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HomeMy WebLinkAboutSt. Lucie Square 40214-402196 r{y3r rii� t . f BUILDING PLAN CHECK i I ,* COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER 41315 DATE RECEIVED 1/21/86 Watkins Assoc. -------PHONE NUMBER: Kirkland Group PHONE NUMBER: Publix (St. Lucie Square) Kitterman Rd. and U.S. #1 ANCY: Mercantile TYPE OF CONSTRUCTION: V IG: 39,795 sq. ft. NUMBER OF FLOORS: 1 TO COUNTY BUILDING OFFICIAL a shall be installed according to NFPA #96. C-Fan shall be wired to turn 2m goes off, unless otherwise specified by manufacturer. plans shall be submitted by sprinkler contractor and reviewed by the Department and this office before any work on the system is begun. C everj 5 ft. of travel distance. Mezzanine one 2A-IOBC. larms shall be monitored by an approved monitoring stations including the NIHAL;IUHS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS DATE SIGNATURE BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 CONTRACTOR: ARCHITECT: OWNER LOCATION: datkins Assoc. Kirkland Group St. Lucie Square Kitterman Rd. and U.S. #1 PLAN NUMBER #1315-6A-6H DATE RECEIVED 1/21/86 PHONE NUMBER: PHONE NUMBER: TYPE OF OCCUPANCY: Mercantile TYPE OF CONSTRUCTION SIZE OF BUILDING: 9,760 sq. ft. NUMBER OF FLOORS: REQUIREMENTS: TO COUNTY BUILDING OFFICIAL V-Sprinkled 1 _1. Complete set of sprinkler plans shall be submitted by the sprinkler contractor reviewed by both the County Building Department and Fire Marshal's Office before _ 2 _Oes ification of four (4) hour fire wall: How constructed. a No electrical shall be located back to back on a one (1) hour fire rated wall. 4. pnrtahle fire extinguishers: One 2A-I013C every 75 ft. of travel distance installed CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: �RE DATE Z—zS-'--�� SiGNA7U OWNER: St. Lucie Square LOCATION: Kitterman Rd. & TYPE OF OCCUPANCY: _ Mercanti1 SIZE OF BUILDING: _ 13,000 sq. f REQUIREMENTS: TO COUNTY BUIL 1. Cowlete set of sprinkler Dl revi loreens) Bl TYPE OF CONSTRUCTION: NUMBER OF FLOORS: kled I 2. Certification of four (4) hour fire wall: How constructed. 3. No electrical shall be located back to back on a one (11 hour fire rated wall. ��:—•-.vv.• •�V •.V� ���VV///VV V/tl f1LL //tlJ/�LV//V/tlJ � REVIEWED BY: t ��r DATE Z— z�—�� SIGNATURE BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER #1315-4A-46 DATE RECEIVED 1/21/86 CONTRACTOR: Watkins Assoc. PHONE NUMBER: ARCHITECT:Kirkland Group PHONE NUMBER: OWNER:___— St. Lucie Square (Kirkland Group) Bays 4A-4G) LOCATION: Kitterman Rd. and U.S. H1 TYPE OF OCCUPANCY: Mercantile TYPE OF CONSTRUCTION: V-Sprinkled SIZE OF BUILDING: 8,300 sq. ft. NUMBER OF FLOORS: 1 REQUIREMENTS: TO COUNTY BUILDING OFFICIAL 1. A complete set of sprinkler plans shall be submitted by the sprinkler contractor reviewed by both the County Building Department and Fire Marshal's Office before any work is begun. 2. Certification of four (4) hour fire walls; How constructed. 3. No electrical shall be located back to back on a one (.1) hour fire rated wall. 4. Portable fire extinguishers: One 2A-IOBC every 75 ft.of travel distance installed according to CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOURNOTICEREQUIRED ON ALL INSPECTIONS REVIEWED BY: �'-'-�� _ `"� DATE S (GNATURE BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 CONTRACTOR: ARCHITECT: OWNER LOCATION PLAN NUMBER _ DATE RECEIVED_ Watkins Assoc. Developers, Inc. PHONE NUMBER: Kirkland Group PHONE NUMBER: St. Lucie Square (Kirkland Group) Bays IA-1J Kitterman Rd and U.S. #1 TYPE OF OCCUPANCY: Mercantile TYPE OF CONSTRUCTION #1315-Bldg. I 1/21/86 V-sprinkled SIZE OF BUILDING: 11,820 sq. ft. NUMBER OF FLOORS: 1 REQUIREMENTS: TO COUNTY BUILDING OFFICIAL 1. A complete set of sprinkler plans shall be submitted by the sprinkler contractor and reviewed by both the County Building Department and Fire Marshal's Office before any work on the system is begun. 2. Certification of four (4) hour fire walls: How constructed, between buildings 1 & 2. 3. Certification of two (2) hour fire walls in bay or shop 1C as shown on first page after page P-3. This page has no #. 4. No electrical shall be located back to back on a one (1) hour fire rated wall. 5. Pnrtahle fire extinouishers: One 2A-IOBC every 75 ft. of travel distance installed CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: �- DATE SIGNATURE 7 BUILDING PLAN CHECK reviewed by both the County Building Department and Fire Marshal's Office before any work is begun• 2. Certification of four (4) hour fire walls: How constructed between 1 & 2. 3. No electrical shall,be located back to back on a one (1) hour fire rated wall. 4. Portable fire extinguishers: One 2A-I013C every 75 ft. of travel distance installed according to code. j: s li I CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: STEBBINS &SCOTT ARCHITECTS, P.A. 2101 SUNRISE BOULEVARD FOR7 PIERCE, FLORIDA 33450 (305)4643122 aune,r02, 986 Mr Dan Le ore St. Lucie County Building Department 2300 Virginia Avenue Fort Pier e, FL 33450 Re: St. ucie Square Shopping Center I Dear Mr. epore: Hallmark Cards will occupy the South 5' of space 4B and ala of space 4C .and 4D Sincerely ST.EBBINS SCOTT, ARCHITECTS, P.A. Jack Hi Scott dHSldh cc: Watkins Assocaites Developers, Inc. w Coil �' t� ti.7 v Of µ J qkx Y § 4 "IR�KLAND -E ATLA Y 3y 1 i k N "p _@,k. H $� Y rote ��'i ARCHITECTURAL w u` A-0 Cover Sheet. A-1 Site Plan " �F A-2 Floor Plan -Buildings #1, 2 A-3 Floor Plan - Buildingls #4, 6 A-4 Front Elevations "' A-5 Rear and Side Elevations - Shops and Walgreen, A-6 Walgreens Wingwall and Canopy Sections A-7 Reflected Canopy Plan and Wingwall Sections A-8 Column and Pier Details, Typical Storefront --- A-9 Walgreens - Building #5: Plan, Elevation and D A-10 Walgreens Interior Elevations and Details A-11 Walgreens Details A-12 Walgreens Details " A-13 Walgreens Finishes and Details A-14 Walgreens Reflected Ceiling Plan and Storefront Elevatio A-15 Walgreens Canopy Sections and Wingwall Elevations A-16 Publix Sidewalk and Reflected Canopy Plan and Elevatio 4 A-17 Publix Canopy Sections and Wingwall Elevations � " A-18 Roof Plan and Misc. Details A-19 Typical Details and Wall Sections l` r cu STRUCTURAL uY S-1 Foundation and Floor Plan Buildings #1 anx' S-2 Foundation and Floor Plan Buildings #4 and 6 S-3 Roof Framing Plan Building #1 and 2 S-4 Roof Framing Plan Building #4 and 6 S-5 Foundation Plan and Roof Framing Plan -Publix Canopy S-6 Roof Framing Plan -Walgreens S-7 Canopy Sections and Details S-8 Canopy Sections and Details S-9 Standard Details 5-10 Misc. Details PLUMBING P-1 Floor Plan, Riser Diagrams, Details and Legend+" P-2 Flogr Plan - Plumbing - Walgreens P-3 Risers, Details - Plumbing Walgreens' MECHANICAL See Drawings by Others for Mechanica ELECTRICAL T See Drawings"y t1Y E�ieettlC' DATE: / SUB °CT TO: 1, SOU'r,r t ! S ANDARD BUILDING CODE #. LiJ d t CIS L fly d _ C_o _t W Uo LL -� W W U) 4 `��� h-- rr z d �r n Or a- s M .,�:i r " : 10, a I� I! _1'k j,. o V � J x � r yin I �t f. # .4 y •r°t--jai �` 2 ,y ,Y�Y .` 5r'^ .^ r " s ro d't pA t .. i i f4_ W LINE `^.�^ -,u �1�'�M 'Y �� m w emea. a n: •.,-s � �������/_1�i1. � � � V� /� � � C I �• mx xro$ a{ ? >� A.-v m4 I • M11 TIZAC i f ± 0.86 AGv_ES ' I. hIN41 TOF-y 13aA-,MQic.I-Fi 7f' 50oo s.f. RiL1 Yam. &P_f€A . 3. S P4izkltyrl SpAc g FE-R Icr�s.F. 5 rye,. F ay y t i. &¢ y, �tMr S 1, „'� •.;, h'F�aki r �.�� �n `�%*�ti. ti `.��uAi fi'T.«''fAiv-.N•. ��AY44 r.j SATE PLAN �� n �« Lpl- cj I Dt L.Gr 10 V LOT Iq' STD LUcIL; -*a—c 1 z T�Le2 s I LOT '22 Laj 233 b N r plans for location of handicap ramps., y I zoo,:.'' •;7. parkingisland with planting LU P g 198 560 8. = painted parking island. 16 r i _ 6 �jo 9. For types of planting and locations of irrigation meter, well � =a . ��i�tyh' L; 5fit; d pump and cr_..�o at, See landscape and , rrigation plans, by a _ Of �8j1 �jy `!:a0.'1}�� ..°�•4~i FY5��"�'yylC, st'h4 �v.�., #ii'` r r.. „ a "' e` 3-MN .�*,.. FY 4' ( ��ra�® 1�s6k �'� Y _ others. - - ry to , £ Ce ��� ' j =. �.. _ .. -:,, -' '"' w" .:•:" -- &' =`k-" ,::: - r, �-S #' a`"Ec' 2 Ti+"•'� g z - u..,: r x rE. - _ i k�: , „ .: .: n .. .. .. • : i:5^:: , r y .4t �,,';`.�- s � .. .,.9x s> x:+t i yyS?''�",.+, a x } � a: `ix'�' �''s�,r"�':` § „ Vie'"' s° v t f`t i .. �rcr��55 ,.. _ _ �, " �":r ,..e �,5�., w,,.. '' �,•j.�•. .�:,: :�T"�'§ kn r :3 4x ..xa 7� d'.. �n '�w'� ".ti a � � .;k i I ' x v i - X x LOCATION 1 n.. ., 'C i. 9 ,,:a. Nfi ,n s.^L Y, l kk^ G : „ .> „t}�•y � , i - : 9fi x p' ,.' - `ti «.+ry 's'. Y _p#e", *.'a° yt, �Txz '� .. �'.m. ««._s_ .. - ,w_ „a, :'.. �, ^•.. 1=:r "T. . ,.:": rs t� „fir `� ,Y tir. 1 „x.. ., J^ , a$�, ^fi5 *^�', �• � °'A' © COPYRIGHT, THE KIRKL+,Nl U. ¢1 1 J C/) i Lij Cn < Q Q � LLI >— f U} c O J O (D � �_� U J I- J U) d. E REVISIONS N0. DATE TITLEN� "`---till/// )+Aory ZE,2F 6G,6D,IOA-IoE 3A{Sib 12) .I'1,8 C�Eh�ER.AL 13) 10.22 PAZGEL= 6 �y. �/ PPxWLII�IL� rc-EV. jf +m 'a y J�$ f THIS DRAWING IS THE PROPERTY OF THE KIRKLAND GROUP, ARCHITECTS & INTER- IOR DESIGNERS AND IS NOT TO BE RE- PRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. DATE: NjAy 61 1965 DATE PRINTED DATE RELEASED FOR CONSTRUCTION: 12 12 °off SHEET TITLE: S i Tf5-: F'LAA SHEETNO.: ■ 1 MM Lij W 0 U� co (1) <t W d Q O � � m O O LIL O w U3 <t rr O co REVISIONS NO DATE TITLE ado - THIS DRAWING IS THE PROPERTY OF THE KIRKLAND GROUP, ARCHITECTSBINTER- IOR DESIGNERS AND IS NOT TO BE RE- PRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. DATE: DATE PRINTED DATE RELEASED FORCONSTRUCTION I'L 12 f-x6 i SHEET TITLE: FLoolz F-LAN ALP SHEET N i E 4 Yll 1 1 COLli LU Ljj < d wa o �o a w w �Q D z U) 0-< WINGWALL SECTION SCALE 3/4 " 711—o" ili i al i xp T *g c— IN 7 MEEK&, Blannes 0 ENE= �m a MEMO HEM WE IBM ommom VIEW �JmWw a= %rwmmmU1m No hmoms■I MEMO ammomme ■MEN HIM �,- F� - '0"00'm'muul 0 �k NO 111wom id, a Miami -7 0 I'm so EMENESE - 'a �*1511111 E�smsma� Ems it ZmVoTiiii b 7- %0111F� AMER!,- =,z SEZEENES so - MINIMUM '0111 111. i Blow OEM EMS ON 11 am= NONE Rims BE Mar., ME IN MEN ME 0 Ems &am immm 0 Aflow ■ ME mill monoww"M Mumma I so IN 9 m 1[ low, was =MM go- ..� n ...... 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SS,uw•,!.. ,..>. ,.. e :_,. ...el . ,. ., :..:r_ , ,...,-...> .,..,.. .>n�s.. .,.fR.._ ..m, ed M_ � »�Tx, ;9g'S�;<t:. .�' e.[,Y .;�k.>... .st? ss3 4 T U 0 t O I MZ W O k r Lli 'V' ')i t.x l t 0 VJ W < o L �o w Uj U LLC f 1 Uri a.. Q I OF. s I' V/ 11 VVl ■ Vr • r •• SCALE 1VO , I I w t i V/ 11 VVl ■ Vr • r •• SCALE 1VO , I I w t i SEE 2P6c5. Fo{z. I INTGRIoR Flhll2}-IE5 -mac :;,- I ^LdM- 51 � •0E-ET" M T LC) COPYRIGHT, THE KIRKLAND GROUP, INC.. 1985 Emplo A' ER-6r , 7 PIER Ut I AIL orLlr F2�-Io, co�lc. LIL 1 �. `_ . COrlc. 6R�)✓ I�1I Liar -I j: � �lcco �itJiSN, SLo�E k� R�6 Go+.lc. -_ _ "��•�` s`� i —, - i 'T _ lZ JJOIr-I1JS�OL�T - SEA- fi'LA1�2 rYJ � � Coilc-. �, • � 1= R L CAT p- �. .. •�', , '`\ .> r � . „� _ - { - �I�7L1cco FitJieH - - I � I bV N Mw MN ®E BCALE 1 Lu W Q 0 I � U) d W a U � ILLJ f•-- Lu 0 u! U d U) rr- J Q REVISIONS NO DATE I TITLE PR PR TARY T MNK� H HRI-91REEN STORE ALL CONSTRUCTION WORK SHALL BE PROVIDED BY LANDLORD'S CONTRACTOR ,ACCORDING ACCORDING TO WALGREEN'S CRITERIA REQUIREMENTS. CLARIFICATIONS OR EXCEPTIONS ARE SHOWN IN SCHEDULE BELOW. UNLESS NOTED OTHERWISE ON DRAWINGS. ABBREVIATIONS GI — PROVIDED BY LANDLORD'S CONTR. W — PROVIDED BY WALGREEN'S CONTR. ITEM LIST TURNKEY WALGREEN STORE PREP ROUGH INN. FURN. INSTA FINAL FIFINAL ADMIN. OFFICE INTERCOM. C'l W W W AISLE MARKERS L INT. SIGNS W W — SALER.COMPACT'R. CONVEYOR GI W W 51 DATA A PRINTER TERMINAL W W W DRINKING FOUNTAIN G W 61 C, ELECT. CLOCK— TIME CLOCK G W W c1, EXT.L'INT.LTG.FIXT.L LAMPS G Cam. 61 GI EMERGENCY LIGHTING c1 133 1 G EMPLOYEE RM. COUNTER 61 G - EXTERIOR SIGNS L ELEC. W W G. EXTERIOR SIGN SUPPORTS 01 - CATES RAIL L TURNSTYLE G . W W '51 PLAIN GATE G W W - LOCKERS. EMPLOYEE EQUIP. - W W - LOW OFFICE PARTITION L FLOOR 61 W W — LOWER COSMETIC LIGHTING - W N 61 PAV'MT.PARK'G.LOAD'G.LTG. `�11 cl C1 C1 PLASTIC CORNICE L LTG. - W W, C9 REFRIG. A WALK-IN COOLER W W 61 ROOF OPNGS. L BURGLAR BARS GI _ RX RAISED FLOOR. L CARPET — W W — RX INTER. REGIS. INTERCOM 61 W W W RX SINK. CAB. L REFRIG. cl W 61 C7 RX SLIO.GL. L PL.LAM.SILL GI U ='f - GEILIKP-020 - W M - NIF-�GNPNdI�iE FIxT. WILTC-4. c1 W W 01 SERV.OR. L SECUR.HOWR. GI GI GL - SILEMT WATCH.SECUR. ALARM G W W W SOUND SYSTEM GI W W W STOCK RCOM SHELVING - 61 Gj - STOREFRONT HCRIZ.CART MULL. 61 01 61 - ST.STL.NRAP S' HT.- AISLE COLS. GT - TOILET RM. ACCESSORIES vl 61 VINYL WALL COVERINGS - W C� - OLJNTIF9 e rrEZ- 000F- t w - V INNER I >i." �c - . •., N`. ...,-: icy a"• } ''�S ,..'¢sr u' $ xx IRE EXTINGUISHER , l . GENERAL CONTRACTO roved portable fire extinguishers having a rating of not a. This Contractor shall coordinate all work. Notify Iess than 2A, shall be provided for each.3,000 s.f. of the Electrical Contractor, and Sign Contractor as soon as protected building area, or major fraction thereof. possible after the sign wall or structure is in place. General Contractor shall not close up back side of wall 2. The travel distance to an extinguisher shall not exceed 75 until Electrical Contractor and Sign Contractor have feet. One fire extinguisher shall be located at each level - completed their work. .l�III •� F � 1 rH 6` t � I • • �1I IIIII�J z x 1 1� 1_ H i2 o 0 0 0„ f 6QQMOG°3� pG�1LlG,�IM1G°aC�1T }., o�{� A k C 2 (,�a` �h ?u rn +i y y„ y+'^u�j#i aS N ,i rAJwt�ne}. SCALE 1/8" : 1'0' ` RED 28'-2" SCRIPT SIGN DATA APPLIQUE ATTENTION: G•n•ral Contract", Electrical Contract", Sign Contractor RED PLEXIGLAS 82723 FACE SIGN NIGH POWER TRANSFORMERS Elect. W cig me" Totals o' C,r. Rory Trans. Lover Top Ara• Amp. 1-2 .. ... :.lo W L Rod Cap. S0. Wt. V.A. !e- +v elo sort _ Neon IlFRCase 9 Ft. Trans. _ `_ ;o o. 10 _ o 30 [n'-:" ✓ •l" o3.o8 60 MA 28'-2" illum. red M2793 Plexiglas face, 2 rows red neon, 24" lower case, 34" capital, 47" overall ht., 63.68 sq. ft., 434 lbs. For etas data and detail see Spec µ" to exit way. Tney stairway M« E q.. � 1'g c'. � .::; J �X � �" art+.;` "�. 3,v k •. S y c c �n • • • • • • - • • • conspicuous location accessible and iminediately available. v 4...'S. 'v%N<`y' RsR ,... ,•: ,f;� .hY%+:,',". £_:.,..-.. 'si +! c ;3 y'+':'.'>: '1 .. tl n _.'%# -av .;�. © ' . a .,:: " =.,+ '..« Y t ,=',c 'r ' �;x t'!<» s�,y #Ns 'I"""_.; •`i:�c t s? ri-a . T �1. _ • - • • Y"" All 3 t. 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I L v, — V/ SCAT F 1 /A" • 1 W INTERIOR DRUG ELEVATION -- b r,A l7Av_K e,Rc)ot� YIrI-rL eArzE DECALS ARE WHITE RDVEAT191NG CO. PREP > P'0. BOX 238 RAp BY: /SHELBY. INDIANA 46377 RTTNt JERRYPENICK DECALS ARE -PURCHASED AND INSTALLED BY WRLGREENS. NOTE: AVOID PLACING LETTERS OVER EXPANSION JOINTS." WALL SIGN & LOGO DETAIL SCALE 1/4" : 1'O" -R_ t A�oLl�jrcA:L La7 IN PILE INTERIOR ELEVATIONS KEYED NOTES ITEMS MARKED N/A ARE NOT APPLICABLE. ALL PAINT NUMBERS APE BENJAMIN MOORE S CO. MATERIALS (BM). FOLLOWING RRE AEF.TO INT.ELEVS. FOR OTHER FIN19HES REFER TO INTERIOR MATERIALS AND FINISH SCHEDULE. DESCRIPTION DET. OPAINT WALL BM PV-63 LIGHT BLUE OPRINT WALL BM PV-61 DARK BLUE OPRINT WALL BM PV-27 LIGHT PURPLE ® PRINT WALL BM PV-7 DARK PURPLE OS PRINT WALL BM ET-46 BEIGE © PRINT WALL BM ET-49 BROWN 0 PRINT WALL BM PR-87 RED 0 PAINT WALL BM PA-1 DARK RED VINYL WALL COVERING- GENON CORSICA 9 TYPEII WALNUT 2-06-EB OVER GYPSUM WALLBOARD SUBSTRATE. 10 PHARMACY PLASTIC LAM. STOOL IN 1G14/ FIXTURE CONTRACT. 1/4" SLID. LAMINATED A3.1 GLASS BY GLAZING CONTRACTOR 11 PRINT ELEC. PANEL BM ET-49 BROWN 1� 61 HIGH VINYL DARK BROWN COVE BASE VINYL WALL COVERING-GENON CORSICA TYPEII 13 WALNUT 2OS-EB. (B" ABOVE CASES) (AREA BEHIND REFRIG. CASESI 14 1 X 8 WOOD GROUNDS PLASTIC LAMINATE STOOL- FRONT WALL 9A-3/ H4.t 16 RETURN WALL CO"EKING AT ALL CORNERS i OF WING WALL, OFFICE AREA 1S 8' RAISED FLOOR BY WH_GPEENS 15 NO PRINT REQUIRED BEHIND SHELVING COLUMN COVER ALUM. BRAKE METAL 20 TO MATCH STOREFRONT FINISH. A4.: ZI FLOAT GLASS -SEE STOREFR011T DETA IL6 BC-4/ gG L' PHARMACY COUNTER AND SHUTTER DOOR. R4.1 BA-4/ BY WRLGREENS A3.1 23 EMERGENCY EXIT SIGN- REF.ELECT. OWGS. (� P41NT DOORS AND FRAMES BM ET-49 `� BROWN. SATIN IMPERVO ENAMEL. WALL MIRRORS - SPEC. ON DET. BB-24/F" A4.1 26 OPENING BETWEEN LIQUOR AND SALES. WRLK-IN COOLER OPENING 9A-S/ A 4.1 28 WALL CLOCK - SETH THOMAS Y7-6I0 O1/4" FLOAT GLASS BFTIIEEN LIQUOR AND 29 9RA44/1 SALES. ALUM. STOREFRONT FRAMES SEE STOREFRONT DETAILS AND WALL SECT. 30 DECAL LETTERS 3" HELVETICA MEDIUM "THANK YOU FOR SHOPPING --- WALGHEEN6" 25 644.- MTL <j riJl� 2i-OIIDG SECTION SCALE 1" : 1'0" ITEMS MARKED N/A ARE NOT APPLICABLE VV DESCRIPTION CONCRETE SLABS: (FLOOR-MIN.LfVE LD.100•/SF.) MCI B AR - POLYETHYLENE 3 MIL FILM ENTRY - CRRBORUNDUM CO. ABRASIVE SURFAC4. SEAL - 'MASTER SEAL' HARDNER - 2 CTS. EXPOS. FL. CONC- BLOCK PTART ! ON (REF. PARTITION SCHED.) LZ NPE1NF.- TRUSS TYPE STEEL 16"CC. MORTAR - ASTM C-270 TYPE S. JOINTS 6 BOND - CONCgVF- - COM. BOND. _. _.-.. ENERGY CONSERVATION: HEAT TRANSMISSION-R VALUE, NOT LESS THAN 12.9 AT ROOF & 12.5 AT HRLLS. GYPSUM WALLBOARD 6 FARMING: CMELX - NATIONRL GYPSUM CO. BULLETIN 9-2171. OR U.S.GYPSUM CO. HRNDBK. (LATEST). GW8 6 STUDS ARE SHOWN IN PARTITION SCHED. fti�T� - U.S. STEEL "SUPER Cl 18 GA. AT S OPAGF LEDGE AS DETAILED. REF. 6B-4/A4.1 (MFR.- AMEHICAN OLER141 QnELY - AMERICAN NATIONAL STANDARDS INST. (RNSI)- SPEC- DRYSET PORTLAND CEMENT.':' FLOG - 2 X 2 BEACH TAN. 1 SEAL COAT. BRA-_.- 6" H. COVE, SO. TOP. MATCH FL. COLOR. FLOOR COVERINGS: VINYL COMPO.- ARMSTRONG 12"X 12'X 1/8" •55502 WARM WHITE. LAY IN ALT. PATTERN. 6" HIGH VINYL COVE BASE- DARK BROWN -TOP SET. CARPET- STRATTON STEEL POINT 11 CARPET 30URR S TSE 7717 SHELL BY WRLGREENS. PROVIDE SLIP RESIST. FL. COVER. - CRRBORUNDUM COMPANY SILICONE ABRASIVE, A GU T C CEILING : P- ARMS R N 4 X 48"X 5/8' MINABORRD FISS. TILE. SUSPENDED EXPOS. TEE SYSTEM- RSTM. C-636 FACTY. WHITE TEES. -INTEGRATE RECESS.LTG. H411 HRLGRFFNS CONTRACTOR SHALL FURNISH & INSTALL 0 .fIC,[Z.Y SECURITY CEILING MIRROR TILES, - SANYMETRL 'ACADEMY' FL. MTD. 41 Ni gNTI-f,RIP HEAD RAILS. WALL MTD. URINAL SCREEN TYPE F- PORC. ENAM• SIC. -BEIGE. HARDWRRF- LATCH. COAT HOOK. FT. HOWARD •571-20 PAPER HOLDER. ACCFSSORIFSt SEE DETAILS IOC-I/94.1 PRINTING; OUTLINE SPECIFICATIONS -INTERIOR PAINTING REFERENCE: ORAHING A4.1. 4 N L�EE,�; (sr. STL. WRAP- S' HT. ) W4- 11- T ABOVE - BM OW-10 OFF WHITE W f, V R N : H F- IN f. ELEVATIONS- WALGPEEN FURNISHES WALL COVERING. CONTRRC TOR APPLIES. F I P N : (AEF.-FINISH SCHE[ L MHRLITE FRP •P106 BEIGE. FT-R50 FIRE LEST ADHESIVE. MRRLITE BRAND SERLRNT. MATCHING COLOR MOULDS FOR BASE. HERO. INSIDE AND OUTSIDE CORNERS. AND VERT. BUTT JOINTS. 6UB6T1TUT[QM .090 ORNYTE "OURATUF"FIBERGLASS PANELS - BEIGE. LNafRI_LRj ON: SUBSTRATE TO BE GYP. WALL BD. INSTALL PANELS VERTICAL FROM TOP OF BASE UP TO CEIL.APPLY ADHESIVE. SEALANT. PANELS, AND MOULDS ALLOWING FOR EXPANSION AND CONTRACTION. PANELS TO BE INSTALLED WATERTIGHT ALL IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS, PLASTIC LRMINRfE: tMFR. WILSON-ART) •334 TVF MELLOWED CHERRY. SELF EDGE. AND 3/4' EXT. GARDE PLYWOOD. tRT STOREFRONT STOOL 6 EMPLOY. AM. COUNTER). (4" SPLRSH Ai COUNTER TOP) P ARMACY SL. IL. - SPECS. ON DEf. LG-14/R4.1 a SPECS. ON OET. 88-24/A4.1 COPYRIGHT, THE KIRKLAND GROUP, INC., 1985 uj N0. DATE. TITLE iIS DRAWINIi IS THE PROPERTY OF F}, RKLAND GROUE. ARCHITEG]ES B INTO R DESIGNERS AND IS NOT TO SE RI IODUCED OR COPIED IN,.WHOLE OR I ART IT IS W0f`T0 BE USED ON AN -HER PROJECtAND ISTIOSE RETURNE 'ON REQUEST -... )ATE: ATEWRIN7 ATE RELEASED OR CONSTRUCTION QL(�EEU(? IN'j�b� 1 1( SCALE 1/4 : 1'0" I 1 REVEAL +a (i e 1. 4 I -i 4 o I 1 1- -- r COSMETIC WALL C \ J SECTION 21 22 r a¢ ~J r L) c fa .. ,.,;: SYMBOLS SHOWN SHADED IN SCHEDULE INDICATE SYSTEM OR APPLIES I ONLY IOTO THIS RPROJECT SADDRESSED HOWN IN EBELOW. 1T '3-"=xs°'� 22 13 22 ;, ITEMS TO BE INCLUDED. ITEMS MARKED ® RRE Nor APPLICABLE. DIM. "C' _ KEYED NOTES Y,4#.�4 COOLER 7 OGENERAL SALES/LIQUOR SALES OWALK- WALL SECTION WALL it 2 13 '6'CC 0 O I O e c �Ol 2 7 8 FDA 10 MAX. MOD ` ] \� _ 1 2 8 ] ❑ /' �-- Q -ASS MAX.S' T�PACC SEE FLOW 8 6 N , N 5 ' OLL 1 L N I w Y' JEAL. REF: NOTATION "CRL" DENOTES PRODUCTS BY a C. R. LAWRENCE CO. OACOUSTIC A CEILING. �,M_ 1 , N O TOP ATTACHMENT ASSEMBLY. USE TH• WHEN DIMENSION "C" IS GREATER x'' : THAN 11-1/2". ``" 2 2R Zq TOP ATTACHMENT ASSEMBLY. USE THIS -T' a WHEN DIMENSION "Co IS 11-1/2" z • 1 OR LESS. ti O 2X4 - 3A 2X3 WD. *1 CONST. GRADE. • 9 SPOT GLUE AND NAIL WITH 60 CTD $, NAILS 8" CC. •-. 7 9 11 c O4 1/2" PLYWOOD -SHEATHING GRADE NAIL NOTE: DETAILS ARE BASED ON MASONRY CONST. x 8 i0 2X4 WITH 80 CTD. NAILS 8" CC. •` REFER TO PLAN AND ELEVATIONS. ADAPT TO ACTUAL i O. 10" RIP TO DIM. SHOWN. SPIKE W/16D TYPICAL STOREFRONT ELEVATION CONDITIONS. FOLLOW SPECIFICATIONS BELOW . - 10 12 10" CC. ♦s q 1 O 2X4 WOOD NAILER -CONST. GRADE ♦of O AT MASONRY PROVIDE 2 ROWS "CRL 4 9 10 "TAG. AT 1/4"%3 ANCHORS P18"ROVIDE GC 6 9 a STAG. AT METAL STUDS PROVIDE a. 4 2*10X2-1/2" SHEET METAL SCREWS "1'7 12 , i AT EACH STUD.AT WOOD STUDS PROVIDE o °m + M•l T 06474 8 11 _ - F, 2*lOX3" WOOD SCREWS. 8 7 1/4" - ------- --------------- TY 3 F•.er^x" 7 11 ` O8 PROVIDE 45 DEGREE DIAGONAL BRACES JOR m ^ �'------ --- -- -- `'' r 48" CC. AT TYPE Q2 ASSEMBLY. MAKE ----___-_____ �' m :5... .,, •^ • '^, ----- S i : �, ��'��' '' •. o � UP FROM 1-S/8"GRLV.26 MIN.GR. r ,. ,�, <„ / a RUNNER CHANNEL IUSG OR GOLD BOND) . ' 2 S �--� ¢ •w '' ask > 16 7'-6" 8 RFF. SNfPTi'BEND ENDS, AND DRILL FOR ONE *10 WSRH, 1" LONG EACH END.PROVIDE = v -•� "' a«P_rt` LX4 HORIZ. WOOD NAILER AT WALL TO „',;,.