Atlantic Boulevard 403 ------------
ujl�
CN
5C)
the
c� 1110- Q0
tc, t`3 cd WLLI � C?
Q LO
U)
C'�
T ANTIC 5EAC �4 co
F- 0
U) 3:
w
40 TL
CD clf
c) 0
cr) LL
ATLANTIC 5EAGH / FL� CF� T) A 9
01-'
T
FRODUCT FRATINrSS ON INTERIOR FIN161-4ES * KEYFL,4N (NOT TO SCALE) X u
MATERIAL MANUFACTURER F:LAME SPREAD SMOKE DENSITY
I SECTION NUMBER
A2 SPEET REFERENCE M NAME INTERIOR PAINT 5ENJAMIN MOORE CLASS A 0
MARK
(REFER TO WINDOW SCHEDULE) 10'-0" CLG HI EfLING PEICGPT
r L vc)
ECO NIGHTS
SECTION WINDOW MARK ROOM LASEI RUS15ER DODGE - REGUFOC PILL TEST FILL TEST
RE51LIANT INC,
FLOORING
3/A5 0,lb
..101.21 REVATION RROM
WALL TYPE COL. GRID LINE MARK FIN15HED FLOOR
LAY-IN CEILING u5G CLAS5 .4 or 1 50
COLUMN REFERENCE 014TUM
CARPET PEUGA USA CLA55 11 LESS THAN 450 4r, 'c
ELEVATION NUMBER X cl
SHEET REFERENCE OURATEXT FIBERSTONE CLASS A or 1 0
WALL PANELS
CLOUD AROUND O—MARK
ELEVATION >
VINYL
REVISION (REFER TO ROOM FINISH SCHEDULE)
COMPOSITION AZROCK CLA55 I LE55 THAN 450 w lip
ROOM FINISH MARK TILE 2 L
DETAIL NUMBER
A2 =NCE POLOMYX
SHEET REFERr A REVISION NUMBER ImAINT FOLCMYX CLASS A or 1 0
ELEC- NOTE NUMBER HALLWAY TYF
DETAIL REVISION WAINSCOT MARLITE CLASS A or 1 200
(REFER TO ELECTRICAL SCHEDOULE) FANEL-5
ELECTRICAL NOTE TOILET
0— DOOR NUMBER WAINSCOT MARLITE CLASS C 210 >
(REFER TO DOOR SCHEDULE) NOTE NUMBER PANELS
DOOR NO.
w
(REFER TO GENERAL OR jr-LG NOTE 'I —NOTE NUMBERR CLASS I tu t--
SHEET VINYL AZROCK LE55 THAN 450 Lu
SPECIFIC NOTES) (REFER TO CEILING NOTES) ATLANTIC, 5LVO. '
MATCH LINE DRAWING NOTE BY 5YM5OL CEILING NOTE w w
EXCEPT W"ERESPECIFICALLY NOTED J 4u
A55FEVIATION5 GENERAL NOTES INDEX TO DRAWINGS GODE REVIEW ISTORE NO: 01-88-141
I. THESE DRAWINGS, AS INSTRUMENTS OFSERVICE, ARE THE EXCLU51VE FROPERTY OF RAD105PACK ARCPITECTURAL J05 NO: 00=1235
DESIGN 4 CONSTRUCTION AND ARE NOT To BE USED IN WHOLE OR IN PART WITHOUT THEIR 1. APPLICABLE GODE.:S: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS
EXPRE55ED WRITTEN PERMISSION. CVfR COVER SPEET OF THE 5FECIFICAT1,101\16 4 ORAIWINGS, AND SHALL 5ATISFY ALL AFFLICABLE CODES, ORDINANCES,
AS ANCHOR SOLT FD FLOOR DRAIN MT METAL TWIRE5POLLE) AND REGULATIONS cOF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS To THE CONTRACT ISTORE TYFE; REL
FIN MTD MOUNTED 2. 00 NOT SCALE THE5E DRAWINGS FOR BIDDING OR CONSTRUCTION PURPOSES. WORK REQUIRED a-n' SUCH AUTHORITIES SHALL BE AT THE EXFEN5E OF THE TENANT, SUBJECT
ACCU5 ACCU5TICAL FINISH A] SPECIFICATIONS TO TPE RECEIPT OF: THE AFFIDAVIT OR LETTER Or- THE GOVERNING aooY AND TENANT'S PRIOR
o lCON5. TYF`E- AS-15
3 A/c, AIR CONDITIONING FCC FACE OF CONCRETE MTL METAL 3. THE GENERAL CONTRACTOR 514ALL VERIFY ALL DIMENSIONS PRIOR TO CON5TRUCTION AND AFFROVAL OF: ANY' ADDITIONAL COST TO BE INCURRED. ALL WORKS SHALL BE SECURED AND
'2 AFF A50VE FINISH FLOOR FOM FACE OF MA50NRY N/A NOTAFFLICABLEE REPORT ANY DIFFERENCES TO RADIO514ACK DESIGN AND CONSTRUCTION PRIOR TO INSTALLATION A2 SPECIFICATIONS 4 RESPONSIBILITY SC�-IEDULE PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED ILO—C 4TICN- FREE I
(a TO THE FOLLOWING-
ALUM ALUMINUM F05 FACE OF STUD NIC NOT IN CONTRACT ADJUSTMENT OF THE WALL SYSTEM.
0 P 7- v w DIV. V. FfR
ANOD ANODIZED FPC FIRE PROTECTION NT5 NOT TO SCALE 4, VERIFY ALL DIMENSIONS,CONDITIONS, AND GRADES AT JOE3 SITE.NOTIFY ARCHITECT 4 O(LNER A3 FLOOR PLAN 1. BUILDING COVDE: 2001 FLORIDA BUILDIWG CODE E E5:
AFFROX AFFROXIMATELY CONTRACTOR CA OVERALL OF ANY DISCREPANCIES. DO NOT PROCEED UNTIL CLARIFICATION 15 PROVD15D. .. ....
ARCH. DRAWN BY.-
< AT ALUMINUM THRESHOLD GA GAUGE CC ON CENTER A4 INTERIOR ELEVATIONS 2. AMENDMENT5�:STATE AND LOCAL RICHARD LACKXQRL
CINI 5. THE GENERAL CONTRACTOR SHALL PROVIDE EACH SU5-CONTRACTOR WITH A FULL SET OF �ljl
em BEAM GC GENERAL CONTRACTOR OD OUTSIDE DIAMETFER THESE DRAWIW-jS AS NEEDED. 3. PLUMBING CGXDE.2001 FLORIDA PLUMBM CODE ARCH. CHECI<EID S
E3LD G BUILDING G1 GALVANIZED IRON OPP OPPOSITE HAND A F7 4FRGI-41TECTUR41- DETAILS 4. MECHANICAL CODE.2001 FLORIDA M15CWANICAL CODE JAMES
00
C) 5LK BLACK GYP GYPSUM af=N(s OPENING 6. T5C SHALL E3E RESPONVIBLE FOR ALL ITEMS SHOWN ON THESE PLAN15 UNLE55 OTHERWISE 5. El-r=CTRICAL i CODE.NEC lc35S
N P or P-1 PROPERTY LINE NOTED. A,& ARCPITECTURAL DET,41L5 (o. OTHER CODEE'5-NONE ENG, DfR,411N BY: UY
Q BI-Kr-i BLOCKING HS POSE SIB TONY
50TT E30TTON I-Ir_ HANDICAP RA ',RETURN AIR
JENG. CH CKED 5Yf
(0 CEM CEMENT HCO POLLOW CORE DOOR REINF REINFORCED F-L I FIXTURE LAYOUT 5CARIA JOSEPH
C) Cl CASTIRON HOWR HARDWARE RO ROUGH OPENING 2. BUILDING DEPARTM�ENT-
CIT CAST IRON THRESHOLD I-4MD POLLOW METAL DOOR 5A 5UPPLY AIR FL2 REr-LECTED CLC3 PLAN 4 CLn 6FAF4C5 LAYOUT CONTACT:PLANS EX(AMINER JDATE.
PHONE NUMBER.-ON04)241-562fp
CL or CL CENTER LINE HCRIZ HORIZONTAL Sco SOLID CORE DOOOR
CLa CEILING HTn PEATING SCPE-r) 5C:WEDULE H IN HOUSE REVISION
> 3. SUILOING LANDLORFD- 05/23/02 KDa
CO CLEAN OUT HT PEIGHT 514T SHEET ELECTRICAL / MSCWANICAL CONTAGT:CWRIS WIMNIDES ALL SHEETS
�r
I,- COL COLUMN ID IN51DE DIAMETER SIM SIMILAR MEI ELECTRICAL 4 ME CI-4AN IG,41- 5FEC IFI CATIONS PHONE NUMBER.(504)241-1151 j
co
Cmu CONCRETE MASONRY UNIT INeUL INSULATION 5FEC SPECIFICATION
cn IN HOUSE FREV15ION
CONIC CONCRETE INT INTERIOR STL STEEL El ELECTfRICAL POWER PLAN 4. BUILDING DATA: City of AtInntic D(,'�lch 06105102 RRL
CTF CUT TO FIT INV INVERT 5TRUCT STRUCTURAL 1. CLA551FICATI(ION. MERCANTILE (M) rjulldin�, and Zoning A2A3A4,A5,FLIFL2,
CONT CONTINUOUS LAV LAVATORY TEL TELEPHONE E2 REF=LECTED CEILINrS 4 1-161-4TING FILAN
03 2. TYPE CF: CON45TRUCTION. VI UNPROTECTED
C9 DET DETAIL LAM LAMINATED TEMF TEMPERED .3. AREA, 2685 TOTAL SQUARE FEET
OF DRINKING FOUNTAIN LP LEVER HANDLE TEN TENANT E3 ELE�GTFRIGAL DEETAII-5 4 SECTIONS a 0
a ??,� , %�
4. AUTOMATIC 55PRINKLER SYSTEM-.NCNE ,i
DIM DIMENSION ILL LANDLORD TGcl TENANT'S GENER.4AL � 0
C,
N DL DEAD LOAD MAX MAXIMUM CONTRACTOR ml MEGI-44NIG41- PLAN A DETAILS
OTL DETAIL TPK THICKNES5 5. OCCUPANT LOAD:
MDF MEDIUM DEN51TY
CD
OWS DRAWING F15EFRE30ARD TYP T'YPICAL DISPLAY AREA; !2040 SQUARE FEET 30 a 68 PEOFILE
EA EACH VERT VERTICAL 5TOCKROOM: 385 SQUARE FEET 300- I FEOFLE 6HEET
MECP MECHANICAL
> -EET 15 . 0 PEOPLE
c: ELEC ELECTIRICAL MFG MANUFACTURER WAINS WAINSCOT OFFICES: 10 5aUARE r
0 OFFICE TRAININGt i OW SQUARE FEET IS a 000 PEOPLE
ELEV ELEVATICN MGR MANAGER WC WATER CLOSET vii
TOTAL OCCUPANT LcOAD: 613 FEOFLE
EWC ELECTRIC, WATER COOLER MIN MINIMUM W/ WITH
cu
7? EXw EXHAUST M15c: MISCELLANECU5
12 ro. REQUIRED NUMBER i Of: EXIT52 NUM15EFR OF EXITS PROVIDED-2
N EXT6 EX15TING MO MASONRY OPENING
C)
EXP EXF05ED
1. MAX. NUMBER OF FUIILL TIME STORE EMPLOYEES PER OWNER (AT ANY ONE GIVEN TIME)- 4
LO
CD
No. I OF 14
ASTER DOC. REV. 10/l/01
SPECIFICATION5 CONTRACTOR AC;zREE5 TO ACCEPT ALL SECTION 03200 DIVISION 5 - METALS 1.13 PRESERVATIVE TREATMENT- LUMBER, EXPOSED TO 1.2 INSTALLATION
TENANT-FURNISPED ITEMS AT THE JOB SITE AND UNLOAD AND EXTERIOR AND/OFR IN CONTACT WITH SLAB, FOR WOOD,
TRANSPORT THESE ITEMS FROM THE TRUCK [BED OF PLYWOOD, TRIM, L0605, DOORS, BLOCKING AND FRAMING, 1,2.1 INSTALL INSULATION WITH V.,aPOR BARRIER ON THE WARM 1.31 FRAMES. COMBINED BUCK FRAMES AND TfRIM TYPE AS
DIVI&ION I - GENERAL REaUIREMENT5 DELIVERY CARRIER TO THE STORE SPACE. MANY TIMES THE CONCRETE REINFORCEMENT (W�4ERE SECTION 05400 WHERE SPECIFICALLY CALLED OUT ON TPE DRAWINGS, WALL SIDE OR IN51DE AS THE CASE "AY BE- DETAILED± 16 GA. 5TEEL BRAKE-r-OFTIED TO PROFILE FREE
TENANT'S PURCPA5E ORDER REQUEST TAILraATE DELIVERY LEGENDS AND/OR DETAILS TO BE TREATED, SHALL BE OF WARP, BUCKLES AND FRACTURES WITH CORNERS 5QUARE
ITEMS. ICC CONTRACTOR THEREFORE, MUST ASSUME THAT CALLED FOR ON TPE FLAN) IMPREGNATED WITP A WOOID-FRE5ERVATIVE AND WATER 1.2.1.1 CUT THE MATERIAL TO FIT SNUGLY AROUND ALL AND SHARP.
SECTION 01010 ALL ITEMS WILL BE DELIVERED TO THE SITE ON A TRUCK GOLD FORM METAL FRAMING REPELLENT SOLUTION MEETING THE REQUIREMENTS OF FEE). OBSTRUCTIONS WITH EDGES AND JOINTS BUTTED TIGHT 50
BED ONLY, ONCE RECEIVED, THE CONTRACTOR ASSUMES TWEE 1.1 MATERIAL SPEC. TT-W-5-1215 AND EQUAL TO "WOODLIFE". TREATMENT THAT THERE WILL BE NO GAFS OR BREAKS IN THE 13-3 SHOP FINISH: AFTER FABRICATION, DOORS AND FRAMES
RESPONSIBILITY FOR THE ITEM. SHALL BE BY VACUUM PFRE55URE CELL PROCE55 TO A IN5ULATION. SHALL BE DEGREA5ED, PHOSPPATIZED AND FACTORY
1.1.1 REINFORCIN6 BARS: DEFORMED BILLET STEEL MEETING 1.1 MATERIAL MINIMUM NET RETENTION OF 2 LBS. PER CU. FT. OF WOOD, FAINTED INSIDE AND OUT WITH A RUST INPI151TIVE SYNTHETIC
GENERAL REQUIREMENTS
1.1 OCCUFATICNAL,_SAFE�TY AND PEALTP AC ASTM A &15-52 WITH SUPPLEMENTARY REQUIREMENTS (51), TREATED LUMBER SHALL BE AIR-SEASONED BEFORE BEING 12.12 FRICTION FIT INSULATION INITO PLACE 50 THAT PRIMER.
USED. INSULATION DOES NOT &A6 OR SETTLE. IA HARDWARE- PREPARATION
GRADE 60. 1.1.1. STEEL STUDS SHALL BE IN ACCORDANCE WITH A151
1.1 DESCfRIPTION 1.11 THE CONSTRUCTION OF THE FROJECT SHALL COMPLY "SFECIFICATION5 FOR THE DESIGN OF COLD FORMED STEEL 1.4.1 PREPARE DOOR5AND FRAMES FOR HARDWARE,
WITH AND MEET ALL THE REQUIREMENTS OF THE 1.1-2 REINFORCING FABRIC: WELDED STEEL WIRE FABRIC, 1.1.4 ROLIGW HARDWARE 1.2.13 IF AND WHERE NECES5ARYr USE WIRE NOLDING TO HOLD MORT15ING, REINFORCING, DRILLING AND TAFFING SHALL BE
STRUCTURAL MEMBERS", LATEST ADDITION. INSULATION IN PLACE.
Ill INDICATIONS ON THE DRAWINGS OR MENTION IN THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 11310, PUBLIC MEETING A_5Tm A 185-13. 1.1.4.1 ANCHORS, BOLTS, SCREWS AND SPIKE5 SHALL BE OF DONE AT THE FACTORY FOR MORTISED HARDWARE-
LAW '31-r29ro 91ST CONGRESS. 5. 21S3, DECEMBER 23, iS10,
SPECIFICATIONS OF ARTICLES, MATERIALS, OPERATIONS OR INCLUDING ALL AMENDMENTS AND BULLETINS TO AND 1.1-3 TIE WIRE. 16 GAUGE ANNEALED STEEL WIRE. 1.12 PARTITION STUDS- NON-LOAD5EARIN6 PARTITION STUDS PROPER TYPES AND SIZES TO SUPPORT THE WOW AND TO SECTION 01620
METHODS REOUIRr= THAT THE CONTRACTOR PROVIDE EACP THROUGH THE TIME OF CONSTRUCTION COMPLETION OF THE 5PALL BE "SJ" STYLE AS MANUFACTURED BY U_aG OR AN DRAW THE MEMBERS INTO PLACE AND HOLD THEN 1.4.2 REINFORCEMENT PLATES IN DOORS AND FRAMES FOR
ITEM INDICATED OR MENTIONED OF THE QUALITY AND PROJECT. 114ACCESSORIES- ANCPCF;25, DOWELS, SPACERS, CHAIRS, APPROVED EQUAL AND MEETING THE REQUIREMENTS OF SECURELY. HARDWARE SHALL BE -T GA. FOR HINGES AND 12 GA. FOR ALL
5U5JECT TO THE QUALIFICATIONS NOTED. PROVIDE ALL 1501-5TER5 AND OTHER DEVICES FORSUPPORTING AND A,5TM .4-446, GRADE A WITH A MINIMUM YIELD STRENGTH OF 1.1,41 ROUGH HARDWARE EXPO5ED TO THE WEATHER OR 5�IEET METAL FLA54ING ANE) TRIM OTHER HARDWARE.
