . ' 11. LANDSCAPE AREA (SEE LANDSCAPE PLAN). 12. 4" THICK CONCRETE SIDEWALK (SEE WALL SECTIONS)'('" �$ 13. 8" CONCRETE MASONRY UNITS (SEE STRUCTURAL SHEETS) 14. TYPICAL TOILET PARTITION. 1/2" GYPSUM BOARD ON 3-5/8" METAL STUDS AT 240 O.C. TO 10 -2' A.F.F. $ -15. 4' WIDE X 4" THICK CONCRETE PAD AT EACH REAP. DOOR (TYPICAL UNLESS OTHERWISE ss NOTED) BROOM FINISH. .-. - 16. IIT 4" THICK CONCRETE SLAB.' -�� ' 17. 5/8" STUCCO. SKIP TROWEL FINISH, PAINT. 18. REAR WALL ONLY. PAINT W/WATE•f tZPW PAINT, TOOLED JOINTS. i 29. 6" X 6" PAINT GRIP GALVANIZED METAL DOWNLEADER WITH CONCRETE SPLASH BLOCK. w PROTECT DOWNLEADERS EXPOSED TO VEHICULAR TRAFFIC W/8" DIA. CAST IRON BOOT"* TO 5'-0" ABOVE a 7, GRADE. 2O. TYPICAL SALES AREA FINISH. FLOOR --SEALED CONCRETE: WALLS --GYPSUM BOARD 5/8" TYPE "X", TAPE AND SAND FINISH, READY FOR PAINT: CEILING--2' X 4' FIB- ERGLAS ACOUSTICAL CEILING.M£ TYPICAL TOILET ROOM FINISH. FLOOR-- CONCRETE: WALLS --GYPSUM BOARD, q TAPE AND SAND, READY FOR PAINT: CEILING--1/2" GYPSUM BOARD, AT 8'-0" A.F.F. ""l 22. TYPICAL SERVICE HALLWAY FINISH. FLOOR --SEALED CONCRETE: WALLS--5/8" TYPE "X" 4 GYPSUM BOARD, TAPE AND SAND, PAINT: CEILING--2' X 4' LAY -IN ACOUSTICAL CEILING. / 23. TYPICAL METER ROOM FINISH. FLOOR-- CONCRETE: WALLS --PAINTED CONCRETE BLOCK: CEILING --EXPOSED. % 24. REMOVABLE STEEL TRUCK BUMPERS (SEE DETAIL). 25. F P & L TRANSFORMER PAD (SEE DETAIL).� ' 26 1" STRUCTURAL EXPANSION JOINT,' 27 "" STEEL COLUMN, CONCRETE FILLED (SEE FOUNDATION PLAN)'IN STORE NT. WRAP WITH BREAKMETAL (SEE DETAIL THIS SHEET). f 28 STEEL COLUMN, CONCRETE FILLED (SEE FOUNDATION PLAN). WRA° IITH 5/8" TYPE "X"., s I GYPSUM BOARD. 29, 1" EXPANSION JOINT IN SIDEWALK SLAB AT 450 TO CORNER OF BUILDING. IT b *ot-- -5;�-1 Fi:�,f 15 15) (Z FOR DOOR SCHEDULE SSE SHEET A 1.O 'I . F,*-L-..-..- fl REv!s!ows SHEET Al ®I OF DATE 3-8-8 PROJECT. NO. ®4-861 o� 15 )n �1 a tl• � ❑ ([A V�L ` � f a _ W` r •a r �P�l;VA 110-7, _ _ _ - ,t gin, r Pew — '4 µ, 0 Y 8_ 2 Pi .u/ �nuaurun ur.�r�an �• 1 13 15 21 T ii-c v O O C } Zoe-oll ISI.0it 1r g AMrsA M14 3 201-0 11 21 (I J , i4 TO ZS O r A,' A3n0 :•. �� o�� 201-0��- 15� Oil 5 2 3 2'1 22 1(0 l.X ♦ K ' • / F: It i yM 4 ry 3. I 1 k �v £1>. \ t. i 1 } }�'��' .fq. � ✓'+..F Y P .}4�}t { A � �♦ fi [ i C�i R {iF.� 3'41 N" 4 `kM',µ. t Gx ,.'� 1� 3"ra`S f"�f, _ ,� � £ � xS r -. ea ' Ca"...,..f.F� s �" :. k• -�y d y •'S' y}y,N �k . ,+'.h�d 2q h..� @' }V _�'�g,`q' z%.i Y£ klY .. d r,.... _ .z ..nre � � • „ore i > � • • • � • • • • mil.' }� y _ 'ems" � 3. �,}.:'tvr`4 // i . ...-... �. �>.4 �`. �+a�'-.-( `{-3i116:. 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' 1 1• •tt Y I 1v 1 1 •1 1 '11 1 •1 � 1 �'1" I1 11 1 1 S � � • • • � • � ♦ • '1 11 +i •1 1 1 1 '1 :If a • , t „„jee�''''Tyy ,i i �y y y a✓ dlLhka f r;fi. irY:S' .. #,itih 1 • 11 hhf 11' 1 1 :1 `• 1 u N. 1 tr 1 j�5.'+' % k $'{XF/ L*' Ynti.iY 'ard#"rii+dd a t x u- r , u•i g. ,fix,.. h x.e ;(,a- 0 4l}-'2,'t>;'& YrJ.n ake vt jlkl'. 3' 1 ci15s�k,�'"'^g h9r• tnn a z#3 ro?t4;. �Y I : ?;.drki �G3if 1 1 • 1 1' : 1 • .:i4'Sh%r •, , i4*"e.f i.nmt'tu 5 `Sstjj �' i 4., a:�s°i� v..a. 1t a 5h'ix'"ig ' * # f :g n+X ti ,r�i iY9' 5 h t ". .xsips "5 ika»'S �"" shk.i Ar k#�i '•k �� t. <!; ST eyl,"„L..pt41 T : «a � �AS�r �k. x,��: ri�aan�e5-xlz>�.? do mkxe $wiikd.v.�E?xem"�'"'. �Yr21�e •mdLbfm:V'•+� �x9rrsw" ` n�: %wn ""uaada 1 � k"t �! :1' • 1 1 1 1 „{..n n.Sx eu,adA.�rr'"- a. w�.t u,Y��,&`+a'r • '11 il• 1 1 1 1 1 1 1 / 1� i /• '1' / In g" { r Wlu nWYuunulu lSnnuunn `IE1111111111'!i AMIN • • I o m a O 1 2o1-0j1 23 Zo 3 24 IBM rY tom_ m A3o0 KEY PLAN N L Q Q 1� Q L Q CD CC Q o coi n \ki s o 6 1, 0 a O c o 0 L w /n vCC CE I a o Oa J rrAA Y/ N LL W 4w J v a W O LL REVISIONS ue di V —Io TYPICAL TOILET ROOM PLAN KEY PLAN �, 1/4"-1AO„ 00'A. A3v0 'A Ale C 0 9 I rzt�K MGM 2'b 151.o1i srt r A3v0 S, -10 2 ( tco fOlCol ta V _ V 39 I 0 i I 14 25 I O Zo 38 _Q o ��I Z7 I — I 27 B 27 i I ----L—J-------------------10 A3o1 --- 29 Wom �-Orlb AeJa�r--Nt to pn�Fr1�Nt � Al ANC`GAF� 5?121P5 CY'IP� o�y,�a s�oomr� z z�goE y vOz LL �E ffw �F 0 �s�ooG�0o�o� a� gaff O`W =iwoog==o0 rt aP1 �a Oo OaaE I Q O 0 to � O J IL N W Q W z v. a W 0 a LL REVISIONS A 1.3 OF DATE 3—$-85 PROJECT NO. � 18I-_ 40 ToP o1j 11 FAGADE IfS�-oIl carloF �( lol ,or `f Eo1 T. or cANOP-( T FLP. LAN SOUTH ELEVATION I1 SCALE 1 /e"- 1'" 04. A wo 10 Q.I ton �J ED fit' 't i i I I i rt i i I l t t I I 1 1I ( fiii1 fi'I EAST ELEVATION 3 A SCALE 1/8"-1'0" B B C <(A 3. 0 F I" AME11 NUM I porm SOUTHEAST ELEVATION 4 SCALE 1 /S"- 1'0" QIO 41 1 71� I SOUTH ELEVATION 5 SCALE 1 /S"- 1'O" O 11 Tor OF G ^ D E IS 1-OI I TOP CPS cAr`IoP`( 101 OIL 13oT`f• OF O1 all 1rLoof2, Llti C El ��=l -WA 0 Willa B 3.1 v � T P•U 'GAGE ui to r --- -----i j 0a 0 - 3IF 11-17�F Eln4J 5 �t , EAST ELEVATION SCALE 1 /S"- 1'O" 0 ZCo1.c u � 24' • v II 1 39 /ev I f1 J lid Pl f 1, LINE Q I 2 A , EXTERIOR ELEVATION KEYNOTES O 1. 5/8" SKIP TROWEL FINISH STUCCO, TWO COATS, PAINTED. 16. 6" X 6" PAINT GRIP GALVANIZED METAL GUTTER AND DOWNLEADER (SECURE AT EACH 33. METAL LOUVER. •- JOINT) WITH CONCRETE SPLASH BLOCK. PROTECT DOWNLEADERS EXPOSED TO VEHICULAR 34. FIRE DEPARTMENT CONNECTION. 2. VINYL CANOPY (SUBMIT SHOP DRAWINGS). TRAFFIC W/8" DIA. CAST IRON BOOT TO 5'-0" ABOVE GRADE. 3. METAL GRIDWORK--1/8" X I- INFILL WITH 2" X 4" FRAMEWORK, PAINTED (SUBMIT 17, METER ROOM (SEE ELECTRICAL SHEETS). 35. BUILDING SIGN LETTERS TO BE COLOR RED, FURNISHED AND INSTALLED TENANT. SHOP DRAWINGS). PRIMARY SUPPORTS AND ELECTRICAL CONNECTIONS BY CONTRACTOR. NOTE:E: IT 1S THE 18. PRECAST CONCRETE DOOR LINTELS (TYPICAL OVER DOOR OPENINGS). RESPONSIBILITY OF THE LANDLORD AND HIS CONTRACTOR TO VERIFY THAT A SIGN PER - 4, STOREFRONT --ESP BRONZE FINISH. 1-3/4" X 4" ALUMINUM TUBE FRAMINGSYSTEM WILL BE ISSUED FOR THIS SHEET WHEN CONSTRUCTION COtIlENCES. SYSTEM WITH 1/4" CLEAR TEMPERED GLASS. SUBMIT SHOP DRAWINGS. 19. I" THICK INSULATED GLASS IN ALUMINUM STOREFRONT --ESP BRONZE FINISH. 1-3/4.,MIT X 4" ALUMINUM TUBE FRAMING SYSTEM (WINN DIXIE ONLY). 36. METAL CANOPY (SUBMIT SHOP DRAWINGS). 5. 18" DIAMETER CONCRETE COLUMN. PAINT (SEE STRUCTURAL SHEETS). 20. 36" HIGH STAINLESS STEEL RAILING. 31. SECURITY LIGHT MOUNTED AT IS'-0" ABOVE GRADE. 6. FLUSH ELECTRICAL JUNCTION BOX FOR TENANT SIGN (TYPICAL EACH BAY), 21. SECURITY LIGHT MOUNTED AT 18'-0" ABOVE GRADE (WINN DIXIE AND ECKERD'S ONLY). 38. z WALL MOUNTED LIGHT FIXTURE SELECTED BY GENERAL CONTRACTOR. 7. LOCATION OF SIGN (BY TENANT) TYPICAL EACH BAY. SIGN TO COMPLY WITH SIGNAGE CRITERIA PACKAGE AND ALL LOCAL SIGNAGE CODES (ADDED SUPPORTS RE- 22. DOCK SEAL. 39. GENERAL CONTRACTOR TO LOCATE JUNCTION BOXES AS PER TENANT'S SIGNAGE CRITERIA. QUIRED ON MAJOR TENANT'S SIGNS). 23. DOOR (SEE WINN DIXIE DOOR SCHEDULE). -de �•14,=v- Fuw-tom'-b ✓�-z 8. GALVANIZED METAL EXPANSION JOINT, "KEENE" 115. 24. RUBBER IMPACT BUMPER. of WINN rw ou Ankh 9. STRUCTURAL EXPANSION JOINT (SEE STRUCTURAL SHEETS) "KEENE" 140. 25. 4'-O" X 1'-O" METAL RAIN HOOD. `T . {=W�il-� ;a.�: "jz•IG.a.L J VG'{•i� 10. 22-GAUGE PAINT GRIP GALVANIZED METAL FLASHING (PAINT TO MATCH STUCCO). 26. 8" 0 CONCRETE TRUCK BUMPER. �� fid F1.OV�i� ps4hl EL" 11. DOTTED LINE INDICATES CONCRETE TIE COLUMN OR CONCRETE TIE BEAM IN WALL 27. CHAIN LINK FENCE. (SEE STRUCTURAL SHEETS). 28. 8" 0 CONCRETE TRUCK BUMPER WITH HIGHWAY -TYPE GUARD RAIL. 12. HOLLOW METAL DOOR (SEE DOOR SCHEDULE). . PRE-FAB. COOLER WITH RAIN HOOD. - 13. GALVANIZED METAL DRIP DEFLECTOR OVER DOOR (TYPICAL). 30. 30'-0" HIGH TRANSFORMER ENCLOSURE. 14. FRONT FACADE BEYOND. 31. OPENING FOR COMPACTOR. 15. CONCRETE BLOCK (TOOLED JOINTS) WITH TWO COATS OF WAT�7Ro0P PAINT (REAR OF RETAIL BAYS, ECKERD'S AND WINN DIXIE ONLY). 32. METAL RAIN HOOD. 0 C A3.0 0 cI D I 201-011 7 TOP of poP-u 181, � 1I TOP OG ❑ FAGAL7E i2(_oll Toff of Z CaW=IPY Io1 o'I FLU LINE ,��, 11 9 16 13 12 0 ..� e ro I R v KEY PLAN PON NIF i1jigi!o ff ��NHHv i z :fOQ� N%4y 3� Lri op 2 O C^o � IM (3; Q • �, .$) W 4D C C d M �j rn cn M p Q • a o ElL A� O d yW�tt � Qs p � U o � L L w° I _Q Q O J U. M N wQ z J cL � a W O LL -- I SHEET A2.0 Of DATE 3-8-85 PROJECT NO. 54-881 rl , ah.vv #•.aq 'y s} t n k ; Iz T! aJIka,. i E O yT`I CIE\A TIIVrr/n SCALE 1/8"-1'0" 7 B C A3.0 A3°O 11 N�lll EAST ELEVATIO SCALE 1/8"-1'0" sm 2 ?CA 1.01, rL TOP OF KAGADE tATR.0/ I .FP -�� • { �u....