•.- s , - - orozz 3-3/4" RECEIVE BOTTOM PART OF BRACE. olL -) Og 1/2" PLYWOOD, QUALITY CONST. GRADE m -1 "SIS". PROVIDE SEAL COAT AT EACH ER " a w� _ SECTION THRU TYPICAL WALL MIRROR FACE AND ALL EDGES WITH "CRL" � m � z z MIRRO-MASTIC BOND. I 3 5 12 4 S _ 6 4 _ D00 AND INSTALLATION DETAIL _ 30 S/8"X3-1/2"WOOD BACK-UP FOR ,-) o w m o SCALE = 3"=1'-0" PLYWOOD AT TOP, BOTTOM AND ll�--T 13 " UI aNzw� VERTICALS AT 2'-8"CC.SPOT GLUE AND WALL SECTIONS, DETAILS, AND KEYED NOTES. 2 19 21 2 24 CRRRING ANGLE 4X3%1/4-6'-0'GC. M I_ COMPLIRNCEs FOLLOW LATEST EDITION - UNITED 16 SUPPORT AND WELD PER DET..I.ER. J .�: 15 3/16 1/2-3 - _ _ _ _ _ _ 26 STATES GYPSUM, OR NATIONAL GYPSUM MANUALS. TYPICAL MEMBERS STEEL N R I ® 0 i,I SOFFIT MALL FARMING: 'C" SECURENER ".17 MONT. IN. AT MASONRY WK52-3/8-X - - L SHALL BE 2 1/2'-25GR. SOREN CHANNELS SET AT 24" CENTERS. DIAGONAL BRACING WEDGE 'RED HEAD" OR "MOLLY' BOLT AT METAL STUD WALLS USE 2 SELF 0 - - - I' MEMBERS, AND RUNNER TRACKS AT WALLS 'S-4'HEX WASHER HEAD A - - - 20 - P SHALL BE 2 I/2'-QOGR. GYPSUM WALLBOARD 3/4' TYPE I 1 7 20 31 W/ CONTROL JT 'CC MAX. / TN 0 ROL S. 32 H 8E 2 C SHALL t A T t 4'CC MAX.) METAL STUD. 2 4 SUSPENSION AND ATTACHMENT TO METAL 19 MALL MIRRORS lS L-1/2'-CON Ya T LEG TO � 28 DECK [S NOT PERMITTED. F - 4 SCREW EA. RE 8C 2 . JOIST WEBS 1/4 1 1/2 25 ENERGY CONSERVATION: EXTERIOR WALLS 20 BRRCING-2 1/2'-20GA. MIN.-RLTERN TYPICAL DETAIL AT ROOF OF PROJECTS W/ JOIST 2 TYP. 05LRLE ROOF DETAIL TYP. WALL CONN. OSCRLE/LN, 5 TYP.HANGER DETAIL OSCALE/!N. AND ROOF 'R" = 12.5 MAX. 5 / "- A DIRECTIONS 24'CC. USE 3-1/2' PAN "S' SCREWS EACH END. 90* TO WALL / N I • ® i ♦ • [� l 2 d 1 HANGER ASSEMBLY 2 HRNGERS-3 8 16G O FOLLOW DETAIL 1. O CR F 6 CC MAX. 21 FRRME-2 1/2"-25GA. ROOF DETAIL 22 CONN. SUM. "C" r4 3 16 U WIDECONT.GALV. Oq iX8 WOOD GROUNDS. O SCREW 24-CC. ". 20GR. 23 FLANGE.2FASTENUEA. WITHCtl)S3/8'I 2 17 20 21 OO II CORNICE O RECESSED LIGHTING. NO 'S-12' SCREW. °_ 15 3/16 1 22-3 - - _ 20 _ _ - - - LIGHTING �STOREFRONT24 REF. STOREFRONT FLASH. 5/ 24 HOX1'5� 12'2SCREWS ORT EACH LSTUD. I I ® O O 'X4' N N ' HRNNEL 4- / 'PAN CRRRYI B C C 1 2 25 26 O O •, �.. ? _ - I ----- _ _ _ P / N .BLOCK[ G. N RTES. 1 2 D 2X WOOD L O l0 / R Ni. N ER 2 1 2 206 CO SORE 27 WALL W1 6`259A. ST 1/4 AT EA. 1ST, R? END. PLASTIC CPEXTEND ti PLASTIC LAM. STOOL 12 1 1/2Y O A80VE6RT 24'A. LAP SpjDS 'PAN r~ TYPICAL DETAIL AT ROOF 16 I EACH 19 21 23 NR ENLNG REF, SPEC. OWG. A3.1 3 BE 0 D 0 13 i-6'-20GA. MIN. "C' BRACE SET APPROX. AT WITH 1/2HEAD'S 12'S AT 2-1/2^PAN HEAD'S-12 SPRINKLER 28 29 OF PROJECTS W/ JOIST 1/4 1 1/2 SUPPORT CENTER OF OPENING ABOVE. SCREWS ER. HANGER. " PARALLEL TO WALL 14 REINF. ANGLE 2X2X3/1B - 3 PANEL POINTS LONG. 30 OIA6. BRACING 2 1/2'-25GR. ER. EN TYP DE TAIL AT TYP. 3 OSC ROOF DETAIL 6 TYP. WALL CONN. O 7 TYP.SOFFIT DETAIL O WELD TO BOTT. CHORD EA. JOIST PER DET.I. CARRYING ANGLE 4X3X1/4 LONTINUOUS.SPL[CE MAX. ACROSS 3-$TUDS MIN. W/I/2^PA 31 SUSP. RCOUSTIC 32 ANGLES b W O I . RLE/IN. [� / SCALE IN. � R / N. (Tj1'I-I���j SC LE I � 15 T EA. E N �-„Oi O INS. _: S[M. TO KE [LE CEILING. ROOF. SCALE I=3/8'/FT. • : ♦ • - - N WITH lU l/{' 2 S/8' BOLTS 0 .. E OS I It :.. .. m �`F �+ �c o ;., . "k .nr " , �?�•, f .,, . �,�•.rs �E ,:., d*� s c h r� ., yv rn,>: _ 4k x3 a ne-`•` r .ram GATE TYPES _, „,_.... a 3 7 7 a i ! I SINGLE BI-PARTING w,) a i V r 4 E --� OFFSET HINGE OFFSET HINGE 2 TYPICAL ELEVATION. RI -PARTING SCRLE=1 /4"=1 ' -0' N GAME SPECIFICATIONS GATE TYPE• BLACK DIMENSIONS L A 8 C WEBS I F WE UM 0 M 9EA DS 20� N \�% KEYED NOTES S I a J 12 t3 O CK DBBACK • CA 4,*CCCUW WITH Fq CT OHE FREE WASMERS 10 lis I DIPA I - O I L/2'Xl I/21XI/B' O PADLOCK f' ANGLE RAILS. DEVICE. O3" HARD RUBBER BB SWIVEL CASTERS. 4 AT OPENINGS MORE THAN 12' PROVIDE I TOP. HEAD DOUBLE CASTERS ON 2'X3/8'X12' AXLES. O 2 l O O ANGLE BRACKET O 5/8' ROD b WASHER da AND S/B' ROD MTG. FLOOR MOUNTING. w WEB TO WEB RAIL CONNECTION -RIVET •O I is u ODR WELD AT SINGLE GATES. IMCLUDE /AID -MT. Pn DLACK DEVICE _0 MET^/�7 BI-PUFiT�NG(ATi3 10 I I I is I 11 FIN q N AND 6/221GWB1IN ING VyyOLL CONST. FL. 10 2X8 CONCEALED �11 6' VINYL CAVE . • . • 1 e _ �. = 4" BLOCKING. BASE & VT. FL. • �• ••,�1 �.• 12 I' £ 12 13/a'�g�IpR/�M'E ,S/$'(-.I.SIN65((w. FlNE C) 03/4 A l )3X I/8 LEX1\N CORNER GU/hR03I 2 O l3 1 3/4' SOLID WOOD CORE DOOR WITH PAIR BorroM TYP. JAMB 0STANLEY *179 -3 1/2X3 1/2 BUTTS. ROLLER CATCH AND MOUNTING DETAILS TYP. DOOR DETAILS STRIKE *Z3. IVES PULL u - ED NOTES SCALE 3/8" : 1'0 AxtNUM. a 2 a a 15 >�oa GIST. ,I �_ I II I x •ww IlJ o w -20GA. -+O 3 3 z w 5 1/4' o CC..; 14 KAWNEER STYLE "L" PUSH PULL SETS wai-a R CLING -- I R T BE CL.FLOAT GLASS, N TABLE T EA. STOREFRONT SCHEDULE-GLRSSe ALL 0 GENERAL SPECS :KAMEER TO BE I BASE BIO.ACCEP EXCEPT PROVIDE TEMPERED GL. WITHIN 4'OF DOORS. AT INSUL, PLT.MPRS.ARE PPG.AND AMRRLITE. USE EXT.GLRZ SYSTEM. ND. S l2 GL.USE 1/4'-1/2'-1/4",EXCEPT 1/4"AT DOORS.USE 2 SETTING PROVIDE SHEAR BLOCK SYSTEM AT EXT. AND INT.TO FLANGE "�� BLKS.AT 1/4 PTS OF ALL GLASS. SHADED SYMBOLS INDICATES WITHSTAND 30 PSF AT EXT.AND 10 PSF AT INT.REF.- SPEC.THIS PROJECT. N/A -NOT APPLICABLE. WHERE l" INSUL. KEYNOTE 7 & B. ATE GLASS IS MORE THAN 4' HEIGHT, USE 451 CENTER GLRZ. STOREFRONT. DOORS b S�.Hi PROVIDE MEDIUM STILE WEATHERSTRIPPED HEAD EXTER.1"INSUL.GL EXTERIOR 1/4"GL. IM,1/4'T,L DOORS, OFFSET PIVOTS, KAWNEER THRESH -ALUM. BUYER _ GUARDS ON PUSH SIDE, LCN 4040 SURF. CLOSER,ADRMS RITE S b STUD MFR. HT.10'M//11% HT.4'MAX HT.``O'M % HT.4 MAX 1'HX4'W WAX MS 1850A DEADLOCK, CYL. GUARDS, KEY CYL. OUTSIDE. TO OET 1 <$ 2'X4Yl lam"%4' 14M"X4 lfi X4' 13/4'X4 iHUMBTURN INSIDE. FINISH: 7 MIL. CLASS I ANODIC M. BRONZE UNLESS NOTED OTHERWISE. KRNNEER 1 CENMR NU -CORE TRIFAB 4030 TF-400 TF-400 KEYED NOTES LOM 8' LOW PPG rM5 114 FLUSHLOK EMS 114 EMS 102 EMS 102 O 5C1 FJ b STORE OSILL 062 OR EXTHUC AL RMARLITE IGS 450 NRG FG 4SO FG-400 FG-400 1 5"HT7(5..ROOR(((E��ssppENO�[st1LL.BY G.L. 6 SILL FLASH.MRTCH COLOR FR"SI" BY WILGRE NAIL WITH 30 CTD. NAILS,2 ROWS AT 8"CC. 11. :*IOX3 CTSK.W000 SCREWS AT TOP ASSEMBLY AND AT 80TT.NAILER AT 12"CC. PILOT DRILL *43 MAX. PP M RR R- /4" PLATE LOF, OR G. l2 [ 0 1 PRNELS--RRE TO BE EQUAL WIDTHS. DETERMINE NO.OF PRNELS:USING 2'-6" MIN.TO 3'-6"MAX. WIDTHS PER WALL. PROVIDE "CRL" SAFETY GLAZE ON BACK SIDE OF MIRROR, AND "CRL-PPG" MIRROR EDGE SEALANT AT ALL EDGES. SET MIRRORS USING "CRL" MIRRO- MASTIC SCOOPS 18"CC. EW W/ELECT. APPLICATOR. 13 TOP ALUM TRIM-"CRL"-01638A. AND D1637. INSTALL WITH THRU-BOLTS AS DETAILED . 14 DIVIDER ALUM. TRIM-"CRL"-0-901A. ON ENS• PRovIDE *69-121 STEEL l5 BOTTOM CHRNNEL-"CRL"-0-638R. 7REINF.RTALL - - O HERD^5-12 - ` ACCESSORY PLACEMENT - LEGEND. OUTSIDE -OS �2 r SE SET a xEALANTiz^cc.00� "� Rio'-0" H. - - HANGER. BOTTOM, WOOD RETAINER-7/8"X3-7/d" UD FURRING '+- PUSH PULL RLUM. ENGRAV. DECALS 8 PROVIDE •69-121 STEEL 16 PLUS 1/2"X1/2'LIP, MILL KO TRIM et' ANCIHORS 18'CC-6"FROM OREIMF.FFEN HORIZ WILL QUALITY. GLUE AND NAIL LIP WITH 2D F M 3 FINISH NAILS 6"CC. FASTEN TO 2X4 :.1 RERO RO T [rCH R S D00 AR PLATE - • !S BETWEEN 8'1'812 B EN[S TYP. ll15E 4 POWDER - - " L O 12 GL. iSWING PUSH SIDE SHOWN OR[V,Ri STEEL,t/a"WS AT NAILER WITH 2 ROWS lOD FINISH NAILS LINE IS OS IS OS IS OS IS OS BELOW WOOD,1/4'TNPC(1N AT coNci O9 TYPICAL-1/4'T-�i 13 14 15 16"CC. PAINT BM -OW 30 OFF-WHITE. EXIT E 'IT OS FRICTION T IS O ZX SATED ADM gam, COLOR SEALANT. 0 b 30'CC. SWING. OUT NO ENTRY TREATED FIT [NslL.,s/s' N HO.'S-12 ENTRY ENTER OS EXT. PLYWOOD• 10 PLASTIC LAM.STOOL-REF. WALL ENDING _r• >F SWING IN NO EXIT is EGO RLU4 BRAKE METAL DET YNOTE 14.,. x'x ",.ENTR Y..� • �. ENTER OS ONMI17CJ1 COLOR b FINISH.16�t'Y?�`.:. .�"s;' ,..,Hs"• i,, .'" is,... 'k�C. F'{".•.x..?.=",__`z__�i4.ti..:,$.+_F:i"esE:?.:..a.a�`_ua„.�tns;. 9d ,, KEYED NOTES OROOF SCUTTLE - 2'-6' X 3'-0" TYPE "S" WITH "LADDER -UP" SAFETY POST 1 MODEL 2 BY BILCO COMPANY. SECURE SCUTTLE TO ROOF STRUC- 2 TURRL STEEL WITH THRU BOLTS _ ACCORDING TO MANUFRCTURER'S II DIRECTIONS. BEWELDEDNONIREMOVABLE. TO O O STANDARD 1" FIBER CANT, BUILT UP II ROOFING, AND COUNTER FLASHING. II - O 3-1/2" X 3-1/2' X 1/4' ANGLE WELDED FRAME. II O 2-1/2" X 3/8" FLAT STEEL BAR SIDE II 3 4 RAILS, AND 1" OIA. STEEL RUNGS PUNCHED INTO RAILS 12' CENTERS Ir II AND WELDED. 3'-0" O PROVIDE 2-1/2' X 3/8" FLAT STE 4 BRR BRACKETS AT MAX. 4'-0" CENTERS. WELD TO SIDE RAILS. 5 - SECTION HELD TOP TO STEEL ANGLE FRAME. 1+= SCALE: 1 t/2"=1'-0" O RT METAL STUD WALLS PROVIDE 1-t/2' ` I WITH WELDED . STEEL R3/8" THRUGBOLTS N TO Xs RECEIVE BRACKETS. CUT STUD _ELEVATION s FLANGES TO RECEIVE REINFORCING NOTES CHANNEL. AT MASONRY FASTEN RIGHT HAND OFFICE SHOWN. a BRACKETS WITH 3/8' X 2-3/4" CONFIRM WITH FLOOR PLAN. m Y.. HEDGE "RED HEAD" OR "MOLLY" - ANCHOR BOLTS. _ # / 7 PROVIDE 2-1/2" X 2-1/2' X 3/16 •"'� O WELDED CLIP ANGLES SECURED TO k * J I CONCRETE FLOOR WITH 1/2' X 2-3/4' 7 WEDGE "RED HERD" OR 'MOLLY' P'ANCHOR BOLTS. a 2 4 Z a w w I REFR.SPACE OFFICE w � 1 = KEYED NOTES. OWING WALL OSOFFIT 7'-6" RFF• 4 7/8" O 3 5/8"-25GA. METAL z STUD. 240CC..USG 3" 30 V' THERMAFIBER SOUND ATTENUATION BLANKETS. N S/8" GYP. WALLBOARD. OWALL COVERING AND RETURNS. REFER TO INTERIOR ELEVATIONS. 2 = OOUTSIDE FACE OF OFFICE. PLAN SCALE-3/4"=1'-0" �. Eal . • . SPLASH • ;r x'+ E • E E; F' ram- ' E • E E E E _ E E " • 3t u f STORM SFWERS ARE o r • r " r f a S �3 v�' w.,���E r Y i�. v\ � '" t ,st ,� �'^ �• 3s-�,,: 'S,' k' I s 1 '�- ��� h � n"*dl+'i 7` t' -.y '�' d•'. � r d4 a `�'�� "���.I�%'d€ w ,-�*'xP'i�:a: le?"�" a'ti x b ,�". _ z• N NOT AVAILABLE 3 u4 0 BENT REBAR O TOP OF PAVEMENT. N O 1B"X18" DOWELS 24" CONCRETE SPLASH 2 �_ cc. BLOCK. ... 24" CIA . CONCRETE 6 MIL POLYETHYLENE MINIMUM THICKNESS e?c < OFOUNDATION. USE "' ; . t^ ` `•`I` OVAPOR BARRIER $. MIN LO 2 1/2", ` "' SONOTUBE FORM. °•_ �;`_ 4" REINF.CONC.SLAB. ONLY QUALITY I I 1� ` .� 2 REF.STRUCT,DWGS,FOR CONTROLLED FACTORY 3/8" DIAMETER WELD ,g yn, TYPE CONIC. 9 REINF. CONCRETE SHALL BE o 3 O HOOPS. 18" DIAMETER ,-, _ 6 p ARD TOP, BOTTOM AND 1/2"X7" AS H.BO USED. 4 S DIMENSIONS MAY Q . CENTER. SECTION AT STOREFRONT OCONST.JOINT,PROVIDE , VARY FRACTIONALLY I I 5 S SOLI(J VIRGIN SOIL. AND NTRANC SLAB 1/2"X1/2"SEALED TOP PER MANUFACTURER'S _ _I OF POLYSULFIDE'. SCALE: 112" = 1'-0" CONC.FOUNDATION. TEMPLATE. �_ O R 1 . THIS DETAIL SHALL UCT.DWGS. KEYED NOTES .; 1 t/2'• 1 I/2" APPLY FOR ALL PROJECT ST ,. r '. EF R `4 F�, WITH FREEZING OR PLAN SCALE: 1/z" 1'-0" SWELLING SOILS,,,„„ l/4" TEMPERED MRSONITE. :..ix:.I• , .,.".:...... ., •-0" .* z• - aY' 4`,..� +. a•�-*s;;. SCALE: 1 = t ,,, �..-4:� - .. .. .. .• ��. <„ ,-, '�a `��:• O 6 VINYL TOP SET. COVE BASE, - a M 9 DARK BROWN. 1 N 1 OO KI6NWDR°ESE/4XE/4CCHRMFERRTPI DP DETAIL DOWNSPOUT ' DETAIL BUMPER DETAIL STOREFRONT Q1 O S/8" FIRECOOE GYPSUM WALLBOARD. o r OPLAN8RNOELEGENO, STUDS. REF. FLOOR % SPLASH BLOCK 8 GUARDS 9 &SLAB STABILIZING a J O2X6 WOOD RAILS- SELECT KILN DRIED A-11 A-1 i A-11 g Q a w ¢ DOUGLAS FIR OR SOUTHERN YELLOW m 0: PINE. PROVIDE 3/4"X3/4' CHAMFER m aimp w m AT TOP AND BOTTOM FACE. SECURE TO_.. - WALL WITH 2- CTSK. *IOX2 1/2" FLAT i HEAD PHILLIPS SHEET METAL SCREWS w AT EACH STUD. USE 1/16" PILOT HOLES. KEYED NOTES - KEYED NOTES KEYED NOTES PROVIDE 3/4"X1" TOP TRIM CAP. S" REINF.CDNC.SLAB - - 2 3 ALTERNATE RAILS: 4" WIDE LEXRN (DON APPROVED COMPACT 1 CONCRETE RAMP.REF. , : 1 TYPICAL BUILDING r- MOULDED REINFORCED PROFILE IN ----- GRANULAR BASE .MAX, ---.-� -. Q I NT .CONST .OUTLINE '" j`\ O DOWNSPOUT . WALL SECT. WALL SECT. WALL SECT, STANDARD BEIGE WITH MATCHING COLOR 3 SLOPE 1/4"fT. WITH 3 l� / q SPEC.I0-11.MAX. - �/ z McKINLEY IRON I AREAS RUBBISH MLOY. SCREWS RLL AS MANUFACTURED BY I BROOM FINISH EXCEPT SLOPE 1:12 (8%) O DOWNSPOUT BOOT I ROOM ROOM. "TRI-GUARD INC." WHEELING. IL. 1 ., AT ENTRY. REF,DET 2 2 O SLOPE 110A1, q;,, TYPE DI OTHER MANUFACTURERS MAY BE `� 2 3A-1,RN0 STRUCT.OWG SCALE: l/2"=1'-0" SUBMITTED TO WALGREENS FOR 2 EXTRUDED CONIC CURB _ O O BUILDING LINE --.( REVIEW SUBJECT i0 APPROVAL. O REF.SITE DRAWINGS.Vn.•. ^• ;x •••••••••• Oj 4X4X1/4 STEEL ANGLE CORNER GUARD. OISOLATION JT,USE S ♦--- I ---i - OAT RAMPS OPPOSITE "•` t^T ' I- SECURE TO WALL WITH 1/4X3 CTSK 112" ASPHALT F I OUT -SWING DOORS, 2 y •I- 4 S 6 WOOD SCREWS 12"CC EACH LEG 1 IMPREGNATED FIBER4 - " MIN. DISTANCE TO r+ " STAGGERED. DOUBLE 2X4 BACKUP. BOARD AND 1/2XI/2` / I WALL IS S'-0".MAX, PRINT MASON[TE WOOD RAILS. N000 - 2 POLYSULFIDE POUR.::.1 L-- - S'-0" SLOPE I:SO (2'L) , --� OBASE. RND STEEL ANGLE GUARD TO / 3 3 4 GARDE GREY JOINT, MIN. LEVEL PREFERRED. I 1 7 MATCH WALLS. Q Q Oq CONTROL JOINTS 12` _ O5 EXTEND RAMP WHEN ALTERNATE: GALV. 4" WIDE LEXRN CHAIR ARIL AS I I CC*MAX,EA,WAY. •� -- x -• PLAN -SCALE: 1/8" - 1'-0' DISTANCE TO WALL '-'-'- 3 PROTECTIVE 3/16" O BENT STEEL PLATE TYP. RUB RAIL TYP. CORNER SPECIFIED [N NOTE :ALL JOINTS ARE IS T00 SHORT TO 1 / O F '.{�. 'S1"V. ,' • TO BE NEATLY TOOLED. - ACHIEVE PROPER --4'1,:. ^' BOLTED TO WALL. �J KEYNOTE *6 ABOVE. �.\6p�9'.� 'I� �. ` qy c' `tt` (SURROUNDING SHEET SCALE:1 1/2"=1'-0" SCALE:I 1/2"=1'-0" MRX.RADIUS 1/2". SLOPE, C;caE:.:rTe•�" METAL DOWNSPOUT.) ELEVATION AT CONC.CURB ELEVATION Row 10 O O ' SCALE: 1/2" = 1'-0" DETAILS: CORNER GUARD, RUB RAILS, 12 AND PROTECTED WALLS DE T AIL EXTERIOR ENTRANCE DETAIL ENTRANC DETAIL DOWNSPOUT SLADC AND ,JOINT 1� RAMPS ( 15 PROTECTIVE BOOT A-1 1 TOP ATTACHMENT ASSEMBLY DETRIL MARKED N/A IS NOT APPLICABLE z " z _ Q N O 4 3R 1 5 N o I I O2 USE THIS DET.WHEN DIM. 2A USE THIS DET.WHEN DIM. C' IS MORE THAN - / " R C" 15 ll 1 2 0 LESS Il-1/2" GENERAL INFORIRTION BIDS SHALL BE BASED ON COATINGS MANUFACTURED BY BENJAMIN MOORE E CO. UNLESS NOTED OTHERWISE. FOR COLORS REFER TO INTERIOR ELEVATIONS AND FINISH SCHEDULES. GRILLES AND REGISTERS AT CEILINGS AND WALLS ARE TO BE PRINTED TO MATCH ADJACENT SURFACE. AT GYPSUM WALLBOARD PROVIDE ONE PRIME SEAL COAT AT ALL METAL CORNER BERDS AND CASINGS WITH MOORE'S SPS COATING PRIOR i0 ANY PRINTING. ALL PRINTING SHALL BE DONE IN STRICT ACCORDANCE WITH MANUFACTURERS DIRECTIONS. OTHER ACCEPTABLE PAINT MANUFACTURERS: PRATT A LAMBERT, INC., PITTSBURGH PAINT, SHERWIN WILLIAMS, AND AMERITONE. COLOR CHIPS OF SUBSTITUTE PAINTS MUST BE SUBMITTED TO WALGREENS FOR REVIEW PRIOR TO STARTING PAINTING. WORK NOT INCLUDED IT WILL NOT BE NECESSARY TO PROVIDE PRIME COATS ON FACTORY OR SHOP PRIMED ITEMS. EXCEPTION: AT SCRATCHED SURFACES PROVIDE SANDING AND TOUCH-UP PRIOR TO FINISH COATING. EXPOSED CEILINGS, STOCKROOM WOOD SHELVING, LEDGES, METAL SUCH AS ALUMINUM, COPPER, BRONZE, BRASS, STAINLESS STEEL, AND NICKEL ARE NOT iO BE PRINTED. ACOUSTICAL TILE, AND FACTORY FINISHED ITEMS ARE NOT -T0 BE PAINTED UNLESS SPECIFIED OTHERWISE. UNEXPOSED SURFACES BEHIND WALL FIXTURES IN SALES AREA ARE NOT i0 BE PAINTED. SCHEDULE OF INTERIOR FINISHES SPACE,ITEM,OR SUBSTRATE TYPE FINISH AND COATING SALES AREA AND PHARMACY- EGGSHELL FINISH/LATEX. GYPSUM WALLBOARD PRIME CT:LATEX QUICK DRY PRIME SEAL F, FINISH: 2 CTS, REGAL .`- AQUAVELVET STOCKROOM, VALUABLES SATIN FINISH VINYL ROOM AND RUBBISH ROOM ACRYLIC LATEX, ONE CONCRETE BLOCK AND COAT MOORCRAFT SRTIN-FIL GYPSUM WALLBOARD ALL WOOD DOORS AND SATIN FINISH/RLKYO Z MISC. WOOD TRIM- PRIME CT: MOORE'S ALKYO ` ENAMEL UNDERBODY FINISH:2 CTS SRTIN-ALKYD "IMPERVO ENAMEL �1000 -PRINT FIRE FLAT FINISH/LATEX RETARDANT PRIME CT: MOORE'S ALKYD 14ERE REQ'O ENAMEL BY CODE) UNDERBODY FINISH: 2 CTS RETAR00 0220 LATEX FIRE RETARDANT PAINT FERROUS METAL- SATIN FINISH/LATEX PRIME CT: ON UNPRIMED METAL PROVIDE I CT.1RONCLAO RUST INHIBITIVE PAINT FINISH: 2 COAT SATIN IMPERVO ENAMEL INTERIOR PAINTING ® •LINE SPECS. ABBREVIATIONS B-BROOKLINE GJ-GLYNN JOHNSON N-NORTON MFR: O-DORBIN L-IVES S-SCHAGE OE-DETEX P-PEMKO ST-STANLEY SI-SIMPLEX BS BACK SET PC PRIME COAT HFL HOLDER W/FUS•LINK ULB UNDERWRITERS B-LABEL, W LOW L SS THAN DR WIDTH E VRA V RT. R ASSEM• E OD MD METAL DOOR U926D BRASS SATIN CHROM PL. MF METAL FRAME U928 ALUM. SATIN ANOD• NRP NON REMOV.PIN U932D STAINLESS STL• SATIN TYPE ITEM MFR.DESCRIPTION FIN. MFR. q- 1 1/2 PR BUTTS F179-4 1/2 X 4 1/2 PC S7 B- 1 1/2 PP BUTTS FBB-179-4 1/2 X 4 1/2 PC Si C- 1 1/2 PR BUTTS FBB-179-4 1/2 X 4 1/2 NAP PC ST D- 3 PP BUTTS FOB-179-4 1/2 X 4 I/2 PC. ST E- 3 PR BUTTS FBB-179-4 1/2 X 4 1/2 NPP PC ST F- 1 PULL 750A 26D B G- 2 PULLS 750A 26D 8 H- I PULL 750RT 28 B I- 2 PULLS 75DAT 28 B J- I PRIVACY LOCK A40 S PLY-10-02S 260 S K- 1 PUSH PLATE 1/4 CIRCLE-18" DIA. : 28 B L- 1 PUSH PLATE 54-(4 X.18-1 32D B M- 1 PULL 54C (4 X 16) 32D B_ N- 1 KICK PLATE 10" X2" LOW 32D B 0- 1 PROTECT. PL. 60' X 2' LOW 20GA 32D 8 P- 2 PROTECT PL. 60" X 2" LOW 200A 32D 8 0- 1 CLOSER 7703 - ALUM N R- 2 CLOSERS 7703 ALUM N S- 1 CLOSER 6170 ALUM N T- 2 CLOSERS 6170 ALUM N U- 1 CLOSER 1603 ALUM N V- I CLOSER 1602 ALUM N W- I CLOSER 7704 HFL ALUM N X- 1 WALL BUMP. 407 1/2 B 26D I Y- 1 FL. BUMP. 4368 26D I Z- 2 FLUSH BOLTS 458E 26D I RA- 1 ALARM LOCK 230K - DE 88- 1 VAR 143 TYPE B - - __-DE CC- 1 THRE9HOLD 78A 4" X O.W. ALUM D DD - 1 SWEEP 83RL XD W VINYL ALUM D EE- 2 SWEEPS 83AL XD•W. VINYL ALUM D FF- WERTHERSTRIP 399A VINYL ALUM D GO- KEYLESS -COMB -LACK OL W/ ADAPTER KIT 26D 51 HH- I LOCKSET A53 PD PLY 2 3/4BS 26D S II- 2 RIM CYL. 20-022 26D 9 JJ- 1 DEAD LATCH 8 250 P-23/8"BS 26D 9 KK- SILENCERS GJ 64 RUBBER - GJ.- LL 2 FLOOR BUMP 436E 26D I MM 1 CLOSER 7704 ALUM S NN I MEN 1 WOMEN 34428-NAME PLATE - B 00 NOSING 327 R ALUM P PP I ONE WAY VIEWER NO.698-190" 8-260 I HARDWARE SPECS. 1� DOORS V, FOR PRICING ONLY -- NOT FOR CONSTRUCTION II Lo Do O Z dI O U Z GO Cc W 01 O _J LLJ LLJ Q 0 L) U��)•a l _a ear O v/ Q LIj L1J z Q c) Y v- Q REVISIONS: NO DATE TITLE t, rsFG- THIS DRAWING IS THE PROPERTY OF THE KIRKLAND GROUP. ARCHITECTS & INTER- IOR DESIGNERS AND IS NOT TO BE RF PRODUCED OR COPIED IN WHOLE OR IN PART :T IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED _,PON REQUEST. DATE: DATE PRINTED. DATE RELEASED FOR CONSTRUCTION SHEET TITLE r •mm 1^IAL.��EEf�I x DE AID to SHEET NO. Ell OF t r..: rc� �P °.g I r J° a. r� a f' [ r r E ;s3 g a^� 1 EiV441 r7m77 `� -�'v.i5Y � I'"' ��fr a+ 5�� ,� ONS: ALL ARE TAKEN FROM OUTSIDE FACE ORAND FROM CENTER OF INTERMEDIATE MEMBERSIDERS.SIZES SHOWN ARENOMINAL, ACTUAL DIMENSIONSRY FRACTIONALLY. 0-. 6 o. z SE GOODS PLATFORM 4 .. 10 is is OWS 2S1 - WALL SHELVING I �• 18x 01 SF v O 4: €5 0000 00 F S 2 q 03 1-.. B OCT 107 - CHECKER'S TABLE O PBS 262 - PAPER BAG STORAGE TYPE WOOD SPECIFICATIONS (FOR STEEL, SEE SPECIFICATIONS) CONSTRUCTION: UNITS MAY BE FACTORY BUILT OR BUILT ON JOB. REF. / - +`' OTHERAMANUFACTURERSAOFYEDUALNANOTCOMPARABLE DESIGNNINLWOODIL. <;,„,. MATERIAL JOISTS. HORIZ. at SEL. STRUCTURAL OR STEEL MAY BE SUBMITTED TO WALGREENS FOR REVIEW SUBJECT FRAMING, PLANK DOUGLAS FIR OR TO APPROVAL. SHELV., CLEATS. SOUTHERN YELLOW FASTENINGS AND CONNECTIONS: ALL NAILS AND SPIKES ARE TO BE PINE. Ll D,OR INC N SHANK, EXCEPT FINISH NAILS. AT 2X4 FRAMING USE MINIMUM OF 2- 16D., PIKES AT EACH CONNECTION AND SUPPORT, UPRIGHTS SAME AS E AND WHEN LARGER T .:USE 3- 160 CTD.. SPIKES. SPOT GLUE EXCEPEXCEPT .f ENDS OF ALL CLEAT CONTACT CEMENT PRIOR TO NAILING. TDE ' AT 2X CLEATS PROVId v 00 COATED SPIKES AT EACH ENO. AT IX CLEATS PROVIDE 3 -i0. NAILS AT EACH ENO. AT BOARD AND PLYWOOD SHELVING DE 3- 60 CIO. NAILS AT EACH SUPPORT. A WORK TOPS PROVIDE 70 CTD- '. FLAT FACES , PLY - `;IR NAILS AT _ AND 262 PROVIDE 20 GA. GA�ty TOPS. SIDES. EXTER "U CLIPS `C,_ BOTTOMS. I EXPOSED FA 515 z v 2 EXPOSED fA S2S TRSFAST, stl .T c 'T OF 4 x SHELV. BOARDS, A 1 CLEAR KICK BOARDS. PINE,' FACE BOARDS P I NE! i ;r' .v s : -� �IPRONS . roe -`--�:� �#�.-:'..., '�✓: s+ .,u� � ,. `C�''L�, A'i�aa�w i'.�'.s�°a*m :'�'3i.s mn..".'.4'� ;.�' .� n �_" �� DETAILS STOCKROOM SHELVING, CABINETS, AND i 3'-B" 5"C/R 10'-9" ,PASSAGE �' KEYED NOTES & ACCESSORY DATA z u, SPECIAL NOTES: A)TOILET ROOMREOUIREMENiS.COMPLY WITH -. -i+NSI At 17. I-),UNLESa -RE #5,i.,�§7_0TH€RW I St, 1312 LS BIACCESSORY NUMBERS SHOWN ARE OF BOBRIC O 0 16 WASHROOM EQUIPMENT INC.UNLESS NOTED 1 OTHERWISE. ro o O ( �O FD = C)ALTERNATES: REF.WALGREEN'S SPECS. ❑ / 5 `-0 OILIQUOR STORE TOILET ROOM. ACCESSORIES M N : ARE SIMILAR TO MEN'S TOILET ROOM. 0 10 (y )\ .0O FIBERGLASS POLYESTER PANELS 3/32" TH. FOLLOW INTERIOR CONST. OUTLINE SPECS. 4 O CERAMIC TILE COVE BASE WITH SO.'TOP. 6 2 FOLLOW INTERIOR CONST. OUTLINE SPECS. TOILET STALL 3'6"XS'6"MIN.UNLE55 NOTED HWH N.. 33 OTHERWISE FOR SPECIFIC PROJECT. URINAL' SCREEN t8"X42`REF.CONST.DUTLINE SPECS. 01 Fp �p _ 4 GRAB BARS: ONE B 62OX3C AND B 820X42 - O IN EACH TOILET ROOM. MOUNT 3' 0" AFG�dj. . 55 O TOILET TISSUE DISPENSER: FT. HOWARO n _ \� a571-20 DOUBLE. MOUNT, TOP AT 2 4"AFF. !. 9 8 Y FEMININE NAPK;N DISPOSAL: 8-270. r MOUN- TOP AT 2.'-10"' AF= MIRRORS: B-196-1830 WITH SHELF. MOUNT O it DFI MEN 3 3" ) '6'.� I (7 WITH BOTTOM AT 3'-4' AFF. fv LIQUID SOAP. O[SPENSER: a-8S. MOUNT 17 FD �8 BOTTOM AT 3' 4" AFF. u' ❑ 0 0 PAPER TOWEL DISPENSER: 8 262. NT 11'2"' O-\ - /.BOTTOM AT 3' 4" AFF. '1 12 Q O I0� WASTE RECEPTICLE: 8-Z79' MO U:- 0 O / X WALL WITH BOTTOM AT 6- RFF'. ,,. ODRINKING FOUN7.4 WHEEL CHAT, - CLEARANCE 27'AT BOOTTR..-36"T - O NAME PLATE ON DO: REF.. 2'1" 12 SCHEDULE ON DRAWING A4,1$ \ METAL THRESHOLD: REF. OE, O SO \ t3 8A-3/9I.1 l4 BINDING STRIP: B - CONTRACTOR- '5'-0" DIAMETER W ALLOWANCE. 