LABOR, EQUIFMENT, SERvICE5 AND INCIDENTAL$. 1.-1-2 AMERICANS WITH DISABILITIES ACT FASTENING REINFORCEMENT WHICH ARE NORMALLY 33,000 F51. EMBEDDED IN EXTERIOR MASONRY WALLSSPALL aE 1.4-3 FUNCP FOR AND INSTALL RUBBER 5ILENCER5 ON ALL
1.13 THE CONSTRUCTION OF THE PROJECT SHALL COMPLY CONSIDERED AS ACCESSORIES TO THE CONCRETE WORK GALVANIZED. 1.1 MATERIAL INTERIOR HOLLOW METAL DOOR FRAME5.
1.2 J05 CONDITIONS WITH AND MEET ALL THE REaUIREMENT5 OF THEAMERICAN5 1-2 INSTALLATION 1.1-2.1 SIZES: AS SHOWN ON THE DRAWINGS.
WITH DISABILITIES ACT, PUBLIC LAW 101-336 AS OUTLINED IN 12 INSTALLATION 1.1.1 5PEET METAL: ZINC COATEED (GALVANIZEID) COOPER 15 INSTALLATION
1,2.1 THE CONTRACTOR AND H15 VARIOUS SUa-CONTRACTORS THE FEDERAL REGISTER, VOLUME 50, NO. 144, EFFECTIVE JUL-Tr 1�2.1 GENERAL: REINFORCEMENT SHALL MEET REQUIREMENTS 1.1.2.2 GAUGE: 25 UNLESS OTHERWISE SHOWN. STEEL SHEET MEETING ASTM-A--525-15, COATING
SHALL VISIT THE SITE AND VERIFY FOR THEMSELVES 2ra, leel, INCLUDING ALL AMENDMENTS AND BULLETINS TO ANF_> OF Acl 318-111, "BUILDING CODE REQUIREMENTS FOR 12.1 GENERAL. FRAME MEMBERS PROPERLY, FIR CLOSELY, DE51GNATION 6'30. 1-5.1 SETTING FRAMES AS FOLLOWS-
EXISTING CONDITIONS AND THE NATURE AND EXTENT OF THROUGH THE TIME OF CONSTRUCTION OF THE PROJECT. REINFORCED CONCRETE. 1.2 INSTALLATION SET ACCURATELY AND SECURE FRIGIDLY IN PLACE. DO NOT 1-5.1.15ET FRAMES ACCURATELY To MAINTAIN SCHEDULED ui 0 co
WORK TO BE DONE. 5FLICE BETWEEN BEARING POINTS. I.L2 SOLDIER: MADE FROM BLO�CK TIN AND PIG LEAD 0 C:)
1.5 TEMPORARY UTILITIES 1.2.2 PLACING. ASSEMBLE REINFORCING STEEL IN THE FORMS 12.1 ATTACP FLOOR RUNNERS TO CONCRETE 5LA65 USING (50/50) WITH No ANTIMONY ANn MEETING A5TM-5-32--fro. DIMENSIONS, HOLD HEAD LEVEL AND MAINTAIN JAMBS mi CC) CC)
122 LOCATION Of: UTILITIES AND STUB-UP5 5POLLN ON THE WIRED AND FASTENED SECURELY 50 THAT IT REMAINS IN POWER DRIVEN FASTENERS OR MAC-WINE SCREWS AND 1,2_2 BLOCKING. INSTALL BLOCKING TO STIFFEN THE PLUMB ANE) SQUARE. N
DRAWINGS ARE BASED UPON THE BEST INFORMATION I,a.l WATER- CONTRACTOR TO PROVIDE AND PAY FOR F051TION WITHOUT D15PLACEMENT WHILE CONCRETE 15 EXPANSION 5HIELD5. LOCATE FASTENERS AT CORNERS, AT STRUCTURE AND SUPPORT OF OTHER WORK. FROVIDE 1.13 SEALANT- ONE FART FOLY,15ULFIDE POLYMER BASE Lij
BLOCKING FOR INSTALLATION OF WALL HUNG FIXTURES. 5EALANT MEETING FEE). SPEC 7T-5-00230C, TYPE 11. 15.1.2 ANCHOR FRAMES SECURELY To ADJACENT !=
AVAILABLE AND ARE BELIEVED TO BE CORRECT. THE WATER USED IN CONSTRUCTION. PLACED. RUNNER ENDS, AND SPACED NO MORE THAN 2411 0. C_ CONSTRUCTION. ANCHOR TO FLOOR AT EACH JAMB WITH, TWO C:)
CONTRACTOR AND HIS VARIOUS SU5-CONTRACTCR5ARE BOLTS TO PREVENT TWIST. :) V_
1.02 ELECTRICITY. PROVIDE AND FAY FOR ELECTRICITY 123 NAILER5: INSTALL NAILER5 OF ADEQUATE SIZE WPERE SECTION 01900 U) C-0
ADVISED TO VERIFY FOR TPEMSELvE5 THE EXACT USED IN CONSTRUCTION. SECTION 03300 SECTION 05500 DETAILED. NAILER5 SHALL BE BOLTED IN PLACE WITH 3/5" r-_ (0
LOCATION(5) ANID, IF FOUND To BE 5UE35TANTIALLY E30LTS AT 12" O.C. UNLESS NOTED OTHERWISE. EXTERIOR 1-51 HANGING DOORS. cy)
DIFFERENT FROM THAT SHOWN OR NON-EXISTENT, 5HALL 00 U) ;f
1.03 TEMPORARY LIGHTIN6: PROVIDE, PAY FOR AND CAST- IN-FLACE CONCRETE (WHERE NAILER5 AND WOOD BEARING DIRECTLY ON CONCRETE JOINT 5EALEFR5 1�52.1 FIT AND HAND HOLLOW METAL DOORS, U51NG THE ij < cv)
NOTIFY THE ARCHITECT IMMEDIATELY, MAINTAIN LIGHTING IN51DE THE BUILDING FOR SAFE AND METAL F:AE3FRICATION5 SHALL BE OF PRESERVATIVE TREATED LUM5ER AS A X L6
ADEQUATE WORKING CONDITIONS. CALLED FOR ON T�,IE PLAN) SPECIFIED. HARDWARE FURNISHED IN THE FINISH HARDWARE SCHEDULE,
13 pl!5CREPANCIE 12.4 5UCK5. INSTALL WOOD BUCK5 FOR FRAMES AS 1.1 MATESIAL SECTION 08'110. 0 LJJ
1.1 DE5CRIPTION
I.&A HEATING: PROVIDED, PAY FOR AND MAINTAIN HEAT u)
13.1 IN CASE OF D15CREPANCIE5 BETWEEN THE DRAWINGS NECESSARY FOR PROPER CONDUCT OF OPERATIONS 1.1 JOB CONDITIONS REQUIRED. MEMBERS SHALL ESE AT LEAST 2 X 4 MATERIAL 1.1.1 EXTERIOR5EALANT- 1-153 EIDGE CLEARANCES SHALL BE PROVIDED AS FOLLOWS!
NEEDED IN THE WORK. AND SHALL BE SECURELY 5PIKED TOGETHER.
ANE) SPECIFICATIONS, THE BETTER QUALITY AND GREATER 1.1.1 WORK INCLUDED- THIS WORK COMPRISES FABRICATING
allANT(TY !5HALL BE FURNISHED. 1.11 ENVIRONMENTAL fREOUIFREMENT5- AND INSTALLING MISCELLANEOUS METAL WOW AND U.1.1 FOR JOINTS LESS THAN I" WILDEt PECOFRA 15-3-1 BETWEEN DOOR AND FRAMES AT HEAD AND JAM55 1/5". M 00
1.5.5 TELEPHONE; MAKE NECE55AFRY ARRANGEMENTS AND RELATED ITEMS. 12-5 TELEPHONE 5AC:KE30ARD5. PROVIDE 2'X4' (UNLESS SYNTPACAULK" SONNEBORNE SoONOLASTIC ONE-PART" OR 1.53,2 AT DOOR 5ILL5: WHERE NO THRESHOLD 15 USED 3/5" C)
FAY COSTS FOR INSTALLATION AND OPERATION OF DO NOT PLACE CONCRETE WHEN TEMPERATURE 15 BELOW OTPEFRUJ15E NOTED) TELEFPONE 5ACK50ARD OF 3/4" THICK APPROVED EQUAL ONE-PART FFDOLYSULFIDE POLYMER BA5E
1.4 CODES TELEPHONE SERVICE TO THE CONTRACTOR'S OFFICE AT THE 40 DEGREES F. PLYWOOD AS INDICATED ON ELECTRICAL POWER PLAN. SEALANT MEETING FED. SPEC, ITT-5- 002,30C TYPE 11, MAX. WHERE TPREe4-40LD 15 USED -3/4" MAX. U)
12 _1'?UBMITTAL w
1.4.1 ALL WORK $PALL 15E IN ACCORDANCE WITH SITE. 111�2 DURING HOT WEATHER TAKE SPECIAL CARE TO PREVENT SECTION Oro2OO COLOR AS SELECTED. SECTION 00210 3:
REQUIREMENTS OF LOCAL CODES AND ANY OTHERSTATE 1.5joe SANITARY FACILITIES: PROVIDE AND PAY FOR THE H16P TEMPERATURES IN TPE FFRE5P CONCRETE. USE ASET 1.2.1 5POF DRAWINGS. SUBMIT SHOP DRAWINGS OR PRODUCT 1.1.12 FOR JOINTS I" WIDE AND LA�RGEFR± FECORA 0 00-0
AND NATIONAL CODES PAVING JURISDICTION. CODE TEMPORARY SANITARY FACILITIES IN THE QUANTITY FRETARDING ADMIXTURE TO A55URE CONCRETE REMAINS DATA, AS PERTINENT, FOR EACH ITEM SCHEDULED, TO THE "DYNTROL-11", 50NNEBORN "NP--II, TFREMCO" "IDYMEFRIC," c-) 0
REQUIREMENTS SHALL 5UFER-SEDE Di:RAWIN65AND REQUIRED FOR USE BY ALL PERSONNEL. MAINTAIN IN A WORKABLE, FOR FLATWOW, USE A SPRAY-ON EVAPORATION ARCHITECT FOR REVIEW BEFORE ANY WORK 15 FABRICATED. FINISP CARFENTRT MULTI-PART, NON 546 POLYURaTPANE FRU5E3EFR SEALANT Wool) DOOR5 co LL
SPECIFICATIONS. SANITARY CONDITION AT ALL TIMES. RETARDANT "C.5. 309" AS MANUFACTURED BY W.R MEADOWS MEETING FED. SPEC TT-5-0022-TIE, TYPE 11. COLOR AS
ORAN APPROVED EQUAL. INSTALL IN 5TRICT ACCORD WITH, 13 FA_`_�TENE SELECTED.
15 PROTECTION I.&I ENCLO5URE5- PROVIDE AND MAINTAIN FOR THE MANUFACTUFRER'5 WRITTEN INSTRUCTIONS. 1.1 MATERIAL 1.1 MATERIAL 0
DURATION OF CONSTRUCTION ALL SCAFFOLDS, TARPAULINS, 1-3.1 FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR 1.1-2 FOUR-GRADE SEALANT- PE-CORA "UREXPAN 201", OR 51
CANOPIES, WARNINn ,516N5, 5TEPS, PLATFORMS, BRIDGES, 1.12 COORDINATION: NOTIFY OTHER TRADES AND 1.1.1 INTERIOR WOOD; LUMBER 5PALL BE KILN-DRIED TO A APPROVED EQUAL ONE-FART FFOLYURETPANE SEALANT 1.1.1 FLU5P DOORSi TYPES AND SIZES DETAILED AND NOT
ISJ THE CONTRACTOR5PALL TAKE OVER AND ASSUME AND OTHER TEMPORARY CONSTRUCTION NECESSARY FOR CONTRACTORS WELL IN ADVANCE OF fmL,4ClNr3 CONCRETE TO WALLS, PROVIDE ZINC-COATED FASTENERS. MOISTURE CONTENT BETWEEN 6% AND 1196. MEETING FED. SPEC. TT-5-230C--, TYPE I SELF-LEVELIN(S. LESS THAN AWI CUSTOM GRADE AS DEFINED IN SECTION 1300 X
RESPONSIBILITY FOR THE PREMISES AND SHALL PROVIDE PROPER COMPLETION OF THE WORK IN COMPLIANCE WITH ALLOW THEM SUFFICIENT TIME IN WPICW TO INSTALL WORK COLOR AS SELECTED. OF AWI QUALITY STANDARDS. ADPESIvE FOR FACES AND
AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE PERTINENT 5AFETYAND OTHER REGULATIONS. WHICH 15 TO BE BUILT OR CAST INTO THE CONCRETE. 13-2 FROVIDE FASTENERS OF TYPE, GFZADE, ,4ND CLASS 1.1-2 LUMBER FOR TRIM, MOLDINGS AND CABINETRY TO CROSS BANDS SHALL BE TYPE 1.
GOVERNING LAWS, REGULATIONS, AND ORDINANCES. THE 12 CONCR REQUIRED FOR TPE PARTICULAR USE. RECEIVE AN OPAQUE (PAINT) FINISP SHALL BE AWI PREMIUM 1.13 INTERIORSEALANT; PECOR�A "AG-20", eONNEBORNE OUVERS: INVERTED "V" SInHTFRCOF TYPE FIXED
CONTRACTORAND H15 VARIOUS 5US-CONTRACTOR5 SHALL 1,0.8 MAINTAIN TEMPORARY FACILITIE5 AND CONTROLS AS ETE MATEFRIAL 1.12 L
GRADE BIRCH, BASSWOOD, POPLAR OR OTHER APPROVED "50NOLAC". OFR APPROVED EQLUAL ACRYLIC LATEX, LOUVERS,± TITUS CT-100 OR EQUAL ALUMINUM I)COR
BE FRESPON51BLE FORANY L055 OR DAMAGE CAUSED BY LONG AS NEEDED FOR 54FEAND PROPER COMPLETION OF 1.4 OTHER MATERIAL HARDWOODS. REFER SECTION 06100 - IJA FOR FIRE GENERAL PURPOSE, GUN GRADEE SEALANT.
HI!5/TPEIR WORKMEN TO THE PROPERTY, WORK OR THE WORK 1.2.1 CEMENT: PORTLAND CEMENT OF DOMESTIC MANUFACTURE RETARDANT TREATMENT OF TRIM, MOLDINGS, AND MILLWORK, LOUVER$. STANDARD
MATERIALS INSTALLED, AND -SPALL MAKE GOOD ANY LOSS, MEETING ASTM C 150-18, TYPE 1. 1.4.1 PROVIDE OTHER MATERIALS, NOT SPECIFICALLY PLYWOOD, ETC. WHERE SPECIFICALLY CALLED OUT ON THE 1.1.4 THRESHOLD SEALANT: FECORA "eC-158 BUTYL RUBBER" MILL 5iNI5P. PROVIDE WHERE 5CPEDULED.
DAM46E OR INJURY WITHOUT ADDITIONAL COST TO THE 115.9 REMOVE SUCH TEMPORARY FACILITIES AND CONTROLS DESCRIBED BUT REQUIRED FOR A COMFLETE ,4ND PROPER DRAWINGS TO BE TREATED. OR AFFROVED EQUAL ONE-FA4RT BUTYL RU55ER 1-2 INSTALLATION
LANDLORD AND/OfR TENANT. AS RAPIDLY AS PROGRESS OF THE WORK WILL FEFTIIT, OF, 1.2.2 FINE AGGREGATE, WASHED SAND MEETING ASTM C 33-18 IN5TALLATICN, AS SELECTED BY THE CONTF�ACTOR SUBJECT POLYMERIC SEALANT MEETING IFED. SFEC. TT-5-001651.