� L.,".. NOR Y �_ - ir'T i a k vt e, �. fl ..e' F�vam vomit ,diF rt bs#r .: .i l�,&N vaZ_5 'S O ` �0 .9 .` 5. ■ 1 r o • I I k$I 1 ✓ a Hdi' 3 kdMt �i� oh �.Ss1y4y{ 4�3�ll&tihU. .tA:{.!J .CRr{tk i �"'t u`NL,�, �i�X�+ •''e�sC� irR�%i, `�5k ��1"f�r° i" .�reS.�� S$j Si`"+R q B':,rr ro4 r A �R � i irSY ,� Ur �'� n�,at � paF V t mir 1 low EXTERIOR ELEVATION KEYNOTES O � �5r # k �' � �h A 1. 5/8" SKIP TROWEL FINISH STUCCO, TWO COATS, PAINTED. 23. DOOR (SEE WINN DIXIE DOOR. SCHEDULE). 2. VINYL CANOPY (SUBMIT SHOP DRAWINGS). 24. RUBBER IMPACT BUMPER..'' 3. METAC GN'FDWM--I/'3" X I" INFILL WITH 2- X 4- FRAME'JO`RK, PAINTED (SOBNIT 25. 4'-0' X i•-0' METAL RAIN HOOD SHOP DRAWINGS). 26. 8" O CONCRETE TRUCK BUMPER. 4. ALUMINUM STOREFRONT --ESP BRONZE FINISH. 1-3/4" X 4" ALUMINUM TUBE FRAMING '�.� ,' -'•'� x,-•+=€`i a,%T; r. ,+.F ry `a-x I SYSTEM WITH 1/4" CLEAR TEMPERED GLASS. SUBMIT SHOP DRAWINGS. 27. CHAIN LINK FENCE. _ - 5. 18" DIAMETER CONCRETE COLUMN. PAINT (SEE STRUCTURAL SHEETS). 28. 8" 0 CONCRETE TRUCK BUMPER WITH HIGHWAY -TYPE GUARD RAIL. 6. FLUSH ELECTRICAL JUNCTION BOX FOR TENANT SIGN (TYPICAL EACH BAY). 29• PRE-FAB. COOLER WITH RAIN HOOD. 7. LOCATION OF SIGN (BY TENANT) TYPICAL EACH BAY. SIGN TO COMPLY WITH 30. 10'-0" HIGH TRANSFORMER ENCLOSURE. SIGNAGE CRITERIA PACKAGE AND ALL LOCAL SIGNAGE CODES (ADDED SUPPORTS RE ,,. 31. OPENING FOR COMPACTOR. .. wooft QUIRED ON MAJOR TENANT'S SIGNS). - 32. METAL RAIN HOOD. .I8. GALVANIZED METAL EXPANSION JOINT, "KEENE" #15. 33. METAL LOUVER.9. STRUCTURAL EXPANSION JOINT (SEE STRUCTURAL SHEETS) "KEENE" /40. -' •'�-^-^"'^`�� `w•I- 34. FIRE DEPARTMENT CONNECTION. 10. 22-GAUGE PAINT GRIP GALVANIZED METAL FLASHING (PAINT TO MATCH STUCCO). 35. BUILDING SIGN LETTERS TO BE COLOR RED, FURNISHED AND INSTALLED BY TENANT. 11. DOTTED LINE INDICATES CONCRETE TIE COLUMN OR CONCRETE TIE BEAM IN WALL PRIMARY SUPPORTS AND ELECTRICAL CONNECTIONS BY CONTRACTOR. NOTE: IT IS THE (SEE STRUCTURAL SHEETS). RESPONSIBILITY OF THE LANDLORD AND HIS CONTRACTOR TO VERIFY THAT A SIGN PER- 12. HOLLOW METAL DOOR (SEE DOOR SCHEDULE). MIT WILL BE ISSUED FOR THIS SHEET WHEN CONSTRUCTION COMMENCES. 13. GALVANIZED METAL DRIP DEFLECTOR OVER DOOR (TYPICAL). 36. METAL CANOPY (SUBMIT SHOP DRAWINGS). 14. FRONT FACADE BEYOND. 37. SECURITY LIGHT MOUNTED AT _+ le-0" ABOVE GRADE. 15. CONCRETE BLOCK (TOOLED JOINTS) WITH TWO COATS OFWAjE4jWF PAINT (REAR 38. WALL MOUNTED LIGHT FIXTURE SELECTED BY GENERAL CONTRACTOR. OF RETAIL BAYS, ECKERD'S AND WINN DIXIE ONLY). 39. GENERAL CONTRACTOR TO LOCATE JUNCTION BOXES AS PER TENANT'S SIGNAGE CRITERIA. 16. 6" X 6" PAINT GRIP GALVANIZED METAL GUTTER AND DOWNLEADER (SECURE AT EACH JOINT) WITH CONCRETE SPLASH BLOCK. PROTECT DOWNLEADERS EXPOSED TO VEHICULAR TRAFFIC W/8" DIA. CAST IRON BOOT TO 5'-0" ABOVE GRADE. 17. METER ROOM (SEE ELECTRICAL SHEETS). 18. PRECAST CONCRETE DOOR LINTELS (TYPICAL OVER DOOR OPENINGS). 19. 1" THICK INSULATED GLASS IN ALUMINUM STOREFRONT --ESP BRONZE FINISH. 1 3/4" X 4" ALUMINUM TUBE FRAMING SYSTEM (WINN DIXIE ONLY). 20. 36" HIGH STAINLESS STEEL RAILING. 21. SECURITY LIGHT MOUNTED AT I8'-0" ABOVE GRADE (WINN DIXIE AND ECKERO'S ONLY). 22. DOCK SEAL. ,:..... ._ .. ,�.. 5 -Aft WO E'��¢ gg7 g�3 V Q xq�S3yj �0 S� i2QVY�> Q 0 Q 00 '- Q _ Lr) af • MCA C � � N A3o 1 s C M Q • c2 o i co o d ✓ � -gY o ZO�.pll _ ToP OF ` 6 v C� 18�-oy wP.uP U � � � 'foP pF FACADE W a to V o �� I TOF of r-A,40flY 1o�.ou 41 OL �oTT, OF I� m 3$ O I I AST ELEVATION 1 SCAL 1 /S"- 1'O" } A ■ 4 .a ,,3 , ak'E" :'R' a.,2`. 's.„ _a��..+....`T r.-L-`, SCALE 1/8"-1'0" +i'.c _ .r T''w ..a. #..,r,4'"` r'�' "" A�� `v xM s a nY.. e .' .fit. IS *F =r ''-" ..*. sm It ,g .. i2 r.- 5 r. � i . ' y^�LY:T ter `t ..�'i„i ''. �,", ,� , r-, _ .✓,�,sxr` .r a.- s,TM 1 I I � II 13 II i EXTERIOR ELEVATIO1�1 KEYNOTES �� 1. 5/8" SKIP TROWEL FINISH STUCCO, TWO COATS, PAINTED. s> 2. VINYL CANOPY (SUBMIT SHOP DRAWINGS). 3. METAL GRIDWORK--1/8" X 1" INFILL WITH 2" X 4" FRAMEWORK, PAINTED (SUBMIT m 5 O 00 � SHOP DRAWINGS). i o o g Q sot t 3 qg 4. ALUMINUM STOREFRONT --ESP BRONZE FINISH. 1-3/4" X 4" ALUMINUM TUBE FRAMING g Q V'Q SYSTEM WITH 1/4" CLEAR TEMPERED GLASS. SUBMIT SHOP DRAWINGS. KKR"' 5. 18" DIAMETER CONCRETE COLUMN. PAINT (SEE STRUCTURAL SHEETS). Q $ a �00 � Y v ¢ 6. FLUSH ELECTRICAL JUNCTION BOX FOR TENANT SIGN (TYPICAL EACH BAY). 7. LOCATION OF SIGN (BY TENANT) TYPICAL EACH BAY. SIGN TO COMPLY WITH SIGNAGE CRITERIA PACKAGE AND ALL LOCAL SIGNAGE CODES (ADDED SUPPORTS RE- QUIRED ON MAJOR TENANT'S SIGNS). 8. GALVANIZED METAL EXPANSION JOINT, "KEENE" A15. Q 9. STRUCTURAL EXPANSION JOINT (SEE STRUCTURAL SHEETS) "KEENE" 940. Q ,O 000 10. 22-GAUGE PAINT GRIP GALVANIZED METAL FLASHING (PAINT TO MATCH STUCCO). 11. DOTTED LINE INDICATES CONCRETE TIE COLUMN OR CONCRETE TIE BEAM IN WALL '- Q (SEE STRUCTURAL SHEETS). Ln 12. HOLLOW METAL DOOR (SEE DOOR SCHEDULE). Q 13. GALVANIZED METAL DRIP DEFLECTOR OVER DOOR (TYPICAL). N 14. FRONT FACADE BEYOND. {-! O 15. CONCRETE BLOCK (TOOLED JOINTS) WITH TWO COATS OF WAMKffLODF PAINT (REAR y3 OF RETAIL BAYS, ECKERD'S AND WINN DIXIE ONLY). t=rn rMn 16. T GRIP D METAL GUTTER ADOWNND OEADERSERTOAVEHICULAR T EACH ASPLASH EBLOCK. JOINT) WITHN CONCRETE PROTECT EXPOSED V TRAFFIC W/8" DIA. CAST IRON BOOT TO 5'-0" ABOVE GRADE. Q O70 CL 17. METER ROOM (SEE ELECTRICAL SHEETS). 0 18. PRECAST CONCRETE DOOR LINTELS (TYPICAL OVER DOOR OPENINGS). O 19. 1" THICK INSULATED GLASS IN ALUMINUM STOREFRONT --ESP BRONZE FINISH. 1-3/4" X 4" ALUMINUM TUBE fit 6 Q Q FRAMING SYSTEM (WINN DIXIE ONLY). ` V (J 0 20. 36" HIGH STAINLESS STEEL RAILING. 0 -0 21. SECURITY LIGHT MOUNTED AT 18'-0" ABOVE GRADE (WINN DIXIE AND ECKERD'S ONLY). 0 X7 a W 2. DOCK SEAL. L O 23. DOOR (SEE WINN DIXIE DOOR SCHEDULE). CE �L 24. RUBBER IMPACT BUMPER. ^Y �rJ 25. 4'-0" X 1'-0" METAL RAIN HOOD. 26. 8" 0 CONCRETE TRUCK BUMPER. 2. CHAIN LINK FENCE. 28. 8" 0 CONCRETE TRUCK BUMPER WITH HIGHWAY -TYPE GUARD RAIL. 29. PRE-FAB. COOLER WITH RAIN HOOD. 30. 10'-O" HIGH TRANSFORMER ENCLOSURE. \ 31. OPENING FOR COMPACTOR. 32. METAL RAIN HOOD. 3. METAL LOUVER. • 34. FIRE DEPARTMENT CONNECTION. 35. -BUILDING SIGN LETTERS TO BE COLOR RED, FURNISHED AND INSTALLED BY TENANT. PRIMARY SUPPORTS AND ELECTRICAL CONNECTIONS BY CONTRACTOR. NOTE: IT IS THE _ RESPONSIBILITY OF THE LANDLORD AND HIS CONTRACTOR TO VERIFY THAT A SIGN PER- MIT 'WILL BE ISSUED FOR THIS SHEET WHEN CONSTRUCTION COt1MENCES. 36. METAL CANOPY (SUBMIT SHOP DRAWINGS). 37. SECURITY LIGHT MOUNTED AT + 14'-0" ABOVE GRADE. 38. WALL MOUNTED LIGHT FIXTURE SELECTED BY GENERAL CONTRACTOR. 39. GENERAL CONTRACTOR TO LOCATE JUNCTION BOXES AS PER TENANT'S SIGNAGE CRITERIA. c h 0 I 0 a 0 0 IL N N W Z .J a w v W 0 a U. -_, , Oir.., n .. .. 1,. .. .. - e...r.�.,,. R }'l`� 1i. _,. ..n .. - e�. .. t,;r. y . ..n � e: �RTI'°1WE9 7M-FPI ELE VATI® ALE '1 /S11-'1 soli •rrla \w=�Ii= 7UTti ELEVATI❑ ALE = QLYCCT J%!= 7 =r%rs L V NUO •rWmm r M�WA AMNIM LL D Q U. N W Q z -� W v a Ir 1.2 , ... ♦. v. , ,.�. e]. N.Y ... 3.. A.. r .. .. ... .. , x. A 5 .. ... , .. ..a _.Ni. ,�. t .I AI" n .s.. x x. n.., a. k, a .. _., ... ,.", ....e.. .., - ,. .,..x ...: � G� , .,.,• , .:, ,. x._ ., ... . ._.: . .. .,, ... "Y _ .... .n •$5.... .. .. .... f .o.. n , .... .. n a 4 . :., .. ... ., v , -.. .,I .. .. ..,. ,. n ,.- .., .. .n i. �1n 1, �" a ..� a _. a i u Y x ...� M1 N i... .:. ... .' I� .. ..:..� .... �.. + ... .. ,. _.... " r , .r.. .. , .... s. ..... W . . ..� i _. .. l.. i �.... n ..: ry + rv{ .... r+k ...a r ,♦ xK ,.,. i , .. .. a .,a'x, r . :na. ..' S ,',>y"�4:,v?i 4, -ak: y..,. r�.� ."r e. , r.... rs, c:. r . k:. ,.W� ,;.Y.. {i ,,, � `��, ^` r. ..'. i . :n.0 r +f .. . .. a ' is ..:r_. , v..... R n '. .,• � ,.;>:: ,!y... .� . . .. f �.My, .,. .. , v .. < .i ,.:.. .. ... _ r... a ...v. �..v. LEA .: 1 . .an $. 1 J i .. ....M1 ».. Yrdu...'A$ .. s.. >9 $r. +�.nl,. n ... r.... ......,. .#:. r, ... ry r m .....>.. a.. _ ..n _ .. .. ...n F . % .... x.... .:. .. r 1 >u n. .? , I y _ .. _ rl MARK FOOTING SIZE WxDxL SCH REINFORCING `- , A 20" X 10" X Cont. 2 #5 Bott. (Cont. B 8" X 12" X Cont.