16 LEDGE ABOVE: REF, OET. 68- 17 BEARING PARTITION AT STORAGE LE REF.LEGENG DRAWING A1.1 PLAN -PASSAGE al & TOILET ROOMS' SCALE: 1/4" = 1 '-0" U 0 Q Lm 99 lt) 10 0 0 � a 111111111�� � F , ,, e. .e� . e :erg •. � . e s 11'* - a: TYPICAL OF PROJ 90, TYPICAL DETAIL AT ROOF OF PROJECTS W/ JOIST ' PARALLEL TO WALL " - O 2X2X1/B ANGLE. SECURE WITH a8XI" w WOOD SCREWS 24"CC EACH LEG STAG, N > to 0 N DIMENSION SHOWN 2 10" MAY VARY 0 w m 1a. FROM 2 6" TO 3 0 MAX TO 7 d ¢ ¢ CLEAR JOIST WEBS b4m, a v"r E 3 i s s IF TYPICAL STOCKROOM SUSPENDED 5 SHELF m s. A-12 _ T; NOTE: 3 LOCATE. POSTS TO 3 T L ` MOOULE OF C SHELVING. - Ir CONVEYOR NOT TO E%C 9 4Te ., O2XB CONT. WOOD LEDG RI METRL STUD WALLS �.JV X7 . a1 -./4X3 TOGGLE BILLER. rrEACH ROW STAG. WITH 2 G Vl' �a".:. NRY USE 2 ROWS BOTH.SI'i 3/BX2 3/4W£DGE "RED BOLTS OR X4 WOOD SUPPORT STRUTS x lrfk l 2 4'-0"CC FLAT AT WALL SE`i.,`'- t "A to BOTTOM ON METAL DAMP TECO HA'. SHIELD OF .032 ALUM 2X2X4 BENT ANGLES, SECURE STRUTS 3/4PL TO WALL AT TOP, BOTTOM AND CENTER. (3:)4X4 WOOD POSTS 10'CC MAX `, ° POSTS LEFT OR RT. ARE SIM. 2X2X1/8 `ILLEVELRNO", H ,,ANO "SIMPSON". r4_,TECO , 8 BASE nIECO CAP O WI!H eCTSK.2. . ,8 DOOR OUTLINE SPECIFICATIONS N/A I3 NOT APPLICABLE. 2. STEEL ERR& CONFORM TO ST -$TE6 C3. INT. F 16 GA.. AND EXT. FRAMES ARE 1 At ,STEEL. INT.DOORS ARE ISGA.. T. -y APE 14GR-RSTM 366 STEEL. PROV a , 7GR- STEEL REINF. FOR HRRDV PROVIDE SECURITY HARDWARE AS. - 3. SHALL BE 30L-CORE Piit R U D ACCORDING TO NRTIONNRL WORKERS MFRS. ASSOCIATION T fiS30C7 IONS RNDRRDS- 3 k �- H - �.: „a SHALL 8E EITHER RODD73 DIV. OF YEYER ' ��� �s ¢ � - OR 4ELD400D DIV. OF U- 3- PLY400D. SU133T I TUT I ONS F.. r :>. ARE SUBJECT TO W HLOAEENS AP'PROVgL f* , V Rg q� VISION PANE DOOR D : DO TYPES D. G. H. I ar k - � 7iiiVE i�X-i�METii[-LZILVERS WITH FACTORY ,. .� I f x as r P a=. RIME COAT. LOUVERS IN UL LABEL DOORS SHALL �^ oe R Y BE , FUSIBLE LINK- DOOR TYP HA HAVE 8 X 12 X 1/4' FLOAT GL- VISION PANELS.1 DOORS SMALL HAVE 8 X 1 X /4W 2 ' 1 CL IRE OL DOOR D AND H SHALL HAVE CLEAR 1/4' LAMINATED ` SECURITY GLASS. w r R011 DOORS: APPROVED MFRS-ARE ATLAS. w rb " C� N. EtT Yam' �I ITH RMERICRN. AND OVERH EAD �µ f: v R D00 CO. INTERLOCKING TERLOCKING SLATS h HOOD TO f BE 180R r .I GRLV-STEEL- DOOR TO 8E CRP F WITH- STANDING _ t .d ABLE 0 30 PSF VINO PRESSURE- PROVIDE CHR OPERATION. WIND LOCK SEALS. AND SLIDE BOLT PADLOCK DEVICE. 6. : APPROVED MFRS. RR LR3. OK ON. KINNEAR, NORTH AMERICAN.`, OVERHEAD DOOR CO. AND CORNELL. GRILLE I SHALL BE MOTOR OPERATED. OR MANUAL AS SHOWN ON DWOS. GRILLE TO BE ANODIZED ALUM. ' WITH MIN-3 X 4 BOTT. EXTRUDED. RLUM.DARK BRONZE RAIL- PROVIDE ONE EMERGENCY OPENING DEVICE } I R INSIDE ELECTRIC MOTOR OPERATED GRILLES. ., 7. STORE FRONT DOOR TYPE I : - SEE DWGS. FOR DIET.t, „s,,'`" v_ 8.VB'"aB�ROOM DOOR TYP K: CONSTRUCT WITH 2 X 4 I GRADE CONSTRUCTION LUMBER AND NO.10 GA. BLACK EXPANDED METAd . xy DOOR TYPES O © © • o O . O O O 27 FPAME-TYP HD. . i � kT ^1}, n T �YG *A�s • O vmt:- =Yi Q i O A ■� a i 8R-2 DOOR TYPE, LOCATION h HARDWARE SCHEDULE r1FABREVIATIONS ITEMS SHOWN N/A RRE NOT APPLICABLE REF: HARDWARE DESCRIPTIONS 1N SPECS. SA-5 TKAKOMCD� 5 KEYED KEYED MASTER ALIKE DIFFERENT KEYED DOOR TYPE h LOCATION HARDWARE R SALES TO PR99AW •i R.F.KK.O.O.Y " B STOCK TO PASSAGE • 1 8. F. KK. 0. Y. 06 B SALES TO STOCK ROOM B. F. KK. 0. Y. 00. MM - 8 LIO,STK TO PASSAGE •2 B.F.KK.O.Y.GG.MM B LIG.3TK. TO GEN.STK. 8,F,KK.0,Y,GG,MM C TO STOCK ROOM D.O.P,R,LGG,LL D TO PHARMACY A. KK. U. Y. HH, 00 a E TO ELECT. OR JPN. CL03- B. KK. O. Y. HH F TO RUBBISH RM. S. KK. W. HH I' 0 TO TOILET ROOMS A. KK.L,M,N, U, X/Y • H TO OFFICE A.KK.N.U.Y.HH I TO EXTERIOR C. KK. H. S. AR. CC. DO. FF. II, PP - J TO EXTERIOR C.I,T,AA,S8.CC,EE.FF,II,PP " K VALUABLES ROOM R. H, K. V. JJ L STOREFRONT ENT. REF( DETAILS h SPECS M LOADING PADLOCK BY WRLOREENS N STOREFRONT GRILLE REF( DETAILS h SPECS. •t:. Y RMS,W/O TOILET STALLS J,KK,N.U.X/Y . KEYINI DOORS W/LOCK3 KD.. FRONT h REAR ENTAffJORM 3 KEYS EA. LOCK. DOORS NOT TO BE MKO. 89-2 DOOR SCHEDULE w ITEMS SHOWN N/A ARE DOOR TYPE SYMBOL q B C TC. - NOT APPLICABLE. SHOWN ON PLAN. f ' s4f ouubwa : DOOR TYPE h DRTR W SIZE OPNO. DOOR DATA h� A X 6 1 1,WD.SOLID CORE PAINT CRADE. '`:xr vim. $ , 9 4 B 2. FLUSH METAL PANEL B 3 X 6 1 3. I 1/2 HR. UL LABEL DR ► FR 0 8 4. 2X4 VD.FA. -i OOR. EXP. MET {t'l C 6 X 6 1 S. METAL FRAME '➢T. S. WOOD FRAME a s D 28 X 68 1. `.7.ROLL UP STEEL DOOR - .�xGRILLE T+-§ -' - $' ,�, 26 X 68 1. 5. 9'. AIL THIS SHEET +., , ` 4 B .. TAIL ON PLAN F 3 X 6 2,3.5.9 I1.oriE'MAr VIEWER S'- G 3°X 6B 1.5.9 IHI 28 X 68 1. 5. 9 11 34X 702.5.9,11 } JI 60 X 702.5.9.11 DOOR SIZES TYPES A. THRU L K 2 B X 6 B 4.6.9 REMRLGEN'3 STANDARD SI ,.. - DOOR TYPES R THRU J y L 3° X 7° 10. 1 3/4' THICK. OTHER 31 FOR SAME DOOR TYPES 0 SHOWN WITH SURF I X. 6 X %° 7. I. E.. Al. °l. $ 3a ✓a3 (- x F S� .DOOR AND HARDWARE _ \✓�1 I�UVLC , 2 A-13 ROOM FINISH SCHEDULE ROOMS MARKED N/A APE NOT APPLICA M EIL MATERIALS AND F 10'0' F3,81,WI,CI,PI,P6'i: 19; SALES 12'0" F1.81,1011,WS,CI.P1,P: Y 9'0' FS,81,W1,C1.P2.PS,P( )GE •l EXPOS F2.B1.W1,C3,P2.P4'.' IS T. 8'0- F4,82.017,C2,P2,PS,'. T. 8'O' .M1.WS.G.. - BI.WI,NS,C3,P2:P4 82..W.1. C2, P2. Pfi 1„ m.WS,C3,P2,P4 83,W1.WS.G3,P2,P4 0I,W1.WS.W6.C2.P2 e+411F ....... i 1. ROOM FINISH SCHEDULE A-13) . ., " rx . PIN " tYy A IILS MARKED N/A �r ,� NOT APPLICABLE.:_ ,. TYP. HERD TYP. HERD TYP.HE" D TYP. HEAD ODULAR MASONRY TILT -UP CONC. MET. STUD CONST, WOOD STUD CONST. KEYED DOOR NOTES AND DETAILS DIM. A-4 3/4• AT 6' 9 Y MR30NR OR CONC. H-5 3/4' AT 3 S/B' ST UD WALL A-5 3/4' AT 8' MASONRY OR:,THI RIB 3/4• AT 6' ST EXT. e^ DOOit B-2' o-_- I� B /4' F� x_ �, �.,F 1 •3 3 1/2' p" L / r 9 C-1 IS 16 0�3'-0 / D-1 9 6'� il� - 1 � STEEL RRI OAT E TEAL X TOILET RM. D O € " r Y, TYP. JAMB 2 DET:- TILT -UP CONC, TYP. SILL DETS, O WALL h LINTEL O3 ELASTIC SEALANT. AND JAMBS COLOR TO MATCH FAAfE, 2 4 FILL HERD R 4 . NO JAMB WITH MOTOR O D CONT. I-1 STIFFNER 30' BEYOND JAMS. © 26 GA. SS-304-2D-RAIN GUARD-EXT- WALLS. 7 WALL MAT' S SHOWN _ INT. ELEV. SECTION O L [ 3H0 IN SCHED. OR ELEv O SET ANCHORS, PER MFRS. DIRECTIONS. 70 O THRESH. SET IN SEALANT. PEMKO 196 B 14 1 1/8'X 1/4* BY CER. TILE CONTRACTOR. (2) 2'X 1/4" BENT STEEL KEEPERS. 13 0 (1)2'X 1/4' BENT STEEL DROP BAR. O2'X 6'X 1/4' STEEL REINF.PLATE. DRILL 1 h TAP FOR 2- 1/2" MACH. BpLTS. 1/4" TH-STEEL REIN". B' LONG. VELD 14 TO FRAME IN LINE WITH DROP BAR. STEEL C JAMBS C 6X 13 h 1/4' CHECKER 13 ©FL -SILL- GENL.CONTR. SET PER SHOP DWG. JAMB GUIDES. SILL h WEATHERSTRIP • / BY DOOR CONTRACTOR. . is • .. " ' ' . . ./ STEEL ROLLING D`` MFR- DOOR TYPES I-JL REF: SPECS THI x © DOOR DETAILS TITION S T'.. TiONAL G 'CO- BULLETIN MO. CO. HR '131TEST EDITION. 'G' TYPE.'.>�.` ` ' :ABBREVIATI ":. A w RF -TO ROOF AIR F IREC°OE OMB.):. CIF -TO CEIL.f [RECOOE IDES. rWWALLBOARD MR RESIST _MOISTURE LOCATION LEGEND TYPE STUDS AND 0 ,TENENTS WALL TO R00F AIR - ,SEPARATION TIGHT BY LL CONTA. , LWALL TYPE NOTED ON DWG. M L 70R fy 6' MET.25 GA. 2 CC. 1 2 e BETWEEN OEN'L 7.0 9ALES ANO 6' MET _25 GA. STUDS LIQUOR 9A LES 24" CC.-1/2 OWB s � AT ALL ROOMS UNLESS NOTED SIC 3 S/B' MET 25 T OA S UOS OTHERWISE ' 21CC.-1/2 OMB `T RUBBI9M S"CF 8 s/B' rET.25 G.;:`. A,` 5 I ECOD p OVB. r w b"C/R 8 5/8'MET. 20 OR. STUDS { 4 1 sx ga MET. 25 0A. STUDS 1! i P_ ; -5 /8' F I DECODE C 8 S/8' T. STUDS y, f� kT 16'CC. �•MR, pyg, ` REINF. FOR FIXTURES. 0 I TURE9. WHERE SHOWN R D COW -BLOCK AS ON PLAN (TF NOTED ON PLAN IN PROJECT) zu" AEF-OUTLINE SPEC. WHERE SHOWN Rj�1 CW 2 X 4 FIRE RETARD. ON PLAN (IF �--�}-�1�-�{--{ STRUCTURAL GRADE IN PROJECT) 1---h7T--4�--T WOOD STUDS 16' CC. AT ALL PLUMB'O S"M��IN."" 8 5/0' MET.16 GA. STUDS WALLS. �T-� ' I) ----BUILDINGS 24'CC.-S/S'MR.OVB. EXISTING h REMODELINGS EXIST. CONST. NEW GWB MALL n yH TO REMAIN REPEAT n c 4 THICK AS ABOVE EXIST. CONST. MALL LOW TO BE REMOVED _ _ _ ? PARTITION�iEF _ _ I^E CEILING h SOFFIT GYPSUM WALLBOARD 1/2" GWB THRU-OUT EXCEPT USE S/e' FIRECOOE RUBBISH ROOM • FIRE CORRIDORS N/CEILINGS. DRAWING LEGEND DASH LINE -ITEM ABOVE. HIDDEN. _ _ _ _ _ CENTER LINE DR TO BE REMOV. tERSE OR LONG DASH LAW PROPERTYNLINE - - - - CORNICE ABOVE t sg 'o-�x.. ."ct,'•`,>.a=biiA `Ta ` <� 4'«.,."= ,< }V` J T. f. 1G-31 INTERIOR MATERIAr* ITEMS MARKED N/A ARE: REF. - CONST. OUTLINE' FLOORS Fl IVINYL COMPO. TILE- REF. OUT.OUT.W SPEC. iG F2 EXPOSED CONC.FL. 2 SEAL COM HARONER A F3 CRRBOR -RASIVE SURFACE F4 CER.TI t ALUM. SADDLE AT DOOR FS RAISED WD. FL. JkWCAPPET BY WRLGREENS- F6 RAISED WOOD FLOOR BY WALGREENS. , iz BASE 81 6' HIGH VINYL COVE BASE AT 6 W 6 Nf%LLS. 82 6' HIGH CERAMIC T - F I ICE RE .OUTLINE SPEC l 83 NONE. 0 E WALLS WI GYPSUM WALLBOARD L D V 2 B CONCRETE BLOCK K W3 BRICK W4 TILT UP CONCRETE �_ws EXTERIOR WRLLSOR OEM1 SING WALLS. us 1IT - i Y / MRSONITE WAINSCOT T I SCO 0 HIGH. 4 4 W7 _ CERAMIC T - I ICE REF OUTLINE SPEC iG It WB jFIBEPGLASS POLYESTER PANELS. CEILING C1 ACOUSTICAL TILE- REF. OUTLINE SPEC. IG_-11 C2 GYPSUM WALLBOARD C3 C4 EXPOSED STRUCTURE AS DETAILED -- PAINTING AU. - INTERIOR CORST. OUTLINE SPECS IC-11 / .. SURFACES AND COLORS P1 DECOR SHOWN ON INT. ELEV3 AND KEYED NOTES P2 DOORS h FRAMES - BM ET 49 BROWN P3 SALES AREA COLUMNS-BM-OW-10 OFF WHITE P4 WALLS-BRCK-TIP AREAS - 8M-CB 27 BEIGE PS WALLS IN PHARMACY - SM-OW-10 OFF WHITE P6 CEILINGS AND SOFFITS- BM-OW-30 OFF WHITE _ ITEMS MARKED N/A ARE NOT APPLICABLE. r N/A �DESCRIPTION I OET. ________r FOR HEIGHT OF BUILDING REFER TO I ll NOTES IN MARGIN OF SHEET. 2 FOR CONSTRUCTION MATERIALS REFER TO WALL SECTION AND DETAILS. C> 3 WALL REVEAL 2" DEEP t I �DCANOPY A. COLUMNS. FOR Dif'� nIous, AND CONSTRUCTION,SEE ARCHITECTURA ".' c AND 'STRUCTURAL DETAILS. (S� SIGN BAND 2'-0" HIGH 1"X4" REVEAiy, I r� � g WAi_GREEN SCRIPT SIGN. REF �-� DETAILS BELOW. r \ _ s CABINET SIGN. REP. _ 7 E DET. BELOW bTUREFAUNT & FLOAT wi-ASS. - tBl IeL a/ �(9 .A4 1 STOREFRONT ENTRANCE b CLASS 8C- 4/ : A4. { 0) RAMP FOR HANDICAPPED 3 CARTS. 3A A4.2 ( IL CUNLNETE LUNG. PAINT !d [ WITH `% PARK NG T - I LD STRIPE COLOR AND NG LUNTMASi "4" H ' PARK ( HIGH LETtLR1NW = T " "NU NG" AT [ EACH 25 -Q I APART i v. +4 PARAPET COPING. REFER to MALL. - j SECTIONS 4 DETAILS. '4 I i13 PARAPET WALL FLASHING, PROVIDE L _ _ t� I rui.l SURFACE CuMPuSITiuN FLASHING FROM ROOF UP TO AND UNDER WALL COPING WATERTIGHT ci3 ALUMINUM GUTTERS AND DOWNSPOUTS. FOR SIZE,GAUGE.DElAILS INCLUDING EXPANSION JOINTS AND COLOR SEE WALL DETAILS AND SPECIFICATIONS. I Itlf> DOWNSPOUT BOOTS-MCKINLET CASTQQ,�r ALUMINUM. i (DROOF SCUTTLE }> z ROOF TOP HVAC UNITS.%fRESH AIR ` INTAKES, EXHAUSTS, VENTS, FLUES. I AND MiSCELANEOUS ROOF OFENiNGS AND PENETRATIONS. FOR LOCATIONS AND DETAILS SEE ROOF PLAN, MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS. ROOFING 8 INSULATION. I `VEHICULAR PIPE BUMPER GUARDS. A4. 20 PUSH BUTTON -STOCKROOM BELL 21 UNLESSCONNECTND�EUSO�HERWUT �SETORM SEWER. .� INTERIOR MATERIAL c (22 CONCRETE SPLASH BLOCK AT EACH �2G-3/ AND FINISH SCHEDULE DOWNSPOUTUNLESSNOTED OTHERWISE. A4. I 23 SLOPE ASPHALT PAVEME14T TO TOP OF CONCRETE SERVICE AND I RECEIVING PLATFORMS. 24 WALL CONTROL JOINTS. REFER TO WALL SECTIONS AND DETAILS. 25 ELECTRIC OVERHEAD DOOR LIGHT. REFER TO ELECTRICAL DRAWING. MINIMIJM.DIMENSION-TO BOTTOM OF ,{a DESCRIPTION DET r ORAMP FOR HANDICAPPED AND CARTS- CONCRETE CURB LINE. z � � lg Y CANOPY LINE ABOVE O (COLS. -REF ARCHITECT'S DNGS) `„t.,Y � :.a, -r•,a"�b,'- i �F 4 SERVICE RECEIVING PLATFORM.xr * �": �a } . S TYPICAL PIPE BUMPER GUARDS. O ,,,:rE'. +f ..k.. ._. 6 DOWNSPOUT. )REF RRCHT'3 DVOS) 7EXTE RIOR CONC. SLAB JOINTS. 3A 3f COSMETIC WALL AND SOFFIT A4.1 N d ad 4 R r GENE RL SALES 4 AND WALL D SOFFIT. 1 1 D R WALK-IN COOLER WALL . 9A-S/ O q4.1 Jk y a t 1 1 WALL MIRRORS 7' -6' A. F. F. 88-24/ w � r 4 > A4.1 a" 1 PHgRMRCY R F L00 AND WALL T DE RIL9 1G 14 a, A3 #� .l �k E ~ 13 OFRONT WALL. 90 Fir REC SSfiDU6MrG, A4.1 e .� O4 1 GENERAL NE L SALES h LIQUOR SALES GLASS WALL. 9A-4/ A4.1 I STORAGE LEDGE N i3OT 1Ot 0 f ` SIDES F ASS CGH 1 6B ♦/ r P A4.2 16 STOCKROOM SUSPENDED SHELF 7'-0' REF. 68-2A/ � 1� A4.2 STOCKROOM SUSPENDED SHELF 10'-0" AFF. ,68-2A/ A4.2 18 RUB RAILS FULL LENGTH OF PASSAGE AND O 68-1/ CHAIR RAIL IN EMPLOYEE ROOM. C COPYRIGHT, A4.1 IGH , THE KIRKLAND GROUP. INC_.. 19 I9 CORNER GUARD. 0 FOLDING GATE BY WALGREEN. FOLDING GATE A4.1 BA-9 POCKET IN GENERAL CON IR. A4.1 ENT. SLAB -REF. OUTLINE SPEC IG-11 3R-2/ A4.2 MRSONITEI/40THK. 4'-0' HT. V/V000 CRP. 68-1/!< AT ffR MHT6M1 OF RL19413H fA00M, A4.1 WING WALL AT OFFICE. ' A4.1 .Fs ® SPRINKLER RISER. ELECTRIC LIGHTING PANEL.. ELECTRIC SERVICE PANEL. LADDER AND ROOF SCUTTLE. 7A-10/ O DO 2B PHARMACY SINK AND CAB. FURN. BY A4.1 O VALGREEN9. INST. BY PLUMB. CONTR. -. „- DRINKING FOUNTAIN FURN. BY WRLGREENS. INST. BY PLUMB. CONTR. PLASTIC LAM.000NTER. VILSON-ART /334 Z, 3O iVF MELLOWED CHERRY. COVE. 4' SPLASH - SELF EDGE. 3/4" EXTR. PLYWOOD. TNT.S. CHAIRS. AND LOCKERS cf.) 31 BTVCAB. rr GRAVITY CONVEYOR 10' SECTIONS FURN. h INST. BY WALGREEN3. i LU ONESTAFLEX CONVEYOR. EXTEND FT. 33 FURN. CL AND INST. BY WRLOREEN3. 0 34 POWER BELT CONVEYOR. FURN. AND INST. BY WALOPEEN3. ELECT. ROUGH IN' BY GENERAL CONTRACTOR. -J W, BALER FURN. AND INST. BY WALGREEN9. 3 ELECT."ROUGH IN" BY GENERAL CONTRACTOR - 36 WALK -IN -COOL. FURN. h IRST. BY WRLGREENS. ALL 'ROUGH IN' BY _ W C� GENERAL CONTRACTOR. COMPACTOR FUPN. h INST. BY VALGREEN9. ALL "ROUGH IN" BY GENERAL CONTRACTOR. (� PEMKO 196 8 THRESH. (TOILET AM. DOORS) 38 BY CERAMIC TILE CONTRACTOR. BA-3/ A1.1 3g SERVICE 91NK.H.W.HTR. N4CZ1/ Q - FIBERGLASS POLYESTER PANELS ABOVE 40 COUNTERTOP 68-1/ 3'-O'. AT CHAIRS AND TABLE PROVIDE CHAIR A4.1 4 d ® Q RAILS. ...+.. '" GENERAL FLOOR PLAN KEYED NOTES z (� I✓ Z A-13 , ;,1 " J Q f Q J (� 3 Q �r REVISIONS NO DATE TITLE 4< OTtJERMCO IECF'AND i FOR PRICING ONLY --- O-f FOOR CONSTRuc-n0N `. Ur Rm I 114 2r7'- 41 A-i;-.F. Top of r1�V eY HTL. a--4711 CMII.� 2Y TOp OF t,j 6oNry F7LOOC41VEMMA 4u hMao'f�l f�NcE-/E;IE.EC ,F E r., -2 5T1Jcto ndle,N of Eacr• yrn I�A�zD 4' �14° 41 -_-4-L_IT KIPS CtSL.OU�. JF_k1nE'JZ 12 ly/ LIf�NT �Tl�cc.0 '�I�I�-F I I •' I I WINGWALL ELEVATION -15 SCALE 1/4":1'-O" cf,ALv. IITL coPirlcGl U-,INT) IJ�coNTlNols rloLc) r'O"tN c-LIFS oN Fv-ot-IT N�oF�ENE c-lzor�n.�ETe� FA�TeNE�s C? 32 a.c. Toj- of MA5oJ1 Y y_" FLIT PJE Folk. vEr`lE>✓� 6Lv Fp-At�JE 1 vii F-xT. �jYP�NEAT+�I �{-° SpLIT fz.113 VENE�I�. MAr� CAt1o� MA�orI2Y W INS t~IALL rLE-(112N (E�eyoNp� �I15F'LIT zla eLkvENFel= . ACGENT- Y2' O,JThET, SEi✓ ELEvr�.TIDNS. MTL. vf_FEIz ATE-NcT. II ,rLIT FPGE e Lk. vF_JEEIz_ W ho ;o,. JOINT PATTmtzN 4 -jf-L FAGE -i5Lk. vE.NEEK. JoINT 1-A.TTEEN 0 0 57 L . 2>EAM - IzEFEe e:-FFtz.L c.-T- _, �o l7p-bJc1�. c90 -rHOW-WALL. FLASHINO- y" SPLIT wE3 SLk.veJ> Ee (neYoNf,)- eTL 13t�. - SEE �TeLcT n��lc�� - 4 �r- N �' " �TL1cco OvErL �2° _X�. c7yr 6p ee H EAT1-I I N c! 2"xa" I�IE�. rta.I�Ir1c� 2'-0%2" �in.caL ca(',�r•IooTf-I FAce eLv_ I•JIZ %2° w. c�Yr. EIv SNEATN'Ncf LI-° SPLIT 21C� C,oI�. �Lk VINE -E'er (OEYONn) Z'-o%2' �Q. coEJG 6A�E yJj LIGHT 5TIJcco FINieH,eLorE Toj' To pip i 1 FLAN TErL Gol�lc. GJJizI'� API-ALT PAVIIJC� - �E� �-IvIL I0' o" A.F. P Svt?f,A FLAK F 4'I ;P1 "xI00 =� WINGWALL ELEVATION A-15 SCALE 1/4":1'-O" 1 WINGWALL ELEVATION SCALE 1/4":1'-0" -Lji F_gN :4:�) WINGWALL ELEVATION 15 SCALE 1 /4":1 `-0" �ALV. I`'j TL. coPlNc� (pAI�IT) "-' V]IcoI.1T-IjNOde, I-bLb D1J. A 19 ' cLl�� orJ F�oNT � � NEo�IzEt�IE :,120Mt�Ej�D Lr" FLIT VEhEF2 (TYP) — — I/Z" ExT- GLADE )'I �f Jn FVAME - yZ" ExT KADE pI, P W�f,//21 ExT 6Yr On SNEaT�II�c� WI11 i T c�ALU h-1TL. FLAT r^tNF_L .r. �1I71�� - eeE" 5FEG5. -- - GIALV. rlTL. FLAT PANEL SEE ��Ecs. yl1 �pUT FAcE e�Lk.vENEEIz N� 8" �Q. JT. FATTeF-N 4'1 GANT �T SIP tJ I�✓A�c �T�p 4E�A�E FL tJlrly �i" FL�NIi I TJw-IEd J TLJZHEID Up MALL JALL iruJg rFJ unjiL7 INe�NLATIoN MTL vEc K '27'rOT I- �j A-6 2EE, 5rEcr_,. 2JA 10" Av. JnloiT @ 2' o"o.c . 5TL . E�,M . fzEFElz 1:>TEuJGT WI TI-I I plJo. *OFFIT JIV (,I2oovF� G� B° o.c.�hrAli I) q' ELT ME 3A 71 5TL "AR JOI5'T - 'EE ELEVATIONO. �T2JCT >7p_.I, /,. +a --PUT 17AGE III VENEER. %211 Wn. tf�IM (STAIN)— �/y �TtJcco oN Tt to }a �E�� a W$" 4u, JOINT rATTer-N of /g" TYfE'x' YF ��. = o 9TL. 6 ANj 11I L j'LP�TE �775EE 4�A-18 Foe p1 EN�Ic is GI E M - _�� E3ELotJ �eE gT�xIJo of STolae-FeoI`AT ELEV-ATIo1J THKLI-WALL PLASHINeT 2! x 10'I L-1rJ. c- 2-O° o.c. - j TI-II pw1P. �OFFI SEJ 4F Ia Fve LI E7 150N o Z 4 �T�D l�lAu 6� 5�s" n u r �jOR FRONT ELEVA IoN F T GYP P :AcH�R7E-: - 2Xa �J>?. FeAI jlNc� �v-c��oo��5@ gK o.c.(�?AIN, FIjGE eA E>v I '> " FATT INhiJ LAT I oN . O 3/4 STLJcco OVF1 i 2 y - > )cTi l fP cE >3Lk. vF -4EEjz �a ExT �Yt Dfl. u/�UcrH f 43TLICCo FINISH -ir_t' -5/A-2 _ 2 ;P pop� Ea �oFFI VENT IJ I x2 zX I�ln o / e n �2 ExT PIJD j IJb TAM col.(T ONI ojN �In��. FP-�MI1�1� I.JI�B TY�E'x' �; �^ WIINr�WAI.L �a'ol.t� �MooTFI FAc> e LK vENEf,R ayr E3v. .N��d. JoI�T. W LI HT 611JCC0 INI H Ott z A 2 Il} — 3 gTLJcco oV> R TYPE 'X' At- A- -1 clyr E512 TIJDLJLw_ BEAM- SEE d1 - O -IJIN�I,JALL 6EYoND MTL. SILL covel�� �N b, �E - ez_e /A F olz Wz LA P F-6J gTolzF FlzorlT v;LEvATIoN Q Lr" cohlc. �InEI.JALk —II�15CO�ED JOINT, SEE I AFj FOP- j'A"FTEfz1-- IJSE,LIc-1NT E3C'ooM FIINISH I,�ITN-Ily c,,co2ED PATTf,KN OEE DET. IA- Fop- DETAIL Foe- 1 Jit, 70w � WINDOI�I STooL Tr-E;ATMEr�T. z'-or211 �Q. coL. c-lf "OOTH SAGE P�Lk WI �,_ LAYEK.s of 1301�D E3 n.- GEE GiTp JG /3 E � LICCO eiD IEAT�IINGi Lf I 'z � coNc. LKI ,1" h�L1T FACE t3Loc.K o vENEE (s3�YoNb) � vENEE2 �JIs" ST JT PATFeeN 1EI A I!�ILI�NT �TUcco fit Iii . SLDPE Toi To D?AIN FLANTEr_ SEE nET IA � FOB � !I ,L AvIh1 SEE � T� NI N tF-TALL Av FLI2KINc� �I L'f�l-�C��. �- coNc. _-UPE3-1 — 6EE aTIZI_1cT. �el,Jcjs. A 2 Fob FovNnATioN 2--`\ WALGREENS SIDE CANOPY SECTION A-15 SCALE 1/2" : 1'0" 1-1 ND E : 5EE /A- FOR- A KEENS �TO�E�RoNr ELE ATIoI\I I/1 0C0(G$D _jce� T, e'E,E, 1 A 9 FoF- FATTE9N Jc-e , LICNT I3eoar% �IIy16N NITH-IN SGopEp PATTeer! � � `t"I GOIJG. �I17G1�1AL1L. �' WI rcoc.l� 5AL-� TFxTIJ�E. A:I WALGREENS MAIN CANOPY SECTION SCALE 112" : 1'0" c-E r -I I Ncj coL GCo WINGWALL ELEVATION SCALE 1 /4":1'-O" >3.�.�. orJ �Ic�Ip INSNL�.�1or-I f jTL. peak �YSTE^1 See sPecS. I 5TL ,Jol�✓T -SEE �T�uGr. ,Td&cO Pil TIJo LAF� o 5/B TYKE X C�YP. C9D. 5HI T Cl ZII j'fLE-FO�NIEU SOFFIT VENT tJ� I°x211 EJ�.TIZIM corlj. oN �oTN �Ipes. III 2x 4, 1�2TIJD. MALL V1I S/0 TYrE x, 7 61YP IryoN eoTN '�2IDE�, TO JNDER-,-�,IpE OF NlTL PF-cv-. zxL,. gyp. �TIJr� F�Ar1E Tc . LJhJt�ER•�IdE of eoo peck F '�vTJcco OtJ 5/iI -TYr E ' x GYP o'L 2° PE2FoFZN1Elp e!OFFIT VE>`IT i v11 Ixz L-1n.7f�1h1-60HT. II z!, Ly l t< r F-izp mi NG (?- 2-o'' o.c. wI�TI II FLY�117. �oFFIT��ToIN) TIJt3iJLa� oTL r�,F-A•I`1 - eEe �TrzIJcT. v;'-klc��. _ - �-a-IISpLIT rLIP� I°>LK.. VENEEtx-. oN cMu p�Ack- u n IIq' FLIT FADE �5Lk vEI�EErz oN 6rid E°,Acv--dr I- �);E ELEVATION /A-I�{- iVz1 ExP Joi,1T MATEKIAL �IALc��.EeN� 5LAI3 - -�E yT �.IJGT. I 2a b' I � I�I I� II II I II�II i _ I III rZ © COPYRIGHT, THE KIRKLAND GROUP INC.. 1885 v T U] 00 0 m 0 Lij m Q cl) w D Q 110 �0 V J U) ' L!¢ ..�.. (.)x Q Q W¢ Um 0 LL 0 W c Cc- �! ,! U) 0 0- REVISIONS NO I DATE I TITLE THIS DRAWING IS THE PROPERTY OF THE KIRKLAND GROUP, ARCHITECTS & INTER - [OR DESIGNERS AND IS NOT TO BE RE- PRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPONREOUEST. DATE: DATE PRINTED DATE RELEASED FOR CONSTRUCTION IL-12 `b,b SHEET TITLE VEAL v,FEr-_ cANoPY �EcTIo1J i-JIN61WALL ELE\/A Io1Js. SHEET NO Am15 3F x �t a .r, C�� Z k :AE v'y i,c�va t a'rtrv`v.._ M x �11 • .4 4 n^. i x� a Y, h CANOPY GUTTER DETAI i . o a • SCALEPUBLIX _ i F 2 ,v 2. F4A Si R A A Y 3 5 T 3MR ♦ a�g + ,:-'•..,c.., n C-.n..,. ,. :: a _..- ea .' t ... t.. ., ., ,E -.,.: t<.. Y. .. ,, � # , x,., g r.. ., N:r= : {:,_ t s- ., „a"n``..n:.. , v:<. n..:3; _ .. .a, -,c✓ , {'- ...,,... ., ^T` witi u. - � rz� 55,f z Y a r .IX SIDEWALK PLAN IT mam -SCALE 1/81' �. Sri , 5. z , .. a• , .. s .-. #, r 6._ 4 r.. -n .3..a a�aA' .4. a.1 ... ... r , xv .... r, .. r.._. ,. - �- • s .. ., ,. , :v v , b:,. W: i"`. {#'� W _Vila. av 15n Y,A'uai ,L' G '.S 3 i tk c . ..:. , .... .': ... _.. , -..K .r.. .. s_. .. -.::. .. r .0 :.<: x,_,,..t r _, ..., h. 4 .. 1. ♦ Y ,,. .. ,.. , '. Y' R. P :.tW.. :.. , , .. ,.... ... .. r... ,ii n... ... r. 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W �XTE�10� yPEc iv L oP t tJC� a` rv. 4. tin n' s9 �Y Ik< a y3 i ® Y LY w s � q Yv R r. a. S k r s 1 N.T.S. I.1E,TAL- P�00F DF-A K x KzIG�ID 11�511Le i"irL PECK �TSrE rrl -5;✓E Pecs . I I I l MINE - ,' •. ,.. (III �• - - / �I� r Y s r - ���� ^,* .., ..., .o- ., r:� .5 a'..,:. ,.. , ... -a �.: :- X :. ,-_<, ,,.3.:C r, ;:,:.- .. an ..:-�'V .. .':. 1.. .':i" ,,, .- f.::. -, t ,. ,. - .,,. ..;,. .^:3' _. S �5 "y <. r'. .y' �x c a. , .r, .t.- -,{ fl;.. 4.* .�,_.<_ -_ a.n ._,��+al, pA�u` S e•'s'. ,t k k' ARC 4 T✓""�`{:' .�a�°. .'Fi ^ti','}l 'I �f t�R 2�}, ;�'.: mr. �'`�.t er F <.:; +*'*r 'w� 1 .":Y`• '. , ."`tea _- z£, a'?.5i �' ,,,."�� a"`i. _ - e&: ahe3�_.x,> ✓_c'�n .r _"a ...s a.. .. v., y STRIP P � . k a,- L is fY khk, Cl:: - • F,. • ® f i x �- fi 411 • Y� Iv i #i 1 3� �`3'0,�k'4�''�-a a"wa0.swuc*Va�.y°•g .tx ..�. �r'� bP ,rtf�� (h F,. � .. g, 'iv'" kb k Mh �_.n � %�, �':?YN �,�,„�4 �1 ig".,,r;3 t4� :Talc S� r { i�¢ x ✓QP... ry aAd'$+6}s%N,.{ '+ 4 '9 a js '; •'t �' :l.•''i-•�: "y kM 53� SECTION tf � r 191 8 TV® LJG A M MMOr A 11 1 1 f . [ 7G/`1V VL 1 11%11 -19 SCALE 11/2":1'-O" owl tc �1E1-1EE(� I�llhk'xI�l4LI- Y- �I-��/�noN rr Iez�TIoN Go�ITIhIOl�y SIJ�FAGE •; DE �xgx �I16 yTL. ANGLE coI�IT HIELt� To EAc+-I J Ol , ?i TO Zx 10 r-JI tea° � x 2" LAB gcizEt,J�i e �" o.G. I EX JOR-IT GovElz (SEE 5F'EtS.� 9 DE'A 11 n A MY Q"MI® -19 SCALE 3":1'-0' G "S ZA,b . CA��4oLp SToQ [P l c DOk<1N GLIPS tii FI—ASi-41wc x i5UIL-T JF 13GVFIt-in, cp �I l.,U. �-fLll�✓ e 2.4 � o.c[��EE TATED 2X , -ro l•l/IlA�101m-K, lei=d' O.G. 3/g° AIJC FIOF, bOLT'S 69 32 Gam• II, a GOUT coNc. (,dLVAWMe MTL. Gurr e 04NT) �� c�s1-IOP2Px-r�'� -SSE '?R'�' pLWy Fc�2 LLYATIGIJ�� Cr LO O z m O dE U) pi U I e All V d <UJ LLI I Q .