AS DIRECTED 15Y THE ARCHITECT. AND WITH A FINENE55 MODULUS OF BETWEEN 2.50 AND 3.00. 1.13 PLYWOOD SHALL BE 5 - FLY HARDWOOD FACED, TYPE 11, COLOR AS SELECTED. 1.2.1 SAME AS FOR STEEL DOORS AND FRAMES, REFER
TO THE APPROVAL OF THE ARCHITECT. GRADE 30 OR ]BETTER, TPICKNE55 AS INDICATED ON FLaNS. SECTION 08100.
ljoe TEMPORARY FACILITIES. CONTROLS AND TENANT ER-0JECT CL05E-OU 123 COURSE AGGREGATE. CLEAN CRUSHED STONE OR U5 FRIMER. SYNTHETIC RE51N �SOLUTION RECOMMENDED BY
FURNISPE I TETI WASHED GRAVEL MEETING A5TM C 33-10. f7pafm m
PAI 1.1.4 PARTICLEBOARD SHALL BE MEDIUM DENSITY, THE SEALANT MANUFACTURE- SECTION 00-110
1,11.1 THE FROJECT5PALL BE LEFT PROFESSIONALLY CLEANEID MAT-FOF:;�MED MEETING C.S. 263-66, TYPE 1-6-2, TPICKNE55
1.0.1 TEMPORARY BARRICADES. THE CONTRACTOR SHALL AT ITS' COMPLETION. 1.2.4 ADMIXTURE: WATER-REDUCINn ADMIXTURE; MASTER 1.5.1 F=RIMER. USE "10-913" TNEMEC FRIMER" OR "RU5TOLEUM AS INDIC-ATEID ON PLANS. 1.1-6 5ACKIW-3 MATERIAL: EXPANNOED, CLOSED-CELL
ERECT TEMPORARY ENCLOSURES OVER OPENINGS WHEN BUILDERS "POZZOLITW" 6IFFORD-PILL "PS]" OR EQUAL NUM15ER 51ro'B FRIMER" NEOPRENE OR POLYETHYLENE ROD STOCK FINISHED 14ARDWARE
SUCP ACTION 15 NECE55ARY FOR PROPER INSTALLATION OR 1.11.2 ALL RUBBISP SHALL BE FROFERLY DISPOSED OF MEETING A5TM G 494-19 TYPES "A", "D11, AND "Ell-
PROTECTION OF ANY PORTION OF THE WORK. COST FOR OFF-SITE . REFER 01010-1�ra.0_ 152 FOR REPAIR OF GALVANIZING, USE A HIGH ZINC-DUST 12 INSTALLATION 12 PREPARATION 0
1 1.1 ALTERNATI\/E Illm
eUCP BARRICADE5 SHALL BE PAID FOR BY RADIOSPACK 1.113 ,4LL EXTRA RAD105PACK SUPPLIED MATERIAL55PALL _2�5 WATER; CLEAN AND POTABLE. CONTENT PAINT COMPLYING WITH MIL-F-21035. 1,2J WORKMANSHIP: EXPOSED WOODWORK, GENERALLY 111 JOINT SURFACES SHALL BE (CLEANAND [)Ry. REMCvE ma
AND PA5TED ON TO THE CONTRACTOR BY CHANGE ORDER REMAIN IN THE STORE AFTER CONSTRUCTION HAS SEEN 13 $ELECTING PROPORTIONS F�OR CONCRET EE FROM MACHINE AND LOOSE MATERIAL COMPLETELY' BY COMFRE55ED AIR OR 1.1.1 5Ue5TITUITIONSt FIRST QUALITY ITEMS WHICH ARE
Irb MISCELLANEOUS METALSCHE� SHALL PAVE A SMOOTH FIN15H FF
COMPLETED. -PU TOOL MARKS, ASRASION5, AND RA15ED GRAIN ON EXPOSED BRU5PING. COMPARABLE To THE BRANDSSCHEDULED WILL 15E yA
I,lo.2 TEMPORARY TRASP STORAGE AND REMOVAL: THE 13.1 STRENGTH: SELECT PROPORTIONS FOR A MIX DESIGNED SURFACES. JOINTS SHALL BE T160T AND SO FORMED AS TO ACCEPTABLE UPON WRITTEN APPROVAL BY THE TENANT. 0
CONTRACTOR SHALL MAKE PROVISIONS AND COORDINATE TO PRODUCE CONCRETE WITH A 2.5 DAY MINIMUM I-ro,l GENERAL- THE FOLLOWING 15 A GENERAL LIaT OF THE CONCEAL 5PRINKAGE, MITER ALL JOINTS AT COFRNER5, COPE 1.2.2 JOINTS TO BE CAULKED 5H)ALL BE AT LEAST 1/4" WIDE. I
WITH THE LANDLORD'5 PROJECT MAN44SER TO PROVIDE [)IVISION 2 - SITEWOR< (Where callea For COMPRES51VE 5TRENGTI4 OF 3000 PSI. UNLESS OTHERWISE METAL WORK TO BE FURNISHED UNDER THIS SECTION OF THE ALL JOINTS AT INTERSECTIONS. CUT OR GRIND JOINT IF NECESSiARY TO MAINTAINWIDTH. 2 MATEfRIAL
ARRANGEMENTS FOR THE STORAGE AND REMOVAL OF NOTED OR SPECIFIED. SPECIFICATIONS. OTHER ITEMS OF M15CELLANEOUS METAL :0
CONSTRUCTION DEBRIS AND SHALL PAY C05T FOR SUCH an the plaris.) WORK SHOWN AND NOTED ON THE DRAWINGS AND NOT 12,2 INTERIOR WOODWORK INSTALLATION: 1.23 PACK WITP BACKING MATEFRIAL TPE VOIDS AROUND THE 12.1 BUTTS 4 HINGES, ONLY BUTTS AND HINGES
FROVISIONS. 13.2 ADMIXTURE. USE ADMIXTURE IN ALL CONCRETE. MENTIONED ELSEWHERE IN THE SPECIFICATIONS SHALL BE METAL FRAMES WHICH ARE DEE:FER THAN THE DEFTP MANUFACTURED BY STANLEY, HAGER, LAWRENCE OR
SELECT THE TYPE (NORMAL, RETARDED OR HIGH EARLY) 12.2.1 ACCURZATELY SCRIBE AND CLOSELY FIT FACE PLATES, REQUIRED FOR CAULKING- MCKINNEY WILL BE ACCEPTABLE. ALL SHALL BE FURN15PED
SEC71ON 025-1-1 BEST SUITED F=OR THE TEMPERATURE CONDITIONS AT THE FURNISHED AS TPOU6P5FECIFICALLY DESCRIBED HEREIN. FILLER STRIPS AND TRIM STRIF5 TO ABUTTING WALLS AND TO WITH FLAT BUTTON TIF5 UNLESS OTHERWISE NOTED.
1.03 TEMPORARY FIRE PROTECTION. THE CONTRACTOR TIME THE CONCRETE 15 PLACED AND FINISHED. IRREGULARITIES OF ADJACENT SURFACES. 12.4 IN OPEN JOINTS AND WHERE' DETAILED, IN5TALL FROD
SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND Iroll TPRE5POLD5- EXTRUDED ALUMINUM OR FERR06FRIT STOCK AS BACKING MATERIAL. " 122 LOCKS AND TRIM: LOCKS AND LATCHES AIRE I CL
OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PAVEMENT M,4fR<ING `�
133 SLUMP: SELECT FROPORTICN5 TO PRODUCE CONCRETE SADDLES OF THE TYPES AND SIZES DETAILED, COPE ENDS 1222 SET WOOD FINISH STRAIGHT, FLUMB AND LEVEL, IN TRUE SCHEDULED IN DOOR SCHEDULE SWEET A3. LIKE DESIGNS
N
PROTECTION DURING CONSTRUCTION. WITP THE FOLLOWING MAXIMUM SLUMP: TO FIT THE INTENDED FRAMED OPENINGS, ALIGNMENT AND FRIGIDLY FASTENED IN PLACE. NAILING AND 12,5 WHERE SEALANT 15 To BE A�FPLIED AGAINST SMOOTH AND QUALITY WILL BE ACCEPTABLE AS INDICATED IN
1.1 DIE CRIPTION REINFORCED FOOTIW_iS -------------- 511 FASTENING SHALL BE CONCEALED WHERE POSSIBLE. METAL SURFACES, WIFE THE555�URFACES CLEAN WITH, A HEADING I.I.I.
1.6,4 PROTECTION Or- WORK IN FLACE� WORK IN PLACE THAT _5 REINFORCED WALLS, BEAMS AND 5LASS --- 4" 1-b.12 MISCELLANEOUS 17EM5- FURNISHI MISCELLANEOUS SUITABLE KETONE 5OLVENT (MI-IlEDIATELY PRIOR TO 122.1 FURNISP LOCKS WIT14 ASA STANDARDIZED STRIKES- >
15 5UBJECT TO INJURY BECAUSE OF OPERATIONS BEING 1.1.1 FAINT ANY NEW ANDIOR REWORKED LINES AS SPOWN ON ANGLES, CHANNELS, CLIPS, BOLTS, ANCHORS, STEEL SHAPES 12.23 FABRICATE ALL CAE51NET WORK AT THE MILL AND CAULKING.
CARRIED ON ADJACENT THERETO SHALL BE COVERED, THE DRAWINGS WITP A CHLORINATED RUBBER BASE PAINT 1-3.4 CONCEZEM TESTING AND THE LIKE SHOWN THROUGHOUT TPE DRAWINGS AND NOT ASSEMBLE IN SINGLE AND COMPLETE UNITS, INSOFAR AS THE >
BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH, DESIGNED FORAPPLICATION To ASPHALTIC CONCRETE SPECIFICALLY CALLED FOR TO BE FURNISPEDWrn4 ANOTHER DIMENSIONS THEREOF WILL FERMIT5WIFMENT To AND 1-3 APPLICATION 12.23 CLOSURE5: FULL RACK AND PINION TYPE WITP
ADEQUATE PROTECTION. ALL FORMS OF FROTECTIONSPALL PAVING. COLOR SHALL BE WHITE. 13.4.1 MOLDED CONCRETE CYLINDERS- ITEM OR UNDER ANOTHER SECTION OF THE WORK. INSTALLATION AT THE BUILDING. CONSTRUCT LARGE PIECES ADJUSTABLE SPRING POWER AND BACKCHECK AND AS
BE CONSTRUCTED IN A MANNER SUCH THAT, UPON REQUIRING SECTIONAL CONSTRUCTION SO TPEfR SEVERAL 13J PRIMING: PRIME POROUS X)INT -SURFACES, MANUFACTURED BY LCN, NORTON, SARGENT, CORBIN, RUSeWIN,
COMPLETION, THE ENTIRE WORK WILL. BE DELIVERED TO THE 1-2 INSTALLATION 1-3.4.1.1 PROVIDE THREE TEST CYLINDERS FOR EACH 15 CU. 1.1 IN5TALLATION FARTS ARE ACCURATELY FITTED AND ALIGNED WITH, EACP PARTICULARLY CONCRETE ANM MASONRY. OR YALE OR AS IND ICATED IN DOOR AND FRAME SCHEDULE. Lu
TENANT IN PROPER, WHOLE AND UNBLEMISHED CONDITION. Y05, OR FRACTION THEREOF, OF EACH CLASS OF CONCRETE OTHER. 1.4 KEYING 2 <li
1.2,1 AREAS TO RECEIVE FAINT SHALL BE CLEAN AND DRY. OF EACH DAY'5 PLACEMENT. 1-3.2 DEFTW OF CAULK: nENERALLLY, CAULK JOINTS TO BE .4
1.1.1 DELIVER, STORE AND ERECT METAL Wof::X INSUCP 12,3 HARDWARE APPLICATION: FURNISH AND INSTALL THE DEPTH No GREATER THAN JOIN17 WIDTH, BUT NEVER LE55 tj
lfo5 MATER141-5- ALL MANUFACTURED ARTICLES, MATERIALS Do NOT FAINT WHEN THE TEMPERATURE 15 BELOW 40 13.4.1-2 TEST ONE CYLINDER OF SEVEN DAYS, TWO AT 26 MANNER THAT THE FARTS AIRE NOT DAMAGED OR CASEWORK HARDWARE REQUIRED IN TP15 5ECTICN_ OTHER THAN 1/4" DEEP. 1.4.1 KEYS; MASTER-KEY ALL LOCKS IN CNESET. FURNISP d)
DEGREES F OR A RELATIVE HUMIDITY ABOVE 85%. MASTER KEYS AND CHANGE KEYS IN ACCORDANCE LV
zS5 DIRECTED OTHERWISE BY THE ARCHITECT. DEFORMED. PARoWARE WILL BE FURN15HED AND DELIVERED AS z W
AND EQUIPMENT 5PALL BE APPLIED AS RECOMMENDED BY DAYS, UNLr ITH THE
T14E MANUFACTURERS, ALL LIKE MATERIALS USED SHALL BE DIVISION 3 - CONCRE7E (W�4ERE SPECIFIED IN SECTION 00110 AND THE CONTRACTOR SHALL 1-33 CAULKING: APPLY 5EALANlT IN ACCORDANCE WITH THE WISHES OF THE TENANT. �10
NEW AND FREE FROM DEFECTS. ALL LIKE MATERIALS USED 13.4.13 REPORT THE MIX, SLUMP,GAGE, LOCATION OF 1.1.2 ANCHORAGE SHALL BE ADEQUATE TO SAFELY RESIST RECEIPT FOR AND BECOME RESPONSIBLE FOR THE MANUFACTURER'5 INSTRUCTIONS.. d)
SHALL BE OF THE SAME MANUFACTURER AND QUALITY CALLED FOR ON FLANS) CONCRETE IN THE STRUCTURE, AND TEST FRE5ULT5. ALL 5TRESSES TO WHICH THE WOW WILL NORMALLY BE HARDWARE ON DELIvERY TO THE JOB. 1-3.4 FILL JOINTS FLUSP WITP ,40J)AGENT SURFACES EXCEPT I_r7 HARDWARE SCHEQUL
UNLE55 OTHERWISE SPECIFIED. SECTION 03100 13.4-1.4 TAKE SPECIMENS AND TEST IN ACCORDANCE WITH THE SUBJECTED. 123.1 PROVIDE PROPERLY 61ZED AND ACCURATELY WHERE A RECESSED JOINT 15 5F=ECIFICALLY DETAILED. 1-15.1 REFER DOOR SCHEDULE.
ko' .(o WORKMANSHIP; ALL WORK UNDER THIS CONTRACT APPLICABLE ASTMSTANDARD SPECIFICATIONS. LOCATED MORTISES AND DRILLED HOLES FOR HARDWARE, TOOL BEADS WITP A ,5LED RUNN4EfR OR SIMILAR TOOL TO [5TORE NO: 01-8914
SHALL BE PERFORMED BY COMPETENT WORKMEN, AND DIV15ION C2 - WOOD 4 FL,45TIC5 U61NG APPROPRIATE JIGS, TEMPLATES AND POWER INSURE FULL CONTACT WITH JOINIT FACES. SECTION 00000
EXECUTED IN A NEAT AND WORKMAN-LIKE MANNER. ALL CONCRETE FCFRMWOf:R< 13.4,2 CORE TEST: MORT15ING EQUIPMENT. 1-3-5 CAULK THE FOLLOWING: F506 NO: 00=12.35 I
MATERIALS AND WOWMANSPIF SHALL BE GUARANTEED FOR 13.4-2.1 PROVIDE ONLY WHEN SPECIFICALLY 50 DIRECTED BY SECTION 06100 123.2 METAL FRAMES SHALL BE DRILLED AND TAPPED GL455 4 GLAZING
A MINIMUM OF ONE YEAR AFTER THE DATE OF: ACCEPTANCE 1.1 FORM MATERIALS (WHERE CALLED FOR ON THE ACCURATELY. 13.5.1 INSIDE AND OUTSIDE JOINTcS ADJACENT 70 WALL FORE TYFE. REL
OF THE FACILITY BY THE TENANT. j- THE ARCHITECT BECAUSE OF LOW CYLINDER TEST RESULTS. CONSTRUCTION AROUND THE FEFRIMETEFR OF ALL METAL
13.41�2 CUT FROM LOCATIONS DIRECTED BY THE ARCHITECT, FOUn�l CARPENTRY 1233 FIT HARDWARE ACCURATELY, REMOVE UNTIL PAINTER'S FRAMES IN EXTERIOR WALLS. 1.1 QUALITY A55URANCE CONS. TYf=E- AS-.is
IA WOODFORN& FOR UNIEXPOSM:�CONCREETIE SURFACES.NO�2 COMMON OR BlErMR
THE CONTRACTOR SHALL MAINTAIN THE PREMISES IN A U2'115ERt FOR EXPOSED SURFACES,PLYU)OOO k2WS OR N15ERWARD LINING N WOO SECURING IN ACCORDANCE WITH A5TM C42, AND PREPARE FIN15P 15 APPLIED AND THEN REPLACE AND ADJUST.
FORMS. AND TEST IN ACCORDANCE WITI4 ASTM C39. 1-35.2 OTHER JOINTS WHERE CAULLKING 15 DETAILED OR Ill 5AFF-TYSTANDARDS. GLAZING PROCEDURES AND 1LOC-4TION- FREE
CLEAN AND ORDERLY FASHION DURING THE ENTIRE I.I. MATEfRIAL5 1.23.4 FLOOR 5TOP5 IN AREAS TO BE CARPETED 5PALL BE NOTED ON THE [DRAWINGS. MATERIALS SHALL MEET THE REQUIREMENTS OF CP5A
0 CONSTRUCTION PERIOD, REMOVING ALL TRASP AND FRUBBISP I.L2 EXPANSION JOINT FILLER STRIPES, FWZMOLDED NON-EXTIRUDING ASPHALT "SAF=5TY STANDARD FOR ARCHITECTURAL GLAZING DIV- V. FfRES-
9 FROM THE JOB 51TE DAILY AND PLACING IN DUMFSTER(S). INPRECU14ATED FIBER50ARD STRIPS OF THII!REWRED THICKNESS. 1.4 MIXING AND DELIVERY INSTALLED DIRECTLY ON THE CONCRETE SURFACE BEFORE I
Y_ 1.1.1 WOOD.- LUMBER FOR CARPENTRY WORK SHALL BE THE CARPET 15 PUT DCWN� 1.4 CLEAN[ MATERIALS" (Iro CFFR 1202) [55UEE) JULY ro, 1911.