(Monolithic) 1 #5 Bott. (Cont.) C 3'-0" X 3'-0" X 10" 4 #5 Bott. (ea. way) D 4'40" X 4'-0" X 12" 6 #5 Bott. (ea. way) E 5'-0" X 5'-0" X 12" 7 #5 Bott. (ea. way) F 6'-0" X 6'-0" X 14" 8 #5 Bott. (ea. way) G 6'-6" X 6'-6" X 14" 9 #5 Bott. (ea. way) H 7'-0" X ;'-0" X 16" 10 #5 Bott. (ea.way) 1 24" X 12" X Cont. 3 #5 Bott. (Cont.) #3 @ 24" c/c transv. K 3'-0" X 3'-10" X 12" 4 #5 Bott. (ea. way) L 5'-6" X 5;r6" X 12" 7 #5 Bott. (ea. Way) M 8" X 8" X Cont.(Monolithic) 1 #5 Bott. (Cont.) N 16" X 10" X Cont. 2 #5 Bott. (Cont.) Q 4'-0" X 4'-0" X 12" 5 #5 Bott. (ea. way) P 4'-6" X 4'-6" X 12" 6 #5 Bott. (ea. way) Q 5'-0" X 5'-0" X 12" 6 #5 Bott. (ea. way) R 6'-0" X 6'-0" X 12" 8 #5 Bott. (ea, way) S 7'-0" X 7'-0" X 14" 10 #6 Bott. (ea. way) T 28" X 12" X Cont. 3 #5 Bott.(Cont.) #3 @ 24" c/c transv. U 20" X 12" X Cont. V 24",X 12" X Cont. 3 #5 Bott.(Cont.) #3 @ 24" c/c transv. W 6'6" X 6'-6" X 14" 9 #6 Bott. (ea. way) X 2'-0" X 2'-0" X 10" 3 #4 Bott. (ea. way) Y 16" X 10" X Cont.(Monolithic) 2 #5 Bott. (Cont.) COLUMN SCHEOU MARK SIZE VERT. REINFOR. OR BASE PLATE & ANCHOR BOLTS COLUMN TIES OR CAP PLATE A BOLTS REMARKS 1 3" X 3" X 3/16" stl. tube Plate 8" X 8" X 5/8" w/(4) 5/8" 0 anchor bolts Plate 7" X 10" X 112" w/(4) 112" 0 bolts conc, filled 2 4" X 4" X 3/16" stl. tube Plate 9" X 9" X 5/8" w/(4) 5/8" 0 anchor bolts Plate 7" X 11" X 5/8" w/(4) 5/8" 0 bolts conc. filled r 3 5" X 5" X 3/16" stl. tube Plate 12" X 12" X 3/4" w/(4) 3/4" 0 anchor bolts Plate 8" X 10" X 5/8" w/(4) 5/8" 0 bolts conc. filled ^ " 4. 5" X 5" X 3/16" stl. tube Plate 10" X 10" X 3/4" w/(4) 3/4" 0 anchor bolts Plate 8" X 12" X 3/4" w/(4) 3/4" 0 bolts conc. filled 5 8" X 12" conc. 4 #5 vertical #2 ties.@ 12" c/c ro 8" X 16" conc. 4 #6 vertical #3 ties @ 8" c/c 7 18" 0 conc. 7 #5 vertical #3 ties @ 14" c/c r 8 8" X 36" conc. 10 #7 vertical ti (3) #4 ties @ 8" c/c t 9 6" 0 X 1/4" stl. pipe Plate 14" X 14" X 3/4" w/(4) 3/4" 0 anchor bolts Plate 8" X 12" X 5/8" w/(4) 5/8" 0 bolts ' 1 o 6" 0 X 1/4" stl. pipe Plate 8" X 10" X 5/8" w/(4) 5/8" 0 bolts conc. fitted `x 1 1 6" 0 X 1/.4"extra strong stl.pipe conc. filled 012, 4" X 4" X 1/4" stl. tube Plate 9" X 9" X 5/8" w/(4) 5/8" 0 anchor bolts Plate 7" X 10" X 5/8" w/(4) 5/8" 0 bolts conc.filled 18" 0 conc. around w/ 4#4@16"c/c&wrapped w/6X6 10/10WWM 013 ^stl. 4" X 4" X 1/4" tube conc.filled with conc. block around. see detail. 1 4 4" X 4" X 1/4" stl. tube conc.filled with conc. block around. see detail. �3" 1 0 X 1/4" stl. pipe Plate 8" X 8" X 5/8" w/(4) 5/8" 0 anchor bolts Plate 8" X 8" X 5/8" w/(4) 5/8" anchor bolts conc. filled s' s 3" 0 X 1/4" stl. stub pipes Plate 6" X 5" X 1/2" weld to bar joist Plate 4" X 8" X 112" weld to stl, beam conc.filled. provide 24" min. clr. under stl. beam to roof. .1 7 5" 'X 5" X 3/8" stl. tube Plate 14" X 14" X 7/8" w/(4) 7/8" 0 anchor bolts Plate 8" X 12" X 3/4" w/(4) 3/4" 0 bolt conc. filled ". 4" X 4" X 5/16" stl. tube Plate 9" X 9" X 3/4" w/(4) 3/4" 0 anchor bolts Plate 8" X 10" X 5/8" w/(4) 5/8" 0 bolts conc. filled ,"".t .�i'kj'f.:fi7'" rPWJ f — E GrI E CIF �zOt all I II `>IDEMt4l _ A►co ABo FOUNDATION PLAN L' l UA O'B A3.1 I j A3, 13 x _ a 0 J fA LL Y� N wQ w N z0. Q W 0 a LL N � p p w � p 0W ma" � Ong Z� 3 Q V Y/X p ffa3 O E�-z 3�6y6u2 q o Wo�� �IEn goo a '�iwa6 �p'�o�Ya z0 2EO0I ppEH 00 °0 aw ffao�o5�0w..xt boo°�p tQ� z4p�pk �iwn ✓>n i �a 00C'ga XE� C Ce 0 ap Q O o Q Q o (1 a)(1) C d M +� C 0 n -C _O CO C> o -° Cc a `0 q 6 v O° V N O w° o C`0 `- o V M DM �..1.. 1 EY PLAN N REVISIONS SHEET S'1.0 OF DATE PROJECT NO. 84-861 i 2 - raLi G ii is u XX FOUNDATION PLAN FOR COLUMN ANO FOOTING S SEE_ SHEET 81.0 PW4 4-- a� �ZA,c>i us 6 101 5) i i `` KEY PLAN NW i ,F�.w�n�5'aLL LLo O� v 9;s@i!��EgGi ,.,a 3S' FFffi�O n i�0OpmaY N o- ¢E �o V=0EoY z oga to ff N i W a z E 4 is Qo>i�XOEO i3 wO��ziop� gj0 �a00°Qaa'E��c� cjf Q CO Q Ln o t "5 c) c mM C c n L _6 rn U o Q n o c a) o d 6 o O c w° ° df L REVISIONS SHEET Simi OF DATE 3-8 .85 PROJECT NO. 84-88'l 5 WIM l i a �r4I pfl r71 oli �'—G7 FOUNDATION PLAN cI A3.0 FOR COLUMN AND FOOTING SCHEDULE N SEE SHEET S 1.0 B A3.0 1r� 11 roWo..„0¢LL ao�S-O �p m� �3jz 00>zz i� az�ff to- avo�pm �Vp�� O,� O-E�mLLE� oOt �:2 ma awaaE�Nao4� `z=�ooK�op�o�i �oa�a�wo�oa� g�ouooa�o�o� �o Wes: �a000aa�Eaa 10% o LL ED N yu Q W nj a W e� D C� �■ IL REVISIONS SHEET w■ IS ■ IC 2 OF I KEY PLAN /\ 1 DATE 1 PROJECT N0. 94-961 We ;,a" Ole ,tSr+gk ., 6 �51-a roe 1 A e I KEY PLAN .0r; N FOUNDATION PLA 1 /9":'I'—O" 171—�r1 17:�n ICI -(III 1-7 (po -I --------- 5 ----------rt 1-7 ---------� — i I -- i I I I A I I I 5 5 I I I I I � I I I 5 I I � I I FOR COLUMN AND FOOTING°�� 4BL P q d r 0 Paw rtD l: a 4 Is' W r3 9f a. J Em" �y� v h 'rr 7. �'✓"'� �1+ a .`' t,rr ii, s` �i iyG 7 I,� h`f� kf, �v z.�db �i 3+`k,+�.ti's,� ?."k7W�'� "fi, f" ., � C ,i ,� ' �.. i•"�al bar dd�,"as,� z �3 1-- --z a ' ,�Iw k Tr '"�. u+�p 41 N 4 4 'e+� MIS ti zr W a. 1 u _ n }'k�`�*a ��'.�� 3 �"s.'�n `. i � J" rw F! 'r:'r� � �.Na+d�,•+n.".-e• ''n`, Y �a`�x�w r9���'q fk �.�5 �� r �* I a Q I-'Sr i 4 yy y u.#,.. -1 •�{ .� quwk}y � ,fir Y��+ 4 { T R � 3�N� ar I x .w N c 2 2 1 2 2 O „ - II /i ��' s e � _�^' � ��I- �I 4 -ID'-r ..a-��s�f�— -- -- - -- -- - - - as I it I a 5�411 �L7' .57 III �yi I i_ — Ii I I lyil �x d}n y�_/� y iM. >� ery L.Y :�.. , .x 6�r4a. bS... YY4✓ I V II L. -t I Q I fi_ —� I I I 5 2 N A I I �1 rc l I I I I I _4j L It Em ' W v�¢ iOr �V�g�°oo>sg p �+ppOdia��ON0 O o O X z�¢ ffw �_ =Eat �oo�o°boo Egg a� o E� i 3- 0- .- z z o 0¢ ��oOOaa�Ea �� a n... ism ZamnOr, . E r t x 3 war �0 ��.A3.0 A3.0 TB_ TOP OF BEAM (4)AROWS OF BRIDGING ANGLES 1/2"xl/2"xl/8" (-''- q u JB 141,III NOTE.t JOIST BEARING VARIES WITH SLOPE I't tvT, Jot tiff' ANGLE 3 1/2"Ix3-1 2"x1/4" I IFRAM AT�A/C PENING " yl ANGL 3- /2 x 1/ "x 1/ FR ME A�T A/ OP NINGI TY 1 ( CAL) ,(TYPICAL) I I I AD X -B IDGI• G Al ENDIS LOPE. ADD BRI GIN( AT NDS' I OF A/C NIT (TY ICAL n I I I OF A1 C UN TS (TYPIC.AL) i Mirk, I � I I I SLOPE I ' 1 I W12x26T0 o W 12x26 BOTTOM I'Ai l�iill�i��l JB Its 1 A I I I- • a ►- �O '0 I- m • m ' N N x x ;N N - �- o (4) ROWS OF BRIDGING A-NGLES 1/2"x1/2"x1/8" 2 7 2 INSiILATI G CON CRET ON 2 GAUGE GA VINIZ D ME AL DECKING (TYPI�AL) 'SLOPEI IE I I I J--�V12X26 TO� W12x26 TOP 12x2aLT W12x26 BOTTOM W12x26 BOTTOM W12x26 E DETAIL i(3,O LINE OF VINYL CANOPY ASSEMBLAGE (SUBMIT SHOP DRAWINGS) I c A 3.0 i B A 3.0 RO F FRAMING PLAN 1 /6"= 1'-O" I JB I<pl-2�/2 VA�IE�i. I A A3" 1 M KEY PLAN x '' N A3" 1 =WW m�"_sa=oaoT°g 0 o��m���WzmFO -M—HoE.zirz z¢z ig'...i O 6LL000E1m`05Z w Ova a I o°i t¢ �roEao-QyqY 4o� �QQgEE ¢pow,; ���ooGooO o0 igo��ioo�X NooW�;�oz�go ai W 1 a Sao"o0�a����� I o I- 3 - o 04 J LL N N WJ Za 1 W u 0 W a LL REVISION SHEET /� S2mO OF DATE 3-8-85 PROJECT NO. • 64-661 1-1 i GI1 TOP OF BEAM JB 1= 4 -11 TS TB TB JB • _ I 03 cp J S JB ti \• d e a W 1 x 5 �e ys A� \ ,e f� e 1 � ADD X-BRIDGING AT ENDS \ Bye \ OF A/C UNITS v8ye (TYPICA ) �� NO JB 21/2" INSULATING CONCRETE ON 26 GAUGE METAL DECKING (TYPICAL) JB 4_II m F "7 A� A� �6 h's Bye s � lays •\ �. 3 •� i • �8N �' 8y o \•' � ' 3 0 ' 60 JB �ye \ A p 4 UP CP CID /A / y \ 12x26 (ToM) W 12x26 (BOp 1,00 _ -- - t — '14 ,%* 4 •.S" 8Ne \. \ �._ _• , 18H8 � �• 18H8 �.� ��• "ays 18H8 II fj1 aHg �---� ---��'• � Js 151-� �' s 18H8 co a ►G- 81le 'mm -�`---1•_SH6 4'-5• c/ -_. 18H8 cv m 18H6 LOPSi 18H6 y+ 'f"__ 18H6 18H6 ANGLE 3-1/2 x3-1/2 x1/4 FRAME AT A/C OPENING (TYPICAL) JB ICI -'I" JB Is i" LINE OF VINYL CANOPY ASSEMBLAGE (SUBMIT SHOP DRAWINGS) ROOF FRAMING PLAN *1 /823_ 1,_029 3� C TOP OF PARAPET ANGLE 3-1/2"x3-1/2"x1/4" FRAME AT A/C OPENING (TYPICAL) �fir` (61ROWS OF BRIDGING ANGLES 1/2"x1/2"x1/8" i 1 ;f I" w. .1DIN1' JB -- rF7i:: II KEY PLAN N REVISIONS SHEET S S. l OF DATE 3-8-85 PROJECT NO. 84-881 J B 1 +4Yf 4 N Afi � z TB TO IADD -BRIO ING T EN S OF A/C UNITS (TYP.) • ; 1 1 r,v r, ii•i�up ���, AN LE 3 1/2"x -1/2 x1/-# FRAME AT A/C PE NI G (TY1 I i I G DETAIL A3 O 3 9N 12x 6 W 12x26 II J,B I i I GI II JB TO TB TB TB TB • I u• I J B 115, 2 —o B 10 9 y 21/2 INSU TING 0N260 CT GAUGEMEYPI) I I ' 24N7 '-O c/c I I TO ) W 1 2x 6 TO ( �o) BOTTOM) . _I W 12x26 (BOTTOM) Jg_ T.B.- BIIx1211 p© F-e- ,7 tom �t if!