�� Q � O U C3 CL , O LI_ � s 6 Lu � C/) n J rr O M < 9 i } Ida& 9r,a REVISIONS TVP r.OPINC. n AAA.qC)NRY PAPAPFT �,\ TYP I-ai(91-I (°-.RAVFI gTr)P 10 � vv■ ae �v■ ■�■s •vv■ �■ .. .. .. ■ ■ ■ ■ ■■v■■ v■■ .. .. v v. -19 SCALE 3":1'-0"' A-19,/ SCALE 3':1'-O' NO DATE TILE 4 _ - r SECTION mupl SCALE 1112":1 kOMNIWAI woo. m w� 9 OP (T(P � PL+It-1TEL b IL.TP -IJPSG�FI�k} 5EE SPF._C-� e.lCglb IrIS�L. E- MTL. DF� ALI-4IZEp M7 L oj'INGI- PAINT(,L5EE Iiii TT � Y � §� � — EKTtR14P, 5P ♦ L coATiiJGI �,��` i j , All GAll --5T RlP �_ - C'l "air eI��P �1-1 Mn.-.G ur) a' WaLGisEEN'S 1Y� :.r: _ { _ _— — 4><co GALV. t'ITL•GhWNSR�UTCf�Vr`tT) v� � ' - IC�ilp it I�rL�LA IDI I TL. -Jr. 9 VJ�laeeet6'SM� - - QJI'G��'Ei-G�'K-��i�l'G F I 11-6LO GY'�-`/EE STKUGT D(ZWGS. -- 12"l�+G.BLa:KCa l• IFr1y _ t(I - - I DA"E ChE� �T�IJcTUv�.L pRWCRy�W��XTr�c�, o � g" GOUGRETE �LOGK `JpEG.a h.L_ COAT-IF--� Cell SPECS _ I ItiISUL.II-1 `Q i ft>LcC-K I I 4 ��LI FfiGE I�LO�_G,,.{��,��� DA?E PRINTED cA�in>=-5 C,0�4— C9 A L-L. REAP, "L L-15 kl/ gi' �JCJIfNT PATTI�I DATE RELEASED FORCONSTRUC-ION 12IZ'd �nl D.dMP�/FIB L,riLl. S{=E, SPEGS FOPS Mti-k��1r�Y T(PE. `� '�P�c-,�-1C� � � � seE spec-s. FSF�t-�F FOFS lV-1T£.PiIOFS FII-11S4JG`.�' j' D'I u 8� P��c�sT col Ic. SPLLS I t3L OC K- iYPI�! L.(d�FICJPS 6W1.I I K 411 TF r-I 5F� F�oo �Z( P. a Wa tcsP�t's f�PA�ISIOtil1011T P�� Y21 FXPAk�SIOtiIJDiIIT All GOIJG• SLAM LJ/pr—Ij, I1 q colJGr=�TE sLA� I�/RFaI.tF, alllAPOP BAPPF� o s�oaE /4 PCpS FT. OFJ `/,l b&pp IrPl ASPt ►AI T �. -rHF,J w&L. r-LA,*-;i4IF-e w/ uu— I L _ ll l l=llll !fill - - wE Hcu�e;, le, 2-cloc, A D e 6 Q (SEr- -57"FSl1C,T DI.1CT-3. J • '='�'M�' g€F� *�` Ft T3 '�sx}, F `i"' .� i i'�•'- i rAfi � T'; sY^+ r;s m <re- i� ax.'.'`�-,,,:.. A, f - , b r r 1 SECTION ` 16 SECTION 719 SCALE 3/4" 1' 0"; A-19 SCALE 3/4":1'-0" 1 SN k<3'sf`, :E •Jf 1 ,� V :§ i y.#F' t y `7^g t` .: iSis*'�t` ' y.h 3 at'. - ``.�yA(ll.... _ �- §.:�hM'?)6 �`YTM� f*{, "}��''r s . ,; y. w;`ha- , A 32061 U.S. HIGHWAY NO.1 v � Ln 15 n r— rM rM rM rn rn r— fill VIZ 60N'rl Nl� 1D Jill BIZ �I� BIZ I III I d— — OUT PARCEL I ICI, I5 i ICI II I III I II / p1 l � _CUNGU fj�1Y�F') I BIZ 39a i �Ia i I I �� I I 1 O ►�Z 4714 O ZZ 2� I111132' � ICI II '�2 f /l f— I I " % III/ II III 19 II II11M fE MMwhoN I I i 9z 35.2 ���Ct iofJ IY 0 IRRIGATION LIST KEY MANUFACTURER PATTERN GPM + VVV Toro Series 570 F, 3/4, 1/2, 1/4 4.0, 3.0, 2.0, 1.0 Spray Nozzles on Risers VV Y Toro Series 570 F, 3/4, 1/2, 1/4 4.0, 3.0. 2.0, 1.0 Spray Nozzles on 4" Pop-up . V•y Toro Series 570 F, 3/4, 1/2, 1/4 4.0, 3.0,'2.0, 1.0 Spray Nozzles on 12" Pop -Up - -a- Toro Series 570 4' x 30' 1.2 Side Scrip Spray • Toro Series 570 4' x 30' 1.2 Center Strip Spray - ^� Toro S-600 Series Full 2.94 © Toro S-600 Series Partial 2.94 Main - Class 200 PVC Lateral - Class 160 PVC _ � = Sleeve - Schedule 40 PVC -- _ — Conduit - Schedule 40 PVC • RainBird EPF Series Electric Automatic Valve Pump and Deep Well 17 RainBird RC-23B Electromechanical ConL, L�r IRRIGATION NOTES + lile coot roc [or sha ]1 be responsible ¢or providing 100Z coverage of all landscaped and s added areay through the use of a fully automatic irrigation system. _. All mains shall be class 200 P.V.C. and shall be burled 18" below grade. All Laterals shall be class 160 P.V.C. and shail.be buried 12" below grade. Where mains or laterals must cross beneath paved areas for vehicular use, a schedule 40 P.V.O.. sleeve shall be used. 3. All valves shall be installed in an Ametek valve box. All valves shall be electric and equipped with flow adjustment and manual shut off feature. 4. All installation shall be in accordance with local codes. i 5. All risers shall be staked with a steel angle and secured by two stainless steel damps. h. Alt risers shall be spray painted.. Color to be determined by Landscape Architect. 7. Following installation of plant material and sod, the irrigation contractor shall adjust the height of all risers and pop -ups and the arc and radius of all heads. 8. Uppil completion of the job, the contractor shall provide "as built" drawings of the coieplete system as installed. 9. all equipment and installation shall be guaranteed against defects for a period of one year frum the date 'of acceptance. All manufacturers' warrantees and guarantees and product literature shall be submitted to the Owner. 10. The routing of mains and laterals are diagramatical ly shown. Actual field layout may differ. Contractor shall route piping to avoid specimen plants and other utilities. Major deviations shall be shown on an "As -Built" drawing submitted by the contractor. NORTH 'SCALE 1" 30' �.c.l�'J G a�_JRRI GATION PLAN A 32061 i III-t" OUT PARCEL 1'4I U, S. HIGHWAY NO.it 1 III 14, 11� I III 00 GOuN IT I IIy co�I�(It"(iW� I II II I Jil II III Ilq \ z -IIZ 0 I I I I 11 I. I I I'1 II In . 11 III —+ 1'4., 1'1z IIZ 3I� i' it I — /N:�- AP2 G05p �u���•��-� X�LNI�Y�II t 15 + V�Iljijll e- 2 II11 2 Z W W W WOK Z � 4 4 �.��yssul. illl�fl'f NORTH i> ,. x \'. l: a... ....T. ., ,,..;,<::r;:.; . ,. `r.",w,,r,.'W.,,.K`.,.,...,. .., »am.',�.i.:'...,. . , a'�rvn,...>. ~_.,. ..Y 1...,r.,•x. , a.. ,. .f"wa,br . irht-. x.... ,. n.__......,.Y ,,_..1,,e ..,'vl,Sw . x,,k rS .sa,,. .ne,.... . �arv...�i.M :..x..,.r.. l... f.r J }LYIn ,.4YI . +. , , .. r2 IRRIGATION PLAN 'S ., .. , , e..... F rr, J.. _':_' .. ..,..'. o'r, .t .. .. � . ,:.r „rb,: ...... ,.. , , F � u , "�i •v.•rY.w'!�s q �ry 0 N Ln 8i zW - cnQQ 2 oC V:� N aw Y :1 a �� 7 U, S. HIGHWAY NO. 1 SEE EN L RGEMENT 1, .:.. •: .. .. .. ;. ) .: ; •: .. � r L •- .. � .. ,. GJOD UOIIT, LIB --' `LT I i u F ` plat" #'AfzGC G40 G � / Z 5 E �Ub ' - Z Kol-' tKt"IDN OA41A � ion-lrr) � k�rk raN 5 H W W W W a I,I11' I�I,ANb,�A},117I'I.�.tI�I� Ln ✓I r' 5: a L. 0 � a2. yr 00 C9 W 0. Q W 0 LOW C9 Li. W Q H pD �® W `V V e J �, z u low Q . Y ,Z Q I� Q) 2 0 a� Oros LL r 7F CIL „ t r r rs "sk g iL YSY� F �4 A SCALE 1":10'-O" LANDSCAPE NOTES I . In the event of variation between quantities shown on the plant list and the plans, the plans shall control, Improper plant counts made by the landscape contractor shall be no cause for additional costs to the owner. Sod quantity take offs are the responsibility of the landscape contractor. „ 2. No substitutions shall be made without written consent of the owner or Landscape Architect. 3. Fertilizer shall be applied to all new planting areas at a rate of I i lbs. actual nitrogen, 1 i lbs. actual phosphorus, 1 i lbs. of actual potash per 1000 square feet of planting area. The mixture shall also contain minor trace elements suitable for the plants being used. J. Topsoil material, when called for on plans, shall be free from hard clods, stiff clay, hard pan, stones larger than I" In diameter, noxious weeds and plants, sod, partially disintegrated debris, insects, or any. other undesirable material, plants, or seeds that would be toxic or harmful to growth. Topsoil should be fertile, friable, and of a naturally loamy character, without admixture of subsoil material, obtained from a well drained arable site. 5. All plantings shall be backfilled with a mixture of 2/3 best of on -site fopsoil and 1/3 peat. 6. The landscape contractor is advised of the existence of underground utilities on the site. Their exact location shall be verified in the field prior to the commencement of any digging operations. In the event any are uncovered, the landscape contractor shall'promptly notify the Landscape Architect. The landscape contractor shall be held responsible for all damage to utilities and such damage shall not result in an additional expense to the owner. The landscape contractor shall take all necessary precautions to protect any existing buildings or structures on site, and shall be held responsible for any damage caused by his operations. 8. It shall be the landscape contractor's responsibility to prevent plants from falling or being blown over, and to straighten or replant &U plants which are damaged due to a lack of guying or staking. If unguyed, plants blown over by high winds shall not be a cause of additional expense to the owner, but shall be the financial responsibility of the landscape contractor. Guyed trees blown over by winds in excess of 50 miles per hour shall not become the financial responsibility of the landscape contractor.. 9. Landscape contractor shall not be responsible at any time to replace or honor any warranty for the loss of any trees, plants, ground covers, or sod caused by fires, floods, freezing temperatures, lightning, winds above 50 miles per hour, or any other natural disaster. Nor shall the landscape contractor be held responsible for acts of vandalism or negligence on the part of the owner. 10. All sod shall be obtained from areas having growing conditions similar to areas to be covered. Areas to be sodded shall be disced and raked of stones and debris. Debris and stones over 1" in diameter shall be rergoved from the site. All damaged sod will be rejected. All sod must be placed with staggered joints, tightly butted, with no inequalities in grade. Place all sod in rows at right angles to slopes (where applicable). t I . Unless otherwise specified on these plans, the landscape contractor shall be responsible only for fine grading of the planting and sodded areas. Fine grading shall consist of the final..10 foot of grade to be achieved. 12. Maintenance shall begin after each plant has been installed, and shall continue until final acceptance by the Landscape Architect. Maintenance includes watering, pruning, weeding, mulching, replacement of sick or dead plants, and any other care necessary for the proper growth of the plant material. 13. During the course of this work, excess waste material shall be removed daily from the site and upon completion of all work. 14. All plant material specified shall conform to Florida Grades and Standards for Nursery Plants, Florida Department of Agriculture, Florida Number 1 or better in quality. 15. Upon completion of all landscaping an Inspection for acceptance of the work shall be held. The landscape contractor shall notify the Landscape Architect for scheduling the inspection at least seven (7) days prior to the anticipated Inspection date. A II Irecs shall be guaranteed for six months from date of acceptance. All shrubs and ground covers shall be guaranteed forySU -7A0t11 lib fr date of acceptance. Replacement plants used shall be guaranteed for an additional Q`1 . The Landcape Architect shall have the right, at env stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of these plans and specifications. PLANT LIST KIry QUANTITY BOTANICAL NAME AS 456 Asparagus sprengeri CB 36 Cassia bicapsularis CS 96 Cortaderia selloana CV 85 Callistemon viminalis HS 880, Hemerocallis species MC 29 Myrica cerifera PS _ 81 Philodendron selloum PTV 206 Pittosporum tobira "Variegated" QL 30 Que'rcus laurifolia SF 297 Scaevola frutescens SP 55 Sabal palmetto TG 110 Thryallis glauca ,HKy 224 'HiMc—yc c5 �A GlNeN 1 WT 6896 Wedelia ttllobata` ENLARGEMENT B. COMMON NAME SPECIFICATIONS Asparagus Fern Cassia Pampas Grass Weeping Bottle Brush Daylily Wax Myrtle Split Leaf Philodendron Variegated Pittosporum Laurel Oak Beach Naupaka Cabbage Palm Thryallis Wedelia Sod all areas along U.S. #1 (West Property Line) and interior parking islands with St areas (Retention•and rear of buildings) with Bahia. Min. 15" sp.; full gal. 30" x 30" 3' x 3' 8'-10' x 6'-8' Full gallongs; Lemon Ye 4'-5' overall 36"x 36" 18"-24" x 18"-24" 14'-16' x 10'-12' 24"-30" x 24"-30" Sizes noted on plans 18"-24" x 18"-24" 30" x 24"-30" Rooted cuttings; 9" o.c Augustine "Floratam". Sod ANMNAIh I.I. `2RA;1N To ft ANN UAL✓ Ft;, ltP�-� 0 SCALE 1":10'-0" 9-rv�-4`r rOOZ AaNTTts ENTRANCE LANDSCAPE DETAILS U 91 N Y _ ® U ZW. � �.0 J Q 3 m Q Z C) Q' m c o ,� YQJci r s. e t r r AT 333B3B I E F.4C E/GM V J Gc�Rt�IATE LANG. sEE w FACE OF GMU "E' -t-I'_ 115/g` d I YJALL- EX E- -10I NY — SEA O)=T/>iL 20/S-9 ter" R POOR oP �NI NCn ( PIGAL) �/4POR gA RFzl�i-L_�SC=-E. AFZCJFi.)L'-fVPtGAI_) jam► T/F-rv. E I_ . IFTCJ. CSEE /WALL C9FzEENS� !f F- -a r ----� 8 I rJ L J aWN C Yt� I CoI tin.) e L �J'\ t t'-Isiha 4-I`%ice 5'-los/w 4-(t%ro sV-SI�� IL 41( n f r L J L J SE1= A R G i Oil F-1 I F-1 L T J Cs1 tin l -:=� " L J I 1 1'-a" FADE Of C-M U L Q I- r� J I- / K Sj2v / tea- n lz / I zs /y I F-3 -_00 f�DAT 1 ow k in ti_ < / O ��v P- __5 :11-4* �C-1 1. 4" L J PLAN - 1E2_)L0G.-06 C a i I d' 00 O CL) O U Z LU a • CL `L1 Lu Lij 0 a U 0 0 O ' VJ O Q LLj <L z Cl) Wz_/ Q c) i- I' J < U) Q REVISIONS h NO. DATE TITLE -� s y�dr� THIS DRAWING IS THE PROPERTY OF THE KIRKLAND GROUP, ARCHITECTS & INTER IOR-DESIGNERS AND IS NOT TO BE RE- PRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED,ON'ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. _. DATE DATE PRINTED. DATE RELEASED FOR CONSTRUCTION i2• IZ • 85 I I I SHEET TITLE F�UND.oi)ON A ,N!D F L._OGR @ F=L-A, N BL_Dc-= lk-4. I SHEETNO. Barry Levin & Associates, Inc. .111111101111. S T RUC 1 URAL Eidi WEERS 12C Wow 'Orwl Road MM, Atlanta Gso,gia 30342 (40.4) 25Z IM7 AEUSS O 'N4 4.ABY10 IN AN' YAW R i 9T 1LTLT "OH•MT(C 1TTM0(/T TN( TM !Sp AOMOYAI. Q♦ 9A 1 tlY A Aa9Ql M TLa yIG . _ "'Sn 'S a Y \ 'Y r� ry ry 1� 3 4" N � t > SA -7 - I \4 Cl- ZO \ a \ r3', tiles[ To cou-(tizvc roR TJl->G� FOR Lpc,tLTto� 4 •<T 1'A Ol= NvAc_ Rooms u N tT� . 4-�ao �>�-.�. ! C )"ViX- FOR �MENT ¢-SET W E1=N Jv15T 4J ,f1 S} (1�CP. EA. gtTJ� OP JZT GIR � ��i \ I C ()4 0` N t � N 2qAgel ! 2045 �'ov ;zj�- - I 1' Y I5/id 25GA. MTL. �'JF�.K ��? \ Y 3� o } 3 z i +� 4K I2 JC)t� aM �` �/y T�STI-a I5'-5" GI�S•-f) �- �� \ l�C. '�. 0` \ ( ) UN ER 1SGK 3� \ \ LL �s - - j -- -- - Y y�g/ W o �Q S7 i� 2'� z'm" �\ `7 o _ 0 W 7g 12-G- 1i.4 G..75 l2Kro< �I¢ Ilk A.4 � �sn mho m Q k� A �L� �•��' � b-114-xZZ.et'�'-�•) 14x�, C12'-Lo") W14+cZZ f ts'-!o") �2 k mh � Z� 14 1Q .9 �t4 Qi T�STI..-=15'= 1 o.�12x4x 8/IGo I t'L xq.x 3/1lo I 5t2><4X 3/lCo �6 S .r Tj �_, �ijr•'yl•, �� (� 0 W V cov•. O� t• ti4 t � ' ' I _Q L++ Q U Q g t� s-82 9/ S / �, p 81 Iq'-4' 20' 01 �-� 73/1 Cr" � J• Jr ra ', �.. •.q( ,'•5/, j� FE 0) O ¢ O uj gX� yy! \ l� L Z - w a 0 H- 4 * 4t w, r9 � q� , 5•,l � /o 5-16 a. ? REVISIONS: yl — r /s 3� Q g NO. DATE TITLE IV \ � ` �a•.3$.Zk � ` N� p � �'�� o'o. e � .��� Fuaa� 8 ��oa , !° g I FFFvy Y \ 4 O � C 67 z !9 z8 8 3 .6 Z-4-� 4N :4-K �x N /<'T N n O p N 15'za \ 4" V NEE Ca. , 1I� 0 O 4 W g ,� ti C 1 OVi r6' 25 G MT 17 K =k,O pAO� S.� TY �q 2=6p VEJEE2 jnit2 19 �19-23r4') I 1112 < .14 65 3/w) ✓6Il2x 14 �IS' 2'y/4 Wt2x4o - W12•z4o -)+1tZx,-4-o + C, i6 U ti1.O 4x t0 F11C>nBEAM. C ' T�lz 4.V;e iio -r- 1lz Tg 12x4-xarlco ( O z:2 i�N e<To N N 12 ROOF FRAMINPAN BLDG. 02 coNANp> 2 SGALI;'• I/4i i'-o" FRAMING PLAN ' A /2. 8- ROOF FRAMING PLAN BLDG.* 1 4 > r WATE PRINTED a� FOR CONSTRUCTION:12• IZ- 55 SHEET TILE ROO P P'F2AM1 vV ra PLAN SHEET NO.: Bang Levin S Associates, Inc. SIM3 STRUCTURAL ENGINEERS 120 wear Winum AOF4 HE Atlanta , Georgia 30342 (404) 252-1667 11euw or THA DRAWING IN ANY YA.eafa 4 ATaCn♦ ARO 90 �rtMOYT T,, Wffl T M AANIOVAL Of SA MY l 4 AM An4�C. `/:�. 10 a s- p A. ® aaaEM • e > A I AF 333639 IF3 ! 9 20 21 21.q Z2 23 2� 251 ZlP 27 213 4 N 10y2 19-8 20=�� ?lam'© l2'-O" 23'-4' 0�5- 2�3=4� tZtO° ?If5l 20=0• ve�teER s=. I TI FTCa. EL'� IMF PJ - F 4 r - � W � 5 Zq 4 . FA«3 L kX_ C-)2.r-o° - - - _T F- L F -4 1 o Ceti=.�T, c>yU LEJ 10 '�• N F- l F- F-3 F-2 F-1 F'1 F-Z F-3 F- I F- 1 11 1­ 4' I .�ti � 4' �l-) I'-4' A-11=4' -4' I /C-) I' q., FACE OF VENEE Z 11.q 18 D 4 L SN 02 W � ��la tNINGWA�L v -N Q x rts/,u m � TS10 K4K 3/�lo F_XP -JT ,j-1'-2riz I� n P= 10.0 K r Ill T� b�4x 3/Ico 'T512 rc4x 3/Ito N F A2.5 .. r' Ij F T� 10 x.4x 3/ICo T5 {2K4�3/tCo 2 I BY TAU L-IiG 40 PRE F�t�, 12.44K r/. - -('S to u4K %4 RDO� FR�.Mtt�lG P 7 24" T+B t 2 > -4- W '4YtG M 1 r 72*, 12'c4.c 8"GMU RE&Y PU P-5L-I X) x � IT t IN -rs lox4 x 3/Ito CGORp1�1A-j'E co�1c, coL. l.�A/PUP✓\-\>{- 'cam 4,c 14 WZJ )- rj F-i «� fir. 2/58l /A A L /2'� FAGE ar= SNEER A 'A Z8 a 111It 1_ 'ir7 lOsc4,�3 IIGo I-05l�x4 x3/1co F I , q Tz 12 x 3A,�, t2x4K 3/i:o IL v �L x I 231 er r LO Cv 0 Z m ® py V ��Z VJ LU IZ LJ W d CIO W Q 0 Q 1 ® Cn0 CC < Vll �� J LU C3 LU J Z ,e < t U.) U) REVISIONS N0. DATE TITLE �n. 9 3 of ooenings cut outs and oenetrations shall be 10. Steel Roof Dec " ' Woad vraming: _ .._:.�. ., ..� � ,.w, ... x... .... ...,loll ., „ - CGENERLIL NOTES U" 5 -- - --- -- 31 - A. Type and Installation of roof deck Shall be as soecified b o A. Lorimer t'. National. ;l I _ � � rer.r,frrc:er with �-#4 ( t;" long). - YP .: c� - - - -'• y � ...._ _� -ns f„ L admaster loll. Soecificatio r Wood ' y e 1sng) Roof Dec.r. Systems. - pupl.t v the National Forest Products Association. III ��I111, 1. Beneral _ D. Pipe ,. :.: s, conduits, etc. sl'�.-r !. not be placed in slabs unless aoor.-v�..: the engineer, tPlace below slab) B. Unless noted, building roof deck. shall. :_e 1-5/16" deeo, 25 ga_ine B. U� ._ oiled, use Southern Pine, grade No, = 19X max. M.C. -a. I:-�e t ;.1::-:wing notes are a �p;icabae to all drawings. nnn -, - - (J E. r - ,_.:r, _ .-_ , _ r. ; _ _ , sy etr IcaI lv c_r r _igated alvanizec-.;n�_vn field irr.'xi s' C. Art,,,, in cont t., See a at al dr awings For extent-wr slabs, slab depr essions, and Roof Lode -Standard Puil.dina Code, 1982. - - g y strength 9t,__. p 3.. - act with concrete, masonry,`or' soli, snarl be press�_ire C. ,roof deck shall be attached as f I on these drawings is struct:_iraily- ����_ t elev�i - i-;, ;- � e shown �. end tr f :r'.;rr. _ r_rn_y :i.n its 7. Structural __ 1. At Supports- Loadrnaster sly, _.. >veld washer; D. Metal connectors shall be fastened in accordance with the manufacturer's { -m. The contractor, shall brace all earth, farms, concrete,. - GfGej.. - - - A. C.;• - Manual of Steel Construction, Eighth Edition. t Side Laos: #].2-i4 X ,3/4 ,.;rch screws; instructions to develop the maximum published capacity. _ R -nasonry, tI-, resist gravity, aart;'r, wind and construction D. Spacing �„ connections shall be as follows: E. The gr_tantity of wall studs displaced rrt, cut for opening shall be placed; r. instruct i. _n. S. :* D. ,,,,y ' FY=36 KSI in ❑eneral• :i.. Interior ..worts: 7 attachments per 30" wide sheet.. (As specified adjacent to and attached to Jarnbs, half on each side of opening. _ ., typical detail, section, typical section or a note is _ _. INTER- byPattern n Bi-� k ,_ THIS DRAWING IS THE Y OF -- --r condition, Lt shall apply for all like or similar `.J"i, r-Y=46 KSI for structural tubing, ern "H" in the Loadrnaster diaohream F oc.ing shall be installed between floor Joist at 8 tU O.C. maxi giro. ]OKIRR DESIGNERS ESIGNERS AND LAND GROUP �S NOT RO BE RE ins n•.ess otherwise noted. -' , for high strength bolts• design attachment patterns. Side laps roust be 13. Wood Trusses: PRODUCED OR COPIED INWHOLE ORIN PART. IT IS NOT TO BE USED ON ANY R��' ''-307, anchor bolts. welded at each Support) ; A. Metal connector plates shall be manufactured from no less than 20 Ga. OTHER PROJECT AND IS TO BE RETURNED E. rl.ractr_.r' shall verify all dimensions and conditions. C. The de- :cn of connections for an Portion of the structure riot indicated Side Laos: 33" Q.C. max.; galvanized steel (1.25 oz. per S.F.) and 3300 UPON REQUEST Y p psi yield strength. noted, elevations shown are to top of beams or foundations. or, the swings shall be completed by the fabricator, Standard At Perimeter: 3 3/4" O.C. Connect,_rs shall have nail like projeections. i- _�a anted s�_rbrnit shoo drawings cif all fabricated materials for review. E. Deck shall be placed at the perimeter with a complete rib bearing on the B. Wood trLtsses along a vertical plane of the building shall be contirnaous 2. Design Loads: canna :.ns shall. be Ltsed where possible. All shoo connections shall be , welder, high strength bolted. Field connections shall be high strength steel su000rt. Trusses may be spliced four shipping purposes and conected in the field DATE: Design Roof Live Load: 30 ❑,f for Uo to 200 S.F. of tributary leaded area , g ae.tec wi-,ere Possible. Unless noted, use 3/4" diameter ASTM A-3 SN F. Minimum final roof slooe shall be 1/4" per i ft. where slope is not wit`, metal connector Plates, for any structural member. !.6 psf for 20ti 600 S. F. , b olt achieved by steel structure, create it with insulatirI.ri _:ri above the deck. C. Sdrawings shall be submitted to the engineer for review. . DATE PRINTED: aver 600 S.F, psf for D. Sterol mergers s�_ipoortin steel deck at the perimeter of the building (See at' iltect�_iral drawings). D. rr, rr shall be designed and sealed b a professional structural Design Roof Dead Load: 22 psf g g Y P " � shall be contint-FOUs except at exparision joint. Butt weld where splice 11. Concrete Masonry: en r. Design to include spacing, DATE RELEASED Wind: 12G M.P.H. J g, size of members, connector plates, - occurs. A. Construction shall conform to "Specifications for the Design arid bracing, etc. - `.FORCONSTRUCTION'.12.12.85 3. Sails and Foundations: II E Structural Steel shall receive one shop coat of rust inhibitive primer. Construction of Load Bearing Concrete Masonry" published by "NCMA" with E. Minimum truss chords size shall be 2 X 6. .s R. Dr=,zgn soil bearing pressi_rre fiSUD psf. F. Grout i.inder, base elates ahs�l l be SikaGro.ut 212 as manufact�-iced by Sika inspection. 