ALL CONSTRUCTION DEBRISSPALL BE CONTAINED WITHIN 1.2 ACCESSORIES 1.4.1 TPE MEASUREMENT OF THE CONCRETE MATERIAL5AND ARCH. DRAWN BY;
THE DESIGNATED CONSTRUCTION SITE BOUNDARIES. SOUND, WELL MANUFACTURED, SURFACED 545 MATERIAL WITH 12 GLAS RICHARD LACK)<QRL
THE MIXING AND DELIVERY OF FRESH CONCRETE To THE A MOISTURE CONTENT LIMIT OF- N396 C'5-DRY" ON THE GRADE DIVISION -1 - T�4EFRMAL 4 MOISTURE 1.4.1 CLEANADJACENT 5UFRFACE5� OF 5OILING DUE TO
(0 12J FORM TIES, nCLTS OR PATENTED DEVICES WITH A TEN51LE STRENGTH OF AT LEAST 300W JOB SPALL MEET THE REQUIREMENTS CFASTM C c34-10A CAULKING OPERATIONS, TH15 Af=PLICATOIRSHALL BE 4RCH. C�ECXEE) E3y:
U36- TIES SHALL BE ADJUSTABLE AND WITH=TUG6 OR CONI555 WHICH WCAJLD LIEAVE A STAMP). RESPONSIBLE FOR AND SHALL EBEAR THE COST OF 1.2.1 TEMPERED CLEAR. 1/4" AND 1/2" THICK TEMPERED JAMES WMARD
1.63 REFER F:RE!5f=CNSIE51LITIE5 !5C�4EDULES THROUGHOUT I Z:Dj
61i HOLE OR DEMWESSION LARr.RR THAN Nl/8"IN EXPOSED CONCRETE "STANDARD SPECIFICATION FOR READY-MIXED CONCRETE". PROTECTION
In DRAWINGS FOR ITEMS SPECIFICALLY CALLED OUT TO BE REPLACING ANY MATERIAL DAI-MAGED OR DISCOLORED DUE POLISHED PLATE OR FLOAT GLASS CERTIFIED LUIT14
04 CATEGORY 11 OF fro CFR 1201, REFER TO DRAWIN65 FOR ENG. E)RAWN BY:
0 FURNISHED AND/OR FURN15HED/IN5TALLED BY TENANT, THE 13 FO RIM WO 1.4.2 LABORATORY DESIGN MIX- 111.1 DIMENSION; 51-16 GRADE MARKED NO. 2 DIMENSION TO CAULKING OPERATIONS. LOCATION, TONY UY
N CONTRACTOR 5PALL BE RESPONSIBLE FOR RECEIPT, SOUTHERN PINE OR WCL5 GRADE, MARKED No. 2 DIMENSION SECTION 0-1210 ENG. CI4EC<ED BY:
Q DIVISION 5 - DOORS -s WINDOWS 13 INSTALLATION
1) PROTECTION, VERIFICATION Or- QUANTITIES AND TYPES OF 13J GENERAL. FORM ALL CONCRETE LIKLES5$HOAN OTHERWIS11- FOWILIOW SMALL MET 1.42.1 AFTERAFF'ROVAL OF AGGREGATE AND OTHER DOUGLAS FIR
N THE REQUIREMENTS Oil Ar-1 341-68"RECOMMIENDED PRACTICE FOR CONCRalE F0R_kwW_'
�6 MERCHANDISE RECEIVED BY HIMSELF OR PIS DIMENSIONS GIVEN CN THE DRAWINGS ARE THE MINVUll NET MEAWREMENTS CP THE MATF-%ALS, PROVIDE MIX DESIGN IN ACCORDANCE WITP Ar-I SCARIA JOSEP14
SUBCONTRACTOR5- T�-IE CONTRACTOR WILL MAIL WEEKLY, TO STRJCTURAL MM-fBERS. 013. 1.112 BOARDS: SFIB GRADE MAFQJ<ED NO. 2 BOARDS BUILDING INSULATION 13.1 5ETTIN6 GLA55- 00 THE GLAZING OF STOREFRONT AND C>ATE. C
THE TENANT-5 PROJECT MANAGER, ALL SIGNED RECEIVING CONSTRUCCT FOW5 TO THE DIMEN510145 AND 5WAPeS OF THE CONCRETE' 1.4.2.2 PROVIDE DESIGNS FOR ALL MIXES PREPARED BY A SOUTHERN FINE. SECTION 00100 DOOR5. GLAZING SHALL BE DONE AT THE SITE BYSKI"ED
DOCUMENTS, FREIGHT CLAIMS, AND MISSING ITEM REPORTS MEMBERS AS DVAILED AND_SCHLIDULED. '-'LT.A55EMBLE AND ORACU 110"TO GLAZIER5 IN CONFORMANCE WITH THE GENERAL CONDITIONS REV15ION5:
Cl WITHSTAND UET GONCRIETH CACN5TRZ_TION LOADS WITHOUT OffrLECTION5.MOVIE'ENT OR LICENSED CIVIL ENGINEER 1.1 MATERIAL.$, IN HOUSE REVISION
FOR ALL ITEMS FURNISHED BY THE TENANT. DAMAGE LEAW-46EL 1.1.13 PLYWOOD: SHALL BE AP,4 RATED SHEATHING, ALL GOVERNING GLAZING IN THE FnMA GLAZING MANUAL- 2L 05/23/02 KDQ
< STEEL DOORS 4 FFA�'IES
tt CLAIMS AND M155ING ITEMS SHALL BE INDICATED ON TPE IA23 FLY ASP IN THE MIX SHALL BE USED ONLY WITP THE VENEER CONSTRUCTION, EXF05URE 1, SIZES $PALL BE AS
'0--o RECEIVING DOCUMENTS WITP A NOTATION INDICATING EXACT STRUCTURAL WRITTEN APPROVAL OF THE ARCHITECT. SHOWN ON THE DRAWING5. Ill BATT INSULATION. SPUN MINERAL WOOL OR GLASS FIBER 13.1.1 GLAZING OF STOREFRONT SHALL BE DONE IN -
_'0 ITEMS M155ING OR DAMAGED AND A DESCRIPTION OF TPE BLANKETS OR SATTS 3-1/2" AND 6" THICK WITH ALUMINUM CONFORMANCE WITH THE METHODS RECOMMENDED BY THE �1.
0) FOIL VAPOR BARRIER MEMBRANE ON ONE FACE. MINIMUM 1.1 QUALITY A55UE3ANC MANUFACTURER OF THE VARIOUS AND SPECIFIC JOB
3: CIRCUMSTANCES 5URROUNDING THE LOSS OFR DAMAGE. IN 1.5 CONCRETE FLOcRANo SLAB FINISHES 1.1.2 FIRE RETARDANT TREATMENT- WOOED PLYWOOD AND
9 ADDITION TO THE WRITTEN NOTIFICATION OF LOST OR BLOCKING, WHERE SPECIFICALLY CALLED OUT ON THE INSULATION THERMAL RESISTANCE R-11 IN WALLS AND R-n IN CONDITIONS.
DAMAGED MERCHANDISE, THE PROJECT MANAGERSHALL BE 13.1 BRUSH: PROVIDE A TEXTURE FINISH FOR EXTERIOR DRAWING, WALL LEGENDS AND/OR DETAILS TO BE TREATED, CEILINGS RESPECTIVELY. Ill MANUFACTUFRER'5 QUALIFICATI'ICNSI ALL WORK SHALL BE
r-_ CONCRETE PLATFORM SLABS 4 SIDEWALKS. SHALL BE FIRE RETARDANT FRE55URE IMPREGNATED WITH A THE BEST GRADE OF MODERN 56POP HOLLOW METAL WORK 13.12 VERIFY GLA55 SIZES FOR REQUIRED EDGE
CO NOTIFIED BY TELEPHONE IMMEDIATELY UPON DISCOVERY OF
co FIRE-PROTECTIVE CHEMICAL TO FROVIDE A FLAME HAZARD DONE BY A RECOGNIZED MANUF=ACTUfREFR5FECIALIZIN6: CLEARANCES BY MEASURING THE OPENINGS.
,�L L055 OR DAMAGE, THE CONTRACTOR WILL BE CHARGED
0 FOFR ANY ITEM THAT IS LOST OR DAMAGED WHEN PE HAS NOT 1-5.2 SMOOTH TROWEL FINISH FOR SLABS. CLASSIFICATION OF 25 OR LESS IN CONFORMANCE WITH THEREIN- 1.4 CLEANI
�5
m FOLLOWED THE PROCEDURES INDICATED ABOVE. UNDERWRITERS LABORATORIES TESTING REQUIREMENTS.
CN - WOOD AND FLYWOOD 51�-IALL 15EAR 1.2 MATERIAL 1.4.1 UPON COMPLETION OF THE TENANT'5 AREA, CLEAN ALL
EACH PIECE OF
cq
0 lb.'� DELIVERY OF TENANT-FURNI SPED ITEMS. THE TENANT'5 IDENTIFICATION SHOWING THE FIRE FEFFORMANCE RATING GLASS ON BOTPSIDE5 AND REMOVE LAE3EL5, FAINT 5FOTS,
0 1-2.1 SPEETAND STRIP; COMMERCCIAL QUALITY, LEVELED, PUTTY AND OTHER DEFACEMENT. REPLACE DAMAGED
0 PROJECT MANA6EFR WILL PROVIDE TO THE CONTRACTOR PIS AND ISSUED BY AN APPROVED TESTING AGENCY PAVING A
(D COLD-ROLLED STEEL MEETING ITHE REQUIREMENTS OF A5TM GLASS WITP NEW.
DELIVERY SCHEDULE FOR TENANT-FURNISHED ITEMS AT THE RE-EXAMINATION 5ERVICE, SWEET
> A 36rb-12 AND FREE OF SCALE �AND OTPER SURFACES
c BEGINNING OF THE PROJECT. SHOULD THE CONTRACTOR
0 DEFECTS. REFER To SCHEDULE- FOR TWICKNE!55.
0 DESIRE DELIVERY DATE$ DIFFERENT FROM THOSE
-!d
PROVIDED, EVERY EFFORT WILL BE MADE TO ADJUST THE
13 FABRICAILG�j
DELIVERY DATES ALTWOUGH THE TENANT CANNOT
GUARANTEE THAT THE REQUESTED SCHEDULE CAN BE MET-
C,4 1-3.1 DOORS- FULL FLUSW TYPE O)F WELDED 5EAMLE55
CD
0 CONSTRUCTION WITP NO VISIBLE SEAMS OR JOINTS ON FACES
S9 OR VERTICAL EDGES.
LO
Lr)
(7)
C)
LNO. 2 OF 14J
MASTER DOC. REV. 10/1/01
DIVISION c3 - FIN151-4ES 1,1.4 ADHESIVE: WATERPROOF, STABILIZED TYPE AS I-ralro EXP05ED ITEMS OF MECHANICAL AND ELECTRICAL 13.ro PROTECTIO
RECOMMENDED BY FLOORING MANUFACTURER. ASPHALT MACHINERY AND EQUIPMENT WHICH ARE NOT COMPLETELY SC�4EDULE OF CONSTRUCTION RESPONSIBILITIES 45-15
EMULSIONS AND OTHER NON-WATERFROOF TYPES ARE NOT FACTORY FINISHED. 1.3.1 UTILITIES: CL05E PIPE CFENIN65 WITH CAPS OF, FILUGS,
SECTION Oc3250 ACCEPTABLE. I COAT SPREAD GLOSS ENAMEL- AND PROTECT ELECTRICAL WORK AS NECESSARY. NA NOT APPLICABLE
GTF5UM WALLBOARD 1.13 LEVELING AND PITCHING COMPOUN05- LATEX TYPES AS Iro-2 GYPSUM WALLBOARD 1-33 EQUIPMENT: TIGHTLY COVER AND PROTECT EOUlf-MENT LL LANDLORD (a co
RECOMMENDED BY FLOORING MANUFACTURER. AGAINST DIRT, WATER, AND MECHANICAL OR CHEMICAL Re RADIO SHACK 0
1.1 MATERIAL - I lu w
AP-2.1 GYPSUM BOARD CEILINGS INJURY� TC-4c TENANT'S GENERAL CONTRACTOR M
12 INSTALLATION I COAT USG TEXTURE II- FINE STIPPLE TEXTURE EX EXISTING
Ill STUD.& 5T-UO5 ROLL-FORMED FROM 20 GA. I COAT SPREAD LATEX 5EMI-GLOSS rzNAMEL_ 13.9 DAMAGE TO OLLNER'5 PROPERTY DUE TO FAULT OR T55 TANDY SECURITY SYSTEMS
ELECTRO-GAILVANI ZEE) STEEL, REFER SECTION 05,400 AND 12-1 PLACE TILE UNITS WITH ADHE51VE CEMENT IN STRICT
NEGLIGENCE OF THE CONTRACTOR SHALL BE REFAIF:REID OR
LL
V -v-
ARCI-41TECTURAL
1.12 WALL50AFZ0. STANDARD FIRE-RATED GYPSUM BOARD 1.12 MATCH TILES FOR COLOR AND PATTERN BY USING TILE 1�63,1 GYPSUM BOARD CEILINGS 1
WALL LEGEND FOR EXACT SIZE, GAUGE ANDSPACING. COMPLIANCE WITH THE MANUFACTURER'5 RECOMMENDAT IONS. fjg?3 GYPSUM WALLBOARD REPLACED AT NO ADDITIONAL EXPENSE TO THE OLLNER
-----------
=IDGE5: NATIONAL FROM CARTONS IN THE SAME SEQUENCE AS MANUFACTURED I COAT U-r-G TEXTURE 11 - FINE STIPPLE TEXTURE OTHERS) 40N.STR=TION
WITH EASED OR BEVELED AND TAPERED r -3.10 SCHEDULE (REFER TO ARCHITECTURAL DRAWING6 FOR
GYPSUM "STAi-SMOOTH NRE SPEILD WALLBOARD", U-'xn AND PACKAGED. LAY TILE WITH GRAIN RUNNING IN ONE I COAT SPREAD SATIN LATEX WALL PAINT
"SPEETROCK i5W FIRECODE GYPSUM PANEL", OR APPROVED DIRECTION PARALLEL TO THE SHORT DIMEN51ON OF ROCM. 13,11 RADIOSPACK CABINET FIXTURES - REFER TO DIVISION It STOREFRONT 4 STOREFRONT DOOR EX EX
EQUAL- 1-63-2 GYPSUM 50ARD WALL5 EQUIPMENT SECTION 1110-T.
123 TIGHTLY CEMENT TILES TO 5UBFLOOR WITHOUT OPEN I COAT USG TEXTURE 11 - FINE STIPPLE TEXTURE SLAB EX EX
1.13 .5CREW5: DRYWALL5CREWS, TYPE 5 BULGE HEAD. CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, 2 COATS SPREAD LATEX 5EMI-GLO55 ENAMEL- 13.12 COMPAQ FIXTURES - REFER TO DIVISION 11 EQUIFPMENT
TELEGRAPHING OF ADHE51VE SPREADER MARKS THROUGH SECTION 11101. INSULATION (WALLS, CEILINGS) TGC TGC
1.1.4 TRIM: GALVANIZED STEEL CORNER REINFORCEMENTS, TILE, OR OTHER SURFACE IMFERF-ECTION5
EDGE TRIM, ANGLES, AND CASINGS± U5G -200 SERIES OR OEM15ING WALLS PARTY WALLS-STUOD ING
APPROVED E�OUAL. 13-13 SPRINT FIXTURES [DIVISION 11 EQUIPMENT SECTION 1110ro. EX EX
12.4 APPLY RESILIENT BASE TO WALLS, COLUMN, PILASTERS, 1-DIVISION 10- 5f=ECIALTIES IDEM15ING WALLS PARTY WALLS - 5/&" FIRE RATED
1.1-D REINFORCING TAPE. CROSS LAMINATED, SPARK CASEWORK AND OTHER PERMANENT FIXTURES IN AREAS SECTION 11101 TYPE-X GWE3 TAPED, 5PACKLED TO ROOF DECK EX TGC
WHERE THE BASE 15 INDICATED ON FIN15H SCHEDULE. rl
PERFORATED FIBER TAPE. INSTALL BASE IN 48 LONG .45 LENGTH AS PRACTICABLE WITH SECTION 10800 INTERIOR PARTITIONS <
MITERED OR COPED INTERSECTIONS. TIGHTLY BOND BASE STORE FIXTURES Tc-sc TGC
Ilro JOINT CO"POUND± QUICK DRYING FOLYINDUATE TYPE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH TOILET ACCESSORIES TOILET ROOM PARTITIONS-INCLUD ING DOORPRAME,HARDWARE 4 FINISHES TGC TGC ui C) CC)
PRE-FILL MAT'ERIAL. CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL 1.1 SECTION INCLUDE 0 C:)
12 INSTALLATIC SURFACES. 1.1 AC-CE55ORIE HALLWAY Taic Tcc < co CC)
1.1.1 OWNER FURNISHED AND CONTRACTOR INSTALLED FAINT
L23 PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO TGC TGc Lu
2FRINT FIXTURES, DEFININqG T E
1,2.1 APPLY GY'fz5UM WALLBOARD FIRST To THE CEILINGS AND FLOORING AND SECURE WITH ADHESIVE. INSTALL EDGING 1.1.1 TOILET TISSUE DISPENSER: SURI_-ACE MOUNTED TYPE: RAD105PACK, COMPAQ, AND F
EQUIPMENT BY DRAWINGS AND PRODUCT PARTS WITH CERAMIC TILE
THEN TO THE fFARTITION5. USE MAXIMUM PRACTICAL LENGTH 5TRIFS AT ALL UNPROTECTED EDGES OF FLOORING. SEE SCHEDULE. DESCRIPTIONS. NA NA
TO MINIM17-E END JOINTS. FIT ENDS AND E06ES CLOSELY, WAINSCOT (TOILET) cc U)
BUT NOT FORCED TOGETPER. 12_(�, REMOVE EXCE554DPESIVE OR OTHER SURFACE 1-1.2 FRAMED MIRROR. SEE SCHEDULE. 1.12 RELATED SF-CTION TC-4c TGC (.0
SLEM15PEF2 FROM TILE FLOORING. PROTECT INSTALLED co
TGC TGC;4 C4 U) "j.