--- *r-AM I/4I -zz #'r�, ROOF FRAMING PLAN ANGL 3-1/ "x3-1/2"x1 4" FRAM AT A/C OP NING TYPICAL) I I I I C A3.0 aarql 101 91 ' B ' A3.0 r=. (6) ROWS OF BRIDGING ANGLES 1/2"x1/2"x 1/B" 1 x W��W��ffi W�QW a`z��Osi�O`3g�_ �u E op OO n mO oz vs�W a�O�y Egp of E Eogaw`< � 0o�o�a� �wLL ,2o 03> tW = 0 0 ooy. r nQa°z c�>SE.. W�oa ° g `Q000z-Qo¢ 00 Q O 00 C Lf) Q CD 0i O-) a 0 C � M +l C o M L G m rn C o a Q a o cn oE a) a ,\ 6 v O U O � w° o vNi v 41cb� I IQD 7C 'o � : a aQ o J u (0N wa �a W a W a a LL REVISIONS KEY PL�q" DATE 3-8-85 PROTECT NO. V JJ B4-B6 O §I I­WT, fl,"I2 I- q, 4q, -4- �.% VA % o a.n ­ "ZQ t� % 0 • lie, (6) ROWS OF BRIDGING ANGLES 1/2'x1/2"x1/8w 1 T k >Y x r a TB TO e"I TB 41 a E �12 7— 1- 7-Qw�tf A 0 00 o y, r +k. i6ez1c3— MOM 77— SLOPE B tv, --I t'o OL J C4 C4 . . ...... .. I 1 ii0 x x Op 0 C4 cy 3. A A I �aXA L E" 4-1/2*x3-1/2 /4' OM41"l FRAME T A/C OPENING (TYPICAL) Lf1 cr_ Kr=y PLAN.0r; cr 0 N-) N ti .. -0 410, o) C, > a T05 c m WA 4� m M ROOF FRAMING aIE u �i- Cc 0 o- o ADD X-BRIDGING AT o a) c 4� ENDSOF A/C UNITS __j_ u 0 "LiB 0, (TYPICAL) 0 u 0 0 C ary 2 ,P: oLjB cr C4 CE IL x x C6 C4 A 0 • A3.0 SS V F T,E3,m SLOPE ILI rl J13t is pgii r, GtlF 3 /mmmj _O7 __ 11 1 10 1< TB TB TB T D TB TB #000NNIOMP TB JB 64 JI lz J1j" ANG, E 3-1✓2wx3. 1/2'41/4* AD, D X-E RIDG NG T EN S 31/2*x3-1/'x1/4 CAL) F A/C NIT ICAJ E9 >rtFRA E AT A/C 0 FRAME Ar A/C OPEN NG (Ti7PICA il W: (TYP CAL) • F -7. a • 0 04 cy x x CY 04 Fwm- c co A3.0 z a 1 V-0 c/o IN §\ 102 Im is cy J 113 N Oal rx ... ... . UL Cp -1 qj1M K CID. 48 9 13 ..13. !L-4 — -- w tL 0 mcm U) F 0 LIGHTWEIGHT CONCRETE 0-- j AI.J -j i� - ON ROO OVER cc 2 1/2 INSULATINEG CONCRETE 014 26 ul C K 1: 1 THIS AREA Z GAU kL 0 KING (rypic L) EL oz E MET u SEE SHEET AS.3 w B '22 H 0 51-0. C/c 1- 10 co (6) ROWS C F BRIDGING c%I cy o tREVISIONS 'ANGLES 1)2*x x x1/2"x1/8 W 1 2 x 2 6 e rop WWI x W12X29 TOP 2 W12x26 TOP 26 BOTTOM W 1 2 x 2 6 60 T M e W12x26 BOTTOM is W 1 2 x T W 1 2 x 2 6 BOTTOM W12x2S BOTT EE Of LINE OF,VINYL CANOPY ASSEMBLAGE SHEET S Ail" (SUBMIT SHOP DRAWINGS) A3. I rB& S2m3 kl�p War" i il v E OF Ell, 10. ki'Q z, am l DATE `ilk 3-8-85 1,,, 'J%Ti� v B i"', PROJECT NO. A A3 0 T, A3. I c F[ ij IFF rr x J. v in s \� SLOPE pTooF jh j 'OP OF ^° ^ Po? • UP i imp 17 14. r.+ r �015"f BEAP�IhIC-� IoI.I�2;1 �jOTT, OF STEEL BI 2 ,cam, �,,x %r i 0 WALL SECTION KEYNOTES 14. 5/8" SUTCCO, SKIP TROWEL TEXTURE, TWO COATS, PAINT. E 33. 8" X 14-1/2" CONCRETE TIE BEAM WITH 4 HS HORIZONTAL. 51. 8" X 12" CONCRETE TIE BEAM WITH 4 k5 HORIZONTAL. 1. 4" CONCRETE SLAB WITH 6 X 6 10/10 W.W.M. OVER VAPOR BARRIER ON COMPACTED FILL. 15. ADDED LAYER OF 6 X 6 10/10 W.W.H. X 3'-0" X CONTINUOi ,ot 34, JOIST ANCHOR IN CONCRETE BEAM, 52. CASTOIN-PLACE WELD PLATE. _. SEE FOUNDATION PLAN SEE STRUCTURAL EC SOIL • ••�-• t�-'"'�^^a .z ^� Plum, (. R L SPECIFICATIONS FOR 0 L COMPACTION 53 SEE ECKERD S FINI - 10 REQUIRE- 16. 1/2 FIBER EXPANSION MATERIAL. - 35. STUCCO STOP. SH SCHEDULE. "'�' '- ' [ MENTS). 54. 112" GYPSUM I7OARD ON I X 2 PRESSURE -TREATED WOOD FURRING AT 16" ON CENTER. 17. SELF -FURRING WATERPROOF METAL LATH. _ . , ,,: 36. CONCRETE BLOCK (TOOLED JOINTS) WITH TWO COATS OF mTr--r MmF- PAINT. 2. STEEL BAR JOIST (SEE ROOF FRAMING PLAN). 3. STEEL BEAU (SEE ROOF FRAMING PLAN). 18, HIGH RIB METAL LATH (SUPPORT WITH METAL FRAMING AS REQUIRED). 37. � E - gg,°TU---+"Tn��.P 55. 4" THICK FLUTED BLOCK VENEER WITH BLOCK TIES TO 8" CONCRETE BLOCK. 19. STUCCO CORNER BEAD. 38. 3/4" RECESS AT STOREFRONT. 56. 13" X 11" POURED CONCRETE CAP WITH 4 #5 CONTINUOUS. 4. STEEL COLUMN FILLED WITH CONCRETE (SEE FOUNDATION PLAN). 20. GALVANIZED METAL STUCCO DRIP, CONTINUOUS. 39. VINYL CANOPY (SUBMIT SHOP DRAWINGS) PROVIDE WATERTIGHT CONNECTION AT FACADE 57. 18" DIAMETER CONCRETE COLUMN AROUND 4" SQUARE STEEL COLUMN. 4 N4 BARS 14" LONG 5. ILLUMINATED TENANT SIGN (SEE TENANT SIGN CRITERIA). PROVIDE BLOCKING AS RE- AT 16" ON CENTER. WRAP WITH 6 X 6 10/10 W.W.M. QUIRED. 21. FLUSH -MOUNT ELECTRICAL JUNCTION BOX FOR TENANT SIGN (.TYPICAL EACH BAY). WITH CONTINUOUS REGLET AND FLASHING. PROVIDE NECESSARY BACKING FOR CANOPY. 22 � •++�,}'+"F+r 40. 4" 40 -GAUGE METAL STUDS AT, .'10 ON CENTER WITH '10-GAUGE RUNNERS AT TOP AND BOTTOM. 58. STEEL COLUMN BASE PLATE AND ANCHOR BOLTS WITH NON -SHRINK GROUT. SEE COLUMN 6. ALUMINUM STOREFRONT --ESP BRONZE FINISH. 1-3/4" X 4" ALUMINUM TUBE FRAMING SYS- SCHEDULE. -" TEM WITH 1/4" CLEAR TEMEPERED GLASS. SUBMIT SHOP DRAWINGS. 23. CAULK (MFR, BY "VULKEM"). 41. STEEL BEAM BEYOND. 59. 4" THICK BLANKET INSULATION. 7. 2' X 4' SUSPENDED ACOUSTICAL CEILING. 24. ASPHALT PAVING (SEE PAVING SPECIFICATIONS). 42. METAL GRIDWORK--1/8" X I" INFILL WITH 2" X 4" TUBE FRAME. PAINTED (SUBMIT SHOP 60. STEEL GIRDER BEYOND. DRAWINGS). 8. THREE-PLY FI ER ASPHALT L B GLAS AS HAL AND GRAVEL ROOF (SUBMIT MFG. SPECIFICATIONS). 25, GALVANIZED. METAL FLASHING. � 61. KEENS N0. 15 GALVANIZER METAL EXPANSION JOINT. 9. 2y1 OF LIGHTWEIGHT INSULATING CONCRETE ON 26-GAUGE 43. 3" X 3" X i/4" X 0'-4" STEEL ANGLE. BOLT TO STEEL ANGLE IN POP-UP. 26. FIBER CANT (CANT TO RUN CONTINUOUSLY THROUGH). GALVANIZED METAL DECK WITH SLURRY COAT CONCRETE. (NOTE: DISCONTINUE INSULATION 44. 3" X 3" X 1X 0'-4" STEEL ANGLE. WELD METAL FRAMEWORKS TOGETHER. 62. SLOPED STUCCO SILL. /4" OVER EXTERIOR AREA). 27. STEEL ANGLE 3" X 3" X 1/4" X CONTINUOUS. WELD TO STEEL BEAM OR BAR JOIST. 45. METAL CORNER STIFFENER PLATE. 63. 2 X 4 EXTERIOR VINYL COVERED LAY -IN SOFFIT, CLIPPED DOWN TO RESIST WIND UPLIFT. 10. 22-GAUGE 6" X 6" PAINT GRIP GALVANIZED METAL GUTTER AND DOWNLEADER (SECURE AT 28• STEEL ANGLES 3" X 3" X 1/4" TO FORM BOX FOR POP-UP. EACH END TO HAVE X- 46 IJ2" DIAMETER ANCHOR BOLTS. 64. LAY -IN SOFFIT WALL ANGLE. "'"' EACH JOINT) WITH CONCRETE SPLASH BLOCK. BRACING. BOX TO BE INFILLED WITH 4" 18-GAUGE METAL STUDS AT 24" ON CENTER. . .�._ .. ,. 65. 4" 25-GAUGE META N il. POURED CONCRETE FOOTING (SEE FOUNDATION PLAN). 47. 18" DIAMETER POURED CONCRETE COLUMN (SEE FOUNDATION PLAN) PAINT CONCRETE. L STUDS AT 24" ON CENTER. 30. 8" X 8" X 16" CONCRETE MASONRY UNIT. 66. (2) #6 DIA. SCREENED SOFFIT VENT (TYPICAL AT POP -UPS), SEE REFLECTED CEILING 12. THICKENED SLAB EDGE (SEE FOUNDATION PLAN). 30. COMPOSITION FLASHING. 48. ROOF EXPANSION JOINT (MANVILLE TL-6) iE'.DtAR NITRITE COVER WITH INSULATED BELLOWS. 13. 4" THICK CONCRETE SIDEWALK WITH 6 X 6 10/10 W.W.H. OVER VAPOR BARRIER ON COM- 49. GALVANIZED METAL FLASHING IN REGLET. POPE ANO CAULK. PLANS FOR LOCATION, PACTGD FILL WITH 1 #5 0 CONTINUOUS AT EDGE (SEE FOUNDATION PLAN) SLIGHTLY 31. 24-GAUGE PAINT GRIP GALVANIZED METAL GRAVEL STOP AND DRIP. 67. PROVIDE BACKING AS REQUIRED TO SECURE VINYL CANOPY ASSEMBLAGE. 50. 2-1/2" CONCRETE ON STANDARD CORRUFORM METAL DECKING. �� j ROUND EDGE AT CURB. 32. SLOPE STUCCO CAP. fib. 13" X 8" POURED CONCRETE CAP WITH 2 XS CONTINUOUS. ti/ '^ 69. AL ALUMINUM TUBELFRAMINGASYSTEMA(WIINNUDIXIEERONLY). ESP BRONZE FINISH. 1 / X 4 'T' -3 4" 70. 4" CONCRETE BLOCK AROUND STEEL COLUMN. �� 71. 5" REINFORCED CONCRETE SLAB (SEE STRUCTURAL PLANS). (� i3� - „•„ _ 72. 2-1/2" OF LIGHTWEIGHT INSULATING CONCRETE ON 26-GAUGE GALVANIZED METAL DECK. 6�S �� " / , �ti.. zoi 7#na , 23 � � Ot•oll FLPr. LIt�iE 41 T r r' I r i 16 SLOPE PROOF /8 it PEP, I?_ 2 e < �'Yf '>�"4� s r 3o-f�"f^ems C }�'�s, r�F• Z .• ..� �� HE [BHT z � m..., ° . .1 F P^ �'v't.i - FLR LINO P'r . E +--FT-f -{ C r �..- i--i':'-�_.1-� l.r_�1_}+-+ -1_I F _L-�: c -�,r :... r i..:_. i_ II--'l Lr-:i1. 7. _- - II -- i a - � - � L.-. � 1� -I �' �.. .__. I I ____1 i 1 ___-i _I ,L �.- �^-)-, • 1 �t l . � _ I 'f l i - Till i -a I _ 72 tm`Al k.^ " .x "Ke ra 5 a ark. z ;} w s i}••?�r Ssy*ri W�. VIP - � V 8 viz oO�i� ff $ of oz o E_ Wov x mOo g m yi�E TurS�zO�Y Q$ o 2oE m Q r a�op'3 �0"rzv; z�o�Ii a -2 (z � �o Gas o�oo W�ao��Q�QEog 2 ,u ,i g�v,V tog ;u>iOW�z�oO > H�o�O�k iNa y� > n 12 i 'a 000ia�E Q L a � C ,p Ln 1� Q Q' 'n iNi 0 u C d M C +_+ C p rn _C _G m rn U Q s a Q a 0 c LL c q) o ® 6 v 06 O a o V 0p, � 10 REVISIONS I SNEET A3\® OF DATE 3-8 -8 G PROJECT NO, J S4-BB I c*�W ��.,.- K 54uAL 9PAGE� _� . UME 17 M qn 014 411 c 7 o-) - 42 j� `•. la EComma T10N c y- 4. I DJ I Too to'-oW�T��' -o� GCFiIJEPf , 01 7 RINIER SECTION yy Q �Isv i a� E�isrs l �- � p*„ rya:`. ■ �"��� k ���� :•ail ,, � �,� � _ � � _ k 4 i y } 9.x z "' ' .�: vt ...,i. 5, !