14. Plywood Roof Sheathing: B site shall be prepared .iniform err accordance with soils report No^ B. Concrete masonry units shall be normal weight and conform to ASTM C90 A. 5/8" APA plywood - - li Ilti I' 84-2661, dated Jan. 9, 1985, by Ardamar, 8' Assoc., Inc. Corporation or approved ec•aa:L. g , y rated sheathing 32/16, C-D, expose -ire 1. (Exterior). l { mo C. where fill is required it shall be placed in B. Steel Joist and Joist Birders: grade N, Typeg- ,,I. B. Lonside of plywood panel shall be perpendicular (parallel) to the woodaccordance with instr�_ictinr'`'' J �a qualified Beotechnical Engineer. �IpI ` A. r�;'.:i �-�:�::-s and�' - joist L1rrF..-,-- � shall be fabricated, with standard camber, C. Mortar - Type S, conform to ASTM C476. support. .,•.� �II O III III ` D. excavations _ �, � -.. -_d er: ':::x,;. i.•n accordar,-- i,;i. :a:eel Joist Institute later revision. D. Grout - Unless noted, course proton (pea ❑ravel) 2500 psi. at 28 days. C. Minimum nailing shall be 10d spaced 6" at ends n - .xcavati�ns and building pads shall be inspected by a qualified B. sera r�-1 foists ,:I:i ._ c:_:n� -o _ _ _ - - P _ late t x 1 r supports when connecting to wood and 0.10E" 0 screws with similar-d' c-arnica:. Engineer to verify the desire parameters rected t_ steel by i!8" weld, 1-1/2" C�xnf��rrn tti� RSi"M C476. I and report adverse :,ch side E. Joint Reinforcing - Truss type #9, spaced vertically at 8" below slab spacino when connecting to metal studs. C earl lower Joist chord at all columns and field weld to the column. and at 16" unless noted otherwise and conform to ASTM R82. R11 edges of plywoc.d panels shall be blocked with rr '' E• '- Er;-ev.�ti.-ins given are for ouroo�se of contract arid shall be _ .. .... reinforcing _ _ D , (l. -, -.. � D. ,��,:'�r,l,r-rn �_.:.��:rd extension shall be welded at each end with o/16" weld all F. Vertical ln concrete rnas��nry shall be doweled into the ^K'` 15. 3 X 6 Wood Deck: - +:. ,,t time of excavation to meet -,Dill conditions, foundation and extend into the bs:n - `ar.:�,�.nste c.xnsnitad. d beam at the floor or roof. A. Deck shall be tongue and grooved. E. - - .;,_ bridging shall be art angle at too and bottom, design G. Provide reinforcing in concre.r •��_,-onry grouted cells at each side of. B. Minimum nailing as follows: F F.rkti.'t walls Shall be deposited a_venl_Y ap_ainst both sides of or less(U.N.). ' operiir�q, en�_ral tr_, the reintorctrr� displaced. MininlUro reinforcing 1-#5 at (a) At supports: 2-20d at each course. �:�e walls �_irr'cil the lower Oracle is reached. each side unless reinforced concrete 4. Concrete- F. -•_ _ ur^LdgLn shall be an angle di -rgned for Llr=2i>ir or less U.N. - ,lamb >.s called cn_tt. (b) Along courses: 1-8d at 30"1 450 toe nails to the _ g G. Lr,_t �s noted, 2 end ,foist bays she... be cross bridging. H. Provide joint reinforcing or, top of foundations, 2 rows at 8" at top an tongue side, staggered. Start 12" from end of each H. Unless noted, cement shall be Type I conforrnina to ASTM C150. Aggregates H. No Previsions have been made for ec�;_bment loads except shown. bottom of ooenings, (extend 24" each side) and 2 rows at 8" at bond _ as hcwn. Any piece. steal t be normal wei.pht conforming to ASTM C33. - ept 5 Y ' P V �I addlt.tr:nal requirements sh,�uld be a,:.roroved by the engineer. beams. - B. Concrete shall be 3000 psi at 28 days U.N. conform to ACI Building Cade (318-83) I. Bat. ;rnord of roof foist and Jo'i t girders shall. be designed for net I. Concrete masr_,nry units shall be cut below concrete beams or bond bearns,�. uo' 1..7 osf. as required in order to oet continuous bears or boCld bears at the proper, C. Concrete expnsed to weather shall be air -entrained 5% +1%. or girders slope exceeds i/4' J. Where •:;;eel foist elevation (U.N.). SHEET TITLE. D. Slum❑ shall be ;' to 5" for regular mix. � _ -p - per, ft., provide sloped O 5. Reinforcing Steel: bearinq. J. All cells below grade and slab on grade shall be grouted. FOUNt]a'ii1V A. Reinfc�rcir� steel shall conform to ASTM p-615 grade 60 (U.N.) rain. lag K. All Joist and Joist girders shall receive a coat of rust inhibitive K. Horizontal beams, bond beams and reinforcing shall be discontinuous at �(= Fi�A,MiNCr g + control 48 diameter (U.N.). pruner. taints. PLA1� L. Where Joist girder and steel bears less than 1'2" deep frame into the same L. 16" deep bond beams may be constructed of 8" U blor_k below and 8" B. U.N. Welding wirc3 fabric shall conform to ASTM R-185, mAU E!L.I X in. lap shall be 8° col�_imn, the Joist girder shall bear on top of the col (Lt.n.), standard block above with break away top part of web. U. CCAr :o>=Y N. C. Reinforcing that is welded shall be grade 40 weldable type. 9. Welding: M. See architectural drawings for,laying masonry and location of openings' , . •,.r ,,:_ - ;-- 6. Slabs: A. All welding shall conform to American Welding Society Star,dar•d D7..1, " A. F..l- denotes corrricreta fcontrol Joint, saw clIt rn latest edition. "` - -* - SHEET NO. gent within 24 hours - ' or ';ouring concrete. Floor cc- - - � _ B. Field welding _ i' .. nstruct3u'i Jo>.nt car, be i_tsed as a door C. Reinforcing StgPIiwielding, shall preform t,.4rAWS�D12.1r' control joint. F.J. maximum spacing p •��- .,. J �r_r -fir" U. N. . - ..,. ,..:: -.., .,, -. ._ -,. C! e .. B. Wherepossible,<, -r'. A Inc place construction o� - +> ,...... J rots at cols -iron lines. Maxinurm srry even $ ssociates, - spacing of construction Joints 65'-il", 3TF:liCTURAL ENC3tNEER°3SE25 _ ;:'' 110 west Wieuce Ro�r� HE Ar'er.te Georgia 3C342 (404) 252-1867 AEi" OF +MM °e AV,M° M AMV MA,er<M IS 4T1ItICTL1 10-W'30 iTr JWl iNg WM`1CM A.IMOVAi UR 6A UIR i AeKN4•Y 9,11°. OF. IO lol'- O" �' 'L3'-t'J'• 3Ge-pee 41e_O.. �, S E c !] EE TAIL— 2.0 S `f F=O F­ 2I �,l S•9 V I' ( II 4 II �� F•-2 I� I� 4" T14ICK CONC ' L F, ll�_<EINF. WI-rO r0x(o-W 1 4 x W►+ t, ` i l/4" LEL-CDW TOP OF ' t = I;v 5L-AI5 OVER — I-'s6@•?'-8" I VAPOFP Cw� R.1= CT'(F'. A L L- ( . I I WALLS ) -ry�ol GA L 3•� !� ALL GaL. s•9 F--5 F , r t I uIT CTYr�) I- f L t JI" 5,XR �V �Jo I t.IT • F,J. i dJ I � s•9 II �I ( I I e OF"2 F-5 F-- 4 I F- 2 (V1 Q IF 1 L tN 1 (� . �( tlt - - - — -- —Ito Z� 2eI I � ,:Iq - 411 ,40 F-s 1- �){' 4 F l'-4° I I' 1 _ - O Lai i F-3 Q rn 0) low- �� E AI`4C - �� 511�EWALk� 1- 1 r I'-4" rn I I a — - — Ain -s L _J 1 J\p--1 c _3 F-3 \F-8 1G-3" 20-zU, 20' I 42) 35.9 JY "Imm 2-4Ga I SIT' - 6t/4', m, cMu CTYPI ar.z 1 k -22 H(2 3Cd G3 7,v Co.31K C 17'- M,11 11) v A RO 1: u IT EI`i EC -) LA3C. — 1 O rl'GI-I PIJ&. �M Nu07 r 3QbC= 81V S. ASK- -7- (= 5 /a,. TL- o (TYP.) -- ---- M��J 4 z 0 (TYP-) ' Z 5ht 7�'� �• G ZN 7.<oK' S•9 I I.4 FZ 7 R FeC;����(TYP CTYP.) � � rpI' �: I �• w �G I 1 4 Z(2� J S cbcG _ N 1 1`•-- _T — — S S� g rvl -- B Ir- 1! tip „ ,PYRIGHT. THE KIRKLAND GROUP, INC;_ I&' REVISIONS NO. I DATE I TITLE �� ro H I f III j Q 00 W� 04A It 13111 1 I IQ® Ioo J w � 1 _j 0 as N 1t3.1 x4+t /I TSI4 s S I4�G �1 (p x'/iro Go THIS DRAWING IS THE PROPERTY OF THE e t - KIRKLAND GROUP, ARCHITECTS :BINTER- T/STL- = 16'-I t" '- 11 t ) i I �✓ - I I' �'�4) T/STL• 18'-r ti✓" IOR DESIGNERS AND IS NOT TO BE RE- PRODUCED OR COPIED IN WHOLE OR IN L PART. IT IS NOT TO BE USED ON ANY XOTHER PROJECT AND IS TO BE RETURNED 4 1Iq- W c t•-i � y�l � 6 UPON REQUESTxA2-Nsttii N!4M 1 0'• I % 14 x 2L CI8' tt 1i2,' '� DATE: T'S12x4> t/4 •rs 12x4r l/4 DATE PRINTED: c4 ri'Itn II i ! r�I� kQK%Z (ura IZ � G4IN6 �NyN 0 NIc I ) } Sat -�- -_ =- — -- _ _ ___ _ _ _ A-1 FOR CONSTRUCTION: 12 IZ 8� DATE RELEASED TS12x4c /4 TS112, 2: -4 /4 F + I Ie,T 1 r, 3 m Z I 10(t (G'o' 3" 2r'-3 Iv4" Iap'•m� 'Lo'-'L��4" 3Co 37 0 41 42 k SHEET TITLE: • 2rlGi F FRAM t rtc: �t_si.ly ,:,JAI_G lZ 1� ENS 8 6 Barry Levin & Associates, Inc ? STRUCTURAL ENGINEERS �i 120 Wont Wbo R004 HE Atlanta Georgia 30342 (404) 252-1587 I R[Uaa CI TWO WAYM q ANY YAIaQR ■ ST10CRY MpNgft [O U'll TMa VI A"Y[p'/Al OF 64MIRY A VSe [ A[ I6A Z[.11L. A MEW IVr Iz- ¢ rJwC�fC11v� 4xio WD. 6M. (SEE PI—AIJ �cz LOCAT l a T�.l Polz 13LOq K t MS 4 EXTE 2 .-.. ---- _ . _ e". L.o«, s•.tcc.re.J EL. (SEE ARG H.) SEE-- Et--10 Cc _ �NN. -- I I MT L. F200F C7EGLG _ C7ECK /rJ�� 3EE i=L.a dJ T7E 8/Z o(5EE PLAN ,y�., T /JST: (fa E.E C—LP.N) M�Iv. TOQ BOTTOM WOJtD tt _ S E C T 10 N SCALD = i%2— l'- O" S-'7 •• 4.. VEa- N Et=.f2 -...,, 2 cBcosT 11�tLFv `t/�-tad NAaLz I e. 3- s/S"¢ Ta-tczU Bo LTS STUC) MRX - AF 33383B 4 4-X 4 . '_�. C13Y 51G-�N F•ABtiICATaRI e r I n I L �E—:- CT I ON 1 A SCALE: I = I-0" S-g Pl%�LIK SaC�N - j_4x4x Va COF�I-T GF,�R COl�1vJ. �.� tJl=T. I•�/�J�81 TS 12x4- (FO2 ENp GONN CCTION SEE GAS mot) T/ BM. EL-, = IZ-a -.. EXTERIOR IIIWISH 2x4 K1D iV At L_E iZ TUBE w/ . t -7-7 Po yt! E iz- pTZIVEtJ F/-�STr'J EiZ GC:)NN,. 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BY PUF3LtX 4" vEt-II=E;;P_ G4x4xltlfix I2z i" qs ANCt-102 FSO(—TS C �o" EMBED) 8 SECTIC> N SEC 6 l O N SCALE= t"= I'-O" S•8 __4x 10 WOOCJ e (_ LOvV C.2 WOO C7 B hn, O/v11TTE D 0 -THIS ep 1"BXP .1T L3x3x S/fCvCJl7�-47 V100D BL✓t.(SEE L•V/ 3/q"C� x 4,. C� / ArZ.c F-F-) �'/ S/6 � BO L`i S-1-Up C' 24" COU NTl='.FZSUNK � �'• F�oL-Ts e 24" TcV Z_Ca .4 Rc?oF rJEGK� FitiC�ER TIC�F.T T/ 6ON O BMA i (s Lo r=>✓ s) h SEE Pl—.4N N \TZ_GU� F C7EGVL - G Co C.L7 hiT BO L-TS E' Z-4" (EX F- --T$ 12:C<'Y�F02 Sx8 F.3C�N i7/ SL.OT AS S1_•-IG>WNCD�Z�'") THISIJRAWING IS THE PROPERTY OF THE 1 N CarTn,_rr -� KIRKLAND GROUP. ARCHITECTS & INTER A /5-e, IOR DESIGNERS AND IS NOT TO BE RE PRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED -� UPON REQUEST. �j DATE: DATE PRINTED: 5 s� S aC—r I O N '7 s- s• 8 SCAL = t" = t'-o"-g DATE RELEASED FOR CONSTRUCTION 12.12.85 /�'•-1„� A.B. C(c" �MBE.t7� �4 YJ N N k SHEET Tf T LE CAQCD PY rya/S x r2 x g SECTIOtJs DE=TA 1 LS 1/4 a SCALE'. Barry Levin & Associates, Inc. STRUCTURAL. ENGINEERS !'0 was; p0ae- N,.E. S S Atlanta Georgia 30342 (404) 252'�M' "I" OF TNA 'JA lt..4 M AK'* A s t M Y 47 Al T L I "G-frTFO K roOUT Two w"TrT* .'P.01Al d SeM<: 4 >M .:N XgC. 1, -O L. I d / z ` •'e s- '-7' COL_. �{ � `� � (� y. GOL-, 1"CTY is � r" ,, GbL.... F lkul {f t -i 'fit W W StZE 4 21/2 x 2i2 x V4- ` EOM f�AtJt=`lei, e�tETvVE1-7,-4 JroT t,. - ` f •GAP 1 Tl 1 t G F SA nr� E AS 1=.• ANGL-E 1517.E , :,^.� �-� 3/.F."� 13oLTS � � ,,.; 4'lr•_ .- _ ;. _.,._ _ --rE: 130LT3 SHALV._. QEVELOP `� vvc,1:1_D Slz.$ � � TL _ i'e� . Gam1- _:. ,.t % 4 � • ti ,- 5 JST T1-FIGk - 3'/i' 4" THE S{--1EAK_ CArAGiT I EGtUALTO CC>". 7j " T(d- to s F31��M ( .-- -- OF WEAKER MEM1gER WALtTH1CJGNESS /4 cp 13oL TOT. GO L_U/V\tom( ( E L�✓x3xt r ," "TYPiCAI_ STEEL PEp.M SPLLGE" TYI� 7E1_ f31v,\. 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W GIJT - .,.-,.•1- -- -_- - -- --- BOND JST >� t u - SEE PL AN w/V8'IRI�IUro (��i SeAL_ANT Ga.Ltl_IGING s�4T' _, A)zGH) . , ® F�• � } / W Vv- // w F� 4 z x g,1 w� Z- 4 (SOS) I fIAL j i GONT. (N =;ZJC>UT Li t, L... , C COPYRIGHT, THE KfRKLAHO GROUP, 1114C 199- _. _.. :.ate � I 11 ED ? 00 .. q 0 m 0 V Z U) LLJ !J_ C] LLJ a d UQ C I o C/) < 0 « 0 J Q LU L Cf) LL1 Z 4r R (� c i -_j z Q Q J rn Cn Q CONT. / YF- tyt� SAYS P1D� CC1_.tTF`t41. CPII .1._ GEtLI>Ill— J 1 l2'OQ8"GMU 1 ,.- ` Y ) y w� G FcUtJT} Uh1TJFp� rlET.at__ �otNT '-O.UlT Cs>=E PI�.ti) 1 JOI NT REVI SIONS: r- J I (TYt? I L Lj NO. DATE TITLE _ . n CMU WALL GONT�?O �I ,-m -TYp1C.dL �Laor� ��1-1�o�UG� 10�.1 �j1►.1T _ .�0 I N �+ �a _ ._ ��� ti r w-;�UOU� �/o tN vQT•ol� TYIPIC.4Lr CMU 1NAL_L. COP,N�FZ j' g --. 2) T�RMl1.l d�� F3ca1� i3GC�M�'o 0'T bti->-r E. T _ _ . _. 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YP C o�_L /\N f-l'- ._" X-©VT =fF ICAL WOOD, SCUD 1ti lrz�_TL. GONG. GOVt=FZ arzo�ri-� �a l_ I_ {`.l r_-: -_ 1� � - .. � ��_... _ i •m ..G ;`t = 'S • 9 SGAt._. �. = N o N �+ 0 y 11 THIS DRAWING IS THE PROPERTY OF THE KIRKLAND GROUP, ARCHITECTS & INTER- IOR DESIGNERS AND IS NOT T BE RE 1 PRODUCED OR COPIED IN WHOLE OR IN „ ' PART. IT IS NOT TO BE USED ON ANYt OTHER PROJECT AND IS TO BE RETURNED a ' UPONREQUEST. a { ryd � DATE DATE PRINTED: r DATE RELEASED FORCONSTRUCTION 12.1Z. �,�,," `• MEET TITLE sTANDARC) DE-rM i t_$ CGTloQ 30 -- ____ 3/q SHEET NO.: Barry Levin & Associates, Inc. STRUCTURAL ENGINEERSSM9 120 West Wbuea R024 NE - g Atlanta . Gsorgla 30342 (404) 252-1807 1 NEU" OF TIf10 DRAWNI• MANNER M ANT MAER E STINII MOHENTaa i W n,_WT THE WMTT$N A/"OVAL OR RAMP IaME A A9aOCMTlf•NO. D i ILM ........... AF 33383B 3xr v" W _m F SANITARY RISER SIriC�LE TOILET SIMILAR LEGEND SYMBOL DESCRIPTION SOIL OR WASTE BELOW FLOOR OR GROUND — — — VENT PIPING — - — COLD WATER PIPING — -- — HOT WATER PIPING �— CLEAHOUT ON FLOOR OR GRADE ------ o__4 CLEANOUT IN STACK VTK VENT THRU ROOF C.O. CLEAHOUT F.D. FLOOR DRAIN GV GATE VALVE —pQ— GATE VALVE —{�4— BALANCING COCK H.B. HOSE BIBB GAS COCK — G — GAS PIPING — F — FIRE PIPING NON -FREEZE WALL HYDRANT - ,FrStlnyl 157"45''ata' NFWH .. ,.'ACCESS FANEL (T` f - WATER MErEP4' ( PR.V, (IF REQD) — L . Ilz" .� 1JATER METER: 314": ' Vll\LRnl 1\V 1 CJ Extension and connection beyond 5'-0" building wall under anothe RISER TO SPRINKLER Division. SYSTEM _ - FIRE ALARM _ SWITCH 2. See Specification for further description of plumbing fixtures WATE4 moroR f—GONG and accessories. 3. Provide hydrostatic shock protection devices in hot and cold piping sized and installed in full concurrence with the Plumbing an0 institutes Standards. Mechanical shock absorbers or air PRESSURE GAUGE 3; 4" DRAIN chambers. -IN" - , 14. Extend pressure and temperature relief valve discharge line :TAR full size of valve outlet into chase wall, thru exterior and /—SIAMESE FIRE terminate 6" above grade with chrome plated escutcheon. - ALARM CHECK VALVE /VALVE DEPARTMENT CONNECTION 5. Water meter shall be the type used by the local water department and installation approved by same if applicable.CHECK VALVs -- I/ D 6. Contractor shall verify voltage, phase and wire size of plumbing equipment requiring electrical connection with Electrical Contractor prior to installation Of same. ATE DRAINS ' - -- --- - --- --- - '-- GRADE FIN GRAD E W1 G,SSY GATE VALVE4Z6"ABOVE LOOR - 70 POST INDICATOR VALVE —� NOTE. INSTALL THE SPRINKLER RISER AS CLOSE TO THE EXTERIOR WALL AS POSSIBLE 3 SPRINKL P-' NO SCALE (T(P DFALL SHOPS) G.w. rlro<� AbOVE, GttIL11_" T`(F nFWH F0rssHOP5 117,2-D, L}C, 6D REAR LOC.ATiOh, T , NFWH HARTRWPF ' Fngineers Ft Stowe "S Hartrampf Engineering, Inc. Atlanta, Georgia 30328-4842 Z M I O LIJ 1 1 f I Cy I U) LLJ -:L LLI < � rr C!1 M U Q � � � 1 W U} < c U) CL ¢ REVISIONS NO, DATE TITLE THIS DRAWING IS THE PROPERTY OF THE KIRKLAND GROUP, ARCHITECTS & INTER- IOR DESIGNERS AND IS NOT TO BE RE- PRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED OTHER PROJECT AND IS TO BE ON ANY RETURN EC: UPON REQUEST. DATE: DATE PRINTED: DATE RELEASED FOR CONSTRUCTION: 12 12.6 5 SHEET TITLE: FLOUR PLAI`f , R15EFl DIAGMAMS,DETAILS, AND LECaEND — PLUMBING SHEET NO.: OF SITE PLA17 FOR `�Af11TAPi CDf77, TO UTILITIES ---Y L�.i �R� /-f-Atlt►i `TYPE `TOLLETS SEE SPECS. `s ; n CI.. SE NICE RUBBISH /FO - - p LAY GIV II_ 51TEL A.V. ROOM F�I"I�T��> I - I.JATER HEATER' RUUDCLAS i"IE40-2 Ll :JOME(� 2''CIJ IJP W/ PRV 2 4500 WATT I'10(ISIMULTA(iEOUS G,U, Irl RISES-•� 4V_TR, z" z"CWDfi ��— _'IEh MISER 3 - / \L �I "' E.W,C. loll Fife IIV lc. _ PD c-IVIL, Slt� FD PL�N} WATER COOLER, 1/?-" C.W. 1-1/2" DRAIFI, IL (o" UP I vF-'.1r Ili WALL. C,00LER FUBMSHED BY WALC-,.REEW3 _ w-, Al_ I rC) FInAL COWIECTIOrI5 ey I 3/411 EM PLOY E FE 1 ROOM , s-TOCK SE 14o 1171 WALL. I I,r El I' , CO. ,t1, ltIpV E CEiI-InCq Ric SINK 211 VTR 3ELow SLAG 3m II r I YeHW�r�`4`r C W D (-1, /Tf — J __T --o W.C. ! II -- II I- TOILET I I I fj I LAV z" V. U P P1�OVI[)E 3" TfRAPPED FLOOR DRAin. (TOP o'-I" A8. FIF1. FLR.I 70 SEWER. — I, II I I' II II II II II II I SALES AREA k �I SRPINfWLER SYSTEMI m� FLOOR PLAN PLUMBING COLCQfE CF-TOLEASE 1JR4IS4 ANO INSTALL R MnLGREE LEASED AREA. iN15 S'S1CM TO BE MOti BE WCi` f� LAYOUT AND MUST CO"�,f 10 ALI LOCAL. CITY INSURANCE UNOERw ITERS REOJIRE`rENTS.cOI-ill SCALE 114.-'-0. p PLANS TO MR♦_G4Ef4 (QR APPROVAL. �. n NOTE, SPRINKLER HERDS IN BY DEPTART"(NT TO BE AT 9'0' CEILING HEICHI- SPRIHGLEB. HERDS IN 7'6' SOF1Ir TO BE PLUSH 1YP6. t , 0 0�. HARTRWI I--� I i Engineers b Surveyors Hartrampf Engineering, Inc. Atlanta, Georgia 30328-4842 '. f=OPYRIGHT, THE K€R11LXND GROUP, INC-, tffi�5 O z a� O sU s fi V+} x � tis 1 E pp�� 9 W e w { ' LLI tom. t`� 0 a45 14 W d CC CL O O Lu g -' LL IL1 i �- "A I o I— Vj u) 12< i I I I i i g fi e 9 I ' 1 7 1 1 I R 3 I i I Sn f $ {{{ j n t ' -H .• :. tiGIs R KIRK; SROUP -R- OR DES.GNERS AND 5 '. �IL RE PRODUCED OR COPIED N LE OR IN PART IT IS NOT TO BE L ,i ON ANY OTHER PROJECT AND IS TO BE RETURNED JPON REQUEST. I DATE: DATE PRINTED: DATE RELEASED I I:ORCONSTRUCTION 12 IZ'95 FLOOR PLAn - UM61r7 - SHEET NO q° VTR JILT I I \ 3 RFD r I� LAV 1 Ali 4" yTRI � 4�IyJK- 4' FD �1 3. rV i�2 /211 We W �21f LAv LAV U� EI.JG 5i NIA 4 SANITARY PIPING WATER PIPING RISER DIAGRAM SCALE : NONE D !G W G LAV 4212' I� 22 I •-l-rr.-r-�-r+ F I f e q cal c A rI 57ar,4U G50o. QI 4 V�1A3 t1 �200IG 7G� 3f�ACATIo uS LEGEND DESCRIPTION SOIL OR WASTE BELOW FLOOR OR VENT PIPING COLD WATER PIPINGHOT WATER PIPINGCLEANOUT ON FLOOR OR GRADECLEANOUT IX STACKVENT THRU ROOFLlEAXOUTFLOOR E"F DRAINGATE VALVEGATE VALVEB4 LA NCING COCKHOT WATER CIRCULATING HOSE BIBB A A v F. 1_) T- 1 i k R.OW $W ITCHY Q0.E UPE Gn.16E — dV GG1 ECx vk"s V1 � %AI1- DDw� �t4A6 E wLYE 21cs1auuNE� ��� GU6,DE (f�IlDl w' '' bN 0 S A GATL VA ' WOK $I.A�IG GNKX `VA1.A-E �+ l.L U�TtD K oS Ay6ATevQ_* 1 �,p,Lj_ G4uGG+ \ 7� FT0.E O 8 CONFIEfTICN V `RZOP, I CX-L SPIN KLER RISER DETAIL t rTT�: CNF�.� L.OGgL C1 �)� ��1T1= CL1ClC 5, FiR P0.0PEK Ily„T.\LIPITKIN. 0 AMr R1 CAt�A rjT.`�1-.IDta:co 4��0.042 - � EDG E WOO D -:5aIk 3 E 7K H.W C-.V. c.v. 7 d P RELIEF _ _r.UNION VALVE WATER PIPE DISCHARGE FULL HEATER SIZE OF VALVE OUT- LET TO FLOOR DRAIN WATER HEATER DETAIL NOT TO SCALE FLOOR M TLD ,,,J AT ER COOL 5R . GOLD WA76R ANO Oa.F\IKI STua-u? EL$-. STu ES- u p 1'-0A 51=.E ,F'L- _'S FOR L'oc^"T,ON. RIOT TO S�P.1_6 ' 14erLcua)a ��jj IA To M4 AE v 11Gd (%%tJT moT NI � 1 1 I>�4 ip VIA l FIB C(1•lOM i+)00!] P cc�f L. C MD-13 /2- cm — V2' 12R' wd — Y 4- ' K TOP OF SIX GqNNTM 'QCWWE 4 somomirc Loo-1 iA Top pI TN me c N= Fp1 on MDT -1 1/4, -OCATEa Do ax e01447vl. I - LGY F UCTIA E I 2.2 1/2 --------- _--_- { PLAN BOTTOM SECTION + rri17111CLAII1151111011C FIAT 110vcmT LIMIf IIF wourtam NY UXAL w®CL) I Nednt W REAM am.L "I[Eu. 1 —�-- - � nrL • I IE a es, � on 1 1 i fIXTIl1RE ON JOG. NI1N ETO►C fl.ngrS. "ILL rt.IJON111ING NOeGc I WING FLAl CONNECTIOeYG --- Pr COrtj KAoToR i\_ f 1/2- w-, ANp cccD mokTER L-11"+:4 LINED WItN 04JT Orr Wilk WE/ 1 ►Irf LLKrv( IN R-pprt i FINISHED JUILED rLam l RX MIfA I lo#DETAIL OF RX SINK AND CABINET HARTRAM PF Engineering• Inc. -'rgia 30328 4842 F.P 33383E e 1 II II a i1 1 i, I. 9 II , --- c _ T r.� o -- ---- =- - - --- - a y'x-.'ny. GOING. PAPCT'(P) M ., P Y uol cam. 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ROO- TGP OqE- NIECE U N I T 5 UNIT 00. ►vlIO.TON5 S AR CFM a.�"S:P. HEA.7 KW CoMPR2✓' 504 40. FLA VoLTS CONDEWzELZ FA4IS NQ FLA tL0WER 1--I.P. FL.A W41T WM44-T nOUNvS MAk,E marprrL 1 15 6000 45 1 (:2. 206/3 2 G.c, 3 104 1(050 . �.•AR 7Z f 1 E Z �oppolCo 2 IS (0000 45 1 G,2 zoa/3 2 G:G 3 Iae 4, 1(a q a -cnrziz lerz 3 5 200a 20 1 25 ----- - 20i�V3 1 .3 1 50 2 S50 CArZrZiLrt d0IT5 6o"rLv-(r5 W j RL%c� p eo rtrif 5 Ymr rt cc1Mpr1mSSc?rZ w^r-LrzArtj"r,,r FAN SC 15DU LE 1. i=VA p• 13 LOwY5rZ OP59A -155 `i DAY S PDT CC)Wl00U5 JS,5 ,60WTrZ0LLeo PV-,-�rMM GLOCCY- 112Y. parxlrz,,W C-LOGk, rAIZA(400 OR E,PLIAL / z, FIREf;p- r 1 MKS c:{2c.. - TO 12�wCrC ram. TFrA RISE F;;� EFrP104 IzSG f 3. T G'7 5/s' iS Sr--r c-arJ �Gf t-o-p VAT1=5 {-1 EAT I IJ 2 STA. 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DUc'r512E 4-tDll tlEc� sue l __ _....- C2PPUSEr� ,Lave pAt�!nEtz �; AD�LtSS�nr,�E VAtl�S i reyl... fpLIR WAY i3LQW LAr-IAl TEE ADJUStA.,13LE "OR, _ I�Art CLL� �rz10 ' VErZT. AFR�rznTw C7 -.LAY- 1r1 WN1-TE EcrAk aU -L ¢ arz 417 NE414. METt\LAIrZE 7CJOCl pG5 CEILIU4 DIFFUSER DETAIL Ala SG/aLS cuu 1 F-4 (q R VKI U%Z Yr Li tit ME S )14 Q 'vJ Q - 3 (2 i2OOFTCF i..IM 17 <f,0NTOO L D)A6IAAKA F �J`1 SEE aT1Qtj 1 U14-7- 4-U V!� NcUTrtAL F-3- N Penwtr�i4 Fvr t��R 1 x t4 �Tt2. n n r— �A` A. ' x 36"X 14 " Z2'XG�9 'r,,e,gtcTUf folk I_ I � I 2"Irj!;IC,c- S` rl IMe,I;r)£C.:U 125 -i - ---- _ _ ._ .. _ _. . If n Zv x to - C> / ( I � y I� x& i Z• 9" Inlsl vs r - i 22"XG9"rz.A, oucr up 10 X - VW'l +' ZA,OUcTU -- I 2v `t1C 7 4" 5, A bL1LT 1 p . ft LtN1r { is 14" 5,,/ , VOCT Up ro 20 -1-2"X 121f I �r 24"X to ` Ii N - HEATING � AIR COWDITIONINt4 PLAN Cc[ Rr'S Zo` x 10 " �20"A10f n ----- ---------�-_-_- „X 41: 4"1 Lu CL ?(ACT- UF7 _(_ 1 f ,t)J V � LLJ ul tJ 1 Ems[}y V 1- � / n 3 f ARCHITECT THE KIRKLAND GROUP PERCOLATION POND _p 8 t• n. r ' 4 i 31 r Pv r. '. 10 I 1 x 1 4� y > i• x : Al ARCHITECTS & INTERIOR DESIGNERS 1197 PEACHTREE STREET N.E. COLONY SQUARE, ATLANTA GEORGIA 30361 ENGINEER 2 THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33906 TELEPHONE (813) 3GO-8243 360-0558 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS. WITHOUT SHOP DRAWING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER THAN MATHER GROUP, SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS. SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES N U O E PLAN ORIENTATION INDICATOR. S SECTION CUT LINES. THE 1 / INDICATES THE SECTION DM2O NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. ORIGIONAL SCALE SHOWS THE 1 INCH LENGTH OF ONE INCH ON THE ' , I DRIGIONAL FULL SCALE L11_1_!_l..L� DRAWING. IT IS USED TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA FOR THE REFERENCING OF A-3 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. 