122 FASTEN WALLBOARD T05TUDSAND RESILIENT CHANNELS FLOORING FROM DAMAGE BY USE OF HEAVY KRAFT PAPER 1.13 GRAS BARS: SEE SCHEDULE- 1.13SECTION 11106 - OWNER FURNISHED WAINSCOT (HALLWAY) :Tjr- LU < cr)
WITH POWER DRIVEN WALL50ARD SCREWS. SCREW SPACING OR OTHER COVERING. MERCHANDISING/DISPLAY EQUIPMENT. WALL SYSTEM IRS T(sc
SHALL NOT EXCEED fro" 0. C. FOR PARTITIONS. FIRE RATED I x
PARTITIONS, SIFACING SHALL BE 12" 0- C. 1.21 FINISHING: AFTER COMPLETION OF FROJECT, 1.1.4 TOWEL DISPENSER- SEE SCHEDULE. TOILET 6" VINYL COVE BASE Re TGC W
THOROUGHLY CLEAN TILE FLCORS AND ACCESSORIE5. 1.1,4 DIV15ION 16 - ELECTRICAL. *N J) II-_
1.2.3 REINFORCIE EXPOSED EXTERNAL CORNERS WITH METAL 1-15 BLOCKING FOR GRAB BARS. BEE DETAILS. ro" VINYL COVE BASE R5 TGC C
CORNER REINFORCEMENT. 1.1-5 QUALITYASSURANCE 1 -0
SECTION 09&00 FIRE EXTINGUISHER 2A 106C 10"IN PER LOCAL CODE L_
12.4 WHERE WAILLSOARD SURFACE ABUTS 01551MILAR 12 INSTALLATION 1.1-ro WCF;�K UNDER TP15 5ECTION SHALL BE BY _l-'KILLED,,, CLEANING Re TGC < co co
EXPERIENCED AND QUALIFIED MECHANICS "APFROvEED By TGc; TGC 0
INTERSECTING SURFACE5 SUCH AS METAL. TRIM THE MEETING CARPET 12.1 INSTALL THE TOILET ACCE55CRIES WHERE INDICATED OWNER". FOR LIST OF FREAFFROVEID MECHANICS, CONqTACT WOOD BLOCKING FOR WALL SYSTEM c/)
EDGE WITH A "ETAL TRIM ANGLE HELD APPROXIMATELY 1/4" AND AS DIRECTED TO BE IN GOOD ALIGNMENT WITH THE OWNER TGC TGC Lij
AWAY FROM T"E INTER, 5ECTING5URFACE. CAULK THE JOINT 1.1 MATERIAL WALL AND RIGIDLY FASTENED IN PLACE. ADPE51VE <
FULL WITH SEAtLANT AND TOOL SMOOTH. MOUNTING5 AND PLASTIC WALL PLUG MOUNTING5 WILL NOT BE Ill Coo DINATIC MAST, MOUNTING BRACKETS, 4 WEATHER-HEAD Tisc TGC
12.5 APPLY A THIN LAYER OF JOINT TIPPING TO JOINTS. 1.1.1 CARPET. BY RADIOSPACK. ACCEPTABLE. SIGN PERMIT Fm CD
R R5 6 0
IMMEDIATELY EEMeED TAPE REINFORCEMENT OVER JOINTS 1.1.8 COORDINATE WITH ARCHITECT FOR SPECIFIC EOUIPIMENT ..- 4 () co U-
AND FOLLOW WJITP A SKIM COAT OF COMPOUND. 112 CARPET EDGE GUARD. MANUFACTURER'5 STANDARD 70 BE PROVIDED BY OWNER CONSTRUCTION PERMIT Rs -rec
BEND-DOWN TYPE OF FORMED OR EXTRUDED ALUMINUM Lu
1.2.6 APPLY JO)INT TOPPING OVER THE TAPE TO FILL FLUSH CARPET EDGE GUAR05TRIFFING. DIVISION 11 - EQUIFMENT I.I.S COORDINATE WORK OF TH15 SECTION WITH RELATED) 0 Fm
WITH THE BOAF�RD SURFACE. 1.13 ADHESIVE FOR CARFET; BY RAOIOSHACK WORK OF OTPERSECTIONS TO OBTAIN PROPER CEILING- LAY-IN ACOUSTICAL TEE GRID 51
SECTION 11106 INSTALLATION OF ALL ITEMS. BECOME ACQUAINTED WITTH T TGC TGC
1.2.1 APPLY JOIIINT TGFPIW-:s OVER THE FILL COAT AND 1.1.4 MISCELLANEOUS MATERIALS- PROVIDE THE TYFES WORK OF OTWER5ECTION5 WHOSE WORK ABUTS ADJOIM5, R CEILING- GYP5UM E30ARD (TOILET) TGC TGC X
IS IN ANY WAY AFFECTED BY, OR RELATED TO,
FEATHER OUT ESMOCTPLY BEYOND FILLCOAT EDGE. 5AND �ORK UliND R CC
AOPE51VE AND OTHER ACCESSORY ITEMS RECOMMENDED TH15 SECTION. CEILING- 2' X 2' LAY-IN ACOUSTICAL TILES R5 TGCl
BETWEEN COATrS AS NECESSARY TO PROVIDE A SMOOTH BY THE CARPET MANUFACTURER OWNER FURN15HED MERCHAND15INn/D15PLAY EQUIPMENT 4
SURFACE REAIDY FOR FAINTING. 1.1.10 INDICATION OF PIPE CONNECTION SIZES ON THE PL_4N CEILING- 2' X 4' LAY-IN ACOUSTICAL TILES (HALLWAY) Re TGc;
120 FILL SCRE11W HEAD DEPRESSIONS FLUSH WITH THREE 12 INSTALLATION 1.1 SECTION INCLUDE5 SHALL IN No WAY RELIEVE CONTRACTOR OF THE CEILING- DECORATIVE INSERT PANELS
RESPONSIBILITY OF CHECKING AND VERIFYING THEIR SH _iR5 TGC
COATS OF COM"IFOUND. 1.2.1 INSTALLER: LAY INA CHECKER E30ARD PATTERN 1.1.1 OWNER FURNISHED EQUIPMENT INSTALLED EBY AND LOCATIONS FROM THE ACTUAL EQUIPMENT TO BE FLOOR
STARTING IN CENTER OF STORE TO WALL TO WALL. CONTRACTOR UNDER THIS SECTION, DEFINING THE EQUIPMENT INSTALLED AND ANY AVAILABLE ROU6HING-IN DIAGRANMe
12.'b FINISH IIIET�Al_ CORNER REINFORCEMENTS AND EDGE AND 12-2 APPLY ADHE51VE IN ACCORDANCE WITH
CONTROL JONlT TRIM WITH TWO OR THREE COATS OF JOINT MANUFACTURER'5 INSTRUCTIONS BUTT CARPET SEAMS AND AND EXTENT OF WOW REQUIRED. CARPET TILE&/EC0 AND ADHESIVE Re TGC
COMPOUND, USI,IW_2 EDGE TRIM AS A 5CREED TO SECURE A EDGES TIGHTLY TOGETHER, ELIMINATE AIR POCKETS AND 1.1.11 PROQUCT D����T
SMOOTH, FLAT FFINISH. ROLL TO ENSURE UNIFORM BCND EVERYWHERE. 1.1-2 RELATED SECTIONS 1-1.12 GENERAL CONTRACTOR IS THE AUTHORIZED RECE 'IN VINYL COMPOSITION TILES R5 TGC
i I REDUCER STRIPS/JOINER,
ia R
AGENT FOR THE MAIN FIXTURE ORDERS. IT 15 THE C I , Re
SECTION 0155io) N ZEE L Tric
123 REMOVE DEBRIS FROM INSTALLATION, CAREFULLY 1.13 SECTION 11106 - STORE FIXTURES. CONTRACTOR'S RESPONSIBILITY TO COUNT AND VERIFyr T E TOILET SHEET VINYL
ACOUSTICAL CEEILINGS SORTING PIECES OF CARPET TO BE SAVED FROM SCRAPS PRODUCT RECEIVED AGAINST THE PACKING LIST- Re TnC
1.1 JOB CONDITIONS TO BE DISPOSED OF. 1.1.4 QUAI-ITY ASSURANCf TANDY CAE31NETS DOORS I
12.4 VACUUM CARPET WITH A COMMERCIAL MACHINE, WIT" <
ROTATING AGITATOR OR BETTER IN THE NOZZLE. REMOVE 115 WOFzd< IF THIS SECTION SHALL BE BY 5KILLED, 1.1.13 PACKING L15T SHALL BE RETAINED ON 51TE SO IT C;AN REAR EXTERIOR DOORS 4 HARDWARE TG r_ TGC
1.1.1 MAINTAIN A rMINIMUm TEMPERATURE OF 60 DEGREES F ALL SOILED SPOTS. EXPERIENCED AND QUALIFIED MECHANICS OF THE BE REFERENCED BY THE GENERAL CONTRACTOR, TOE INTERIOR DOOR9, FRAMES, HARDWARE
DURIN6; AND AFFTER INSTALLATION OF ACOUSTICAL WORI< APPROPRIATE TRADE FOR THE WORK INVOLVED- INSTALLERS OR RAD105HACK, Tncl TnC < 'c
12 MATEfRIAL 5ECTION 0<31E�00 COME31NATION METAL LOCK ESAR/PANIC DEVICE ,_TG
lli;�, COORDINATION 1.1.13 THE GENERAL CONTRACTOR MAY EMPLOY THE LEXAN K10'PLATE Re C
12-1 ACOUSTIC LAY-IN PANELS: MINERAL FIBER PANELS INSTALLER TO HANDLE RECEIVING AND VERIFICATIONS. Re TGC
MEETING FED. SPFEC- 55-5-118A. CLASS 25 PAINTING 1-1.1 COORDINATE WITH ARCHITECT FOR SPECIFIC EQUIPMENT PEEP HOLE -<
(NON-COMBUST115LE)AND HAVING A NRC RANGE OF 55-,ro5. 1.1 JOB CONDITIONS TO BE PROVIDED By OWNER 12 NOT USED. Re TGC
r-IxTtiRrzs
12.1.1 SIZE,5: 24"x24" and 24N48" PANELS WHERE SCHEDULED 1.1.5 COORDINATE WORK OP THI65ECTfON WITH RELATED 1-3 ff�iT�u
AND AS SHOWN ON THE DRAWINGS. 1.1.1 ENVIRONMENTAL REQUIREMENTS: MAINTAIN THE WORK OF OTHER SECTIONS TO OBTAIN FROFEfR SECURITY GAGE Re TGc;
TEMPERATURE IN51DE THE BUILDING AT NOT LESS THAN 60 INSTALLATION OF: ITEMS. BECOME ACQUAINTED WITH THE 1-3.1 LOCATIONS: THE GENERAL ARRANGEMENT OF THE 57OR ROLLNr_7 SHELVING SYSTEM
1.2.1.2 DE51GN: C7,OURSE NON-DIRECTIONAL FI55URED DEGREES F. DURING PAINTING AND FINISHING. 00 No WORK OF OTHER SECTIONS WW05E WORK ABUTS, ADJOINS, OR FIXTURES IS INDICATED ON THE DRAWINGS. IRS TGC
SURFACE± AR"5TRONG "CORTEGA" OR E(�UAL, OUTSIDE PAINTING IN COLE) OR DAMP WEAT�4ER_ FLOOR DISPLAY FIXTURES
15 IN ANY WAY AFFECTED BY, OR RELATED TO, WORK UNDER 13.2 ROUGHING-IN: WHEN FIXTURES ARE NOT AVAILABLE Re TGC
12 SUE35 -ITUTIONS THIS SECTION-
C4 N
12.1.4 EDGES; S(QUARE. PRIOR TO THE INSTALLATION 5CWEIDULE, ROUGP-IN THE CA5pwRAp ct)
DIRECTED, AND
UTILITY SERVICE AT WALLS OR FLOORS AS r Re TGC
12-25USFENSION4 SYSTEM: EXPOSED TYPE AS 12.1 PAINT SCHEDULE- PAINTING MATERIALS AIRE SCHEDULED 1.1.9 INDICATION OF FIFE CONNECTION SIZES ON THE PLANS LEAVE READY FOR FUTURE CONNECTION. STOCKROOM FIXED SHELVING Re TGC <
MANUFACTURED, BY CHICAGO MATALLIS, DONN, RoFEfR AS SHERWIN WILLIAMS. IF FAINTIWG MATERIALS OTHER THAN SHALL IN No WAY RELIEVE CONTRACTOR OF THE
EASTERN OR EaUAL. TW05E SPECIFIED ARE PROPOSED FOR USE, THE RESPONSIBILITY OF CHECKING AND VERIFYING THEIR SIZES 13-3 INSTALLATIONS. INSTALL FIXTURES IN STRICT STOCKROOM FURNITURE Re TGC
CONTRACTORSPALL SUBMIT AND LOCATIONS FROM THE ACTUAL EQUIPMENT To BE CONFORMANCE WITH MANUFACTURER'S DIRECTIONS WHERZE .. rFl WE
122.1 COMPONENIT5 SHALL BE ROLLED A COMPLETE SCHEDULE OF THE MATERIALS TO BE INSTALLED AND ANY AVAILABLE ROUGWING-IN DIAGRAMS, INTERIOR GRAPHICS AND 5IGNAGE
-FORMED FROM STEEL AVAILABLE- WORK SHALL BE ASSEMBLED AND INSTALL-ED Re T(sc
TO MEET A5TM CC 635-69 AND CONFORM TO THE SUBSTITUTED. THE SCHEDULE SHALL L15T MATERIALS BY IN HARMONY WITH OTHER TRADES AT SUCH TIMES AND IN4 ITABLE -i CHAIRS (RELOCATE COM Y
MANUFACTURER, BRAND NAME .4ND TYPE FOR EACH
REQUIREMENTS fFOFR INTERMEDIATE DUTY STRUCTURAL 1-2 EaUIPMEN SUCH SEQUENCE AS ACCEPTABLE TO THE OWNER. PAQ TABLE) Rs TGC w
-ATION.L
CLA55IFIC SURFACE TO BE FINISHED. 13-4 CUTTING AND fR
EFAIRING <
13 MATERIAL 12.1 ITEMS SCHEDULES AS "OWNER FURNISHED, CONTRACTOR F__
1.2-22 SYSTEM SH4ALL BE DE51GNED ,4ND SIZED TO SUPPORT tj y i l-__ 0 (0
-ECTION OF INSTALLED", SHALL BE INSTALLED AS WORK OF THIS 1-33 WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE,, AND i= w W P
THE CEILING A86SEMBLY WITH A MAXIMUM DEFi i fr- j
113(50 OF THE SF=AN. 13.1 PAINT MATERIALS. MATERIALS OF: BEST QUALITY GRADE PROJECT. FOR INSTALLING THE FIXTURES, ANY CUTTING OF z
AND MANUFACTURED BY GLIDDEN ARE REPRESENTATIVE OF CONSTRUCTION SHALL BE DONE ONLY WITH WRITTEN G� _1 I__
THE STANDARD OF allALITY REaUIRED. 1-2.2 WORJ< SPALL INCLUDE LABOR, TRANSPORTATION, PERMISSION. W
1.21 HANGERS: 12 GA. ANNEALED AND GALVANIZED $TEEL -q
WIRE. MATERIALS, TOOLS, AND UTILITIES NECESSARY FOR THE
1.4 PREPAEATION FOLLOWING: 13-ro PROTECTION
1-3 1.4.1 PERFORM PREPARATION AND CLEANING PROCEDURES IN 123 RECEIVING AND STORAGE OF OWNERFURN15WED, Iz.'l UTILITIES: CLOSE FIFE OPENING5 WITP CAPS OR FLLWGS, [5TCFE NO: 01-W-141
13.1 GENERAL. I�N5TALLATICN PROCEDURES SHALL MEET OR ACCORDANCE WITH COATING MANUFACTURER'S IN5TRUCTION5 CONTRACTOR INSTALLED EaUIPMENT_ AND PROTECT ELECTRICAL WORK AS NECESSARY.
EXCEED THE MA�,NUFACTURER'5 RECOMMENDAT IONS AND FOR EAcW SUBSTRATE CONDITION.
A5TM C ro36-615.�. 1.2.4 PROVIDING MATERIALS AND COMPONENTS FOR THE 13.8 EQUIPMENT- TIGHTLY COVER AND PROTECT EQUIFMEENT L22
1.4-2 WAS" GALVANIZE[) METAL SURFACES WITH MINERAL AGAINST DIRT, WATER, AND MECHANICAL OR CHEMICAL
SPIRITS OR XYOL TO RE511DUAL GREASE AND OIL. EQUIPMENT AS NECE55AFRY TO INSTALL IN AN OPERATING INJURY. 1,05TORE TYF-E-- REL
0 132 SUSPENSION-:
CONDITION, BUT NOT INCLUDING REPAIRING OF EXISTING CONTACTS
1.54FELICATION DAMAGE TO THE EQUIPMENT. 1-3-9 04MAGE TO CWNER'5 PROPERTY DUE TO FAULT 0 FoNe. TYFE- AS-1.5
-2 13-2.1 DIRECT SUS�PEND THE MAIN TEES WITH HANGERS R VICE PRESIDENT RADIOSHACK REAL ESTATE PHONE (511) 415-ro(o45
SPACED NOT MORE THAN 24" 0. C_ NEGLIGENCE OF THE CONTRACTOR5PALL BE REPAIRED, OR CONTACT- ANDY ZEINFELD FAX 0 (811) 415-6612
Q 1.5.1 WORI'�' -4NSHIF` SHALL BE OF THE HIGHEST QUALITY. MIX 125 INSTALLATION OF EQUIPMENT IN TH15 PROJECT, REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER.. [LOr-4TION:
1322 SUPPORT LJG14T FIXTURES ON MAIN TEE RUNNERS ONLY. AND USE FAINT MATERIAL IN ACCORD WITH MANUFACTURER'S COMPLETE AND IN OPERATING CONDITION, INCLUDING THE VICE PRE51DENT - RAID105PACK LEASING
INSTRUCTION. PHONE 9 (51-1) 415-41102 IV. V. FRE5.