•.n... .. 9 �;. .?�... y�"y ,.d, r.,fgt7 r T sw�, .r, 4.. .,t. "`T; a nn d^WJIMrh M zO� LL�Ov ¢bx�C 2 W 2 n u� lffi Z O 6LL 6..,z zm�a _os°O Q�`?�v�i0 iLL�vp� � Ea �O��O�im,n�� c� .EE 9M2'� iF 0 E.66 2 gzVO —$ �mW�s/0�p z �a't q Jow j V _ �00 _OO o,nO�� Z> o r z Z a Q �ff a03. ���SEi$,n 900 Q>'ip O` 01 0 Q O Cp IM Q 4JQ O Ln 6 �� C a� c �M 0 L _o mrn C p -O Q IZ 0 aU: uj c \ .6 o a`o N O o 0 i w N ` O' I 0 ONE 0 O N 19 U. N W Qw z ju w EM IL REVISIONS SHEET A3■ 1 OF DATE 3_8_85 PROJECT NO. GCJL✓M/.� it 19 i L will m� bllm�v ram k7 immm lull �9 LEI in 15) (�I) ilk 7 DEFLECTED CEILING PLAN OF 1 /ejj_ 1 x-O.vx N O KEYNOTES 2' X 4' LAY IN 4—BULB FLUORESCENT FIXTURE (TYPICAL) (SEE FIXTURE SCHEDULE). 1' X 4' SURFACE MOUNTED FLUORESCENT FIXTURE (TYPICAL) (SEE FIXTURE SCHEDULE). 3. CEILING —MOUNTED KEYLESS INCANDESCENT FIXTURE (SEE FIXTURE SCHEDULE). 4. WALL —MOUNTED EXIT LIGHT (TYPICAL), MOUNTED 8'-0" A.F.F. (SEE FIXTURE SCHEDULE). 5. TWO HEAD EMERGENCY LIGHT (TYPICAL)(SEE FIXTURE SCHEDULE). 6. A/C DIFFUSER (TYPICAL). k~ 1/2PGYPSUM BOARD CEILING (TYPICAL ALL TOILETS). 8. 2' X 4' FIBERGLAS SUSPENDED ACOUSTICAL CEILING TILE. 9. LIGHTS (SEE LIGHT FIXTURE SCHEDULE). 10. EXHAUST FAN. 11. A/C RETURN AIR GRILLE. 12. 2' X 4' LAY IN 4—BULB NIGHT LIGHT (SWITCHED AT PANEL). 13. ONE —HOUR RATED PARTITION TO UNDERSIDE OF ROOF DECK (TYPICAL ALL TIENANT PARTITIONS) ' (5/8" TYPE "X" GYP. BD. EACH SIDE ON 3-5/8" MTL. STUDS AT 24' C/C 14. PROVIDE SHOP DRAWINGS FOR VINYL CANOPY ASSEMBLAGE.01 r'15. (2) 6 DIA. SCREENED SOFFIT VENT (TYPICAL AT POP —UPS) y ;, a, Lel �lll�o r-P4,e op GAllvrj KEY PLAN N oOW�a x�tggfOi �`a oFOEQ $�Q�Sgg[ O �E3 O � NCO z EoWy o S y � f 0 Q� if X S O O vyLL�'9> E 00�00 a"m' 'O>T�t='vo ou offer02-MV -�O5a �a OOO�aYc E.. QLn ` � co c Ln Q) C 0 C p Ko s C) m n 0 Q a° 0 0 uj C E a) � O N �6L o$ ^v O d U C3 O � `o 0 U) v Q CUE o 4) A SHEET A4.® OF DATE 3-8-85 PROJECT NO. 84-861 c NEW c- KEYNOTES In w- 1, 2' X 4' LAY IN 4-BULB FLUORESCENT FIXTURE {TYPICAL) (SEE FIXTURE SCHEDULE). 2. 1' X 4' SURFACE MOUNTED FLUORESCENT FIXTURE (TYPICAL) (SEE FIXTURE SCHEDULE). 3. CEILING -MOUNTED KEYLESS INCANDESCENT FIXTURE (SEE FIXTURE SCHEDULE). 4. WALL -MOUNTED EXIT LIGHT (TYPICAL), MOUNTED 8'-0" A.F.F. (SEE FIXTURE SCHEDULE)., 5. TWO HEAD EMERGENCY LIGHT (TYPICAL)(SEE FIXTURE SCHEDULE). 6. A/C DIFFUSER (TYPICAL). 7. 1/2° GYPSUM BOARD CEILING (TYPICAL ALL TOILETS)." 8. 2' X 4' FIBERGLAS SUSPENDED ACOUSTICAL CEILING TILE. 9. W<AL--- M�UN-tr=7LIGHTS (SEE LIGHT FIXTURE SCHEDULE). 10. EXHAUST FAN. 11. A/C RETURN AIR GRILLE. Mel:�F+ANII-A, R-At) 12. 2' X 4' LAY IN 4-BULB NIGHT LIGHT (SWITCHED AT PANEL). 13. ONE -HOUR RATED PARTITION TO UNDERSIDE OF ROOF DECK (TYPICAL ALL TENANT PARTITIONS (5/8" TYPE "X" GYP. BD. EACH SIDE ON 3-5/8" MTL. STUDS 14. PROVIDE SHOP DRAWINGS FOR VINYL CANOPY ASSEMBLAGE. a r 15. (2) 6"DIA. SCREENED SOFFIT VENT (TYPICAL AT POP -UPS). m li 5 m ip E 171 REFLECTE MCEILING PLAN 9 m 13 1 1 C -..d KEY PLAN N r �Q;SQ�y aT �E EZ OLLOOOE��" z W 3ii �O-ggY OEgO LL o�'8 - o oX non � OiOQC $i��DOo Oviid o ii o0 JOQzO��g�Q�gOg �z Oa O 3 OQ NN wQ zJ 4%a REVISIONS O a 0 LL E A i) 1� O �« KEYNE OTSy:ac 1. 2' X 4' .LAY IN 4-BULB FLUORESCENT FIXTURE (TYPICAL} (SEE FIXTURE SCHEDULE). 2. 1' X 4' SURFACE MOUNTED FLUORESCENT FIXTURE (TYPICAL) (SEE FIXTURE SCHEDULE),• 3. CEILING -MOUNTED KEYLESS INCANDESCENT FIXTURE (SEE F XTURE SCHEDULE). a....•,;. 4. WALL -MOUNTED' EXIT LIGHT (TYPICAL), MOUNTED 8'-0" A. F.F. (SEE FIXTURE SCHEDULE). 5. TWO HEAD EMERGENCY LIGHT (TYPICAL)(SEE FIXTURE SCHE)ULE). 6. A/C DIFFUSER (TYPICAL). 7. 1/ 211 GYPSUM BOARD CEILING (TYPICAL ALL TOI ETS)._' B. 2' X 4' FIBERGLAS SUSPENDED ACOUSTICAL CEILING TILE. % 9. LIGHTS (SEE LIGHT FIXTURES EE 4. S 10. EXHAUST FAN. M 11. A/C RETURN AIR GRILLE.*ter McGHANie_AL r-tAt4I 12. 2' X 4' LAY IN 4-BULB NIGHT LIGHT (SWITCHED AT PANEL). .... F".I�...; 13. ONE -HOUR RATED PARTITION TO UNDERSIDE OF ROOF DECK (TYPICAL ALL TENANT PARTITIONS) (5/8" TYPE "X" GYP. BD. EACH SIDE ON 3-5/8" MTL. STUDS AT ?sF" C/C). 14. PROVIDE SHOP DRAWINGS FOR VINYL CANOPY ASSEMBLAGE. 5. (2) 61DIA. SCREENED SOFFIT VENT (TYPICAL AT POP -UPS). ' k e ©mio ,nf�nf.fEUE El ENAi"= i�r® I to-o"IS..Ff" o-D" A.FF ) I � (I `0J 12 n4 Io Y /l 4 12 I m 15) Iq- I 1 t i RE:FL &TE==D CEILING PLAN 1 / e"' m 1'-OEE x 23 mm�ulEmil I J I I aiJIM KEY N7 c Q Ln ` h Q O co lfl L �- CIE n cco tj c c c:M V Q d � � d a6L8° o o u> L w C � a: u W L REVISIONS 'SHEET, A4o2 OF O0 8-8-85 IPRORCT NO. �64-861 tMW�.Lw H_ tt, jy#w i)k 4. 1 /81I= 1'-01I 1-4 KEY PLAN N PF MEN "do 19 5 4 i +,:51.0 "A -F, F- 1� 27 _L Jr a L 29 KEYNOTES 1. 2X 4' LAY IN 4-BULB FLUORESCENT FIXTURE (TYPICAL) (SEE FIXTURE SCHEDULE). 2. 1' X 4' SURFACE MOUNTED FLUORESCENT FIXTURE (TYPICAL) (SEE FIXTURE SCHEDULE). 3. CEILING -MOUNTED KEYLESS INCANDESCENT FIXTURE (SEE FIXTURE SCHEDULE). 4. WALL -MOUNTED EXIT LIGHT (TYPICAL), MOUNTED 8'-0" A.F.F. (SEE FIXTURE SCHEDULE). 5. TWO HEAD EMERGENCY LIGHT (TYPICAL)(SEE FIXTURE SCHEDULE). 6. A/C DIFFUSER (TYPICAL). 7• /¢�I GYPSUM BOARD CEILING (TYPICAL ALL TOILETS). 8. 2' X 4' FIBERGLAS SUSPENDED ACOUSTICAL CEILING TILE. 9. WALLLIGHTS (SEE LIGHT FIXTURE SCHEDULE). 10. EXHAUST FAN. 11. A/C RETURN AIR GRILLE. (SSE MIL �ylc�a� P ar�� 12. 2' X 4' LAY IN 4-BULB NIGHT LIGHT (SWITCHED AT PANEL). 13. ONE -HOUR RATED PARTITION TO UNDERSIDE OF ROOF DECK (TYPICAL ALL TENANT PARTITIONS) (5/8" TYPE "X" GYP. BD. EACH SIDE ON 3-5/8" MTL. STUDS AT 24" C/C) 14. PROVIDE SHOP DRAWINGS FOR VINYL CANOPY ASSEMBLAGE. �P 15. (2) 6j1DIA. SCREENED SOFFIT VENT (TYPICAL AT POP -UPS)'. 13 41 i •�..n n��n�.��n'����n�n��111rntIt111I I1I0I1I\III RIIIIJIII IIUII IIIIIt11AI II IlllI1I11i\ II1171111//ALIT IOIIIAIIII IIIII I�1I I1111111111IIAIF � � ■,��I►�����■l�� \\\�,1 0,100, HE �®��� �� Lam! ■■ ■■■IJ■ ', ■■ ■ I� VERNON■mil M \\0I _ ���'' a ■ m I■�o�■■■ �■�■I■■..■■■■�.■■s=�■�=1IIIIIII�I���III omen ■ �III 5 13 C Win EMIL;= mim rd. isle] mm NO I Imo` SEE a am MEMO loin PER 1110 101100110 lr-; GO<,vMl� ¢ 0 Q _ myyy 1� ¢ c 0 ¢ M ++ C n M-c 0 a L_E¢ a° o a) L_ o of 6 :D 8$ � 0 la 0 W r cb REVISIONS SNEIT A4.3 OF DAT_ 3-0-0 J0 G PROJECT NO, 84-881 �. 33 1 , .... .. ..'4 ...- :: , ..v N. , n.,..Y ,. • iM '.0 { ., Y.. L... 1 e :. , ! ..:, . ,,.,^ . ,.p.. , L :.,. o. -. P .. .v. ,. 'b... .w. .. ^r n 5 .. ,✓ .. Y ..ups i.. _ .. ,. .: F, s ♦ ...... `k... '£,._ .. T .i4A.., ,}..i .. ..,.. .. o., x, ry �y .... ... :. a t.- . fit':: .t,. , ....,. v r. v -i . 4 5 "a .. ..rv. r t . �•..,. 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ROOF TOP A/C UNIT ON INTEGRAL CURB WITH CONDENSATEDRATNS.CsV�r- Mee-H.Irart� PARAPET WALL (SEE WALL SECTIONS). ,< I� TYPICAL POP-UP ELEMENT. TYPICAL VINYL CANOPY. TYPICAL CORNER ELEMENT. STRUCTURAL EXPANSION JOINT THROUGH ROOF W/EXPANDO-FLASH MEMBRANE (NOTE CONS`-, TINUOUS THROUGH FRONT FASCIA). END OF MASONRY WALL BELOW. 3-PLY FIBERGLAS BUILT-UP ASPHALT AND GRAVEL ROOF (INSTALL AS PER SUBMITTED MANUFACTURER"S RECOMMENDED SPECIFICATIONS). MASONRY WALL. PREFORMED 6" CANT/TYPICAL AT ALL PARAPETS. 4LUIIINUH ROOF CAP FOR EXHAUST FANS. STUCCO FINISH. METAL GRIDWORK--1/8" X 1" INFILL WITH 2" X 4" FRAMEWORK, PAINTED (SUBMIT'' ,. SHOP DRAWINGS) (SEE ELEVATIONS). 5" X 6"'PAINT 'WITH GRIP GALVANIZED METAL GUTTER AND DOWNLEADER (SECURE AT EACH JOINT WITH CONCRETE SPLASH BLOCK). 2'-6" X 3'-0" ROOF SCUTTLE W/STEEL LADDER. LIGHTWEIGHT CONCRETE CRICKET. SLOPE MINIMUM OF 1/8" PER 1'#-0"`" RLJUFoqp /asset 7 s.nox A ki 1 D J A Q L W N Q z W a, a W IL a ...,< .,r , ,.. rr~ .1. ,. G 4v .. _ .. 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TYPICAL CORNER ELEMENT. ;TRUCTURAL EXPANSION JOINT THROUGH ROOF W/EXPANDO-FLASH MEMBRANE (NOTE: CON-, FINUOUS THROUGH FRONT FASCIA)., _ND OF MASONRY WALL BELOW. 3-PLY FIBERGLAS BUILT-UP ASPHALT AND GRAVEL ROOF (INSTALL AS PER SUBMITTED IANUFACTURER"S RECOMMENDED SPECIFICATIONS) MASONRY WALL. )REFORMED 6" CANT/TYPICAL AT ALL PARAPET5 ' ALUMINUM ROOF CAP FOR EXHAUST FANS. STUCCO METAL FINISH. GRIDWORK--1/8" X I" INFILL WITH 2" X 4" FRAMEWORK, PAINTED (SUBMIT'; SHOP DRAWINGS) (SEE ELEVATIONS). 5" X 6" PAINT WITH GRIP GALVANIZED METAL GUTTER AND DOWNLEADER (SECURE AT EACH JOINT WITH CONCRETE SPLASH BLOCK). ?'