5 EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS, NOTES RESPONSIBILITIES. AND OBLI- GATIONS UNDER HIS PORTION OF THE WORK. EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT- ERIALS. EQIPMENT, COOR- NOTES DINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAVINGS IN DETAIL. 6 a r ) I 1 ? � REV. DATE DESCRIPTION PROJECT -a � T p ST. LUCIE SQUARE ST. LUCIE, FLORIDA ORAWIING TITLE SITE PLAN ELECTRICAL GRAPHICS ENGINEERING ORAVIA BY: U.F DESIGNED BY: 5-Az CHECKED BY: _5 CHECKED BY: 5 a.-r APPROVED Y• B B M. APPROVED BY: B M. 10 1 INCH ORIGINAL SCALE 1� � , ORIGINAL RELEASE DATE 2 ORG. 9 NO. 1 REVF771 1 -..�,. e f Y:• im r Y k,�l rfiY�M� SI `F` S k IS i t 11 'a' 'r °. ea*' � t Wrtl... �w--... S.. r b+. 3r. ,. r.. .. ,.Y .T.. , ._ , L. Y - xx... ..e.. .. W., 1.: _ ,� '£i 9 `.-m.'is w . .y : J 4,.# i r .. r.: .- .., w ,..4..a ... t. ,..+ r , t . x :,.� ,.. c • r a ,,,,. , '. .. .5, , .., . f', _. .. 'k e. t n. I...J..° ,, ,. .rr .. x, ...11 .r... ,Ihn M. .r., , . �tb``e� ....r_.r� ..nrU.xc:.�w..ax�i, ..�.rSsTM .fir..„M .xh�_a,� .. .. a�.�.. ;#,�..e,�1�r���P�,,.z!�`is,.k v,-_. 4 .. G s. �,: __.Y. xra..�._...n_., #€„aS,a�.�..,. u:,n ..up 3 i i 2A LIGHTING LAYOUT IS SAME AS ., .;. . ,I.� -1r . z{ nv.*k � r.,p..#4 r" *'� ri ". a a .', IY r l hs § '�'rc e , 5�+v {i b ±y �- r d-, ✓•trx ( x' !#n w{y �3fi'e kEµ �+yY? , ,?" d ;:.-a z �{x+, h. `SxS ut .�,t'°o ... K, ;# t{ r' �°:��/,t� t �7 ar '¢ £{$4 � � gia�j4 � r� ��w""� t-9 ''�7 n`➢ �: .< F 4 �i4'r , 6,14 �Illlll NZI=II .Zlm■ ■►�■1�/�©■■■©■ • , WE NO■ME`OM WE ®■■■■■■■■■■�— OE ■■ O♦` , �� ♦, ♦♦1�♦ �®fir♦ wo■■■s - ■■■©■■■e■■ ■■■■■■■■ ■■■■■■■■® m■■■■■■mcammmon ■ moommmm ■■©■■■■ V 1N c isy. rIs s Awl , ,* q° si Al 4 ". .. , FLOOR PLAN - BUILDINGS 1 - LIGHT 1 /8": V—O" ie is, %LL NOTE 1 ALL LIGHT FIXTURES ARE TYPE 'A' UNLESS OTHERWISE NOTED M wi 0 2 w _ ARCHITECT THE KIRKLAND GROUP ARCHITECTS & INTERIOR DESIGNERS 1197 PEACHTREE STREET N.E COLONY SOUARE ATLANTA, GEORGIA 30361� ENGINEER THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33706 TELEPHONE (813) 360-8243 360—OSSB CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP DRAWING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER THAN MATHER GROUP, SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES N w O E PLAN ORIENTATION INDICATOR. S 1 SECTION CUT LINES. THE 1 INDICATES THE SECTION MZ NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. 1 INCH OR16IONAL SCALE SHOWS THE LENGTH OF ONE INCH ON THE ORIGIONAL FULL SCALE DRAWING. IT IS USED TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA A-3 FOR THE REFERENCING OF REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. 5 EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS, NOTES RESPONSIBILITIES, AND OBLI— GATIONS UNDER HIS PORTION OF THE WORK. EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT— ERIALS, EGIPMENT, COOR— NOTES DINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAWINGS IN DETAIL. 6 1 7 m t ;. 11111 REV. I DATE UESCRIPTION 9 PROJECT TITLE ST. LUCIE SQUARE ST. LUCIE, FLORIDA ORAL4 I ING TITLE FLOOR PLAN BUILDINGS # 1 & 2 LIGHTING ' GRAPHICS ENGINEERING DRAWN BY: CTJF UESIGNED BY: SA.T CHECKED BYt S.A f CHECKED BYt S.A T. APPROVED BYt B.M. APPROVED BYt Pj M. 1 INCH ORIGINAL SCALE L� ORIGINAL RELEASE DATE /jB JDRG. E 2 �J NO. REV 0 �f ®1 11 10 // 1 y . �i. r „�} H -ir '�"• hn. ra }� W r + %... �. h 'h t-0'i...<+ q3'7- ...#' �' k .'.� r #v a m+. e Y,�e �"kl •...F t .v S �?-e'> c ✓'- ,.3a � ,s ,',� m a , 'F,.,,,�.. �+.x ..q �� .�/ x4, 3�,�, .x.,..� �„�.n ;°ra. v+. a:, .Tti a S<a�r .r��,ar. .,dr. w.r e�.�3s,.+}. z• .s ,.1 t--;,n <�,a, ":.:;�.}z ,.u.�kt,4. �'x�}�awP3 ,-�,.c..o- ?�r.-.:J,a.^,k ic�tt�5 �c'v .w'^s� .2.:: T3�`RC ,°i� / O Gb K?23 / I.twA'(E1� N MZ F hl5,K-(O GLI WI&c'?'"Su.. 2 A RECEPTACLE LAYOUT IS SAME AS 1J // _ RECEPTACLE LAYOUT -� IS SAME AS 1 H \ ' r,q+.'yp xcrn'4 s FL000"R PLAN BUILDINGS 2 POWER au"OMMUNICATIONS LE Cl-1a,12 k ARCH I TEC-r lm! THE KIRKLAND GROUP ARCHITECTS & N EIR DESIGNERS 1197 PEACHTREE STREET WE COLONY SQUARE ATLANTA, GEORGIA 30361 ENGINEER ° Gp THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33a06 TELEPHONE (813) 360-8243 360-OSS8 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP 13RAVING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER -� THAN MATHER GROUP, SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES N E PLAN ORIENTATION INDICATOR. S SECTION CUT LINES. THE 1 4 INDICATES THE SECTION M2 NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. INCH ORIGIONAL SCALE SHOWS THE LENGTH OF ONE INCH ON THE 1 E , ORIGIONAL FULL SCALE DRAWING. IT IS USED TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA FOR THE REFERENCING OF A_ '3 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS, NOTES RESPONSIBILITIES, AND OBLI- GATIONS UNDER HIS PORTION OF THE WORK. EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT- ERIALS, EQIPMENT, COOR- NOTES DINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAWINGS IN DETAIL. 1 6 ARCHITECT THE KIRKLAND GROUP 3 -01 5 H ,I h f it 6A 6B I LIGHTING LAYOUT II LIGHTING LAYOUT IS SAME AS IA �I IS SAME AS to 10 I� II II r I I I I I I v x I IT I II �I II'Ti €? + II II x a �®►iwi�i■ / ON lJ►i■i�i ME CC®�� s i�►i■iirr'a■ Mm OVA se ® �, �' it►i■i® MEN IM EMo ■Q.MEMEN l��i■iME MEN iJ►i�ii ♦� r ♦♦ ® iden— $ 's b'`Fi,'+ F �♦ �� s 1 a } r �� ��� �� fLU vd � �� 13'.w iy2 ��' s ,♦ �l..� M ,♦ •, • ' ♦ �� FLOOR PLAN 1/8":1' O" s . BUILDINGS * 6 -- LIGHTING �.a5t �T4 :ah IVVIC ALL LIGHT FIXTURES ARE TYPE 'A' UNLESS OTHERWISE NOT RON FLUOR PLAN - BUILDINGS LIGHTING 4. 10 1 , 8":1'_O" N L ... ... '�y 4't'i �. a � k. � 3 •v4 . �. �?. ..x�.ay ..... �A C+m)1.'t.` ",N6 �n� 1 J , G F F n 1 cold-1.3 ARCHITECTS & I INTERIO�LL DESIGNERS 1 197 PEACHTREIE STREET N.E COLONY SOUARE A f LANTA, GEORGIA 30361 ENGINEER � D THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33706 TELEPHONE (813) 360-8243 360-OSS8 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP GRAVING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER THAN MATHER GROUP, SHALL AUTOMATICALLY `- RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES ri . PLAN ORIENTATION INDICATOR. 1 SECTION CUT LINES. THE 1 4 INDICATES THE SECTION yr 2 NUMBER. M2 INDICATES WHERE SEC71014 1% S JiAI F,% INCH ORIGIONAL SCALE SHOWS THE LENGTH OF ONE INCH ON THE R ORIGIONAL FULL SCALE '- '..a,u1i GRAVING. IT IS USED TO SET SCALE WHEN THE ORI6INAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA _ FOR THE REFERENCING OF REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. 5 EACH TRADE HAS SPECIFIC `--, NERAL INSTRUCTIONS, DIRECTIONS, NOTES RESPONSIBILITIES, AND OBLI- GATIONS UNDER HIS PORTION ' OF THE WORK.` EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT- ERIALS, EQIPMENT, COOR---- NOTES DINATION VITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO THE EXECUTION OF THE - CONSTRUCTION KEY NOTES TO EXPLAIN THE CRAVINGS IN DETAIL. 8 REV. GATE DESCRIPTION PROJECT TITLE �us. ST. LUCIE SQUARE: ST. LUCIE, FLORIDA S DRAW I ING TITLE FLOOR PLAN ["!UILDINGS * 4 & 6 LIGHTING GRAPHICS ENGINEERING DRAWN BY: (�.F UESIGNED BY: S.q.T. CHECKED BY: S.A.T. CHECKED BY: S.A.T. APPROVED BY: 75.H. APPROVED BY: $.M. 1 INCH 10 ORIGINAL SCALE ORIGINAL �2 DRG. f RELEASE DATE 83 NO. REV s 3 m I 1 6 1 W L K .., ,. 11 IT, It f d - f: - • - - — — '_' — - It M -i0 GIQ>; ALP�RM SWi'2 LAX-�rT�i� NEXt �'P4.NEL "i r6,14-10,le H - 6110 t 4,Y } • / �`�' �,y�' ? ��+Y:1 .�SgYA'� tt �. `� 3V ke f qq i Ay„j 4 r Y>qs ✓FYpk .ffi 7° r °y4{ d�+��^"✓,. � ry' x xg < r v r A erear:n:,wasera2sriaau�a�.a ,yn�=m .,w:.�xew,4rrss�.,auv., '�.+. n-, a .r fir a� c A ae .s KEYED NOTES SCHEDULE tPVC TELEPHONEt t TELEPHONE TERMINAL CABINET #4. 1'' EMPTY SCHEDULE tPVC TELEPHONEt t TELEPHONE TERMINAL CABINET #6. ... `. .. f .R .. - .."4;'?-'Yt 4�'15k, F _, ,q. .. e �..�#vat F&4 , ,x, n .T , ,_g ^y .. .r... , i n. 9P+ n )t 4 t..: 3'. r [. t . - . ,. ,..... ..e L. .. ..:.. n. , .. .r. ., ... , . t. .., t h ,. .f�Ef9 a. „. _., L"..: .,. F.. ,. w`./�... ,. 4 �d n...i.>.,..+.i'f �,:,... k....,, e.. �. .. P.a.. < e.�rr>>r ... '. a. v ,...,.. _ ,.. ♦ SX , . T,..,. 4 . --}.... < -i +. .. . .'..., - . - .. d.. _ ..:' a :. .. ..x ..M . i r ✓"-`s.r :r d'�'3" Yl.ttl"�C $'� •.}F. {^ °'tit I T h* r n ry 4 ,,, ,d.,.i. Y , d P.. Y .. } AF:CHTT THE KIRKLAND GROU% I A r 1.7,H °ECTS & t�,4`f-i-JI OR' ;DESIGNERS s 4 M. 1197 PEACHTREE STREET N.E COLONY SQUARE ATLANTA, GEORGIA 30361 ENGINEER 2 � THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE. ST. PETE BEACH, FLORIDA 33a06 TELEPHONE (813) 360-8243 360-0568 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS. REGARDLESS OF HOW MINOR. WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP DRAWING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER 3 THAN MATHER GROUP. SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS. SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PRO.IECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES �i \4 E PLAN ORIENTATION INDICATOR. SECTION CUT LINES. THE 1 INDICATES THE SECTION P 2 NUMBER. M2 INDICATES WHERE E SECTION IN SHOWN IN DETAIL, i ORIGIONAL SCALE SHOWS THE 1 INCH LENGTH OF ONE INCH ON THE ORIGIONAL FULL SCALE L.LJ_LJ.J_LJ� DRAWING. IT IS USED TO SET ..... SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA A-3 FOR THE REFERENCING OF REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS, NOTES RESPONSIBILITIES. AND OBLI- GATIONS UNDER HIS PORTION OF THE WORK. U EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS. MAT- ERIALS. EQIPMENT. COOR- NOTES DINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAVINGS IN DETAIL. ' 6 i d gN k g R a > REV. DATE DESCRIPTION PROJECT TITLE ST. LUCIE SQUARE I ST. LUCIE, FLORIDA DRAWING TITLE t FLOOR PLAN BUILDINGS # 4 & 6 POWER & COMM. GRAPHICS ENGINEERING DRAWN BY: G.F. DESIGNED BYt 5A.T. CHECKED BY: S.A.T. CHECKED BY S.A.T. APPROVED BY: 3 M. APPROVED BY: 'B r'1. 10 1 INCH ORIGINAL SCALE ORIGINAL 1-22/ OR6. RELEASE DATE NO. Rrt enrxax-v�.E C A 3 54 -ITT REFLECTED CANOPY PLAN BLDG. LIGHTING ?, V I J REFLECTED CANOPY PLAN BLDG. 5 At. j 4 & WALGREENS MCI MCI E 34 3.4 34 34 34 34 34 34 34 34 34 Tt r"' 9 Ak it'll 21 UIT CA 4?_ re P, ARCHITECT THE KIRKLAND GROUP i Pr ARCHITECTS & INTERIOR DESIGNERS 1197 PEACHTREE STREET N.E. COLONY SQUARE, ATLANTA, GEORGIA 30361 ENGINEER 2 Cep THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33706 TELEPHONE (813) 360-8243 360-0558 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP DRAWING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER THAN MATHER GROUP, SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS. SUITS OR LITf6AT ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES N w O E PLAN ORIENTATION INDICATOR. S SECTION CUT LINES. THE 1 INDICATES THE SECTION � M 2 NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. ORIGIONAL SCALE SHOWS THE 1 INCH LENGTH OF ONE INCH ON THE OR16IONAL FULL SCALE DRAWING. IT IS USED TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA FOR THE REFERENCING OF A-3 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS, OBLI- GATIONS UNDER HIS PORTION OF THE WORK. EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE CONSTRUCTION METHODS, MAT - KEY ERIALS, EgIPMENT, COOR- NOTES OINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE. AND ARE INTEGRAL TO THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAWINGS IN DETAIL. 1 77 � IN pw REV. I DATE I DESCRIPTION PROJECT TITLE ST. LUCIE SQUARE ST. LUCIE, FLORIDA 9 DR^%4ING TITLE REFLECTED CANOPY PLANS LIGHTING GRAPHICS ENGINEERING DRAWN BY: GT.F DESIGNED BY: CHECKED BY: 5A,.1. CHECKED BY: APPROVED BY: 13.M. APPROVED BY: t_1 ORIGINAL SCALE L 1 INCH 10 ORIGINAL RELEASE DATE jB DRG. le5 NO. E6 -7-77 REVT7 1 1 1 2 W iu, , it I I 8 S 10 y✓,* ` � tiEafr '� .0 dzr�& f �' �vk t s" � "� i � y5��: $ BUILDING # 1 `5 11 1A 16 1G tp if 7F 1Ca 1H 1J g q 8 B q. 8 BUILDING NO, 1 LOAD CALCULATIOV SHOP to °4,210 VA SHOP 1B - i : VA R SHOP 1C = 33,077 VA�t SHOP 1D = 25,104 VA SHOP 1E = 24,785 VAfi SHOP IF = 24,510 VA a SHOP 1 G = 22,039 VA��� SHOP 1H = 15,488 VA SHOP I J = 25,866 VA_� ` TOTAL = 217,493 VAxry u 7 x i-a,y�ye = 217,493 VA 604 AMPS' 360 M i � USE AN 800 AMP SWITCHFUSED AT t a `yYa It t TCH LINE BUILDING 4. rA r,1 / r� �• O'LEDA, BUILDING NO. 4 LOAD CALCULATIONS -` SHOP 4A = 22,414 VA SHo: 4B = 20,414 VA SHob 4C = 15,769 VA _ SHOP 4D = 26,495 VA SHOP 4E = 22,339 VA ' SHOP 4F - 22,214 VA SHOP 4G = 22,414 VA PANEL HP = 59,993 VA ' TOTAL = 212,052 VA x r 3, '� 02V 12 5 _ 8 N 7 AM P � 2 A 5 9 , USE AN 800 AMP SWITCH FUSED AT 706 AMP1 t k G 22 0 s H tv 4 POWER. DISTRIBUTION RISER DIAG"'RAM N.T�S� r s t F E I D s'."t ffi �' �,.` s'n si^T't� 4ax 'k 1 �, "ts✓ �j '���� �>�' g� 1�� �i9'a�=. PUBLIX MATCH LINE BUILDING # 6 12 1 GA (013 (CC, GD G (or (0q 6oH g q g -- 13 4 S q 8 n BU 1 LD I NG N0. 6 LOAD SHOP 6A = 22,414 SHOP 6B = 22414 VA SHOP 6C = 31,946 VA T= SHOP 6D - = 25,995 VA SHOP 6E _ `-15,769 VA F SHOP 6F = 15,769 VA t SHOP 6G - 15 769 VA '`' SHOP 6H 24,210 V ' .y,r'e r TOTAL = 174 286 VA ' _ _ f-= t 4 2 6 VA 48 AM 1 8 4 PSTI s 360 USE A 600 AMP SWITCH FUSED AT 600 AMPa`�� q E PANEL "HP" LOAD CALCULATION'` R6r "ryi LIGHTING 43,818 VA X 1.25 - 54,773 VA RECEPTACLES 5,220 VA X 1.00 = 5,220 VA TOTAL = 599993 UA : = SQ_QQ4 VA _.1A7 AMPSS C I B A —RISER DIAGRAM KEYED NOTES1�-�z 1 120/208V, 30, 4W PAD MOUNTED TRANSFORMER SERVING BUILDINGS NO. 1 AND NO. 2. PAD AND TRANSFORMER FURNISHED AND INSTALLED BY FLORIDA POWER AND LIGHT COMPANY. 2) TWO SETS OF 4-500 MCM THW COPPER CONDUCTORS IN A 3-1/2" CONDUIT EACH. ALSO FURNISH AND INSTALL ONE SPARE 3-1/2" EMPTY CONDUIT. 3/� 800 AMP 4 WIRE BLADES AND FUSEHOLDERS, - OV NEMA K <\i,7 , (3 ERS, 1 S/N) 24 M 3 FUSIBLE DISCONNECT SWITCH FUSED AT 700 AMPS. OONE #2/0 COPPER GROUND IN A 3/4" CONDUIT. NEMA 311 SEALABLE WIREWAY SIZE AS REQUIRED PER N.E.C. 100 AMP, 4 WIRE (3 BLADES AND FUSEHOLDERS, 1-S/N) 24oV, NEMA TYPE ?R FUSIBLE DISCONNECT SWITCH FUSED AT 100 AMPS. 0 200 AMP, 4 WIRE (3 BLADES AND FUSEHOLDERS, 1-S/N) 240V, NEMA TYPE 3R FUSIBLE DISCONNECT SWITCH FUSED AT 150 AMPS. 0 4#3 THW COPPER CONDUCTORS IN A 2" CONDUIT. 4#1/0 THW COPPER CONDUCTORS IN A 2" CONDUIT. 10 4#2 THW COPPER CONDUCTORS IN A 2" CONDUIT. E[% TRICAL METER AND BASE FURNISHED BY FLORIDA POWER AND LIGHT Cvi9PANY. METER BASE INSTALLED BY THE ELECTRICAL CONTRACTOR. (TYPICAL) D12 Tru SETS OF 4-350 MCM THW COPPER CONDUCTORS IN A 3" CONDUIT EACH. A:.S'l FURNISH AND INSTALL ONE SPARE 3" EMPTY CONDUIT. 13 6110 AMP, 4 WIRE (3 BLADES AND FUSEHOLDERS, 1-S/N) 240V, NEMA 3R FUSIBLE TYPE DISCONNECT SWITCH FUSED AT 600 AMPS. 14 120/208V, 30, 4W PAD MOUNTED TRANSFORMER SERVING PUBLIX. PAD AND TRANSFORMER FURNISHED AND INSTALLED BY FLORIDA POWER AND LIGHT COMPANY. 15/ PUBLIX SECONDARY SERVICE LATERAL. REFER TO PUBLIX DRAWINGS FOR ADDITIONAL INFORMATION. 16 120/208V, 30, 4W PAD MOUNTED TRANSFORMER SERVING BUILDING NO. 4 AND WALGREENS. PAD AND TRANSFORMER FURNISHED AND INSTALLED BY FLORIDA POWER AND LIGHT COMPANY. T7 TWO SETS OF 4-600 MCM THW COPPER CONDUCTORS IN A 3-1/2" CONDUIT EACH. ALSO FURNISH AND INSTALL ONE SPARE 3-1/2" CONDUIT. 18 4#4/0 THW COPPER CONDUCTORS IN A 2" CONDUIT. 19 30 AMP, 2 WIRE (1 BLADE AND FUSEHOLDER, 1-S/N) 120V, NEMA 311 FUSIBLE DISCONNECT SWITCH FUSED AT 15 AMPS. PAINT DISCONNECT SWITCH RED AND LABEL "FIRE ALARM DISCONNECT SWITCH". 20) LIGHTING CONTACTOR - SQUARE D CATALOG NO. LW-1000 OR APPROVED EQUAL SERVING LIGHTING CIRCUITS HP-1,3,5,7,9,11,13,15,33 AND 35• COIL SHALL BE 120 VOLTS. 21) LIGHTING CONTACTOR - SQUARE D CATALOG NO. LW-1000 OR APPROVED EQUAL SERVING LIGHTING CIRCUITS HP-2,4,6,8,10,12,14,16,18 AND 20. COIL SHALL BE 120 VOLTS. 22) TIME CLOCK - INTERMATIC CATALOG NO. T171CR, SPST 120V OR APPROVED EQUAL. 2 ) 120/20& , 30, 4W PAD MOUNTED TRANSFORMER SERVING BUILDING No. 6. PAD AND TRANSFORMER FURNISHED AND INSTALLED BY FLORIDA POWER AND LIGHT COMPANY. ,24 LIGHTING CONTACTOR - SQUARE D CATALOG NO. LW-1000 OR APPROVED EQUAL SERVING LIGHTING CIRCUITS HP-22,24,31,32,34,38,40 AND 42. C01L VOLTAGE SHALL BE 120 VOLTS. 2 j LIGHTING CONTACTOR - SQUARE D CATALOG NO. SPW-3 OR APPROVED EQUAL SERVING LIGHTING CIRCUITS HP-26,28 AND 30. 26 LIGHTING ARRESTORS - TWO SQUARE D CATALOG NO. J9200-10 OR APPROVAJ EQUAL. A ARCHITECT THE KIRKLAND GROUP 1, R 's-OTECTS & ' :._8; ,GNER 1197 PEAACHTREE STREAN.E.COLON" SQUARE,ATLANTA, G�Ef3€ WA ENGINEER L Gip THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33706 TELEPHONE (813) 360-8243 360-0558 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR. WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS. WITHOUT SHOP GRAVING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER THAN MATHER GROUP, SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS. SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES N L! O E PLAN ORIENTATION INDICATOR. S "- SECTION CUT LINES. THE 1 - INDICATES THE SECTION !12 NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. ORIGIONAL SCALE SHOWS THE ' ' INCH LENGTH OF ONE INCH ON THE ORf 6I ONAL FULL SCALE '•I DRAWING. IT IS USED TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA FOR THE REFERENCING OF A-3 `4 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. & & 5 EACH TRADE HAS SPECIFIC d GENERAL INSTRUCTIONS, DIRECTIONS. NOTES RESPONSIBILITIES. AND OBLI— GATIONS UNDER HIS PORTION OF THE WORK. EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT— ERIALS. EQIPMENT. COOR— NOTES DINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE CRAVINGS IN DETAIL. 6 a 4 w t REV. Ur.TE DESCRIPTION PRO,.IECT TITLE - a ST. LUCIE SQUARE ST. LUCIE, FLORI A ORA44I iNG TITLE ROWER DISTRIBUTION RISER DIAGRAtvl r. NOTES �...__. m GRAPHICS ENGINEERING DRAWN BY: y.F. UESIGNEO BY: S.AT. CHECKED BY: S.A: r. CHECKED BY: APPROVED BY: 1j. M. APPROVED BY: 10 1 INCH ORIGINAL SCALE ORIGINAL ORG.� RELEASE DATE NO. REV D C C A ARCHITECT' THE KIRKLAND GROUP I 3 EA e 10 NO.. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING NO. I LIGHTING 12 10.8 20 XI 11 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 10.2 20 X 20 7.5 12 RECEPTACLES 4 5 SPARE 20 X 2P 80 61.3 4 AIR HANDLING UNIT 6 W/12.0 KW HEAT 8 7 SPARE 20 X 61.3 4 9 SIGN - LIGHTING 12 10.0 20 2P 50 25.3 8 10 CONDENSING UNIT 12 11 SPARE 20 t X 125.31 g 13 SPACE X1 I I I SPACE 14 15 SPACE 1XI I I I SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: M2�A0 TRIM: SURFACE PHASE LOAD: A B 79,6 53.0 C 86.6 VOLTS: 150704J08V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL IA SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING NO. I LIGHTING 12 10.8 20 X 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 11.9 20 X 20 7.5 12 RECEPTACLES 4 INO. 5 SPARE 20 X 2P 70 51.7 4 AIR HANDLING UNIT WITH 10.0 KW HEAT 6 7 SPARE 20 X 51.7 4 8 9 SIGN -LIGHTING 12 10.0 20 X 2P 50 25.3 8 CONDENSING UNIT 1 10 11 SPARE 20 X 25.3 8 12 43 SPACE X SPACE 14 15 SPACE 1xiSPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: 125A TRIM: SURFACE PHASE LOAD: A 70.0 B 54.7 C77,0 MLO VOLTS: 15200%8V LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANELS 4�BE4AAG46§,4F, NO. SERVING WIRE LOAD BRKR A B ClBRKR LOAD WIRE SERVING NO. 1 LIGHTING 12 10.8 20 X 20 6,0 12 RECEPTACLES 2 3 LIGHTING 12 10.0 20 X 20 6.D 12 RECEPTACLES 4 5 LIGHTING 12 11.7 20 X 20 6.0 12 RECEPTACLES 6 7 LIGHTING 12 10.8 20 X 2P 100 77.0 3 AIR HANDLING UNIT W/15.0 KW HEAT 8 9 SIGN - LIGHTING 12 10,8 20 X 77.0 3 10 11 SPARE 20UX2P 6 CONDENSING UNIT13 12 SPACE 614 15 SPACE SPARE 16 17 SPACE SPARE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: M2�A0 A TRIM: SURFACE PHASE LOAD: 138.8 B 103,0 C 51,-9_ VOLTS: 120/208V.. LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL IC 30,4W. NO. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING N0, 1 LIGHTING 12 10.8 20 X 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 13.5 20 X 20 7.5 12 RECEPTACLES 4 5 SPARE 20 X 2P 80 61.3 4 AIR HANDLING UNIT W/12.0 KW HEAT 6 7 SPARE 20 X 61.3 4 8 9 SIGN - LIGHTING 12 10.01 20 X 2P X 50 28.7 8 CONDENSING UNIT 10 11 SPARE 20 28.7 g 12 13 SPACE I X1 I I SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE I X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: 125A TRIM: SURFACE PHASE LOAD: A 79.6 B 59.7 C 90.0 M.L.O. VOLTS: 120/208V, LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL 1D 30,4W. NO. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE I SERVING NO, 1 LIGHTING 12 10.8 20 X 11 20 7.5 12 IRECEPTACLES 2 3 LIGHTING 12 13.5 20 X 20 7.5 12 RECEPTACLES 4 5 SPARE 20 X 2P 80 61.3 4 AIR HANDLING UNIT W/12.0 KW HEAT 6 7 SPARE 20 X 61.3 4 8 9 SIGN - LIGHTING 12 10.0 20 X 2P 50 28.7 8 CONDENSING UNIT 10 11 SPARE 20 X 28.7 g 12 13 SPACE X SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 j SPACE X SPACE 22 23 SPACE X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: 125A TRIM: SURFACE PHASE LOAD: A 6 79 B 9 59,C 9010 M.L.O. VOLTS: 120/208V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NQO PANEL IE, 2D. 2E 30,4W. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING NO. 1 LIGHTING 12 10.8 20 X 20 7.5 12 RECEPTACLES 2 FN0. 3 LIGHTING 12 11.9 20 X 20 7.5 12 RECEPTACLES 4 5 SPARE 20 X 2P 80 61.3 4 AIR HANDLING UNIT W/12.0 KW HEAT 6 7 SPARE 20 X 61.3 4 8 9 SIGN - LIGHTING 12 10.0 20 X 2P 50 25.3 8 CONDENSING UNIT 10 11 SPARE 20 X 25.3 g 12 13 SPACE X1 I SPACE 14 15 SPACE X I SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X SPACE 24 LEEDER: SEE RISER FEED: TOP MAIN: j,2SA0 TRIM: SURFACE PHASE LOAD: A 79.6 B 54,7C 86.6 VOLTS: j20/208V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NQO PANEL IF, 2C }OAW. PANEL SCHEDULES NO. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING N0. 