:!f WPERE FIXTURE5i DO NOT FALL ON MAIN TEE RUNNERS, ADJUSTING AND CALIBRATION OF THE EQUIFMENT ,45 CONTACT: MAW PULLINGER FAX 415-rp,512
< ADDITIONAL 5UF0PORT WILL BE REQUIRES 50 THAT THE NECE55ARY FOR PROPER OPERATION. E
r__ 1_�il AFTER Wool:) DOORS WAVE BEEN FITTED, FAINT TOP, DIRECTOR - CONSTRUCTION
IR DEFLECTION CAFPABILITY OF THE CEILING SYSTEM 15 NOT PHONE A (511) 415-0513ro fRCP. C)RAWN BY-
Lo EXCEEDED. BOTTOM, AND VERTICAL EDGE SAME AS FACES. CONTACT.- MIKE WU050N FAX 415-Co5ol RICHARD L:��YQ,�RL
�lq 12.6 ROUGPING-N AND FINAL UTILITY CONNECTIONS FOR THE
00 15-3 TINT PRIMING COATS AND UNDERCOATS TO OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT ARCHITECT - THOMAS A. PIRTLE 111, A.IA, PHONE 0 (51-T) 415-343ro .4fRCH. GPECKEE) BY-
13-23 LEVEL TPE' MAIN TEE RUNNERS TO WITHIN 1/5" IN 12 FEET. CONTACT. TOM FIRTLE FAX 4 (511) 415-6501 JAMISS WMARD
APPROXIMATE SHADE OF FINAL COAT To A55URE REMAINS THE WORK OFSECTICNS GOVERNING THE SPECIFIC
UNIFORMITY OF COLOR IN FINISH. UTILITY. fRAWN BY:
133 MOLDING: IIN�45TALL FINISH CHANNEL AND ANGLE ARCHITECTURAL PROJECT MANAGER - RADIO514ACK FPCNE 'N (511) 415-0519, TONY UY
MOLDINGS WWEREE CEILINGS ABUT WALLS OR OTHER CONTACT: JAMES HOWARD
LLD-
CD INTERSECTIWS VE=_'RTICAL SURFACES. fro FAINT SCHEDULE 13 INSTALLATION FAX 0 (&Il) 415-9;501 HECKED B-T -
& CONSTRUCTION PROJECT MANAGER - RAr_>IOSPAcK PHONE '* (811) 415-3544 EL-C SCARIA JOSEPH
3: 13.4 LAY-IN PANEEL5. INSTALL ACOUSTIC PANELS IN THE 1_6�1 INTERIOR METAL 13.1 LOCATIONS. THE GENERAL ARRANGEMENT OF THE OLINER CONTACT: BARRY PAC-Z,5R. PROJECT MANAGER FAX * (61-1) 415-ro-501
0 TE:
C\i EXP05ED 5U.SPEEN51ON 5Y5TEM WITH 50TTOM 5URFACE5 I�roll STEEL DOOR FFP-4ME5 AND POLLOW METAL DOORS. FURNIePEO EQUIPMENT 15 INDICATED ON THE DRAWINGS. TANDY SIGN COMPANY PHONE " (811) 415-0512 IR-A
< FLUSH AND INA ITRUE LZVEL PLANE- HOLD-DCUN CLIPS ARE
I COAT SPREAD GLOSS METAL PRIMER, CONTACT- KATHY FRENTZ RE\/I5I0N5-
REQUIRED FOR A�LL PANELS IN CALIFORNIA. -GLOSS ENAMEL. FAX '0 (811) 415-6501 IN HOUSE REVISION
co 2 COATS SPREAD LUSTER SEMI 132 ROLIGPING-IN: WHEN IFOUIFMENT 15 NOT AVAILABLE TANDY CABINETS 05/23/02 KDQ
EDULE, ROUGH-IN THE FWONE * (811) 415-1110
PRIOR TO THE INSTALLATION 5CWr ZL
Co SECTION Oero5o CONTACT: TROY MONTGOMERY FAX 'R (511) 415-1148
Zt tro�ll PRIMED BUTT' HINGF_5� UTILITY SERVICE AT WALLS OR FLOORS AS DIRECTED, AND
r) I COAT SPREAD LUSTER 5EMI-6LC55 ENAMEL. LEAVE READY FOR FUTURE CONNECTICN.
RE51LIENT TILE FLLCORING TANDY SECURITY SYSTEMS PHONE 11 (811) 415-1622
IN HOUSE FREV15ION
1�613 STEEL PIPE I4ANDF;_141LS AND RAILINGS. CONTACT- RANDY GRIMM FAX A (81-1) 415-8S58 RRL
00 1.1 MATERIAL 1-33 INSTALLATIONS. INSTALL EQUIPMENT IN STRICT ZL 06/05/02
C? I COAT SPREAD GLOSS METAL PRIMER CONFORMANCE WITH MANUFACTURER'S DIRECTIONS WHERE WINDOW FILM - LLUMAR PHONE It (540) 621-3000
s 1.1.1 VINYL COMFO�SITION TILE: 12"XIVXI/8" GAUGE IMPERIAL 2 COAT SPREAD GLOSS ENAMEL. AVAILABLE- WORK SHALL BE A55EMBLED AND INSTALLED CONTACT- SALES FAX 0(r240) 621-3032
u') LLUMAR DISTRIBUTOR- PERFORMANCE r-ILMS
cq EXCELON, OR AF'llFROvED EQUAL, WITH COLOR AS INDICATED IN HARMONY WITH OTHER TIRADES AT SUCH TIMES AND IN
N ON MATERIALS. 1.6.1.4 GRILLES, DIFFUSERS AND REGISTERS IN DOORS, WALLS PHONE 0. (am)3fol-1631 E
SUCH SEQUENCE AS ACCEPTABLE TO THE OWNIEFR_
N AND CEILINGS NOT REFIN15HED. L
0 1 COAT UL7RA-HIDE ALKYD EGGSHELL ENAMEL. MEZZANINE - CUE31C DE51GN PHONE A (,500) 826--Torol
C) U.2 RESILIENT 5A$SE: TOP-SET TYPE VINYL BASE FOR 4"
AND COVE FOR 6�711 HIGH By 1/0" GAUGE WITH MATCHING END 1-3.4 CUTTING AND REPAIRING CONTACT. PETE O'WAGEN FAX 1* (262) 181�f-11310
OTHER EXPOSED IRON AND STEEL, INCLUDING ACCE55
.5 STOPS. COLOR 445 INDICATED ON MATERIALS 5CHEOULE. MARLITE
C DOORS, FANEL50ARDS, FIFE, CONDUIT, HANGERS AND 13-5 WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE, AND FHONE (1312) 660-6443
0 15FL4CKET5, LINTELS, ROOF BEAMS, FURLING5, J015TZ AND FOR INSTALLING THE EQUIPMENT, ANY CUTTING OF
V) 1.1.3 RESILIENT EIXGE STRIF5i 1/8" THICK VINYL TAPERED SPEET
SUB-PURLOINS. CASTSTONE - COS Mr,5., INC. PHONE (550) 815-4651
EDGE, COLOR TO) MATCH FLOORING, NOT LESS THAN V WIDE. CONSTRUCTION SHALL BE DONE ONLY WITH WRITTEN CONTACT: AUDREY COTE FAX 0 (650) 5-15-4660
I COAT nLID-GUARID ALKYr-> METAL PRIMER
:3 PERMISSION.
cn I COAT ULTRA-PIDE ALKYD EGGSHELL ENAMEL. CORNELL STOREFRONT SYSTEMS INC. PHONE m (500) 882-61-13 x5eO
CONTACT: DAN 15RODA FAX *(000) 862-6112
ul FOLOMYx - KENMARK INC. PHONE (214) 348-5000
Ln 2
cy) DALTILE FWONE (800) 533-T I L E
a45 3
ACCESS PANEL - JL INDUSTRIES PHONE 4 (800) 554-6011 N 0. 3 oF 14
FAX '0 (612) 835-2218
MASTEfR DOC. FEv. 10/1/01
FINISP M,4TER14L5 FROOM FIN15P SGI-4EDULE �4ARIDI114RE GROW= WINDOW SC;PEIDULE FLAN NOTES WALL LEr-;END AND eENEFR,4L NOTES
DESCRPTION 00, DESCRIPTION COMMENTS
f-I BENJAMIN MOORE: 14-1 TANGICAL CRANGE MATERIAL LATCH: EXISTING LTR SIZE DESCRIPTION HARDWARE REMARKS 1. EXISTING STOREFRONT. CONTACT RADI05PACK PROJECT MANAGER IF
Z- 1=2 BENJAMIN MOORE: Iro3a CPARCOAL(E)CORS) W BUTTS- EX15TING STOREFRONT 15 DAMAGED TO SEE IF STOREFRONT SHALL BE
q 2, 4 REPAIRED, REPLACING MATERIALS FOR "LIKE NEW"
4TE �cl
BENJAMIN MOORE- DECORATOR W1 1 CLOSER: EXISTINn EX15TING EXISTING EXISTING TSC 5PALL CLEAN GLAS54ND)i FRAME WEATHERPRCCF CONSTRUCTION. INCLUDE ALL FRAMES, GLA55
P4 - -- .z CARPET TILE CI STOP: EXISTING ZL
C1 CARPET 5OUARES, COLOR- TEA LEAVES - ECO NIGHT / EGO SHOCK R1 TRIM, CAULKING, AND WEATHERPROOFING. CLEAN STOREFRONT
C2 CARPET 50UARES, ACCENT COLOR. St. THOMAS ff SPEET VINYL V2 LATCH; "SCI-ILAGE" D-5ERIE5 RHODE5 AL531=0 SAT ro2F7 BRITE r-PROME FIN15P AFTER CONSTRUCTION. SEE fRESPON5151LITY CHART, SHEET A2.
BUTTS: 1 1/2 FAIR HEAVY DUTY HINGES WITH BRITE CHROME FINISH 01
VI 2- EXISTING COLUMN PAINT F1 IN DISPLAY AREA. PAINT P3 IN HALLWAY
-Z C;3 VCT CLOSER: "NORTON" -1500 SERIES BARRIER FREE ADJUSTABLE CLOSER 1,4 DOOR 5GI-4EIDULE AND STOCKROOM,
RI ECO NIGHT SURFACES GOOFY (SRAPE 5EALED CONCRETE
STOP: 'DONE' STOP *25D
X15TING 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
VI 12'x12" AZROCK VCT THRU-QUARTZ PEWTER REUSE E KICK FLATE:24" X 34" LEXAN NO TYPE 51ZE DESCRIPTION HARDWARE R5MARK5
-j *TQ-255 CERAMIC TILE "SCHLAGE" RHODES '0' SERIES AL405 PRIVACY SET 5RITE CHROME FINISH GROUP CON5TRUCTION AND ADJUST WALL SYSTEM BASED UPON EXISTING
rV2 AZROCK 5PEET VINYL 5OMFLAN ISO, 4" COVE 54SE 51 5 LATCH. (Do EXISTING EXISTING ALUMINUM 4 CLEAN 61-455 AND FRAME. CONDITIONS.
ORING E34 L< MTT5-. 1 1/2 FAIR HEAVY DUTY HINGES WITH BRITE CHROME FINISH 4 3'-O"x 1'-0" MIN. GLASS 1 4. T6C TO F-URN15H 4 INSTALL SIGNAGE AT INSIDE ENTRANCE DOOR, PER LOCAL
,LT. GREY "ALS60120 w COVE CAP BASE TO MATCH FLO CLOSER: _�lt�TON" 1500 SERIES BARRIER FREE ADJUSTABLE CLOSER -ME "TPIeLD001;�, �p
E31 JOHN50NITE: 4" IDC-63 BURNT UM15ER REUSE EXISTING SrO'F---"'V IDO 3. Oil x ro,-8" I S.C. FLUSH WOOD DOOR car);=-RE�DJISI 141 �,: :, �I RIN(S REGULAR
Lu 52 JOPN50NITE: 4" DC-30 PEWTER CERAMIC TILE 5,45E v-- lv� --N WITH HOLLOW METAL PAINT DOOR 4 FRAME, BENJAMINq MOORE. INES �CUR��� IN/
NONE LATCH- PANIC HARDWARE ARM-A-DOR BAR MODEL "AI02-001 ,4T 36" A.F.F. oe FRAMEPRrER r2-A5) 2b Iro3a CPARCAL 0-2) 2 mm;
B3 ROFFE SQUARE COVE CAP 046, LT. GRET *Ie5 FRCM To� L BUTTS- EXISTING 5. 306S CA-5ED OPENING W/HM FRAME WIC STOP. PAINT 5W WITH F2.
W1 ROFFE "44 FILLET STRIP CLOSER.- EX15TING 3 -0 x ro'-b" S.C. FLUSH WOOD DOOR PAINT DOOR 4 FRAME, SENJAMINq MOORE: OCK�AND. W�E 0 CLO z,E�01 1,
AD. (3
0 MCREOEf
L Lr
54 JOHN5ONITE: 4" DC- 24 GREY HAZE WS1 WHITE PANELING (F-100) NOTE 4 F.F. 4--0" 4 AIR SEAL; ADD IF NOT EX15TIW3 4 13 WITH HOLLOW METAL 3 1635 CHARCAL 002) AND WELD DO R CLO'ED. MXE WEATHER T16PT.
BF7 MATCH MALL 5A-SE W52 MARLITE PANELING (F-ISS FRP) NO/rEA FF. 4--m-1 STOP- EXISTING NEI FRAME (REF. 5-AB) -1. N 4' T
F I POLOMYX - FW-I05001 WHITE WI GYP. 50, TAFE, BED, SAND CLG- FEEP HOLE:NATIONAL *25614 AT 5'-0" AFF� 1-41 FLUSH DOOR UJ/PM PAINT DOOR 4 FRAME, 5ENJAMINq MOOFRE- 0. TGC: SHALL INSTALL NEW DOWNSPOUT AND SPLAS"BLOCK. PAINT uj
Z F2 POLOMYX - PC-52012c3 BLACK W2 raYf=. 5D., TAPE, BED, TEXTURE, PAI�k 4'-o" CI-n- P3 P3 -0"x b'-a"MIN. FRAME I HR. RATED (RE TO MATCH BUILDING COLOR
R3 NT I'-10" CLn. PI 31 1635 CkARCAL (F2)
F W3 GYP. 5D., TAFE, 5ED, TEXTURE, P,4 1 4-45 .1 4A-AB) C:) C:)
ALL EXTERIOR AND INTERIOR WALL CORNER5 SHALL HAVE METAL EDGE C co
U- PAINT F.F. CLn. P1 P3 co 00
LU F4 cASTSTONE-TExAS LIMESTONE ALABA5TER WPITE W4 GYP. 60, TAPE, BED, TEXTURE, 34") LEXAN KICK PLATE APPROXIMATELY I" FROM THE BOTTOM AND THE SIDES CO"ER BEADS,
-It PAINT 2'-ZP" P3 -rPICaL CN
F5 DALTILE CRY5TALTEX Cox(p 1223 - NOTE 3 — �-=) OF THE DOOR, ATTACHED WITH FOUR FLAT HEAD 5CREW5AND WASHERS. T [DOOR TYFE5 I
P6 DALTILE FREMIER 12"XI2" BLACK 2805-NOTE 2 W5 CLEAN GLASS AND FRAME 2'-V CLCs. 0 ON BOTH SIDES OF DOOR. CN
P3 C)
PAINT 2. KEY CYLINDERS (FOR ENTRANCE) SHALL BE SUPPLIED BY RADIO 5HACK'5 DISTRICT MOISTURE CONTENT NOTE D T-
US-G 2'x2' FI55URED CLT 001 Wro CA5T5TONE SALES MANAGER. wm C/) (.0
-1 3. ALL SCHLAGE 4L SERIES, LEVER ACTION HARDWARE 15 ADA COMPLIANT.
GI SUSPENDED CL(S. TILE W1 WPITESUSF. GRID W FOLOMYX FINISH TGC SHALL CONDUCT A CALCIUM CHLORIDE MOISTURE TEST ON THE CONCRETE co
SLAB FRIOR TO TPE INSTALLATION Or- FLOOR FINISHES. F: U) -ql-
WO REUSE EXISTING 4. ALL CLO5ER5 TO BE ADJUSTED TO REQUIRE NO MORE THAN 511or TO OPEN. MAXIMUM MOISTURE CONTENT OF THE SLAB MUST NOT EXCEED 33 L55 PER LIJ < cr)
U-06 2'x4' CLT 002 SUSPENDED CEILIN6 r KICKPLA 1000 SQ/FT IN A 24 HOUR PERIOD. LJJ >< L6
= SU5F. GRID POLOMYX FINISH SUPPLY A WRITTEN REPORT TO THE RadloShack.ARCHITECT PRIOR To FLOOR Lij
G2 TILE W/ WHITE if
W GYP. ED., TAPE, SEED, SAND, PAINT FIN1514 INSTALLATION.
u — U)
G3 PAINT BENJAMIN MOORE DECORATOR WPITE ��i GYP. 5D., TAPE, BED, SAND SMOOTH GI
j5 TXT TEE GRID AND TILES
0 2'x4' TEE GRID AND TILES 62 9 G 2
HINJECTED SFECIALTY C:EILINr;; IN$ERT 04 CERTIFICATE OF OCCUf=ANCY CIO CC)
�-21GHT V go V-611 III !- I 1 1-- 0
zR BASED- 4. USE MARLITE EDGE AND PINISP TRIM T-10" TnC TO SUPPLY A 5 112" X Ili' BLACK PLASTIC FRAME cl)
NOTESs 1. ALL FAINTS MUST BE WATE
2� USE DALTILE GROUT NO. 60 CHARCOAL - EGG5PELL F-IN15H 2 PAINT GRADE PAINT GRADE PAINT GRADE TO PANG CERTIFICATE OF OCCUPANCY IN. TPIS FRAME w
3. USE DALTILE GROUT NO. 38-T CAPTAINS BLUE SEMI-GLOS5 PIN15P ALUMINUM/GLASS SOLID CORE POLLOW CORE SOLID CORE HOLLOtW METAL TO BE MOUNTED ABOVE MANAGERS DESK IN 3:
WOOD WOOD WOOD \__5TOCKROCM. C:)
N 14 6 0
FIRE EXTINGUIS�-IERS co LL
REFERENCE FIXTURE NUMBER
k4l- F-55 ON FLI 514EETAND FIXTURE
CLG HT Vol[)
FE ON SHEET A3
162 W52 Ott
m W2 S,,,N -1/ 1-
W52
3 SIM.
A5 TYF. 2
3 1
EX A3 2/3
EX
SERRV CIE= 2/3
CL
VCT o
N C C111-l!"nil
VINYL TRANSITION STRIP
ROPPE dI12
1-4ANDICAP T ILE rn K SEALED CAnNCRETS
N/S
< vs
Lu Lu,
4L
51 J*
rn
AF7 v v EXISf IW,
Di EX CONCRETE SLA5 A
NC LU
r-p VC:T/SEALED CONCRETE r4
ct)
SCALE. 3" 1'-0"
A3
C,4
NC 0 CIS
C4
1-4ANDICAF TO I
I'-(o" CL5 HT 2 2 VINYL TILE
2/3 VINYL TRANSITION STRIP
J014NSONITE C:TA-XXA
51 W51 YAI sill. 2
2 W12 FIRE < CARPET
A3 -1 M
ONT, WSI A5 EXTINC-tUISWEIR it. -1 m
4 - --- - m 1 -31 ...& - a . . .0 . . . . . .