-6" X 3'-0" ROOF SCUTTLE W/STEEL LADDER.` LIGHTWEIGHT CONCRETE CRICKET. SLOPE MINIMUM OF 1/8" PER 1 R tj Lj Vm vo a a LIF t A4 4 �, I TO `Nx It �11 W "V, 5 jti, 4 glf'll 0 MR, EM_ _i 5 Xt NOR or n AN 0 41 O 3 IL A nj w EL U u s r nt v r MEIN .' 9P'.(. _.;u,I4. 1. a r e: A r.. .. "�"... u Y , s.i ... .. ..' +N n ... i. :. Y ... .. D., aA, .... n. 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E^ e 'd 1 If I If r`w , I t` ilf o t jil Y rR. i I 6 r � � I + r 4 + k 4Fy, lit; . i• - - Pr�' W ti If 3 5 4 I € r fl w' IN }" aI rul lu YNk I i hh I± JI ;.' n if v 4 pANELrA� �� FA L 'AU b O 2IF 6 7 oJ III 1I III J 1 I � I ' InI I I � I�� ELECTRICAL P L AN I� i 1tLECTRICAL LEGEND SYMBOL DESCRIPTION � a DUPLEX RECEPTACLE N I ' v TELEPHONE JACK N T JU C ION BOX Iv DISCONNECT SWITCH DUPLEX RECEPTACLE, CEILING MTD. I : i i N PA EL 2' X 4' FLUORESCENT LIGHTING FIXTURE.�� 1' X 4 FLUORESCENT LIGHTING FIXTURE I INCANDESCENT LIGHTING FIXTURE II FAN MOTOR 8 EXIT LIGHT EMERGENCY LIGHT �€-�..,=.ecr���c— r ��.'rr�2--f P c < I I' SINGLE POLE SWITCH MIGHT LIGHT •t74;;jr,' jj I t.. •i4f 411 HA 5 w NOTE- (10) CANOPY LIGHTS FOR WiNN/DIXIE ON THIS CIRCUITAI_i � LI f�}-tom, I L �.. �.. �......... ..�1 KEY PLAN N Q 0 Q O � CCa CD C dM +� C 0 K, co U D Q a o p i i \ . o a U d a 0 S w im E VdS REVISIONS SHEET E2mO OF DATE p PROJECT NO. V 84-881 .+vi- .Sl f .I J1 ! g u � 1.. T. 11 F iM 1 I t 1. 1 1 , 4, � ,r . ! I I I T I I... ' 1 { �, '1I ..ti; f r i A yr } '" I' i Y °� I ` ,I, i ..,, 't Ii , f i j- Ilf l S. Yfl i �e i ` T yl: r , 'r 1,I iP } 1' yia I6' }> e� , r, F. + ,i� , �1� .I tii �.. ' �1. , , k ,. ,j j"I 1 R. n 4 t k I �! ti,„ I + , - . 1 I-4 j. r I' fR 1 � V i_ ,: ;. I! � t 1r I:rr1 r , I h i t ' li- 4 a s1 ,. y^'w�'�,� r I , t x. 1 ..I y " •$ 0 N. ,� '14- Ij N I'i i )j 1 'r ` 2 x f ' xs t { .I a I" JI I, i Ina^ ' �i; ; p 1 < r 6,^I �' `I ' 1 r t x h .'1 i I,'i1 k 'w .. , I I u'I if ;7 , �k.. x *'-,, 1�1 rIq I' .li r f II -'I 11 ` 1:11 it S `1 Y t, 1 {p I - Y Y �k+ V sa r sa ,'a 'I. I Ig1 s 'h II `S t # ! d`. V �� 1 1 " r L . ( f 1! 1 ( f f �'I 7 ICI f yr �S> ,.�` ", r L r a 1 } 1Y I, ..r= Y I ' 1 w� i h -� .:�. ( 1 ,f t - ` SECURITY LIGHTING ,M, AND ELEVATIONS " SEE SHEET E1.0 j II a1 ' j `-- I YY 4 '' y4i 1: 1' .. 1. �*.A }" -f .x t . b l f {E J i ,,; AN Y 1 iq .I ,t, -., �I,,I , ,, . f". i ".' ,. ' III - -< . ;. $ y it ,� 1 , Y1 i, 1� } jjj{{{ Itr h i II - 1 1 t 9 11 i G�lI I . { - - i, 14 Ih [[`� a }f I . Y 1 I }Y } Y jE4 i .�4 } F r e JI} " i• ,I,- --, ` ' 51 y, 7 f " ". .t a 11, l... i 1} " ! `.. i� 1I f} + i"•" -I 1 I 'I L. F I. 11 I, f 1 •I ,.. ,, I'', Y 1 . i 1 12 I 1„ . ' 1 u 1 } s 1 4 Y yyI .1 ]{ 1 ';. x'{ I.1 1 1 1, ry ,, 1'" 'Hq 5 4 xe. �rv" rF4" *b.. Y'+)..; - '� ha s n °< . .. I I �'AN F. L- \ V D 10 sI�<tIL'Arz- Ta, Ir i71 Igi3�#r I I Hb- NO-25 CONTINUED ON SHEET E2.2 C 11 1 • � u:'1-i 1 S I I 3� W L I fe, '+ i { ,A +. a ;� '. x r fflit "4 `i ;ftof '�§I M '"`'' ��-_ a, ..M9.Y "fi - I ,. 1 ,,, .;I�.:1 ..a l>n _. �u Q g -= 1- Q O) , hm b _0 o .�_ C rn s co` _O 0 - � -0 Q a a N d C N s O 4) O W J I- N CL }{$ � tf � o -� Pl- a,. I* . Ok `F , .11 // , r ,' Q 3 OQ o U. U.N N Wa w °' a 3 W am a 0 IM P IL RlvnIoNs --] SHINY E2.1 OF OAT! 3 -8-85 PROJECT NO. 64-861 Pm -» r + " y s.+ 4 t '4 it it x � I I � SECURITY LIGHTING S-EE SHEET E1.0 AND ELEVATIONS 1 ,'. r' ,.ram Ir. 14 15 016 SIMILAR TO #20 SIMILAR TO #20 SIMILAR TO t ,t #21 6 22 »�x Y Y i f i � 4 yl Ci Y' CONTINUED O 1 SHEET E2.1 I i ,. t, i, J. ELECTRICAL LEGEND C a u SYMBOL DESCRIPTION 41 - � `N DUPLEX RECEPTACLE TELEPHONE JACKr'''. 0 JUNCTION BOX DISCONNECT SNITCH i DUPLEX RECEPTACLE, CEILING MTO. PANEL 2' X 4' FLUORESCENT LIGHTING FIXTURE I' X 4' FLUORESCENT LIGHTING FIXTURE INCANDESCENT LIGHTING FIXTURE +' FAN MOTOR 8 EXIT LIGHT EMERGENCY LIGHT SINGLE POLE SWITCH ,a. MIGHT LIGHT 4 17 SIMILAR TO #20 19 a SIMILAR TO *21 3 i i i 4 ME 0All !E a 4- 3 3 3 3 ELECTRICAL PLAN II 3 IMIN Mllm 3 El A 23 3 SIMILAR TO #20 i 3 Mi EEMINA m MMlE MEM ME 1�frr-mAlftl 101 fAtJr--1. r'p, 24 SIMILAR TO #21&22 n KEY PLAN _or; --------------- O &X�o LL o oE�s d a v oz �o o 4 -1.; EsN�t�5 ��6o5d �- prgZ�2- S ZOOo.,...�� oho Gg aW� "¢ooggaaE� Q 0 00 i Q C vi Q o C C d KI +� C p rn L _O cb n h QD c d y s O .6 v O� N d tA O O J) S w � N v a: ob L REWSiONS r SHEET E 2.2 OF r DATE 3-8-85 PROJECT NO. 94-661 tGt i�l 1 F 'Y .5^+. cz'go F, v I i ML m.tY� T,$o>4°g JL1=-cTR1cAL PLAC �Aqa ------ •••••••••••••....•...................nnnnnnnul/®IIIIIilY1Wn1:!!*I all III I i III le """;%Ii111III 1/11.Ya9111U1111►�I>>€711111111 1111111111111111 ��1111111 �� —�®® ICI �NMI �■a��,-�■i�I■MmM Kim � i[■� i� � o ,� �■� iii■ii�� ��i �_ � I v. _ .� _ i�� Ll ° �: imp �..�I�■ �� , �■�E.� �.® ,. , _ -�.'-�i w UII 1 I�IIil111C�©111111 NMI ME NMI IN . ��.�■■■■_ 1i 1 Ih �1111 ��IIIIII©�'r 1�1 It■II■��■IE.�:�11©I■� !I�■LSE=: �� 1■■i :: � ® - I 1 �) o !■■II■■1■■� 1�■I[I►�■ a ■ai■1��. ��� ��-!! C 1111111®' ��IIIIII�IIIIIIr �■i : ■1■�■��1� ■���■IIN ■ZIP 1 ;_ :,�■�■ I�■■■� !■�■Sl�.�,.,�r ��■■�■i�.! milli.to �.■ .111 11W �.�IBM■�� ■.1©�■1.■ ■[..�..©■ ��! �IIIIIIIIIn11111111111�.. 1111 �111A' r��■�W■�1�■■IIs�)111■11■111 ■■��■■■�1! 8 27 29 id 1NE 10111ME am ■■ I �,�i� ■�•�,■■ ::•■I � y�I■A■1'� Ii111111F��111111111111►�i� SIMILAR TO 4632 SIMILAR TO #39 SIMILAR TO P32 -. Ik .�■i�■i�.■■ ■.���■[■ t.1111�■ �i©■■■. :II �....I�ILIIIn1�1 ro * rxt . . 11■11.■ `� � —_— _ ��1111�1111..1.111' i #jz��� 1 x I��I N■III■1■■� 111■ 1 1■11 ®11■ A\■1 ■.PPUMEME=0 1: ��m ME 09��MIND ONE h 'ilk � ■Ii�1�■■� ■■i���� ®w �■�■■■ 11��Ir■�■■� • -- 11■111■1111111■■■■■■■■■■■■�- � � y' �, . � , ��� �I�II�■1■1� ®1110■ii■ ■�■ice■It■i■ ■��■I_=���.1=:-,- -- • Gt-5 ELECTRICAL RISER DIAGRAM METER ROOM "A" NTS 4 ELECTRICAL RISEN DIAGRAM METER ROOM "B" NTS +-I'-OII ELECTRICAL RISER DIAGRAM METER ROOM "C" NTS ED M b� ado/�vo pq pe� W��a b�NG AND L vJ pl P� ELECTRICAL SPECIFICATIONS 1. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLAIIiS & ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT & CONFIRM WITH OWNER'S REPRESENTATIVE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE & SHALL COMPLY WITH ALL LOCAL RULES & ORDINANCES. 3. MINIMUM WIRE SIZE SHALL BE $14 A.W.G., EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH TW INSULATION FOR SIZE M6 & SMALLER. ALL CONDUCTORS LARGER THAN M6 SHALL HAVE TYPE THW INSULATION. ALL CONDUCTORS #10 & SMALLER MAY BE SOLID ALL THOSE N8 & LARGER SHALL BE STRANDED. 4. ALL RACEWAYS UNDERGROUND AND/OR LARGER THAN 2" IN DIA, SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING CODES, ALL PVC SHALL CONTAIN N.E.C. EQUIPMENT GROUND WIRE. 5. ALL RACEWAYS & PIPES SPACED IN OR THRU ANY CONCRETE SLAB SHALL BE SPACED A MIN, OF 3 DLA.. OF THE LARGEST RACEWAY. 6, OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY W/THREADED HUBS IN WET OR DAMP LOCATIONS & SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 7. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY-DUTY, QUICK -MAKE, QUICK -BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. 8. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, WITH OVERLOAD RELAYS IN EACH HOT LEG. 9. IT IS NOT THE, INTENT OF THESE.PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM & PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 0. ELECTRICAL SYSTEM SHALL BE COMPLETELY & EFFECTIVEJI.Y GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. PROVIDE PROPER SIZE & TYPE OF PROTECTION DEVICES TO MATCH EQUIP- MENT SERVED. 1. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIP- MENT & PANEL SIZES BEFORE ORDERING. 2. ALL MATERIALS SHALL BE NEW & SHALL BEAR UNDERWRITERS' & UNION LABELS. WHERE APPLICABLE. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORK- MANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, & ACCEPTANCE BY ENG- INEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACT. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID. INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR FROM DATE OF ACCEPTANCE. FURNISH 5 SETS OF SHOP PLANS FOR APPROVAL BEFORE ORDERING ANY MATERIALS. 16. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE & SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREB 17. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 18. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, & TESTINGS. 19. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL POWER COM- PANY AND LOCAL TELEPHONE COMPANY. 20. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA & PANEL SIZES. THE CONTRACTOR SHALL PROVIDE CIRCUITS & ROUTING OF CONDUITS TO SUIT JOB CONDITIONS & BALANCE LOADS. 21. FURNISH & INSTALL FIXTURES AS CALLED FOR ON THE PLANS OR SELECTED BY THE OWNER. 22. FURNISH & INSTALL DISCONNECTED SWITCHES, WIRING & CONNECTIONS ON MECHANICAL SYSTEMS AS SHOWN ON PLANS. CONTROLS ARE TO BE SUPPLIED BY MECHANICAL CONTRACTOR & CONNECTED BY ELECTRICAL CONTRACTOR. 23. SEE NOTES ON PLANS FOR OTHER REQUIREMENTS. 24. GROUND -FAULT CIRCUIT PROTECTION - ALL 120V SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS OR IN BATHROOMS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER OR RECEPTACLES. 25. ALL DISTRIBUTION EQUIPMENT SHALL HAVE A.L.C. RATING TO WITHSTAND THE AVAILABLE FAULT CURRENT SUPPLIED TO THE PROJECT. No-T� : 2'' Gaotnlj- -ro 4HeJfV-AL- it AND �3C�V0 IN E,4cP44 _r' AN+r-a ptM GP - MAIN DISCONNECT METER ROOM A MVh �3/a fv Gp I a)I )< Cj�I811 Gppp��il-Ii 61tYD >�p GW rI fe- o'v 3'IG vY1%-4 / ANp CI) h/ i►J w 1a to r-rL —� IVA& MAIN DISCONNECT METER ROOM C a i 2' 'o -re IDI -O II dd�� 11 Go t' P � V�1F�t-►� 6rN D, ari n o VI /c�) p01� 'j'I f•1 � ArN I? �2oo�goa %3) 31'c W�(3)�35D MGM 4N W44 -'P rL 3¢ r=- p `l21 poL�F-, CIE,-±1 iNla �nn►1AUicf� ,N,1!:7/ .I. ��� (Q•)>'o� 1'Ir`1��coNtr�Dtzl MAIN DISCONNECT DISCONNECT METER ROOM B Ot((� ma v*j��OvVYY''L 1� 3Eo _ if g g` S EEO W `amp �8gb_a_� cd T2dg S pVpYlnp "�O 03 W gEv 0ao ams6aY 0 1\ Q JIM ¢ 0 Q • O _20 v C C O M Qi M t a s -OO U Q a- o 0 LL N C O N O a V O pl cu O O O 0 L.w� h i � W m ll__� i� Mill cu 4) h �'�� i a 0 I� ■, Q O. a J LL N N a w 2 a W 13A W_ OLL a 1- LL RE'✓ISIONS SHEET E3mO of: DATE 3-8-85 PROJECT NO. 54-8 1 , PANEL SCHEDULE MAIN G PANELS% �2 TYPE GZd LOCATION L1 I � lDV \ r le PH I�� — VOLTS hltI.i PHASE AS �—�� WIRE ��� AMPS PANE L SCHEDULE PANELS _ MAIN — LOCATION�� I�Oh'I -�A' #�--- TYPE --1QD - �'��120fJ VOLTS SINfaLF- PHASEWIRE 5� AMPS CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES I -II FCIRCUITS �EG�''F AGI,�S �j,(� Irc IM�GI.DGK 20/I 1,200 #12 7 �; I� 516N/'iIMEGI,a�I� --- 20/I t��oo12 I7, 19 A/G f'I��a, JN It 50/2 �f, 8J� /2�#�/ft1�D 3jlt�G —� 2f-6Gjk0 �"o�'A� GONNi✓Gt�t� AMr'"5 At 12D/20b I) i3oA �7,G"?1- '�-O'I'�l� GoNN�t��'i I'I-O%!� PANEL SCHEDULE PANELS. }- — MAIN LOCATION Oh'f �}�� i31i5 14�15�I��� TYPE NGZO _�122Z VOLTS �t.6tLr-� _PHASE �� _WIRE -- � AMPS __lf-P EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES FCIRCUITS g,!o,-740 �- 8 laNt7 3�''G, �p- � yvt'AL GoNNUY�t� ��,�67 PANELS (40 LOCATION PANEL SCHEDULE EQUIPMENT SERVED S oW WItW ovJS I.I6RI4- it- � Pt.AG!-l;'1�1 5l 60, N /-i l r-1 EiGL, dG l�- A/C, Pv�, UNIr QMP� at Ito%0� , C I� HASE BREAKER AMP/POLE Cam) �o/I 50/2- (II) I P MAIN TYPE ;y'000 WIRE I00 AMPS LOAD WATTS WIRE SWITCHES :�., 000 II)25,6:;, # l2 i� I2 #✓: f Z PANEL SCHEDULE PANELS f: - _— —__ -- -- MAIN _ -- LOCATION Jz� VOLTS -PHASE-- __(�)_ WIRE —_-12 AMPS CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES 1,2 oiNOVJ vJiNl�ovJ� (�.o lei (�.) ?-obi tGoo #I?- zt�,A L,14ri tN�,I?- 6, 6 7 fiQG _ t7 _ '1'1 (�) ?.z2/I-- 2o/I 1��v0 k�12 UNI'r tOtDGo N N �G tt7 18, 0 34 -- At1rill A� l20/208 �i> 8� I PANEL SCHEDULE PANELS _— MAIN LOCATION _,r--P�- 4TYPE {.IG2U — _ U VOLTS 't Ni z_PHASE _WIRE 00 AMPS CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES P---- 3 4 ii s- 8, I o --- �' 74 PANEL SCHEDULE PANELS ��i ��-�La`Ui�1` I'J-- MAIN LOCATION% VOLTS PHASE WIRE -- 00-_ AMPS CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES ^L h�4oW V�INPC) VJ42 L10LF-% �,4--- IN6 Ir'I�GI-oGiL 8, to iI-20 sf°AG� CIi� �� - totb�_coNN��i� ll,lo�o - _ A �7& A u PANEL SCHEDULE MAIN �O PANELS \� � --- --- — - - TYPE aC2 --- LOCATION �— VOLTS _PHASE WIRE ____LOG AMPS CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES Z SNOW VJIN7GUJ (-;-Ol.r-) (�) 20/I ,DOD �r IZ ---- -- 3;l� f.Il�N1'IN6a C2) 20/I 2,8�-10 BIZ -- -7 GiA�,N /tIM�G�o�K- 20/ I I,2or tJ^ f2 8, ID A/C PK6Ut- l r 6�/L I p ov. 0 0 �x iui� ff�mm�Ov, -t-E mom_ o -60 ooE$ 0 00 og E_�=� ff° o-- = o Fz 0 6g vo_- t)ff an ES O a flee-20'3,,o -'-'at� � z �Iwo� O0Q 0 Noo�o3G �a offs°� z E�S �z�W�oas°'>zp W ; a Off mF3 a."i�o0o = a 0 p D 14 a N ■7 LL ul Q w z J a a w a D '.. LL SHEET E301 Of DATE 3-8-85 PROJECT NO. e4-861 .. -77 777717- . rx FT'm : . ' „. .rai MImm: PANEL SC!-�f "' PANEL SCHEDULE PANEL SCHEDULE PANELS 'Gr MAIN v0 PANELS LOCATIONM?,*rf'iZ _ WIRE MAIN D TYPE NQ� 1049AMPS PANELS G 1� GL MAIN _✓ TYPE ✓r2 _(GO AMPS __- LOCATION M 9-a0M "G JAY 3Gk_ _ _TYPE NLZD O VOLTS PHASE WIRE ZOO.AMPS ___ �Oh _'6, #'�JS 120/20t VOLTS 41Nin1.r- PHASE LOCATION �A�� �i�r2L _\G VOLTS 61NIAL.9� PHASE WIRE CIRCUITS EQUIPMENT SERVED BREAKER AM`P/POLE LOAD WATTS WIRE SWITCHES CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES I- I I 5{�OvJ VJINi�oW6 (III 20/1 I t,; 000 4# 12 1�2 yHOW WINpOW`7 Cl5 L�% (�) �O/I 3�000 I� 1 2 S-IbW VJINvOt11 000 12 I,Ibr�41"IN9:;+ �-7 14-IS rz�G�f'iAG1-�s �a) �o/I 1,2l00 l2 to 62 # IZ - I� :INN/fill'I�GL-pGK- 20/t 1200 *� i2 ? �I�N / f'IM>;G�OGIL 2G/t I,-7.00 # Iz (lop �il(9,N /'rIP'jE GLG' {L 4-D/1-- 1-7 11 AIG pKG, UNIfi bo/2- "7,610 ND, 110. �2p-60%ho 6110 ,1/6, #'K&. 5r/2 &11 DO %)11�S/kND,°G, [:J',)-f-bof5o -7 1 AEG i'l4h uNI'r lt) 20 AC t-, GII) I j' u,ll-20 oil'AGG �I,�) I �, 10-20 hFAGr-_,- 'rDtAL G�NN GI"Et� 30)?-72 GONt-i c,r>ib I3,l050 1"Of"A1. GONN G'f'ED (d�°O32 --------- AMr'� At i2o/2os CI) I s1 --- Amph At IOW 208, (1 <) 64, MYll�7 A1" I-)-D/SOS, (1)¢5 �2 PANEL SCHEDULE PANELS I LOCATION VOLTS IRCUITS EQUIPMENT SERVED i'��.�-1'�►vN 2� IPMENfi" 6 ��u�rzltY u�I�t�1Nla 7 LANt�Ai°!✓ LIla11'1� 8 XMd.s �t�ut-s tofi4L GvNN�t�� AMPS A-r 4' PHASE BREAKER AMP/POLE 20�I 20f I 2D/I if i y0� I 20/I 20/ (4) 1 p 21 .4 _ MAIN VI/ TYPE _ W I R is AMPS LOA ' WATTS WIRE SWITCHES Ib�+ �12 200 3s�0 #iZf1'IM� GLOGIL moo #12 V�/Elp�p, I/Zr�' 1�1M�GLOoIL 540 o-►2/ tIMV-4z�+L mm PANEL SCHEDULE PANELS \HEP V - LOCATION H tref- \ I --- -_--- TYPE -NQ VOLTS y1Nb,L.P, _PHASE WIRE AMPS CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES I -rr� l Ca N Ate, �-) 20 2 3, DOD 25 GANo P( �lb� N t5 '�O� 1 l , bOD � i'7- � 'i'I M 1;GLDG ✓L q M r-,GLOG IG ou�7 4 l- �-S M�1� tzaoM Ue►ufill-Eby 20/I 368 #� 12 G, 3o LJ Nt� t'e- L•I 2-e>/1 Sao { 12 W/ApArl>, Y2" C. fiiM o�l� 32 XM,As L16,LI'is 2o/1 fiTrA CoNNFeTm", -AMPS at 165A 3¢�22P;;, DISCONNECT SWITCH SCHEDULE - METER ROOM 'A' FUSE LOAD AMP/POLE WATTS WIRE • awl TCHES PANEL "AA" 10012 13660 2 #1 THW ALUM 0, 1 #3 NEUTRAL, 1;"C PANEL "AB" 10012 13660 2 #1 THW ALUM 0, 1 #3 NEUTRAL, 1;"C PANEL "AC" 10012 13660 2 #1 THW ALUM 0, 1 #3 NEUTRAL, 1;"C PANEL "AC" 10012 13660 2 #1 THW ALUM 0, 1 # NEUTRAL, 1;"C PANEL "AD" 10012 13660 2 #1 THW ALUM 0, 1 # NEUTRAL, 1;"C PANEL "AE" 10012 13660 2 #1 THW ALUM 0, 1 #3 NEUTRAL, 1 T PANEL "AF" 10012 13660 2 #1 THW ALUM 0, 1 #3 NEUTRAL, 1;"C PANEL "AG" 150/2 28490 2 #3/0 THW ALUM 0, 1 #1/0 NEUTRAL, 2#C PANEL "HA" 10012 2 #1 THW ALUM 0, 1 #3 NEUTRAL, 1;"C TOTAL CONNECTED IIq 830 MAX AMPS/0 3 OA MAX AMPS/N BASED OX_-I RVICE FEEDER CALCULATIONS •'fit '�-"''+i- r 1 x F PANEL SCHEDULE PANELS i iG ____--__ _____ MAIN =� LOCATION ,i2 �-oOM �G� ._-_ _. _ TYPE lv'Zv �� VOLTS hl rravLGi PHASE ____ �� WIRE _ Iv % AMPS CIRCUITS EQUIPMENT SERVED BREAKER AMP/POLE LOAD WATTS WIRE SWITCHES I 1'r_�_r_PHoNr-_ ir-la dd pM_il Zo% i I 10170 l2 3 GA NOI"( l.l61�4t� 2 i 2a/ I 300 # l2 "i"I M� G�OGIL 5 hr-,Gjhl1 %f70 #a✓IZ '�'t1>% G+:O�IL b L,-lei i'S /�pfi4c.l 20� � (lo 401 LANas 1-►lath t5 20//I I o 50 if-)2_ �IziJ►�,i"ce- 8 AHA:5 L-1 7 Z o # I2 f j i M LbG I� �- IZ spAG�s C4� l 1' AMPS At 12ol2aeV) (/-li 46 34A DISCONNECT SWITCH SCHEDULE - DISCONNECT SWITCH SCHEDULE - METER ROOM '®' METER ROOM 'C' FUSE LOAD FUSE LOAD AMP/POLE WATTS WIRE i SWITCHES AMP/POLE WATTS WIRE A SWITCHES PANEL "BA" 100/2 19030 2 #1 THW ALUM 0 1 #3 NEUTRAL 1 "C PANEL "CA" 10012 13030 2 #1 THW ALUM 0, 1 #3 NEUTRAL 11,"C PA L "BS" i#?0/2 19030 2 01 TRW ALI* E1 3 PANEL "CB" 10012 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL 1', "C e PANEL "BC" 100/2 1910,30 2 01 THW ALUM 0, 1 1 3 NEAITRAL 1 "C PANEL "CC" 10012 13030 2 #1 THW ALUM 0, 1 #3 NEUTRAL 11.4 C PANEL "BD" 100/2 ' 19630 2' 41 THW ALUM) AI, 1 3, NEUTWI 1 "'C PANEL "CD" 100/2 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL 1',"C PANEL "B€" 100/2 1W30 2 #1 THW ALUM 0, 1, 3 NEU`T,, 1 "C PANEL 'ICE" 10012 20620 2 #1 THW ALUM 0, 1 #3 NEUTRAL 14"C PANEL "Bf" 100/2 12360 2;#1 THW ALUM p, 1 3 NEU'C AL 1 '"C PANEL "CF" 10012 13030 2 #1 THW ALUM 0, 1 #3 NEUTRAL PAN L "BG" 10012 12360 2 #1 TMW ALIAA4, 1, 13, NEUTRAL 1 "C PANEL "CG" 10012 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL. 114"C PAutt #smtf 1`00/2 13170 2:#1 THW ALUM A, 1 31 1 "IC PANEL "CH" 10012 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL 11,"C PANEL "BI" 100/ '' 12,300 2 #1 THW ALUM 0,`1 i�3 NEUTRAL 1'11C PANEL "CI" 20012 42230 2 #250 MCM THW ALUM 0, 1 #3/0 NEUTRAL 21,"C PANEL "BJ" 125/2 , 220$0 1 2 #210 THW ALUM 0, 1`#1 NEUTRAL, 1;"C PANEL "CJ" 10012 1 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL 1',"C PAN L "BK" 100/2 13170 2 #1 THW ALUM 0, 1 #3 NEUTRAL 1,"C PANEL "CK" 10012 13030 2 #1 THW ALUM 0, 1 #3 NEUTRAL 1,"C WitsL "`<3L" 10012 12360 2 #1 THW ALUM 0, 1 #3 NEUTRAL i;"C PANEL "CL" 10012 13030 2 #1 THW ALUM 0, 1 #3 NEUTRAL 114"C PANEL *Sir 10012 13770 2 #1 THW ALUM 0, 1 #3 �� NEUTRAL 1; C PANEL "CM" 100/2 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL 1;"C PANEL "BN" 10012 13770 2 #1 THW ALUM 0, 1 #3 NEUTRAL lq"C PANEL "CN" 10012 13030 2 #1 THW ALUM 0, 1 #3 NEUTRAL I PANEL "BO" 10012 12360 2 #1 THW ALUM 0, 1 #3 NEUTRAL 11,"C ,' PANEL "CO" 10012 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL PVT PANEL "BPI' 10012 13770 2 #1 THW ALUM 0, 1 #3 NEUTRAL 1;"C PANEL "CP" 100/2 16760 2 #1 THW ALUM 0, 1 #3 NEUTRAL I PANEL "HB" 2DO/2'' 3422`b 2 #250 MCM THW ALUM 0, 1 #3/0 NEUTRAL, 2z"C PANEL "HC" 10012 704, 2 #1 THW ALUM 0, 1 #3 NEUTRAL la"C TOTAL CONNECTED 2108 TOTAL CONNECTED 2S2IG& MAX AMPS/0 = 865A MAX AMPS/0 = 810A MAX AMPS/N = 650A i MAX AMPS/N = 780A NOTE: LOAD WATTS BASED ON SERVICE FEEDER ,CALCUI,LAT1•s NOTE: LOAD WATTS BASED ON SERVICE FEEDER CALCULATIONS 1 as, x ' > tla . ., ,r.6 I I a� Ld�i;+eu'lEYi4' ' �Woo...yn oy o a�'2fzi; zmso v Wu0 ."-`aY �gOzoz �g4 k ff iW z€oW Eogg�I -o'off 9o5 p {{ Q,5 13 O o zx 0��_� V i G 00 ag A0 Y 0 a o 1� Q Lr) L Q CD N 0) a c �M +J C o M s o 05 U L s Q a° o -0 a: uj ccE(1) 0 %4*46 o - O o a N v W J C6 Y 1 � i REvnarJs SHEET E3.2 OF DATE PROJEtt NO. S4-SS 1 3" C.W. TO BAYS RISE UP III RUN IN JOIST SPACE (SEE DOMESTIC WATER RISER) 12 X, / lean' 1.�n 9{ 9✓v� v... V 2" 311 �u, :SER t I. t � � W Y t s %• S`t x � � �'V i p 11 3" SANITARY TYPICAL (SEE SANITARY RISER) TYPICAL S NTS e w +� I I r I d ►A1►r1 k F11GaLf7 fldiEGt „. _ ��.;a..na"h ,l. 1N Itii Jol<rr 7Afi 4 K 9 r end Vx+ i'1�5 th 4ny. j � . '4i t i �✓`^f��,a9^ k I^ yE,. y Y i uR � .i:* •K 3d, �« ,aNA63'4't o- r-or-p YISLvti , TYPICAL WATER RISER '1 /4"=1'—O" III\/I1111■II■/IIOiUUUU1/\/\i11ii.0loss INN l/iiU01INN 11■onto \/■111■■■IUOi Oiiliiii Hiil lesions sea ii HiiiiUi0i1■UiUUi1i/\•i//ii/iiiii0il ll�l�lcar`� 11M, EMI \ 4j1ri �12xllo I�x�b I (A/C 414 L ON ROOF A/C 415 IoxlO r ;; ._ ON ROOF 6 '7 W I I C3iGt� C'>i Gq :� 11�I� 11x I3 q5o �t M q5a c.FM i i I MECHANICAL PLAN NOTE: PLUMBER IS RESPONSIBLE FOR MAKING FINAL CONNECTION TO N ALL SITE UTILITIES BEYOND 5'-0" FROM BUILDING LINE (TYPICAL) sr + OT ,.... .. iL t Nk�N�-t� w1'�W yl r� o gL f"�Itz� r4Nb fzV�l aaW� IN j�1el pztitl�N rtaNY�r.�/Ai�;"r`s r` I !� ,{. .' ! IT'TI �1 'iV�✓YI�r/ �V���1� I / �:M' `""t:7<�; t�,*-C:"- � v,,•,{' ,r, {�,�,�,,' i'��� r,�^a; a -..d KEY PLAN,11"'; N =W�No va��ow n, �i r000>r� a¢iX�£f �9W,Y�Erzj azm --- O�E..�z e p�,n¢a opi mN vs z0EO d-a SEE d!-O't w �o �"ac �i- 2tx-- 3o > I. �a 000 iaaE�ai• Q 0 Q c Q Q c n -- Q o ui c v C o N C D M CO M S 0 _U C °a CE a o �cz 6 v O O 0 o 06 L I Q 0 oQ5 LL N N Wa W I z a Q w INN` 0 LL r LL REVISIONS SHEET M'1 mio Of DATE PROJECT N0. B4-®6 1 a 3'�GoNrl 1'o ICI-I�G. � ?L m4) I OM e_ a Fie-f F--V- LAB NT6 W G _... �3�4�� huJt-o�F VAI-VE� �o�' 6i'�'oV� LIRabF� r r d I' I i .d z+ Fdtt xtl p N i • I�,, 577 r .nG� ,r a w_ p- 3/4 apr- vaw�_ �, PIN 04 Ar!�pvg Rr- GAPWAi,L_ IN G %Lh�• ��Igltl .54 a�3,a,5�b� PLUMBING PLAN PLUMBING PLAN BINGLE TOILET BACK TO BACK CONNECTION TO CONNECTION TO 6" SANITARY SEWER 6' C.O.- (SEE CIVIL DRAWING: CONNECTION TO 6' SANITARY SEWER WATER METE (SEE RISER) �a MECHANICAL PLAN MOTE: PLUMBER IS RESPONSIBLE FOR MAKING FINAL CONNECTION .IO ALL SITE UTILITIES BEYOND 5'-0" FROM BUILDING LING (TYPICAL )Tf WATER METER 13 C NOTE: PROVIDE 1" 0 SC40 PVC CONDENSATE LINES FROM EACH ROOF TOP A/C UNIT ABOVE ROOF WITH "GOOSENECK" P-TRAP AT UNIT SIDE PITCHED FROM CONDENSATE OUTFLOW SIDE OF R/T UNIT TO ADJACENT RAIN WATER GUTTER. SUPPORT AND STRAP CONDENSATE LINE AT + FIVE FEET ON CENTER USING ELEVATED PITCH POCKETS AT PITCH LINE AT 1/8" PER 12" MINIMUM. t_I I_..�.. KEY PLAN N m �xXv 0 PUN x 8 - z a3 Pi'^E� O Uvz0�Et�LL;tu'6 i ,��OaE tm OS WOv-na� z�`a nwaffEE t-O �zw nzEO� xazY��op �LL >w o �aoo�g aE�av d Ln O o ®Q C U) CDT n LL V i 0-) C 0 M +� C p M s _O cc C o D Q O - LL N \ 4' a 70 6 � o 0 O o0 N � W J vJ v V 06 0 O J U. N Wa W Z -- a �a W ® a LL REVISIONS SHEET OF DATE PROJECT NO. e4-861 IVIBING" PLAN BACK TO BAC 1 /4"-1 °-O" -,r:,.S I'm WWII 'r s is 17 ■ REVERSE OF OF OF LAYOUT• •LAYOUT 1100IJI�I ,"I`o Y+�I-bC� BAY #14 i.AJ VJG �J II GO hl hl .t0 �'j L Dc'a . G7 is W � TZ lhE�- pLAr1 � BAYS # 1 5-24 SANITARY RISER NTS �k116U�`f'-v�F !.Avg GRcoE 1 �� wa1'�1z M;G1'�►z �S�E GIVI� G�hAVJIr1G�% Ail l% i stir C "t ,ry. • +� a�v it N•' v a I, 1 h�44 BAYS # 14 — 2 4 rn, ai' r WATEEZMRIS a NTS y 4" 'ry r�Vl y1.� —7 A/C *18 I 4" upGK; 4" C.O. ON ROOF —1 _ %4cA1-�- SIMILAR TO A/C LAYOUT 4621 I TYIGAL VVA I LN OUrrLY BOLL KIStH) e 24- -)4 vJ/ flL.tEn- c ;-47,1 -q�"�, A/O f2- A/C *20 Ni100 ON ROOF I 4" C.O. I I L---� I - lar�lc 2 0 22 23 24 REVERSE OF REVERSE OF REVERSE OF A/C LAYOUT *21 A/C LAYOUT 4620 A/C LAYOUT #21 1x� �7G'- f" j 10 K 10 x. 127-Mv Ew ��M � E�"'�'"E�, !"i+#` t yryp iiµ ��f% Qn f� A �- I,! ?! � 'h' V��S i �'"^E ( `'"{fgW *�Y 3ti �'e +§ki xf"}t4[✓�, "���ZK'+"nL' 5 �` '� t4 x! y ���* .,"b � � � r M Y ` � - i I N4A k � Y d rrkxi4v'n a aEA.+'"��',rika5 i �. 4M_`tuTMl 14,^"xx.%u.?w °Fs'S�Z3�k Se.'c �. .a 2f 1-+.+�'h :3 w ,>_5^ �. r L'•° .. .r um9b "3 ... F i t M wA�.rOPE .utfT, MECHANICAL PLAN 1/8"=1'—O" NOTE:: PLUMBER IS RESPONSIBLE FOR MAKING FINAL CONNECTION TO ALL SITE UTILITIES BEYOND 5'-O" FROM BUILDING LINE (TYPICAL) PROVIDE 1" 0 SC40 PVC CONDENSATE LINES FROM EACH ROOF TOP A/C UNIT ABOVE ROOF WITH "GOOSENECK" P-TRAP AT UNIT SIDE PITCHED FROM CONDENSATE OUTFLOW SIDE OF R/T UNIT TO ADJACENT RAIN WATER GUTTER. SUPPORT AND STRAP CONDENSATE LINE AT + FIVE FEET ON CENTER USING ELEVATED PITCH POCKETS AT PITCH LINE AT 1/8" PER+p f 12" MINIMUM. 'r; 0opmO� g3S0yE E0 20 V: na�o Oi �g yr =Ea_� ,o n E '4�- a Fzo�az� ��Eo� .0n �00 g oa �� W� j ;ooga¢E , O Q o j M N LL wQ 2J W Q EL W o a F LL REVISIONS SHEET M'182 OF DATE PROJECT NO. 84-861 RISE & RUN IN JOIST SPACE � 4 -- I I _ �3 ey, P±'{,'h1w`FTE 26 27 REVERSE OF REVERSE OF A/C LAYOUT #31 A/C LAYOUT #32 RM c� II J L 3 Vtn, At i aNp !PA -I I I I I I I I/vx12. I �OK�% IrOX1D i N It 3 1 3 /aKI-�_ 11 1�xI'1- rtl 1,{5 x 15 (z t l 2-y�-rX 12 R 33 REVERSE OF A/C LAYOUT #32' y' 4' C01 s° C.O. 41 REVERSE OF A/C LAYOUT #32 40 TYPICAL OF A/C LAYOUT 032 39 TYPICAL OF A/C LAYOUT#31 1't4� �;•"siskt � a 0.s .'x':RS:.., ikt 36 TYPICAL OF A/C LAYOUT 4132 4A S Ark COLD WATER SUPPLY RISE & RUN IN --?,JOIST SPACE (SEE RISERS) -�A/C 4137 ON ROOF oxf:_ i6�10 1>`ID I1 W r-� �3' TY ICAL (SEE RISERS) �40 �I�M hl 36 REVERSE OF A/C LAYOUT 4137 —1 �� �f2AIbxl(o 4' ���iL1r 1 _�/C 10,35 ON ROOF I I �' 6x16 IF<,rI J 4 C.O- 'x�r A/C 0634 ON ROOF I �.oxl�o I�xl� -1 W w/ FII,i�.R- (6x 15x16 4�c� c-P 0o W��o c a- m��`��-dos= � ffz- YQr z �W;�z Flo oozz�Y�oo��a z O0E O6= oaEN-oW ago��=� =E�W ii jn OK�Oo 00 Eo0'aa ���p�Qg �i�LL �ov.v'�og =>� �a OooiaE Y a��.ffma�oc.. H13 = (3,1 ®a J LL L N W w ZJ IL Q 0 _w Q F LL REtlIS10N5 SHEET PA1.3 OF DATE PROJECT NO. 64—BB 1 .,. e .. ��� yi e .✓'^,�°�'� 1/ .... _ a t:. Yeti' .. �A.a -lain a I