1 LIGHTING 12 10.8 20 X 20 1 7.51 12 RECEPTACLES 2 3 LIGHTING 12 10.0 20 X 20 1 7.51 12 RECEPTACLES 4 5 SPARE 20 X 2P 70 151.71 4 AIR HANDLING UNIT W/10.0 KW HEAT 6 7 SPARE 20 X 151.71 4 8 9 SIGN - LIGHTING 12 10.0 20 X 2P 45 21.5 10 CONDENSING UNIT 10 11 SPARE 20 X 21.5 10 12 13 SPACE X SPACE 14 iS cPnrF X SPACE 16 17 SPACE I 1XISPACE 18 19 SPACE lxlSPACE 20 21 SPACE 1XI I I I ISPACE 22 23 SPACE I 1XISPACE 24 FEEDER: SEE RISER j20/208V., 50,4W. FEED: TOP MAIN: 12�A0 TRIM: SURFACE PHASE LOAD: M.VOLTS: LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: A 70. B 49.0 C 73.2 NOO PANEL IG NO. SERVING WIRE LOAD BRKR jAjBjCj BRKR LOAD WIREJ SERVING NO. I LIGHTING 12 10.8 20 X 1 1 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 10.2 20 XI 1 20 7.5 12 RECEPTACLES 4 5 SPARE 20 1XI 2P 40 31.7 8 AIR HANDLING UNIT W/6.0 KW HEAT 6 7 SPARE 20 X 31.7 8 8 9 SIGN - LIGHTING 12 10.0 20 X 2P 30 17,3 10 CONDENSING UNIT 10 11 SPARE 20 X 17.3 10 12 13 SPACE X SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X $PACE 22 23 SPACE I I X1 I I SPACE 1 24 FEEDER: SEE RISER FEED: TOP MAIN: 12LA0 TRIM: SURFACE PHASE LOAD: A 50.0 B5.0 4C 49.0 VOLTS: 120/208V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL III, 2B 30,4W. N0. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING NO. 1 LIGHTING 12 9.2 20 X 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 10.2 20 X 1 20 7.5 12 RECEPTACLES 4 5 LIGHTING 12 10.0 20 X 2P 80 61.3 4 AIR HANDLING UNIT W/12.0 KW HEAT 6 7 SPARE 20 X 61.3 4 8 9 SIGN - LIGHTING 12 10.0 20 X 2P 50 28.7 8 CONDENSING UNIT 10 11 SPARE 20 X 28.7 8 12 13 SPACE X SPACE 14 15 SPACE X1 I I SPACE 16 17 SPACE Ix I I ISPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X1 ISPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: k2 A0 TRIM: SURFACE PHASE LOAD: A 78.0 B 56.4 C 100.0 VOLTS: j20/208V „ LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOO PANEL IJ, 2A R 4W, NO. I SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING NO. I LIGHTING 12 5.0 20 X 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 9.4 20 X 20 7.5 12 RECEPTACLES 4 5 LIGHTING 12 12.5 20 X 2P 80 61.3 4 AIR HANDLING UNIT W/12,0 KW HEAT 6 7 SPARE 20 X 61.3 4 8 9 SIGN - LIGHTING 12 10.0 20 X 2P 50 28.7 8 CONDENSING UNIT 10 11 SPARE 20 X 28.7 8 12 13 SPACE X SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: �2�A0 TRIM: SURFACE PHASE LOAD: A 8 73.B 55 6 C 102.55 VOLTS: 120/208V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL 2F 30,4W, NO. SERVING WIRE LOAD BRKR jAjBjCj BRKR LOAD WIRE SERVING NO. 1 LIGHTING 12 10.8 20 X 1 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 10.2 20 X 20 7.5 12 RECEPTACLES 4 5 SPARE 20 X 2P 70 51.7 4 AIR HANDLING UNIT W/10.0 KW HEAT 6 7 SPARE 20 X 51.7 4 8 9 SIGN - LIGHTING 12 10.01 20 X 2P 45 21.5 10 CONDENSING UNIT 10 11 SPARE 20 X 21,5 10 12 13 SPACE X SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 1 20 21 SPACE X SPACE 122 23 SPACE X SPACE 1 24 FEEDER: SEE RISER FEED: TOP MAIN: 125A TRIM: SURFACE PHASE LOAD: A 70.0 B-42�2-C73.2 M.L.O. VOLTS: 120/208V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL 2G 30,4W. NO. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING NO, 1 LIGHTING 12 10.8 20 X 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 10.2 20RIXI20 7.5 12 RECEPTACLES 45 SPARE 20 2P 40 31.7 8 AIR HANDLING UNIT W/6.0 KW HEAT 67 SPARE 20 31.7 8 89 SIGN - LIGHTING 12 10.0 20 2P 30 17.3 10 CONDENSING UNIT 10 11 SPARE 20 17.3 10 12 13 SPACE SPACE 14 -15-1 SPACE X SPACE 16 17 SPACE 1XISPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE I I 1XISPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: I A0 TRIM: SURFACE PHASE LOAD: A 50.0 B 0 45.C 49,0 VOLTS: 102%08V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL 64C, NO. SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING NO. I LIGHTING 12 10.8 20 XI 1 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 10.2 20 1XI 20 7.5 12 RECEPTACLES 4 5 LIGHTING 12 10.0 20 HX 2P 80 61.3 4 AIR HANDLING UNIT W/12.0 KW HEAT 6 7 SPARE 20 X 61.3 4 8 9 SIGN - LIGHTING 12 1 10.0 20 2P 50 28.7 8 CONDENSING UNIT 10 11 SPARE 20 tx 28 7T 8 12 13 SPACE X SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE I I X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: 125A TRIM: SURFACE PHASE LOAD: A 79.6 B-5E 4 C 100.0 M.L.O. VOLTS: f20/208V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL 4D 0,4W. NO. SERVING WIRE LOAD BRKR jAjBjCj BRKR LOAD WIRE SERVING NO, 1 LIGHTING 12 11.0 20 X 20 7.5 12 RECEPTACLES 2 3 LIGHTING 12 8.3 20 X 20 7.5 12 RECEPTACLES 4 5 SPARE 20 Ix, 2P 70 51.7 4 AIR HANDLING UNIT W/10.0 KW HEAT 6 7 SPARE 20 X 51.7 4 $ 9 SIGN - LIGHTING 12 10,0 20 X 2P 45 21.5 10 CONDENSING UNIT 10 11 SPARE 20 21,5 10 12 13 SPACE ix SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X1 SPACE 20 21 SPACE SPACE 22 23 SPACE f 1XI I SPACE 1 24 FEEDER: SEE RISER FEED: TOP MAIN: 125A TRIM: SURFACE PHASE LOAD: A 7=B 47.3 C 73.2 M.L.O. VOLTS: �2004W08V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL 4E NO. SERVING WIRE LOAD BRKR A B ClBRKR LOAD WIREJ SERVING NO. 1 LIGHTING 12 14.2 20 X 1 20 6.0 12 RECEPTACLES 2 3 LIGHTING 12 11.0 20 X 20 6.0 12 RECEPTACLES 4 5 LIGHTING 12 10.0 20 X 20 6.0 12 RECEPTACLES 6 7 SIGN - LIGHTING 12 10.0 20 X 2P 60 34.2 6 CONDENSING UNIT 8 9 AIR HANDLING UNIT W/15.0 KW HEAT 3 77.0 2P 100 X 34.2 6 10 11 3 77.0 F XI 20 1 SPARE 12 13 SPARE 20 IX I I SPACE 14 15 SPARE 20 X I SPACE 16 17 SPARE 20 X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE T11 X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: 225A TRIM: SURFACE PHASE LOAD: A 64.4 B-12i_ _C93.0 M.L.O. VOLTS: 10204W 8V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NOD PANEL 6C NO. SERVING WIRE LOAD BRKR AlBICI BRKR LOAD WIRE SERVING NO. I LIGHTING 12 11.7 20 XI 11 20 6.0 12 RECEPTACLES 2 3 LIGHTING 12 10.0 20, XI 1 20 G.0 12 RECEPTACLES 4 5 LIGHTING 12 7.5 20 X 20 6.0 12 RECEPTACLES 6 7 SIGN - LIGHTING 12 10.0 20 X 2P 50 28.7 8 CONDENSING UNIT 8 9 AIR HANDLING UNIT W/12.0 KW HEAT 4 61.3 2P 80 X 28.7 8 10 11 4 61.3 XI 20 SPARE 12 13 SPARE 20 X SPACE 14 15 SPARE 20 X SPACE 16 17 SPARE 20 X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: 225A TRIM: SURFACE PHASE LOAD: A-C,4 1I-0 ,DC 74.8 M.L.O. VOLTS: 120/208V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NQO PANEL 6D 30,4W. NO, SERVING WIRE LOAD BRKR A BICI BRKR LOAD WIRE SERVING NO. I LIGHTING 12 10.8 20 X 1 1 20 7.51 12 RECEPTACLES 2 3 LIGHTING 12 10.2 20 X 1 20 7.51 12 RECEPTACLES 4 5 SPARE 20 X 2P 80 61.31 4 AIR HANDLING UNIT W/12.0 KW HEAT 6 7 SPARE 20 X 61.3 4 8 9 SIGN - LIGHTING 12 10.0 20 X 2P X 50 28.7 8 CONDENSING UNIT 10 11 SPARE 20 28.7 g 12 13 SPACE X SPACE 14 15 SPACE X SPACE 16 17 SPACE X SPACE 18 19 SPACE X SPACE 20 21 SPACE X SPACE 22 23 SPACE X SPACE 24 FEEDER: SEE RISER FEED: TOP MAIN: 125A TRIM: SURFACE PHASE LOAD: A 79.6 B 5 4 C 90.0 M.L.O. VOLTS: ]i0704J08V., LOCATION: REAR OF STORE MANUF: SQUARE D TYPE: NQO PANEL 6H N0. SERVINE; WIRE LOAD BRKR A B C BRKR LOAD WIPE SERVING NO. 1 SECURITY LIGHTING 81 5.5 2P 20 X 2P 20 i2,0 6 SITE LIGHTING 2 3 a 5.5 X 12.0 6 4 5 SECURITY LIGHTING 10 5.5 2P 20 X 2P 20 12.0 6 SITE LIGHTING 6 7 10 5.5 X 12.0 6 8 9 SITE LIGHTING 6 9.6 2P 20 X 2P 20 12.0 6 SITE LIGHTING 10 I1 6 9.6 X 12.01 6 12 13 PUBLIX CANOPY LIGHTING 10 10.1 2P 20 1 X 2P 20 12.0 6 SITE LIGHTING 14 i5 10 10.1 X 12.0 6 16 17 RECEPTACLES -ROOF 6 4.5 20 X 2P 20 12.0 4 SITE LIGHTING 18 19 TELEPHONE -RECEPTACLES 8 11 .0 20 X 12.0 y 1 20 21 TELEPHONE RECEPTACLES 8 12.0 20 X 2P 20 12.0 4 SITE LIGHTING 22 24 23 RECEPTACLES 8 6.0 20 X 12.0 4 25 RECEPTACLES -ROOF 6 3.0 20 X 3P 60 48.0 4 PYLON SIGN 26 27 RECEPTACLES -ROOF 6 3.0 20 X 48.0 4 28 29 RECEPTACLES -ROOF 6 3.0 20 X 48.01 4 30 31 CANOPY LIGHTING-PUBLIX 10 10.0 20 X 1 1 20 7.31 8 CANOPY LIGHTING BLDG 1 32 33 WALGREEN'S CANOPY LIGHTING 10 4.0 2P 20 X 20 9.01 8 CANOPY LIGHTING BLDG 2 34 35 10 4.0 X 20 SPARE 36 37 SPACE X 20 6.71 10 CANOPY LIGHTING BLDG 4 38 39 SPACE I XI 20 6,91 10 CANOPY LIGHTING-WALGREEN'S 40 41 SPACE X 20UU 6,3 8 CANOPY LIGHTING BLD6 6 42 FEEDER: SEE RISER FEED: TOP MAIN: 0A TRIM: NEMAA3R PHASE LOAD: A 156 1 B 156.1 C 134,9 VOLTS: y700/74W8V LOCATION: EXTERIOR OF MBCLDG 4 MANUF: SQUARE D TYPE: NOD PANEL "HP" i Es+a LGl.7L1VLJ LGl.7L1VLJ SYMBOL DESCRIPTION MOUNTING H.I.D. FIXTURE, CEILING TYPE, SEE FIXTURE SCHEDULE (EH INCANDESCENT OR FLUORESCENT LIGHT FIXTURE, WALL BRACKET SEE FIXTURE SCHEDULE ® FLUORESCENT FIXTURE SEE FIXTURE SCHEDULE b--{ FLUORESCENT STRIP SEE FIXT1- SCHEDULE X� EXIT FIXTURE SEE Flzfoi:c SCHEDULE CONCRETE POLE WITH TENON MOUNTED SEE FIXTURE SCHEDULE G LIGHT FIXTURES EMERGENCY BATTERY UNIT SEE FIXTURE SCHEDULE So, SWITCH, SINGLE POLE - LETTER 50" AFF OR AS NOTED INDICATES LIGHTS CONTROLLED T.C. TIME CLOCK TOP 60" AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 15A 14,' AFF OR AS NOTED -,. PANELBOARD 208Y/120V., 30, 4W SEE PANEL SCHEDULE QI (070A0 DISCONNECT SWITCH, SIZE/FUSE (60/40) TOP 60" AFF OR AS NOTED ® EXHAUST FAN OUTLET AS NOTED © TELEPHONE TERMINAL CABINET AS NOTED FIRE ALARM MANUAL PULL STATION SEE SPECIFICATIONS �-{ FIRE ALARM HORN SEE SPECIFICATIONS ® FIRE ALARM CONTROL PANEL SEE SPECIFICATIONS F T FLOW SWITCH AND TAMPER SWITCH OUTLET, JUNCTION OR PULL BOX, SURFACE AS NOTED OR REQUIRED OUTLET BOX WITH FLEX. CONDUIT CONNEC- TION TO EQUIPMENT OR DEVICE II- - DRIVEN GROUND, UNLESS NOTED OTHERWISE AS NOTED CONCEALED IN CEILING SPACE NUMBER OF WIRES /CONDUIT, OR WALL INDICATED AS FOLLOWS: TWO WIRES:--i"--- CONDUIT, IN FLOOR SLAB, CEILING SLAB OR UNDERGROUND THREE WIRES: - -- FOUR WIRES: HOME RUN TO PANEL (HASH MARKS INDICATE NUMBER OF WIRES) GROUNDING CONDUCTORS 0- CONDUIT RUN UP NOT SHOWN • CONDUIT RUN DOWN OREFER TO LIKE NUMBERED NOTES MECHANICAL DIFFUSER LOCATIONS ® SEE MECHANICAL DRAWINGS ABBREVIATIONS: AFF - ABOVE FINISHED FLOOR AHU - AIR HANDLING UNIT BFG - BELOW FINISHED GRADE C - CONDUIT CU - CONDENSING UNIT CW - COOL WHITE HID - HIGH INTENSITY DISCHARGE MCB - MAIN CIRCUIT BREAKER MLO - MAIN LUGS ONLY WP - WEATHERPROOF 1. ALL TELEPHONE CONDUIT 3/4" WITH 1" HOME RUNS UNLESS OTHERWISE NOTED. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. LAMPS MOUNTING REMARKS A METALUX 2G44OA-120 4-F40, RECESSED IN LAY -IN 2X4 STATIC TROFFER COOL WHITE T-GRID CEILING B METALUX 2GP2U6A-120 2-F40U, RECESSED IN LAY -IN 2X2 STATIC TROFFER COOL WHITE T-GRID CEILING C PROGRESS P3012 2-75W,A19 WALL MOUNTED ABOVE SINK @ 6'-6" A.F.F. D SURE-LITES LM-1-120 FURNISHED WITH WALL MOUNTED @ EMERGENCY LIGHT FIXTURE 16'' BELOW FINISHED CEILING E LIGHTOLIER 6790 1-32W WALL MOUNTED @ U.L. LISTED FOR CIRCLINE 11'-6" A.F.F. DAMP LOCATION F LIGHTOLIER 6792 1-30/40W, WALL MOUNTED @ U.L. LISTED FOR CIRCLINE 11'-6" A.F.F. DAMP LOCATION G. PRESCOLITE DAW07109-208 1-75W, METAL RECESSED IN DOWNLIGHT HALIDE CANOPY H HUBBELL PVL-0175H-11- 1-175W, METAL WALL MOUNTED @ WALL PACK 208V HALIDE 10'-0"A.F.F. I NOT USED J NOT USED K MCGRAW-EDISON CS21622-208- 2-400W, METAL POLE MOUNTED @ FOR TENON MOUNTING BZ HALIDE 35'-0" A.F.G. CONCRETE POLE - HUGHES 40 FOOT TYPE III CONCRETE POLE SURE-LITES UN-SR-W-120 FURNISHED WITH CANOPY MOUNTED SINGLE FACED EXIT SIGN ft. I FIXTURE TO BOTTOM OF LAY -IN IT WITH EMERGENCY BATTERY -GRID CEILING PACK ARGHITECTS & INTERIOR DESIGNERS 1197 PEACHTREE STREET N.E. COLONY SQUARE, ATLANTA, GEORGIA 30361 ENGINEER 2 THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33306 TELEPHONE (813) 360-8243 360-OSSB CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR. WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP DRAWING REVIEW AND s APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER 3 �( THAN MATHER GROUP. SHALL AUTOMATICALLY I RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS. SUITS OR LITIGATION BY s ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES N s ` i t PLAN ORIENTATION INDICATOR. S SECTION CUT LINES. THE 1 s - -INDICATES THE SECTION ", NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. ORIGIONAL SCALE SHOWS THE 1 INCH LENGTH OF ONE INCH ON THE 1 I ORIGIONAL FULL SCALE *� DRAWING. IT IS USED TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA FOR THE REFERENCING OF A-3 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS. DIRECTIONS. NOTES RESPONSIBILITIES. AND OBLI- GATIONS UNDER HIS PORTION OF THE WORK. a ¢ EACH TRADE HAS SPECIFIC § INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT- ERIALS, EQIPMENT. COOR- NOTES DINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED qp NATURE. AND ARE INTEGRAL TO THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAWINGS IN e DETAIL. 6 REV. I DATE I DESCRIPTION PROJECT TITLE - fi ST. LUCIE SQUARE ST. L U IE, FL 0 R IAA- 9 ORA41 I NG TITLE LEGEND & SCHEDULES GRAPHICS ENGINEERING DRAWN BY: CT.F DESIGNED BYs 5.4..T. CHECKED BY: A.t CHECKED BY 5-AT. APPROVED BY: -a. H_ APPROVED BY: 1C 1 INCH ORIGINAL SCALE ORIGINAL �'?�s ORG. RELEASE DATE /jam NO. C B A REV S a�. -1 5 10 SPECIFICATIONS F. 1 _.­_.H...,.—.... .01 GENERAL .10 OUTLET BOXES 1. STAND-BY BATTERIES SHALL BE OF THE GC-128 SERIES. BATTERY POWER SHALL AUTOMATICALLY CONNECT TO THE ALARM SYSTEM UPON FAILURE OF THE (A) THE WORK REQUIRED IN THIS SECTION SHALL BE DONE IN ACCORDANCE (A) CEILING OUTLET BOXES SHALL BE FOUR INCH OCTAGON TYPE OF"�Imat '�� �r COMMERCIAL POWER SOURCE. THE RESERVE BATTERY SHALL HAVE SUFFICIENT A PERIOD OF 24 AND STATE CODES AND GALVANIZED STEEL WITH A MINIMUM DEPTH OF 1-1/2". OUTLET BOXES ,�� CAPACITY TO MAINTAIN SUPERVISORY AND ALARM POWER FOR WITH THE LATEST EDITION OF THE N.E.C. LOCAL " HOURS. THE BATTERY SHALL BE HOUSED IN A CABINET WITH ACCESS TO THE REGULATIONS. FOR SWITCHES OR WALL RECEPTACLES SHALL BE 4" SQUARE, OF GALVANIZED STEEL, WITH A MINIMUM DEPTH OF 1-1/211. TELEPHONE BATTERY THROUGH A HINGED, LOCKED DOOR. THE CABINET SHALL BE FURNISHED .02 SCOPE OUTLET BOXES SHALL BE 4-11/16" SQUARE. WALL SWITCH OUTLETS SHALL TO MATCH THE FIRE ALARM CONTROL PANEL AND CONTAIN A SIMILARLY KEYED BE MOUNTED 44" ABOVE THE FLOOR; WALL RECEPTACLE SHALL GENERALLY CYLINDER LOCK. (A) THE WORK UNDER THIS DIVISION SHALL INCLUDE THE FURNISHING OF ALL BE MOUNTED 14" ABOVE THE FLOOR UNLESS OTHERWISE INDICATED ON LABOR AND THE FURNISHING OF ALL CONDUCTORS, CONDUITS, WIRING DRAWINGS. OUTLET BOXES FOR EXPOSED WALL MOUNTING SHALL BE CAST (I) MANUAL FIRE ALARM STATIONS: MANUAL FIRE ALARM STATIONS SHALL BE THE BG-10 DEVICES, WIRING, LIGHTING FIXTURES, SAFETY SWITCHES, AND ALL METAL TYPE. SERIES, NON -CODED, PULL LEVER TYPE COMPATIBLE WITH THE AUTOMATIC FIRE DETECTING DEVICES INSTALLED. WHERE STATIONS ARE TO BE SEMI -FLUSH MOUNTED, OTHER APPARATUS AND ACCESSORIES INDICATED, SPECIFIED OR REQUIRED FOR A COMPLETE POWER AND LIGHTING SYSTEM, INCLUDING ELECTRICAL .11 WIRING DEVICES THE ENCLOSURES SHALL BE PROVIDED BY THE MANUFACTURER. WORK REQUIRED IN OTHER DIVISIONS AND PROVISIONS FOR TELEPHONES AS (J) SPRINKLER WATER FLOW DETECTOR: THE SPRINKLER SYSTEM SHALL BE CONNECTED TO INDICATED. (A) SWITCHES: 20 AMP, 120/277 VOLT RATING, SPECIFICATION GRADE, IVORY SWITCHES SHALL BE FLUSH QUIET TOGGLE TYPE. THE FIRE ALARM SYSTEM SUCH THAT THE ACTIVATION OF THE SPRINKLER SYSTEM SHALL SOUND AN ALARM. SEE FIRE PROTECTION DRAWINGS FOR EXACT LOCATIONS. .03 GENERAL REQUIREMENTS (B) WALL RECEPTACLES: DUPLEX RECEPTACLES SHALL BE FLUSH TYPE, 15 (A) THIS CONTRACTOR, PRIOR TO SUBMITTING HIS BID, WILL BE HELD TO AMPERES, 125 VOLTS RATING, WITH PARALLEL SLOTS AND DOUBLE SIDE (K) HORNS: THE HORNS SHALL BE THE HDS SERIES. OPERATING VOLTAGE SHALL BE HAVE VISITED THE SITE OF THE WORK, TO HAVE EXAMINED THE DRAWINGS, CONTACTS. RECEPTACLES SHALL BE GROUNDING TYPE IVORY, 24VDC. PROVIDE ALL NECESSARY FLUSH MOUNTED BACK BOXES AS REQUIRED. SPECIFICATIONS AND OTHER DOCUMENTS RELATIVE TO THE ENTIRE WORK; SPECIFICATION GRADE. (L) FIRE ALARM ZONES TO HAVE FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS AND THE MANNER IN WHICH THEY WILL AFFECT HIS WORK; TO HAVE FAMILIARIZED (C) WALL PLATES SHALL BE IVORY BAKELITE IN SHOP AREAS. HIMSELF WITH THE GENERAL TYPE OF CONSTRUCTION AND ITS RELATION TO ZONE NO. AREA DESIGNATION HIS WORK, AS WELL AS THE RELATION OF HIS WORK TO THAT OF ALL .12 SAFETY SWITCHES 1 BUILDING NO. 1 2 BUILDING NO. 2 OTHER TRADES. (A) SAFETY SWITCHES SHALL BE HEAVY DUTY FUSIBLE TYPE OR NON -FUSIBLE 3 PUBLIX MATERIALS AND WORKMANSHIP TYPE AS INDICATED ON DRAWINGS. 4 BUILDING NO. 4 .04 5 WALGREENS 6 (A) ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF .13 LIGHTING FIXTURES 6 BUILDING N0. I.E.E.E., NEMA AND THE UNDERWRITER'S LABORATORIES, INC., WHERE 7 SPARE SUCH STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR TYPE OF (A) LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED COMPLETED IN 8 SPARE MATERIAL IN QUESTION. ALL RESPECTS, INCLUDING LAMPS AS LISTED IN THE FIXTURE SCHEDULE ON THE DRAWINGS. ALL FIXTURES SHALL BE PROPERLY AND CAREFULLY (M) WIRING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL (B) ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER AND SHALL PRESENT SUPPORTED AND ALIGNED; THIS CONTRACTOR SHALL FURNISH ALL ELECTRICAL CODE AND NFPA PAMPHLET #72. THE FIRE ALARM SYSTEM, INCLUDING A NEAT AND MECHANICAL APPEARANCE WHEN COMPLETED. NECESSARY SUPPORTS FOR FIXTURES. RACEWAYS AND WIRING, SHALL BE COMPLETELY INSTALLED AND WIRING SHALL BE PROPERLY TAGGED AND COLOR CODED. ALL EQUIPMENT SHALL BE INSTALLED AND CODES PERMITS AND INSPECTIONS Am, (B) FLUORESCENT LAMPS SHALL BE COOL WHITE AS INDICATED IN THE FIXTURE' CONNECTED AS REQUIRED BY THE MANUFACTURERS WIRING INSTRUCTIONS. .05 SCHEDULE. (A) THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT APPLYING TO THE MANUFACTURERS AUTHORIZED REPRESENTATIVE SHALL PERFORM A QUALITY ELECTRICAL INSTALLATIONS, THE LATEST EDITION OF THE NATIONAL 14 MISCELLANEOUS EQUIPMENT WIRING .mow-` •���- --"_ wry•- '•' INSPECTION AND IN THE PRESENCE OF THE CONTRACTOR AND OWNERS REPRESENTATIVES SHALL PERFORM A COMPLETE FUNCTIONAL TEST OF THE SYSTEM. ELECTRICAL CODE AND LOCAL CODES. (A) THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL EQUIPMENT FURNISHED SYSTEM OPERATION TEST SHALL BE REQUIRED BEFORE ACCEPTANCE. (B) ANY PERMITS REQUIRED SHALL BE OBTAINED., AFTER COMPLETION OF THE BY OTHERS, AS INDICATED ON THE DRAWINGS. 4x ,x= 1,nF '" ^Y 0) UPON ACTUATION OF ANY ALARM OR TROUBLE SIGNAL, THE FIRE ALARM CONTROL WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES. .15 TELEPHONE RACEWAYS PANEL SHALL BE MONITORED BY A U.L. APPROVED CENTRAL STATION. (C) ALL PERMITS FOR INSTALLATION, INSPECTION, CONNECTIONS, ETC., (A) FURNISH AND INSTALL THE OUTLET AND RACEWAY SYSTEM FOR TELEPHONES ;,R (P) ALL COMPONENTS, PARTS AND ASSEMBLIES SUPPLIED BY THE MANUFACTURER SHALL BE SHALL BE TAKEN OUT AND PAID FOR BY THE ELECTRICAL CONTRACTOR AS A AS INDICATED ON THE DRAWINGS; RACEWAYS SHALL BE OF THE SAME GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 12 PART OF THE WORK UNDER THIS DIVISION OF THE SPECIFICATIONS Y SPECIFICATIONS AS FOR POWER RACEWAYS AND SHALL BE PROVIDED WITH MONTHS COMMENCING UPON START UP AND BENEFICIAL USE, AT WHICH TIME THE N0. 12 GALVANIZED PULL WIRE. NO TELEPHONE RACEWAY SHALL CONTAIN � SYSTEM IS PROTECTING PROPERTY OR OCCUPANTS PROVIDED SUCH DEFECTS ARE NOT .06 DRAWINGS :�x AND SCHEDULESaTte" k� £�f e�T s x'Y t' ," MORE THAN TWO 90° BENDS OR EQUIVALENT. SOUTHERN BELL TELEPHONE CAUSED BY MISUSE, ABUSE, NEGLECT, UNAUTHORIZED TAMPERING OR MODIFICATION '.. COMPANY WILL FURNISH ALL TELEPHONES, CABLES AND OTHER EQUIPMENT OR ACTS OF GOD. WARRANTY SERVICES SHALL BE PROVIDED BY A QUALIFIED (A) DRAWINGS: THE ELECTRICAL DRAWINGS ARE PARTLY DIAGRAMMATIC AND FACTORY TRAINED REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER DURING NORMAL INDICATE THE GENERAL ARRANGEMENT AND EXTENT OF THE ELECTRICAL .16 FIRE ALARM SYSTEM WORKING HOURS, MONDAY THRU FRIDAY, EXCLUDING HOLIDAYS. THE REPRESENTATIVE WORK, BUT EXACT LOCATION AND ARRANGEMENT OF PARTS SHALL BE SHALL BE BASED IN A FULLY STAFFED BRANCH OFFICE LOCATED WITHIN A DETERMINED AS THE WORK PROGRESSES TO CONFORM IN THE BEST POSSIBLE (A) THE WORK INCLUDED UNDER THIS SECTION OF THESE SPECIFICATIONS CONSISTS OF REASONABLE DISTANCE FROM THE JOB SITE WITH AN ADEQUATE SUPPLY OF REPAIR MANNER, WITH THE SURROUNDINGS. FURNISHING ALL MATERIAL AND EQUIPMENT AND PERFORMING ALL LABOR AND PARTS. THE MANUFACTURER SHALL NOT BE LIABLE FOR CONSEQUENTIAL DAMAGES. SERVICES NECESSARY FOR THE COMPLETE INSTALLATION OF THE FIRE ALARM SYSTEM THE MANUFACTURER'S STATEMENT OF WARRANTY SHALL BE INCLUDED IN THE (B) THE DRAWINGS ARE DESIGNED AS PER THE LATEST EDITION OF THE AS SHOWN ON THE DRAWINGS AND HEREINAFTER SPECIFIED. SUBMITTALS. NATIONAL ELECTRICAL CODE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADVISE THE ARCHITECT OF ANY CONFLICTS BETWEEN THE NATIONAL (B) GENERAL - THE CONTRACTOR SHALL FURNISH, INSTALL AND PLACE IN OPERATING .17 TESTING AND DRAWINGS ELECTRICAL CODE AND LOCAL CODES. FAILURE TO DO SO DOES NOT CONDITION AN ELECTRONICALLY OPERATED, CLOSED CIRCUIT FIRE ALARM SYSTEM AS RELIEVE THE CONTRACTOR'S OBLIGATION UNDER THIS CONTRACT AND WORK DESCRIBED HEREIN AND SHOWN ON THE PLANS. ALL UNITS OF THE ALARM SYSTEM (A) ALL WIRING AND EQUIPMENT FURNISHED AND INSTALLED BY THIS CONTRACTOR REQUIRED TO COMPLY WITH THE APPLICABLE CODES SHALL BE INSTALLED SHALL BE LISTED BY UNDERWRITERS LABORATORIES FOR FIRE ALARM USE AND THE SHALL BE COMPLETELY TESTED AND LEFT IN PERFECT WORKING ORDER. AT NO ADDITIONAL COST. CONTROL PANEL SHALL BEAR THE UL LABEL. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND IN (B) TYPEWRITTEN BRANCH CIRCUIT INDEXES SHALL BE INSTALLED IN ALL PANELS. .07 DISCREPANCIES COMPLIANCE WITH APPLICABLE PROVISIONS OF STANDARDS #72 PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION. (C) IDENTIFYING NAME PLATES WITH WHITE LETTERS ON A BLACK BACKGROUND SHALL (A) IN CASE OF ANY DIFFERENCE BETWEEN THE DRAWINGS AND BE INSTALLED ON ALL SAFETY SWITCHES. SPECIFICATIONS, OR WHERE THE DRAWINGS AND SPECIFICATIONS ARE NOT (C) THE SYSTEM SHALL BE A NON -CODED FIRE ALARM SYSTEM. THE EQUIPMENT CLEAR OR DEFINITE, THE SUBJECT SHALL BE REFERRED TO THE PROJECT SPECIFIED IS THAT OF FIRE LITE AND CONSTITUTES THE TYPE AND QUALITY OF THE (D) CHANGES IN THE LOCATIONS OF CONDUITS, CONNECTION OF CIRCUITS AND ANY ENGINEER FOR DECISION AND WRITTEN INSTRUCTIONS. �»¢.'"fq ^ "T!, EQUIPMENT TO BE FURNISHED. IDENTICAL EQUIPMENT AS MANUFACTURED BY GAMEWELL OR ADT MAY BE APPROVED. OTHER DATA DIFFERENT FROM THE CONTRACT DRAWINGS SHALL BE NOTED BY THE CONTRACTOR ON A SET OF PRINTS TO BE FURNISHED BY AND RETURNED TO THE .08 CONDUITSr PROJECT ENGINEER AFTER COMPLETION OF THE INSTALLATION. (D) THE OPERATION OF ANY MANUAL FIRE ALARM STATION OR THE ACTUATION OF ANY (A) RIGID GALVANIZED STEEL CONDUIT SHALL BE USED WHERE SUBJECT TO AUTOMATIC FIRE DETECTING DEVICE SHALL ILLUMINATE THE SUPERVISED ZONE LAMP 18 GUARANTEE SEVERE MECHANICAL INJURY. AT THE CONTROL PANEL AND THE ZONE LAMP AT THE SUPERVISED REMOTE ANNUNCIATOR AND SHALL CAUSE ALL ALARM SIGNALS TO SOUND CONTINUOUSLY UNTIL (A) ALL ELECTRICAL WORK DONE UNDER THIS CONTRACT SHALL BE GUARANTEED IN (B) E.M.T. CONDUIT SHALL BE USED IN ALL SHOPS WHERE NOT SUBJECT TO SUCH TIME AS THE STATION OR DETECTOR IS RESTORED TO NORMAL AND THE CONTROL WRITING FOR ONE YEAR BY THE ELECTRICAL CONTRACTOR, SEVERE MECHANICAL INJURY. PANEL RESET SWITCH IS OPERATED. THE INTERNAL TROUBLE SIGNAL SHALL SOUND ON ALARM AS WELL AS WHEN THERE IS A TROUBLE IN THE SYSTEM. 19 FINAL REVIEW (C) ALL EXPOSED CONDUIT SHALL BE RUN PARALLEL WITH WALLS OR CEILINGS. _ (E) CONTROL PANEL: THE CONTROL PANEL SHALL CONSIST OF SYSTEM SENSISCAN 1000 — (A) AT A TIME DESIGNATED BY THE ARCHITECT/ENGINEER, THE ENTIRE SYSTEM (D) ALL CONDUITS CUT SHALL BE REAMED TO REMOVE ANY SHARP EDGES THAT ` (EIGHT ZONES. SIX ACTIVE AND TWO SPARES) PLUG-IN MODULE AND RACK SHALL BE REVIEWED. THE CONTRACTOR SHALL BE PRESENT AT THIS REVIEW. MAY DAMAGE THE WIRES TO BE PULLED IN ASSEMBLY. THE MOUNTING RACK SHALL BE INSTALLED IN A SURFACE CABINET AS s tw E INDICATED ON THE PLANS. ALL SWITCHES INDICATOR LAMPS AND METERS SHALL BE a X ai (E) BRANCH CIRCUIT WIRING RUN CONCEALED IN WALLS AND CEILINGS MAY BE VISIBLE AND ACCESSIBLE. EACH MODULE SHALL BE IDENTIFIED AS TO ITS N INSTALLED IN UNDERWRITER'S APPROVED GALVANIZED THIN WALL CONDUl FUNCTION WITH PROVISIONS FOR IDENTIFYING AREAS, ZONES OR FLOORS PROTECTED w` b»fix WITH COMPRESSSION OR SET SCREW TYPE FITTINGS"4rtaa z �i.� THE FIRE ALARM CONTROL PANEL SHALL PERFORM, BUT NOT NECESSARILY BE LIMITED£' �T s TO THE FOLLOWING FUNCTIONS: w r § �y (F) ALL WIRING UNDERGROUND OR IN THE SLAB SHALL BE RUN IN RIGID THICK M WALL GALVANIZED STEEL CONDUIT. P.V.C. SCHEDULE 40 CONDUIT OF (F) THE CONTROL PANEL SHALL OPERATE FROM A 120V AC INPUT SUPPLY AND BE CAPABLE *' PROPER SIZE SHALL BE PERMITTED FOR UNDERGROUND USE ONLY USE 4 C POWER OF OPERATING FROM A STAND-BY BATTERY. IT SHALL PROVIDE 2VOLT D v THICK WALL 900 STEEL ELBOWS TO PIERCE SLAB FOR ALL CONTROL -PANEL MODULES AND SUPERVISED CIRCUITS. THE CONTROL PANEL SHALL PROVIDE AN ALARM -RESET SWITCH, PROVISION FOR REMOTE RESET, SEPARATE WIRE a AND CABLE GROUND -FAULT INDICATOR, A LAMP TEST SWITCH, TROUBLE SILENCING SWITCH, .09 SEPARATE SYSTEM TROUBLE INDICATOR, AUDIBLE TROUBLE INDICATION WITH RING (A) ALL CONDUCTORS SHALL BE COPPER WITH THW INSULATION UNLESS BACK POWER -ON INDICATOR AND PROVIDE FOR CONNECTION OF A SEPARATE TROUBLE" � . OTHERWISE INDICATED ON DRAWINGS. SIGNAL POWER SUPPLY.`. (G) THE CONTROL PANEL SHALL BE CAPABLE OF TRANSMITTING A SIGNAL VIA TELEPHONE rn.ri LINES TO A U.L. APPROVED CENTRAL STATION. uffMZ (H) STAND-BY POWER SUPPLY: A BATTERY CHARGER MODULE WILL BE AN INTEGRAL PART OF THE CONTROL PANEL AND PROVIDE A CONSTANT TRICKLE CHARGE TO MAINTAIN THE x EMERGENCY POWER SUPPLY AT PEAK RESERVE POWER. THE CHARGER WILL - AUTOMATICALLY SWITCH TO A HIGH RATE CHARGE WHEN THE BATTERY VOLTAGE DROPS = w£ BELOW 86% OF FULL CHARGE CAPACITY. THE BATTERY CHARGER SHALL FEATURE A ,; 4 "w w `tea LOCK -IN TARGET DROPINDICATOR TO MONITOR THE SYSTEM OPERATING POWER, RESET .j SWITCH, AMMETER AND VOLTMETER ; ARCHITE' THE KIRKLAND G ARCHITECTS & INTERIOR DESIGNERS 1197 PEACHTREE STREET N.E. COLONY SQUARE, ATLANTA, GEORGIA 30361 ENGINEER v1��Q THE MATHER GROUP INC. CONSULTING ENGINEERS 431 COREY AVE, ST. PETE BEACH, FLORIDA 33a06 TELEPHONE (813) 360-8243 360-0658 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR. ' WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP DRAWING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER s THAN MATHER GROUP. SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS. SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERSTOOD FOR ADDITIONAL CONDITIONS. NOTES k E PLAN ORIENTATION INDICATOR. s a SECTION -CUT LINES. THE 1 INDICATES THE SECTION LM NUMBER. M2 INDICATES WHERE ' SECTION IN SHOWN IN DETAIL. ORIGIONAL SCALE SHOWS THE 1 INCH LENGTH OF ONE INCH ON THE ORIGIONAL FULL SCALE DRAWING. IT IS USED TO SET - SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. u TYPICAL COORDINATION AREA FOR THE REFERENCING OF A — 3 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. 5 'F EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS. NOTES RESPONSIBILITIES. AND OBLI— GATIONS UNDER HIS PORTION OF THE WORK. EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT— ERIALS. EQIPMENT. COOR— NOTES OINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO I THE EXECUTION OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAWINGS IN DETAIL. 6 ti m : 8 REV. OATS DESCRIPTION PROJECT TITLE ST. LUCIE SQUARE ST. LUCIE, FLORIDA " DRAWING TITLE s SPLC IC iA I'ICN' GRAPHICS ENGINEERING ORAL BY: G.F. OESIGNEO SYt S.A.T• CHECKED BY: 5.A:r CHECKED BYt 5.,bi APPROVED BY: $.M. APPROVED BY: .M. 1 INCH ORIGINAL SCALE ORIGINAL 12/IAORG. �� RELEASE DATE A3 NO. REV K I H F E N B A ARCHITECT THE KIRKLAND GROUP T 4 C; 10 Il P_�-1 -- J-- -I- Wr-ot22, 84, aq UH-T-' PA11 LPb-2D-I 4 1 a -um W� 1 "`xs m mpr- 545,1,54- lw �plami"Im'd I I I -- I I I it i q pug I AE? AT � GFI I CPA 71q I S f.PA 8,10-[,PA- 4, G L.PA 3, 1(000 1(aGY? 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Fes' INTERIOR DESIGNERS �CT6PlOP_1 001GN. ONE G -)f4JIT J(o-d' LONG. FI'-OVIPE FULL %T OF W THP-E� CONDUITS 1 197 PEACHTREE STREET N.E. OUT 11/2" FP_OM FAC> OF COLONY SOUARE, bLOCa -b ':�;ICpN �-�' ATLANTA �,5 pNp qp��I I--cJ GEORGIA 30361 `--HEST FOPS &XF ENGINEER LOCATION. 31GN ON PANEL 5P- J. THE MATHER GROUP INC. CONSULTING ENGINEERS 3 431 COREY AVE, ST. PETE BEACH, FLORIDA 33306 TELEPHONE (813) 360-8243 360-OSSB CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR. WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE - T} IE UC4- rcj TO e*- ON PLANS, WITHOUT SHOP DRAWING REVIEW AND APAP�ATI✓ GIP�GUIT APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON, BY ANY PERSONS OTHER THAN MATHER GROUP, SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE - 20o W NON - 5W ITCH OUFL ET PLANS AND SHALL BE READ AND UNDERSTOOD IN G5ILING FOP--) 51LENF FOR ADDITIONAL CONDITIONS. AL.AP-�M. NOTES N u O E PLAN ORIENTATION INDICATOR. S SECTION CUT LINES. THE 1 z e4CoN, 48'-3"LONG 42" HIGH INDICATES THE SECTION G P-GU IT6. F=7-�OL MZ NUMBER. M2 INDICATES WHERE FULL e(-,T OF THP?E-A0PA SECTION IN SHOWN IN DETAIL. C.ONI;ltITS 1 Y'2" OUT F1'-1OM FACX-, OF bLXn e)e-Fi ORIGIONAL SCALE SHOWS THE APrGI n-E,,CJT-5 ���-'F' � ' 1 I NCH I LENGTH OF ONE INCH ON THE �JIC'7N CiONTA1 F _\JGj FOP -I ORIGIONAL FULL SCALE �XAGT LOr4A-FION. LLJJ--LLJJ--II 11 iL LJL DRAWING. IT IS USED TO SET ON CjIC-7N F'A1�IE L. SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. TYPICAL COORDINATION AREA FOR THE REFERENCING OF A-3 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE. DATE. EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS, NOTES RESPONSIBILITIES. AND OBLI- GATIONS UNDER HIS PORTION OF THE VORK. EACH TRADE HAS SPECIFIC -PANELS LFPA AMC ' -1 INSTRUCTIONS AS TO THE / CONSTRUCTION METHODSMAT- KEY . ERIALS. EQIPMENT, COOR- DINATION WITH OTHER TRADES. - (.PA - 1� NOTES ETC. THAT ARE OF A DETAILED NATURE, ANDARE INTEGRAL TO THE EXECXEC OF OF THE CONSTRUCTION KEY NOTES TO EXPLAIN THE DRAWINGS IN DETAIL. I eP1- J, 2, 514 THEE LICGHTS TO P., ON A GIP-)GUIT "LIQUOP-15" s✓XT t-�IOP-) ✓ICON. ONE CV-)C4I7, 6-0" LONG. PP-)OVIOE, FULL -�T OF THP�EAL_AED GONQU FF5 J i'2` OUT FP -)OM FAGS OF rl�. �E-- SIGN GONT-P-). F L AN5 ANO APIC.HiT1=GTs SHEET FOP-) EXAGT LOGA-Flow. ecnm ON PAme-L SP 1. THE✓5E, L IL44 T5 TO I� ON A SAP TAT GIP�GUIT FOR PERMIT ONLY 01 � % SN�� �12 Oil �L 1zIC Nt%IGA UN�-G UL � AL i fi N�12 >i f DATE DESCRIPTION PROJECT TITLE ST. LUCIE SQUARE ST. LUCIE, FLORIDA 9 DRAWING TITLE WA"_GRE_I NS FLOOR LiGHTri GRAPHICS ENGINEERING DRAWN BY: _ GF DESIGNED BY — CHECKED BY: SbT CHECKED SYt Sm APPROVED BY: EM APPROVED SYt 1 INCH ORIGINAL SCALE I I I 1 I S- ORIGINAL DRG. 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'�. ! .•'�` .<'...� `t a -.: Yr�,srn s#:.."�N',.,?✓,Mx�tn.,.w:�.,:s:'1i?�."Y£�L,�:�: .t�Vx �::�rib.,��:.. ..�. ra—.. Y. �) 4t 11 ��� ., _.v. ._�..� �eR`"Y $'. �. ;n.z,:,_�1`�, � • . #n�, s i 1 .kv b3t�^r. -.�� PW 9:'. i'i 4 :.M�. 3.. w-*�s.:�,.�}..��.di&.k.,�..�+�ali3:�., i; � _.. �? , �-+r5�r�+s E '����"�, s`.i � ��,.�Y "'�'I-�F•. ,�,t�+',•t`: ONE I ARCHITECT THE KIRKLAND GROUP ARCHITECTS & INTERIOR DESIGNERS 1197 PEACHTREE STREET N.E. COLONY SOUARE, ATLANTA, f`w ORG1A 30361 NEER cl- THE MAT, ,Lrx F" LJLJP I NC. CONSULTING ENGINEERS c3` ;'OREY AVE, ST. PETE BEACH, FLORIDA 33706 'ELEPHONE (813) 360-8243 360-0558 CONDITIONS THESE PLANS ARE THE PROPERTY OF MATHER GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGES TO -THESE PLANS, REGARDLESS OF HOW MINOR. WITHOUT MATHER GROUP'S WRITTEN APPROVAL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP DRAWING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON. BY ANY PERSONS OTHER THAN MATHER GROUP. - SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. WRITTEN SPECIFICATIONR ACCOMPANY THESE PLANS AND SHALL BE R;, AND UNDERSTOOD FOR ADDITIONAL CONOITP,: NOTE..- N PLAN ORIENTATION INDICATOR. S SECTION CUT LINES. THE I r7 INDICATES THE SECTION M Z NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. i INCH ORIGIONAL SCALE SHOWS THE LENGTH OF ONE INCH ON THE ORIGIONAL FULL SCALE Lll_l_L_L.L.LJ DRAWING. IT IS USED TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED 1 OR REDUCED. TYPICAL COORDINATION AREA !, FOR THE REFERENCING OF A —3 REVISIONS TO THEN DRAWING AFTER THE ORIGINAL DRAWING ISSUE DATE. I EACH TRADE HAS SPECIFIC GENERAL INSTRUCTIONS, DIRECTIONS. NOTES RESPONSIBILITIES. AND OBLI— GATIONS UNDER HIS PORTION OF THE WORK. EACH TRADE HAS SPECIFIC INSTRUCTIONS AS TO THE KEY CONSTRUCTION METHODS, MAT— ERIALS. EQIPMENT, COOR— NOTES DINATION WITH OTHER TRADES, ETC. THAT ARE OF A DETAILED NATURE, AND ARE INTEGRAL TO THE -EXECUTION OF THE CONSTRUCTION KEY NOTES TO i EXPLAIN THE DRAWINGS. IN DETAIL. 0 4 ll i _ 37 L I !„• 3 Qr`� ''� +K'aii mk !hatp� 'a. 1 XYr`N."aItY,l IN &l'Y- / #s .: E: •'�� -, s �n � � e��s■���� 1 �`��IJJECT TITLE PANE•; PANEL - PANEL n LFIGn LPD" POWER DISTRIBUTION as DIAGRAM PAIJEL I I PSP EL "LPA' wl E a ELECTRICAL INDICATION SCHEDULE NOTE: REFERENCE TO HEIGHT OF OUTLET OR RECEPTACLE SHALL BE MEASURED FROM FINISHED SALES AREA FLOOR TO CENTER LINE OF OUTLET OR RECEPTACLE. OUTLET ON WALL 31-6" ABOVE FINISHED FLOOR, FOR EMPLOYEE TIME CLOCK, SWITCH FROM LIGHTING PANEL WITH LOCK -ON SWITCH. (SOLID CONNECTIONS) 7 RECEPTACLE LOCATED AS SHOWN 3'-O" ABOVE FINISHED SALES AREA FLOOR. FOR BIOLOGICAL REFRIGERATOR. SEPARATE CIRCUIT FROM CARTRIDGE FUSE PANEL. 09 OUTLET BOX ABOVE CEILING FOR RECESSED STERLING SQ-150-C VESTIBULE LIGHT, NUMBER OF FIXTURES AS INDICATED. 12 OUTLET BOX IN WINDOW HEAD FOR STERLING FLUORESCENT STRIP. 14 OUTLET BOX IN SOFFIT 7'-6" ABOVE FINISHED FLOOR CONNECT TO STERLING SF-140 FLUORESCENT STRIP, SEE DETAIL *ED-IP, LENGTH OF STRIP AS SHOWN. 15 OUTLET BOX IN CEILING FOR SLIMLINE LIGHTS (WATTAGE AS SHOWN). SEE DETAIL *ED-33. 19 CLOCK OUTLET 10'-0'' (OR AS NOTED) ABOVE FINISHED FLOOR. SEE INTERIOR ELEVATIONS. CONNECT TO SAME CIRCUIT USED FOR TIME CLOCK FOR AIR CONDITIONING CONTROLS. 21 OUTLET BOX ON COLUMN TOP 0'-4" MAXIMUM ABOVE FLOOR CONNECTED TO R=.TACLZ,-IN BOTTOM SHELF 0'-6" OUT FROM REAR OF FIXTURE, 35OW EACH. 22 FLOOR JUNCTION BOX CONNECTED TO RECEPTACLE 0'-2-1/2" UP IN FACE OF BASE -MOUNT HORIZONTAL. 23 FLOOR JUNCTION BOX CONNECTED TO RECEPTACLE UP IN FACE OF BASEMOUNT HORIZONTAL. 27 FLOOR JUNCTION BOX CONNECTED TO RECEPTACLE, HEIGHT AS NOTED. 28 FLOOR JUNCTION BOX CONNECTED TO CASE LIGHTS, AND CASE LIGHTS IN ADJACENT CASES. 29 FLOOR JUNCTION BOX CONNECTED TO RECEPTACLES. SEE DETAIL *ED-12A. 30 GROUNDED FLOOR OUTLET, FOR ELECTRIC GATES, FURNISHED BY WALGREENS. 32 WATERPROOF OUTLET IN FLOOR, WATTS AS NOTED. s. 34 PUBLIC PHONE (PROVIDE CONDUIT FROM TELEPHONE CABINET). 35 RX DEPARTMENT PHONE, SYSTEM "B" LISTED "PRESCRIPTIONS ONLY". (PROVIDE CONDUIT FROM TELEPHONE CABINET). SEE DETAIL *ED-20. 36 STORE (RX RECEIVING) PHONE SYSTEM "A" LISTED "STORE INFORMATION ONLY". PROVIDE CONDUIT FROM TELEPHONE CABINET, WITH 6 EXTENSIONS. SEE DETAIL s ED-20. " 37 EXTENSION PHONE (PROVIDE CONDUIT FROM CABINET) ON SYSTEM "A". 3 TELEPHONE CABINET PROVIDE NOW. OUTLET FOR CABINET (LOCATED ETC. TO BE APPROVED BY LOCAL TELEPHONE COMPANY) RELOCATE IF NECESSARY TO SUIT WALGREENS LAYOUT. 40, OUTLET FOR DOOR BELL TRANSFORMER AND 8'-0" FLUORESCENT FIXTURE (WITH LAMPS). THE 8'-0" FIXTURE ON CHECKERS TABLE TO BE FURNISHED BY , 41 PUSH BUTTON FOR DOOR BELL LOCATED IN STOCKROO144 F43 KEY SWITCH -FOR ROLLING GRILL, MOUNTED 8" ABOVE FINISHED FLOOR, CONNECT INTERLOCK, PROVIDED BY GRILLE MFG. 208V, 1B. 44 OUTLET BOX (5'-0" UP, ON SEPARATE SWITCH) FOR STORE SOUND EQUIPMENT, 46 FLOOR OUTLET FOR PLUGMOLDS TO BE MOUNTED ON FIXTURE. SEE DETAIL. D- 12C. 48 OUTLET BOX IN SOFFIT 7'-6" ABOVE FINISHED FLOOR CONNECT TO STERLING R- 240-H, 50'-0" LONG. SEE DETAIL *ED-3L. •. -_ -- •-. 49 CONDUIT THRU FLOOR LOCATED IN FOOT AREA, JUNCTION BOX CONNECTED TO 5'- 0" PLUGMOLD #20G 512 MOUNTED ON PARTITION ABOVE DESK. SEE WALGREENS YSUPERINTENDENT. N 56 3'-0" PLUGMOLD, MOUNT TOP OF STRIP AT TOP OF KICKPLATE. CONNECT TO FLOOR OUTLET UNDER CASES AS SHOWN. 60 ACTION PHONE. 61 CEILING SPEAKER.` � 62 SOUND SYSTEM. 63 HORN (SPEAKER 10'-O" .ABOVE FINISHED FLOOR). 67 EMPTY CONDUIT UP 'i0 JUNCTION BOX IN AREA ABOVE CEILING. 68 JUNCTION BOX 4" ABOVE FLOOR FOR SOUND SYSTEM WITH EMPTY CONDUIT BELOW FINISHED FLOOR. 69 JUNCTION BOX 4" F,30''JE FLOOR, FOR SOUND ,YSTE" 4ITP: BASEMENT CEILING. 70 CONDUIT UP FROM BASEMENT CEILING TO AREA ABOVE FINISHED SALES AREA CEILING CONNECTIONS TO SPEAKER. RISER DIAGRAM NOTES ------- TWO SETS OF 4-600 MCM THW COPPER CONDUCTORS IN A 3-1/2'' CONDUIT EACH. ALSO INSTALL ONE SPARE 3-1/2" CONDUIT. Q2 800 AMP, 240 VOLT, 3 POLE NEMA TYPE 1 MANUALLY OPERATED FUSIBLE TYPE BOLTED PRESSURE SWITCH FUSED AT 800 AMPS. EQUAL TO SQUARE D BOLT -LOCK SERIES. ( #3/0 COPPER GROUNDING':. CONDUCTOR. GROUND PER NEC, STATE AND LOCAL CODES. 4Q TWO SETS OF 4-600 MCM THW COPPER CONDUCTORS IN A 3-1/2" CONDUIT EACH. 5Q 4#3 THW COPPER CONDUCTORS IN A 1-1/4" CONDUIT. © 4#8 AND 1#8 THW COPPER ISOLATION GROUND THW COPPER CONDUCTORS IN A 1" CONDUIT. CONNECT ISOLATION GROUND TO SERVICE GROUND. Q7 4#6 THW COPPER CONDUCTORS IN A 1" CONDUIT. ® 4#1/0 THW COPPER CONDUCTORS IN A 1" CONDUIT. 9Q 4#8 THW COPPER CONDUCTORS IN A I" CONDUIT. 10 LIGHTNING ARRESTORS - TWO SQUARE D CATALOG NO. J9200-10 OR APPROVED EQUAL. �> CURRENT TRANSFORMER CABINET SIZE AS REQUIRED BY FLORIDA POWER AND LIGHT COMPANY. n 1" FMPTY rONDUIT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 13 METER AND SOCKET FURNISHED AND INSTALLED BY FLORIDA POWER AND LIGHT COMPANY. NO,�- "iG WIRE LOAD BRKR] A'B C I BRKR LOAD WIRE' SERVING 1 12 5.0 20 X 20 9.8 12 SALES FRONT 3 - 12 11.7 20 X 20 13.3 12 SALES LIGHTS ! '1.3 2, X 20 11.7 12 SALES LIGHTS 6 20 13.3 12 SALES LIGHTS 8 FT � � 20 13.3 12 SALES LIGHTS 10 !; 7 20 9.6 12 SALES RIGHT I2 20 9.6 12 SALES RIGHT 14 12 VESTIBULE LIGHTS 16 7 ! 5 12 SOFFIT LIGHTS 18 L'5 10 20 0 I 30 19.5 10 REFRIGERATOR CASE 0 12 PLUGMOLD 24 25 12 GONDOLA RECEPTACLE 26 27 2 GONDOLA RECEPTACLE 28 29 PLUGMOLD 20 11,6 12 LIGHTS PRESCRIPTION 30 31 BATTERY LIGHTS 20 11:612 LIGHTS PRESCRIPTION 32 -- - 34 35 20 L 0 ICE CREAM CASE 36 - -. 31 SI ' A SP�Q7 38 39 40 41 42 - FEEDER kroeR FeLij; o:i,li': MAIN: LUSH PHA-_ _,A': A 122.0 B 141.8 C 116.1 VOLTS: 120/208V LOCATION: SALES ",ANUF: GENERAL ELEC" TYPE: NLAB PANEL 'LPA" 50, 4W T _ 2` ;'C BRKR LOAD WIRE SERVING NO. 1 '7S 20 7.5 12 LIGHTS SERVICE AREA 2 3 ' 20 X 20 1.7 12 BATTERY LIGHTS 4 5 RX 20 X 20 4.2 12 BIOLOGICAL REFRIGERATOR 6 7 -0- ENT 20 X 20 4,7 12 CASE LIGHTS 8 9 �.�i !tITAIN 20 12 PLUGMOLD 10 2P 10 1 10 12 -. - - BALER 13 S ,f0 1 10 - 14 156 417",,4ATER HE.1 '', l0 2P X 2 18.5 KW 10 30 X i2 'S.T PAN 20 21 .','3AUST F 12 L X '2 Z 4 27 23 29 - SPARE j3O FEELER. LH R FEED: LgA T v iASE LOAD: A 71"1 B 43.9 C 53.3 0 VOLTS: 120/208V LOCATI�'`i: MAIN ELEC. ROOM M,' '1ER.AL ELEC, TYPE: NLAB PANEL 'LPB' 30, 4W „".I SERVING WIRE LC, ABC BRE NG NO. - _ 2 2 3 12 S 4 6 Z- T 7 - �.51 L i 20 6.-Sl . iS 8 9 20 20 10 11 12 13 c 14 ---- -- -- 15 S 6 17 18 FEEDER _ RISER FEED; BOTTOM MAIN: lj0A TRIM. FLUSH PriAk LOAD: A 13"6 C 14.5 VOLTS 3c !JSV LOCATION: LIQUOR SALES MANUF: GENERAL ELEC. TYPE: Nli PANEL 'LPC" -T NO, 4c WIRE LOAD BRKR A B C BRKR LOAD WIRE 1 ICr "' 7.2 20 X 20 12.5 12 2 3 LI, - 5.0 20 X 20 12.5 L% 4 -. _ 5 16.0 3P X 2. " 0 12 C. 7 COOLER COMPRESSOR = 0 25 X 7 3.1 12 TO:LL" L; 8 9 X s- 2"5 6 10 ll X '25 6 PANEL "LPC" FEEDER 12 13 SPARE " 25 c 14 15 SPARE 16 17 SPARE X 8 19 SPACE X 0 21 SPACE 1XI I I I22 23 SPACE X 24 FEEDER: SEE RISER FEED: BOTTOM MAIN: 0A TRIM: FLUSH L LOAD: A_, VOLTS: 120/2W8V LOCATION: LIQUOR SALES u MANUF: GENERAL LLC, TYPE: NLAB F?i L._ J" L31 Sr SrPr 42 A BIC Br" LOAD W' 2�_ .E _ 8 20 X 4 S �P,7 20 6 7 CASH REGISTER LIQUOR 12 3.8 20 20 7ST 12 CASH REfGiLR SALES 8 9 CASH REGISTER PRESCRIP_ _J'jj 12 1 3"8 2C 20 SPARE 10 11 SPARE 20 SPARE 12 NOTE: FURNI1TED GROUND BUS. FEEDER: SEE RISER FEED: BOTTOM MAIN:MLA, SH PHASE LOAD: A 1g,9 B (I.4 C 3.8 VOLTS: j20/208V LOCATION: SALES MANUF: GENERAL ELEC. TYPE: NLRB PANEL 'CRI" 50, 4W -- - SERVING WIRE LOAD BRKR A B C BRKR LOAD WIRE SERVING 0: 12 12.51 20 1 X1 20 12.5 12 _GREEN" SIGN 2 RS" SIGN -,C4IPTION" SIGN 12 12.5 1 20 1 IX 20 12,5 12 GREEN" SIGN 4 - - - -- 5 20 X 2' - 6 7 SPARE 20 X 2L 8 9 SPARE 20 X 10 11 SPARE 20 X�E 12 FEEDER: SEE RISER FEED: BOTTOM MAIN: MOOA TRIM: SURFACE PHASE LOAD: A 25,0 B 25.0 C= VOLTS: 1�O/74W08V LOCATION: SALES MANUF: GENERAL ELEC. TYPE: NLAB PANEL 'SP-1" NO. SERVING - - X G ISO 1 ' 1 RTU-1 X l - WITH 45.0 KW HEAT 2 4 6 13P PANEL "EPA" FEEDER 3 5 7 PANEL "LPB" FEEDER - 3 i X z L, RTU-2 4 RTU 3 56.0F_ WITH 45.0 Wi24.6 KW KW HEAT HEAT a 240V 8 9 X 10 11 12 13 PANEL "LPD" FEEDER 3, 3 'sP u 100 56,1I 'X 3P 70 14 15 X 16 17 3 18 19 8 118.9 PANEL "CRI" FEEDER 8 11,'- PANEL "SP-1" FEEDER SPACE SPACE SPACE SPACE - SPACE SPACE SEE RISER FEED: BOTTOM MAIN: 120/208V LOCATION: MAIN ELEC, 3P L17 60 I X 3P X 40 �3P X 45 's>.5 X 33.6 908A TRIM: SURFACE ROOM MANUF: GENERAL UH-1, 15.0 KW UH 2, 15.0 KIN 8 8 UH-3. 10,0 KW 8 ": 1 PHASE LOAD: A _B ELEC. TYPE: CL3 70 C PANEL 'MDP" 20 22 30 32 34 36 38 40 42 653.7 21 23 25 27 29 31 33 35 37 39 41 FEEDER: VOLTS: 'LAND y ARCHtECT INTERIOR DESIGNERS 1197 PEACHTREE STREET N.E. COLONY SOUARE, ATLANTA, GEORGIA 30361 ENGINEER THE MATHER GROUP iNC. CONSULTING ENGIN`EE;RS' 431 COREY AVE, ST. PETE BEACH, FLORIDA 33706 TELEPHONE (813) 360-8243 360-OSSS CONDITIONS THESE PLANS ARE THE PROPERTY OF MATbIkt GROUP INCORPORATED AND ARE TO BE USED FOR THIS PROJECT ONLY. ANY CHANGE`70 THESE PLANS, REGARDLESS OF HOW MINOR. WITHOUT MATHER CROUP'S WRITTEN APPROVA4iL OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS, WITHOUT SHOP DRAWING REVIEW AND APPROVAL OF ALL EQUIPMENT AND MATERIALS FOR ANY REASON. BY ANY PERSONS OTHER THAN MATHER GROUP.- SHALL AUTOMATICALLY RENDER MATHER GROUP HARMLESS TO ANY LIABILITY CLAIMS. SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE RROJECT. WRITTEN SPECIFICATIONS ACCOMPANY THESE PLANS AND SHALL BE READ AND UNDERST900 FOR ADDITIONAL CONDITIONS. 1. NOTES N A W O E PLAN ORIENTATION INDICATOR. - S 1 SECTION CUT LINES. THE 1 III INDICATES THE SECTION M2 NUMBER. M2 INDICATES WHERE SECTION IN SHOWN IN DETAIL. 1 INCH �,titi�-O RIGIONAL SCALE SHOWS THE LENGTH OF ONE INCH ON THE ORIGIONAL FULL SCALE DRAWING. IT IS USED. TO SET SCALE WHEN THE ORIGINAL DRAWING HAS BEEN ENLARGED OR REDUCED. ter' COORDINATION AREA (% REFEPs OF A-3 ` - TO AV ING SCH TRADE !MS` S "IFIC GENERAL NSTRUCTIONS. ° DIRE ;JNS. NOTES .=SPONSIBILITIES. ANC "BLI- ,ATIONS D-- HIS PORTION iF THE w ACH T u Plq ��.. 'IETHWiJ , � r KEY `-` -ALJ "PMENT, C NOTES` INATIC 4 . OTHER u.�.. f Tr 'F A Tr 'dATURE, t _ THE EAECUTION CONSTRUCTION KEY NO- _ EXPLAIN THE DRAWL DETAIL. REV. OF.TE I DESCRIPTION PROJECT TITLE ST. LUCIE SQUARE ST. LUCIE, FLORIDA ORA41 I NG TITLE _ ), `AM Nr .�I , -z. , III ES GRAPHICS ENGIIvEERING ORA11I1 BY: "T DESIGNED BY: st-7 CHECKED BY: $ M CHECKED BY., gM APPROVED BY: Ajq APPROVED BY: A-m 1 INCH ORIGINAL SCALE 1� ORIGINAL DRG. t� `G RELEASE DATE NO. El FOR PERMIT ONLY REV , k I H F C