Nc ( '43 r---]-j Ln A. p 0 w
--A EXISTNG
LL w
C A4 4 w
0113�� - III L6 HT I VCT/CARFET TRANSITION 0%
T QISFLA�r'-- 1 2 CONc:RETE- SLAB w
Fn
-4 1/8" Jv III LA SCALE. 3" - 1'-0"
NS Kali
I,, =XTING. - - ----
ECO FFLOORIWs W1 ECO SHOCK CUSWION
STOf;RE NO: 011-W14
Lu 2 4 VINYL TRANSITION STRIP
------i SWEET VINYL ROPPE *M8 FLEX TRACK 49 [JOS No- 00=1235
FTI
0151 TRANSITION SMP
P—Tof:RE TYFE;
VINYL TRANSITION STRIP x
m p,k,? ROPPE 05'3 CARPET-- Q n�j
5TOCKROOM - CON5. TYFE; AS-18
TA OLA
4 LvcT
9'-6" CLG HT v v .0 E
Lo J. V. I LOCATION. FRE
v
TYP.
r-n
2 A3 2 EXISTINC DIV. V, FR55-
A CONCRETE SLAB
EX
EXISTI
CONCRETE SLAB AfRCH. DFRAWN By:
RICHARD LACKKQI:ZL
CARPET/ECO FLOORINGO CASH WRAP AIRCk CPECKEE) BY
eHEET VINYL/VCT 0]
4 3/all/ , H (,--0-- n v - 4 1 . III / I I I
-3 1/2 LL .J
JAMES WMARD
RUN" I I I I
Lu /4\
SCALE. 3" 1'-0" ��3 56CALE.
NG- DFRAWN 5Y-
�UN- 2 (P N5 F TONY UY
2 EN6. CPEC<E[D BY:
Lo 7, SCARIA JOSEPH
JRUNO 3
t- 2 ECO FLOORIW-a ID,4TE.
kUN" 4 fREV151ON5-
1 mc: VINYL TMRAIN481 IN HOUSE F;REvJSION
DOOR FRAME AS SCHEDULED
2/3 ROPPE 0118 FLEX TRACK 4 ZL 05/23/02 KDQ
WEATWERSTRIP'PING SWEEP (AT REAR DOOR) *151 TRANSITION STRIP
EX
co EXTRUDED ALLX-t THRES14OLD SET IN MASTIC x
co CARPET q
IN HOUSE REV15ION
5 EX
3: 1 RUN' 5 AF7 z-_ SEALANT 4 EXP. JT.FILLER (VERIFY LOCATION) 06/05/02 RRL
0 ==:z FLOOR AS 18h 111111 fit 11111111111 U11411141414119
LANDIW-2 TO EE FLUS�P
EX < Jr SCHEDULED
Vo 11--) w/ FIN. FLR. ELEVATION�
co LATWAL ExIsf ING
C9 T
CONCRETE SLAB
K Ix
0 ��sc \"\ N N EXPANSION SWIELDS 11
u') %
TORESHOLD GARFET/ECO FLOORING
-7/01, 131-11 3/811 2 1/41 321-311 4 41- 3/011
.00 All
T SC-4LE: 3" 1'-0` SCALE. 3" 1'-0" A3 6WEET
< >
U3
-�-d 14--011 14--011 14'-5 -T/6
14'-4 1/5" V
Bic
r-C:o RE'
5. 306IS )/a STOP- PAINT 5W WITH 1-:2:)&
R T16PT_
E LUE74TME
U 2 LW2
W52
0 .01
to
No. 4 OF 14
FLOOfR
9 MASTER DOC- REV- 10/1/01
&j SCALE . 1/4" - I'-0"
SIGN AND LOGO BY OTHERS, UNDER SEPARATE FEFRMT (NIC)
30" LOGO, 24" LETTERS, 18'-2" TOTAL WIDTH
RadoloShack.
c) CX)
It-oil SUSPENDED CEILING LINE OF WALL EDGE C:) C:)
PAINT LINE OF WALL. EDGE FAINT PAINT 2 "o
L
c�
CNI
C:)
co
A AA AA
0 A cy)
2"x4" ATTACHED qT
TO EACH STUD on Lu cy)
PAINT TO MATCH WALL Lu X
a LJJ
PAINT - SEALER 4
I TWO COATS OF FAINT 10
[//0/1
c") ry 00
U)
%J
c-'A IN 11%
VINYL COVE 5,45E E31 VINYL COVE 5ASE 51 C) cy_
c) 0
INTERIOR 6TOREFFRONT ELEVATION Lu m LL
EXTERIOR STOREFRONT ELEVATION 0 F-.
SCALE. 1/4"-1'-0" SCALE. 1/4"al'-O'l T
:c 0
FAINT PI LINE OF WALL EDGE F FAINT PI SUSPENDED CEILING LINE OF WALL EDGE
z mc
r� vi CL
Vx4" ATTACHED Vx4" ATTACHED 0 o
TO EACH STUD T9 =4-11 STUD 'c
INT TO MATCH WALL PANT TO MATCH WALL
L FAINT - SEALER 4 (p A
TWO COATS OF FAINT CC 0-a
:0
VINYL COVE 5ASE 51
C.4 (L
INTERIOR ELEVATION OREAR)
5CALE. 1/411-il-011
_j U-
W
SUSPENDED CEILING LINE OF WALL EDGE
LINE OF WALL EDGE PAINT P1 w w i=
F III
m
A
2"x4" ATTACHED
TO EACH STUD (f5TORE NO.- 01-W4
AINT To MATCH WALL
[Joe NO,
PAINT - SEALER 4 0)
2 TWO COATS OF PAINT ISTORE TYPE.
IGON5. TYFE:
ILOCATION- FSZEE
DIV. V. FRES:
JARGH_ [DRALUN BY:
INTERIOR ELEVATION (FRIGHT 510E) RICHARD LAC)eKQRL
ARCH- CIAEGKIED BY:
5CALE. 114"al'-O'l JAMES WMARD
ENG. DFP,4WN BY:
TONY
ENG_ GHECKEE) 5Y:
jr_>,4TE:
SUSPENDED CEILING IN HOUSE REV15ION
LINE OF WALL EDGE LINE OF WALL EDGE ZL 05/23/02 KDQ
FAINT P1
F zf
IN HOUSE REV15ION
oroIO5102 RRI.-
2"x4 ATTACHED
TO EACH STUD
T TO MATCH WALL
FAINT SEALER 4 (P
L
TWO COATS OF PAINT
SHEET
-A
tVINYL. COVE 5ASE 51
INTERIOR ELEVATION (LEFT SIDE)
OF 14
SCALE. 1/411zl'-01' LNO- 5
MA5TER DOC. FREV. 10/1/01
DTOILET ROOM FIXTURES
U16v Ul4u ITEMI DESCRIPTION mmur-ACTURER MODEL- COMMENT5
CA m Hr- LAVATORY CRANE FL.G. 11-1-364-5 21" x 23" WHITE
Fw-cmE?,L- L PlEN j I LAV WALL J05AM 11100-6-1
Aw 12" 4211 e CARRIER
M LAv FAUCETS CRANE FL.G. CP-8034 6005ENECK SPOUT
2 41/2" BLADE
(TYP)
HANDLE
L '51 IN
AV WASTE CRANE PLG. CH-55 SULATED
cp LAV TRAP CRANE PLG. 8-5260 INSULATED
:mm) —------
Y_ b &11 ro %,. 2 PC; WATER KOHLER K-3544 PRESSURE CLEAN
REF?TROOM 5f_RAI�LE .51GN-5- 4 CLO5ET Iev GALLON FLU5�4
1. LOCATION- ON THE WALL ADJACENT TO ILATCP SIDE OF� DOOR�
T V, M I?lL Ell 11 1/2" HIGH BOWL
T-4"
r
T_ 2 4
(AT DOUBLE DOORS, ON RIGHT SIDE) T-4"
T KOHLER K-4610-C OPEN FRONT
ABOVE THE FLOOR. (P MIN 8
2. HEIGHT: 60 INCHES 04 _E30X CHECK HINGE
M
3. RAISED LETTER5:A_ 5.0" TO 2" 1-11614, RA15ED 1/32" A I H
E15ANSSERIF, UPPER CASE. 11 — -11 1, 1 5 MIRROR BOBRICK 6-2c53
C. NON-GLARE (ADAA6:i 430�4) SHUT FF J TOILET T155UE 50ENRICK 21460 TWO ROLL
D, CONTRAST (ADDAC-s 430.4)- 23' ro DISPENSER DISPENSER
LIGPT-ON-DARK OR! DARK-ON-LIGPT SEE PLANS 5EE PL4NS 11-61, SEE PLANS
4. BRAILLE: GRADE 11, DOTS = i/10" ON C:ENTER ON EACH PAPER TOWEL 606RICK 5-2ra2 SURFACE MOUNTED ui
CELL WITH 2/10" !$FACE BETWEEN CELLS, RAISED 1/40". SEE PLANS— SEE PLANS 015FEN5ER C-FOLD PAPER C) co
NOTE: FOR 5INGLE TOILET: USE UN15EX 5IGN6. TOWELS 0 0
TOILET ELEVATION5 FOR TWO TOILETS: USE BOTH 5IGNS. GRAB BARS 15015RICK E34'30.13l5x3ro' NONSLIF, co
GRIPPING
SCALE: a W/ FART
*2511 C'4
C)
GRA5 BARS BOaRICK 1541�0.,Y)x42" NONSLIP
EX15TIN6 I HOUR FRATED DEM15IN6 WALL C3 W/ PART GRIFFING C-0
*25-11 cr)
SEALANT CONT. 3'-0" CLEAR OFN!R. I U) -,tlf
INTERIOR CORNER BEAT TYF. �5/011 GYP. BID. 10 MOP SINK BANNON Kfol14 IF SHOWN ON PLAN < co
EXISTING STUCCO FINISH I
J E3OTk SIDES ONLY. X
Lf)
ExcISTING STUCCO AND CMU MOP SINK RP KNOXFR0 A-] IF SHOWN ON PLAN w
EX15TING GNU PM FRAME 11 FAUCET ONLY.
MIN� 20 GA.
MOP SINK JR SMITH T15150 IF SHOWN ON PLAN Oct (j
211 HM DOOR FRAME 12 ONLY,
TRAP
NOTE!5- 5/61, Gyp. 50 cy) 00
ANCHOR PLATES ARE 12 GUA6E STEEL AND 3" Fi- 1-� ON 1/0" HAT CHANNEL FRI A Y LY. 0
WIDE. LENGTH VARIE5. FURNISHED WITH FLASHING 2 e!!'!::ro U NnT AY�N �A Y�L U)
STAINLESS STEEL MACHINE SCREWS TO NEW
SEALANT 14 w
ACCOMMODATE WALL FIN15PE5 TO 1 1/2" THICK, NOT USEC
w SEALANT
ANCHOR PLATES SECURED TO STUDS BY w F
WELDING, WIRING OR SELF THREADIN6 5GREWS. VjL[r LAN olf
5WING-UF -4e-Q&V3 CD
E3 0
4a--r A ONLY
"25-11 co
r,-RA5 5AR 5RACING DETAIL us
CIA 16 GRAE3 BAR 50BRICK 64902aBX18" IF SHOWN ON PLAN
5/5" GYP. ON
I W1 PART Inn
-1/8" HAT CPANNE ONLY
N
NITS ........ ELIJ
SCALE. #25-11 0
-5 PRIDE 51ANCO 24",20"
METAL 5TUDS SEALANT ICABINET MILL OJ2428roO
WALL TYP HOLLOW METAL FRAME
[DOOR WI L 3/4" SHELF GRADE PLYWOOD SHELF W1 3/4"XI 1/2" CONT. EDGING
HARDWOOD EDGING. WEAVYDUTY 5PELr- BRACKETS im 2411 Oc.
3/4" PLYWOOD SHELF ANCHOR TO STUDS. PAINT ALL BENJAMIN MOORE DESI(SNER
1,-611 ANCPORD TO EACH __AV— N_WHITE SEMI-GLO55- _01
SHELF 5FZACKET HRIOR INTERSECTI ( 4 DOOR Pr=4D GMU DETAIL 4A
2 DETAIL DEMISINC-z WALL/INTE DOOR JAM5 CMU DET41L
9!�; 9,ornto A5 1 112 1'-0 A E7
9 4&-L F 9 OAaLt r,;, ow
BUILDING 5TRUCTURE
2 2
FAINT SIGN Oro'-O" O.C. ON WALL w
BELOW SHELF I" P16P LETTERING MIN. >
SHELVING FOR LIGHTWEIGHT STORAGE 4 IIA 0,
EMPTY BOX5. DO NOT HANGANYTHING 0 o
FROM BRACKETS- lu
2 X BLOCKING
5/81, GYP_ E3D. 'c
DOOR ASSGPEOULED CEILINGAS 0.(*
3 5/0"MTL STUD FRAMING SCHEDULED go
>
DUTY 6WELF
BRACKET 0 45" O.C_ MAX 5/all GYP. aD. EXISTING A
ANCHORED INTO STUDS. CONSTRUCTION
HOLLOW METAL FRAME ADD NEW E�/V' GYP, E30ARD ON 3-5/8" 1
OOR AS SCHEDULED 20 GA. METAL STUDS 61e," O.C_
2X WOOD 5LOCKIN
-7
IQ I CIO [L
c
U-
GYPSO/TIETAL STUD 5161, GYP. Bo. ILI
Lu
3
WALL
HOLLOW METAL FRAME
0) U-
HOLLOW METAL r-RAMJ 1poo q a
w
w
F-
r, 413,
w w
�411. DOOR FRAIME DOOR PEAD DET,41L w
5TOCKRCOM eHELF DETAIL r DOOR JAMB DETAIL
-011
SCALE: 11/2"zl'-011 A5
SCALE EXISTING EXTERIOR WALL <
(f5TOfRE NO- 01-98141
12 WIRE 5LOFING -w45* IN CONTINUOUS STEEL 9%MI235
EACH DIRECTION MAX 48" O-C. RUNNER 1JOE3 NO-
BUILDING STRUCTURE BUILDING STRUCTURE BUILDING STRUCTURE BUILDING STRUCTURE REL
(VERIFY) (VERIFY) (VERIFY) 15TORF- TYFE;
ICONS. TYFE.
1LOCATION; "ME I
'2 Div. V. FIRE5:
ca w
>
4 -0 O�C.
ry MTL. TRACK BLOCKING lu 4RCk DRAWN BY-
E30LT TO TRACK WITH RICHARD LACKYQJRL
Lu Lu 3/49" DIA. E30LTS lu MTLA TRACK BLOCKING ff I
a- LL SOLT TO TRACK WITH �q 4Fck CHEcKED E3
C14 U- u- 1 3/8" DIA. E30LTS > JAMES
r-- "TEE" GRID AND SHEET METAL SCREW EN(S. DRAWN BY:
cf)
.;.: SUPPORT WIRE SHEET METAL SCREW ALTERNATING 3 5/81120 GAL16E lu FASTENERS ALTERNATING 3 E7/5" 20 GA TONY UY
C> FASTENERS 45* 15RACING im 4811 O.C. w 45' BRACING im 32" O.C. CEILINn AS
c\j > SCHEDULE ENGz. GPEC<ED BY,
C)
> E 1 SCARIA
INSTALL
Z25 CEILING AS SCHEDULED DATE: :>
C=) CEILING AS SCHEDULED ____�—CONTINUOUS CEILING TRACK FASTEN TO a CEILING ASSCHEDULED 7E
FIRE RATED EXISTING FRAMING
y
q
Q 0 CEILING GRID AT EACH CROSSING OR v2411 GYPSUM AND 5/6" TYPE -X' REV15ION!5:
W 3 5/8" 20 GA. METAL 5TUD5
ILI 5/$" 20 GA. METAL STUDS O.C. WITH SHEET METAL SCREWS M 3 5/0" 20 GA. METAL STUDS BOARD ONE w GYPSUM BOARD IN HOUSE REVISION
:E To V-0" lafro" O.C. IC0O *4c343F To 6--0" -Ir," 0,C. IC-50 *41343P To V-0" m 16" O.C. IC60 -41343F Orp/23/02 KOQ
SIDE ONLY
ASTM A0653, C(,�,45 LARR 24523 METAL TRACK 8.1
A5TM Aa653, C645 LARR 2492-3 METAL TRACK Low -3 EV 20
< 0 A5TM A&&r73, C&4�, LARR 2492-3 /6" 20 GAUGE
5/8" FIRE RATED GYPSUM E30ARD 60TH BLOCKING 5/6" FIRE RATED GYF5UM BOARD BOTH BLOCKING --:::-3 5
L) GAUGE M STUDS ANCHORED
00 5/8" FIRE RATED GYP5UM BOARD BOTH SIDES INSTALL GYP. IBID. WIT145TAGGERED 51DE5 INSTALL GYP. 15D. WITH STAGGERED STUDS s
SIDES INSTALL GYP_ B0. WITH STAGGERED CUT CLG. JOINTS BOTH VERTICAL AND HORIZONTAL O.C. WITH TRACK ON E50TP IN HOUSE REVISION
9� w JOINT5 E30TP VERTICAL AND HORIZONTAL /� 09,/05/02 RRL
CD 6 JOINTS 50TH VERTICAL AND HORIZONTAL GRID ON MIN. 48" VERTICAL AND 4a" HORIZONTAL IL ENDS, MAXIMUM 24"
MIN. 46" VERTICAL AND 48" HORIZONTAL CLG. GRID WALL
r) u- MIN. 46" VERTICAL AND 46" HORIZONTAL LL ANGLE WITH 2" EACH SIDE GYP. SO. FA5TENER5 TO BE I" TYPE 5, DRY lu O.C. 3x
;;-- (q GYP_ E3D. FASTENERS TO BE I" TYPE 5, DRY GTF. BID. FASTENERS TO BE I" TYPE 5, ORY HORIZONTAL LE(S OF WALL. ES lu RADIO SHACK Ar:>JA(MNT TENANT
RT WALL 5CREWS 98" O.C. AT WALL EDG
WALL SCREWS 90" O.C. AT WALL EDGES
Z'a T E=� A T
C
co WALL 5CREW5 95" O.C. AT WALL EDGES CONTINUOUS I" x 4"
I— AND 1312" O)Z:. AT INTERMEDIATE 5TUD5 AND 1912" O.c. AT INTERMEDIATE STUDS AND 1012" O.C. AT INTERMEDIATE STUDS L:77
lu w MODIFY CEILING FOR NEW in MECHANICALLY FASTENED
Ili ILI
25 GA. CONT. RUNNING FLOOR w WALL PER DETAIL AND 25 GA. CONT_ RUNNING FLOOR WITH SCREWS To EACH
�57 a 2r7 GA_ CONT. RUNNING FLOOR 7 FLOOR TRACK WITH STUD IN WALL 3X
m *15095 POWDER FIN ANCHORS TRAC CEILING TO LIKE NEW I
d) TRACK WITH :010 I" RAM SET d) K WITH 010 1" IRAN SET REINSTALL EXISTING (j) TRACK WITH 010 1" RAM SET 1*10 1" RAM SET
jU FIN15H FLOOR ttl FINISH FLOOR "1508 POWDER FIN ANCHORS FIN15P FLOOR lll!�oa POWDER FIN ANCHORS " O.C.
04 DI alro" O.C. LARR 22665 IL_,) 191ro" ac. LARR - 22660
CD 1wiro" O-C_ LARR 22roroa w
CONDITION- w ANCHORS a 16 ,�FINISW FLOOR
ol
0 SPEET
T NOTE: NON-RATED
NOTE: ICSO APPROVAL REP *4e43P (TYP) IC50 11320roF FOR 3 5/6" 20 GAUGE METAL STUDS 15
0 UPDATED NEW COMBINED U_B,C�, S,S.C., 4
CODE "tIER 211
NEW TO CEILING WALL < NEW TO STRUCTURE WALL < > NEW TO STRUCTURE WALL < > < ><
INTERIOR PARTITION TYPES
�A5
CN
Lo NOT TO SCALE
m OF 1-4
cn �p_�&
C:) MASTEFR DOC- REV. 10/1/01
cn
0 NOTE5 5Y 5YM50L
1. WALL
2. LEVELER5.
3. ADJUSTABLE EXTENSION ARM.
4. WALL E5RACKET.
5. PANELS (ON PAWGER5)BETWEEN WAH 5TANDARD5
iR 2'-V O.C.ATTACHED WITH CLIPS.
CLIPS PER STANDARD.
6. WALL SYSTEM BRACKET.
1. WALL STANDARD AT V-0" ON CENTER.
8. 5/8" FIRE RATED TYPE "X" GYF5UM BOARD.
9- PANEL HANGER
10.CONT.2 X 4 PORIZONTAL FIRE TREATED WOOD
FURRING WITH CENTER AT 1'4' 4 1--Y AFF.
MECHANICALLY FASTEN TO EACH STUD IN WALL WITH 3"
SCREW5.
11.PANEL CLIF15 INSTALL (2 PER 5TANDARD.
12.METAL BRACING AT 1141 4 11�311 A.Fr-_
NOTE NOT ALL NOTES AE30VE ARE USED.REFERENCE 0RAWI%5 FOR
THOSE NOTES NAT APFLT. Lu
c::) CC)
WALL SYSTEM LEGEND CD c:)
co 00
N
1. SOLID LAMINATED PANEL. Lu I
c\j
2. 5A5E DECK- C)
3� WALL SYSTEM STANDARD. NOTCI4 CANOPY AT TP15 LOCATION. cc r-
4. FREMANUFACTUREED HORIZONTAL BRACING. is i'-P AND C-0
r--
'V-3" AFF, CONNECTING WALL STANDARDS. ATTACP
WITH 19 1-1/2" WOOD SCREWS, WITW Ix4 BLOCKING, AT U)
EACH SCREW LOCATION- _u < cr)
_u XI
Lo
5� FANELS (ON PaNGERS) BETWEEN WALL STANDARDS AT LJJ V_
2'-0" O.C. ATTACPEE) WITH CLIF5.
LINE OF CANOPY ABOVE.
1. CONTINUOUS 2x4, BETWEEN WALL 5TANDARD5, 4m I'-P
AND '1'-3" AFF. cy) co
8. PxPxI8GA. x3" ALUM CLIP ANGLE AT BOTTOM, MIDDLE 0
AND TOP OF STANDARDS. MECHANICALLY FASTEN ANGLES U)
TO STANDARDS. ANISLES SUPPLIED BY CONTRACTOR Lij
13, CANOPY FRONT SPALL CONSIST OF ONE (1) FOUR
FOOT (T20) FIECE� 12�
10. ADD fo" BLACK VINYL COVE 54SE AT SOLID PANEL o
c:)
WPERE WALL SYSTEM EXTENDS PAST BASE DECK. cy) LL
ll� FAINT INSIDE FACE OF CANOPY SPERWIN WILLIAMS 5W211ro. Lu
12. T-20A CANOPY RETURN PIECE.
0
13. WALL SYSTEM5TANDARD -a 2'-0" a.c.
12
2
mc
V1
Ill 0
WALL SYeTEM 5ECTION WALL eYSTEM DETAIL 2� :51.
4070
SCALE. 3/4"3 1'-0" SCALE. 11/2"=W-V
C-4
.........
:f
w
F_
F_
w zw
5 W
w
ON
w
SECURITY STANDARD 4 0
WIRE DOOR SHELvIN(S
(TYP 2x) SYSTEM
10"x24" SHELF WITH 10" 15TORE NO: 01-W14 11
SHELF BRACKETS. ATTACHED lJOS NO; 0,2=12.351
WITH 2-%x-3/4" WOOD
SECURITY WIRE�- ------- 5CREW5 EACH END
ISTORE TYFE; REL
SIDE FDANEL
)Zw0i
(TYF 2X) I I I I r _48"44" SHELF WITH 22"
SHELF BRACKETS-ATTACHED C-0 .5. TYPE- As- 5
WITH 2-06x3/4" WOOD
V SCREWS EACP END
ILOCATION: FREE I
DEDICATED
C3 [)IV. V. PFRE5;
OUTLETS FOR 12"x24" SHELF WIT" 12"
%ECURITY VCR AND
514ELF 5RACKET5. ATTACHED AfRck DRAWN 5Y:
MONITOR USE. LOC,,ATION OF WITH 2-16x3/4" WOOD RICHARD LACKKOPIL
CERITIFICATE OF
0 Acp END
4jRc;I,4, r_HEr_KEF_> BY]
JAMES PZXUARD
DRAWN BY:
PATCH F:ANEL. BY TT TONY UY
EN6. Ci4EC<E[) BY.
0 13 13 13 SCARIA JOSEIPW
0 DEDICATED OUTLET
0 C 0 cl 13
tn < 0 FafR FOS SY5TEN E),4TE-
PHONE JACK
IN POUSE REVISIN
Koa
2L 05/23/02
< MANAGERS DES4< (F.2(3)
CD IN,
r)
FILE CABINET (F33)
2 'pl' 4511
co
2411
Lo
NOTE: TGC TO ANCPOR
TO FLOOR AND WALL.
C) SEE FIXED STORAGE
a ( 4�
0 LEGEND ON FLI. ELEVATION AT NANAC;;EfR5 IDESK SHEET
5EGURITY GAGE DETAIL
A&
0 NOT TO 5CAL.E -A,,'A
c SCALE. 3/4"al'-O"
(n
co
SN
Lo
Lo L!io. I oF 14
MASTEFR DOC. REV. 10/1/01
el- I
AREA ROLLING FIXED
DESCRIPTION 15Q1.FT' 5TORAGE 5HELVING STORAGE SHELVING
UN TS
STOREFRONT UNIT5
>
016FLAY 2040 w Iy_
341/2" >
34 1311ro
34 1/2 LONG STOCKROOM 3m Q
LONG L G
351/161, TOILET 161.1 mmm) (0
a Z3 (y
ON ON6 2 u- PL
OFFICE 0 X X
rL v in ca
go 351/51, x Y_ r
L G 14ALL/EXIT CORRIDOR S153 m w n
> in z
(o 1/4" & 1/411 X x
ONG Q 0 _q
121 cj lu Lu
TOTAL Sa FT. 2685� 50FT. x -A 17ys
-A 2 0 Lu 0 Lu c:) CC)
C4 U_ 0) �-o- i-0_1 c:) C)
Lu (Y RUN N 5 2 1 10 mij 00 co
0 MERCH. LINEAR FFEET t(Lu N
w I
TARGET AC-.TUAL RUN 0 1 0) 1 5 2 10 RUN ly I r, I I 1 5, c\1
c:)
VERIZON 230 Lr-. do L�F� RUN * 2 U- 1 5 2 10 OE�URITY CAGE
--I —_ C/)
NON-VERIZON 230 LF. RUN -3 uj C-0
2
U)
TOTAL 40 Lr-_ RUN 4 0 1 2 10
< cr)
We >< I
C,A5HWiRAF TRAN51TION DIMEN51ON5 RUN 5 2 to LID
paS. 2 f-FRINTER(5))- Lij
SCALE. 3" - F-0" 2 to
CC)
0
U) ;�:
w -
c:)
6 0
Lu cy) U-
OF—
T
VOID
"I<
\'O
Flow
IN
1#-2 5/511
mc
rL
0 3 -1/8'k
'c
1 // (0 .00)
HANDIG,4F T ILET HALLWAT' /1 —1 <
il-roll cLG PT I'-ro" GLG HT 4 <
LU
EJ
Li
CIA
A
IN (L
CIS
k4NEDICAF TOILET
I'-(o" CLG PT
ir .4*
w
ED I LAY ------ 2 fa
c3l (b 1 CL w P
SLATWALL
z Fn
2FANELS 0 4143 0
ir -
rwlyr.Oc"
----- -- -- -
15TORE NO: 01—W141
1JOE3 NOf 000212.3r,
L-----
15TOIRE TYF=E. FEL
Lu
4
ICONS, TYFE: AS—IS
<
ILOCATION. FFME
DIV. V. FIRES-
Y/
2 ARCH. DFRAWN BY:
CL. RIC14ARD LACK)<QRL
z ARCI-4. CPECKED BY:
I JAMES WCWAF�Lj
C)
N ENG. DRAWN EBY:
2 TONY UY
N*2
ENr-a. CHEGI<E[D BY:
C.0 SCARIA
0 5TQC<ROOM 3/vi Q
I IRUNO 3 ---n V-6" CL(3 HT JDATE. _J� slb-0
L
IREV15IONe-
I IRUN'4 IN HOU5E RE\/151CN
LL I Z2� 05/23/02 K[)Q
00 \\ro
bt 0
CD 411 t IN WOU5E REV15ION
L9 1%"��
A2O6/02,/02 RfRL
I FRUN, 5
00 11 Ef f
0? ti
I IRUN'ro Vol[)
5� I I I I I I . SLATWALL L_
LD
m
04
N
s�
T
.5 4 FANELS -SWEET
0
cn
:3
cn
CD
LO
CD
FIXTURE LAYOUT (NO. a OF 14
5CALE ; U/4" - P-0" MASTER DOC- REV. 10/l/01
CEILING; NOTEe
ALL CEILING WORK NEW BY TGG.
1. INSTALL 2'X2' TEE GRID AND 2'X2' CEILING TILES CLT 001 F-155URED.
CEILING TILE SHALL INSTALL LIGHTING AS SHOWN ON THE PLAN5.
2. 57/5" FIRE RATED TYPE "X" GYF`. E30. CLG. AS SCHEDULED. PAINTED
"WHITE"- INSTALL LIGHT AND FAN AS SHOWN ON PLANS.
3. INSTALL 2')<4' TEE GRID AND 2'X4' CEILING TILES CLT002 FISSURED.
k_- INSTALL LIGHTING AS SHOWN ON THE PLANS. LL
CEILING GRI:/
DECORATIVE PANEL INSERT �m
SYM50L DIESCRIPTICN mom
DECORATIVE CEILING PANEL
5ECTION a DECORATIVE PANEL IN5ERT Lu
0 00
5CALE, 3" - I'-0" C) CD
N
Lli I
co c)
GRAPHIC SIGNAGE CN
C)
(o
cy)
U) ,4-
2'x4' L I GPT <
X
w
F—
CJ
2'x2' LIGHT 2!
LH co co
0
U)
w w
LH
DOWN SPOT LIGHT c)
< 0 o c) 0
Lu lu cy) LL
tu 0 �w
LIGHT
—A
-z
FAN] FAN
w F
K
vo RETURN AIR GRILL
LH
IL LL
Lu CL
sw SUPPLY AIR DIF�:USER o
c
P4N[Dl 4F-j:0.- ET
CL� elm
_JH >
:0
El 0 �2
N
--)�:)ILET
�44NQIC,44 T
i'-e0 CLG WT
I'-ro" C;LG PT
u-
El
ul
w -1 w P
F- � w
z (qw
lw 01-
� 0
AM
k_,4_4 15TORE NO:
JJOS NO- REL
ISTORE TYPE
I CON5. TYPE:
LOCATION- FREE
DIV. V. PRES-
ARC1,4. DRAWN E3Y-
ry RICHARD LACYY-0,RL
LL ARCH. G�4EC<ED 5ZI.
co D]
JAMES WMARD
EN6. DRAWN BY-
7t TONY uyi
N 5T0C<F0QM
co I DO
CN CLG PT ENG. G EC 1) B
2 v IM F SCARIA JOSEP14
Lo
JDATE.
REVISIONS:
2LIN HOUSE FREV15ION
05/23/02 KDQ
U.
co OF IN WOU5E REVISION
co OroIO5102 F:RfRL
><
>1
X\ A
/X\/\
C?
5PEET
2
CD
CD
CN
Ln LNO. S OF 14
FOR STORE U5E ONLY
(f3fR,4F4C;5
MASTER: DOC,. REV- 10/1/01
SCALE ; 1/4" - 1'-0"
DIVISION 157 - MECHANICAL 1.1.112 A50VE GROUND- TYPE L HARD DRAWN COPPER WITH L4 ELECT ICAL AND CONTROL WIE31 1.14-2 CONTRACTOR SHALL PAY ALL COSTS FOR FUEL, 1.12 CIRCUIT 5EAKES (I SCqEDULE OF CON5TFRUCTION FRESPONSIBILITIE5 AS-16
WROUGHT COPPER FITTINGS. AT THE CONTRACTOR'S OPTION AND AND CONTROL WIRING SHALL 15E DONE BY THE ELECTRICITY. LABOR MATERIALS, AND EQUIPMENT REQUIRED 1.12.1 CIRCUIT BREAKERS allALL BE OF THE THERMAL MAC-LNETIC
CONFOR-TING WITH LOCAL CODES, POLYVINYL CHLORIDE (PVC) 1.4.1 ELECTRICAL FOR TESTING, ADJUSTING, AND BALANCING OF THE SYSTEMS. TYPE, WITH INVERSE TIME ELEMENT CPARACTER15TICS, SIILVER 1c: :9,1
9EC71ON 157010 SCHEDULE 40 FIFIE AND FITTINGS MAY BE USED FOR THE COLD ELECTRICAL CONTRACTOR. WVACSUB-CONTRACTOR SHALL CONTACT, ARC, QUENCHER PLATES, MOLDER INSULATIW�t CASE NA N ' I�i �;�Q I! I
=M TO THE ELECTRICAL L ID ca
WATER SYSTEM AN0 CHLORINATED POLYVINYL CHLORIDE (PVC) FUFZ415H THE CONTROLS AND DELIVER THE DIVISION I& - ELECTRICAL AND SHALL BE ABLE TO OPERATE BOTH MANUALLY FOFR L NDLORD
MECHANICAL - GENERAL PROVISIONS -SCHEDULE 80 FIFITWG AND FITTINGS MAY BE USED FOR THE HOT CONTRACTOR, ALONG WITH NECESSARY CONTROL WIRING NCRMAi_ SWITCH FUNCTIONS AND AUTOMATICALLY UNDER R5 IRADIC SHACK
ILI
WATER SYSTEM. DIAGRAMS. FINAL CHECK OUT SHALL BE PERFORMED BY Ek:)TH SECTION 16050 OVERLOAD AND SHORT-CIRCUIT CONDITIONS. TENANT-5 GENERAL CONTRACTOR 2
1.1 COIDE6 4 5TANDARQ CONTRACTORS. 0 -A
1.1.12 VALVE5: GATIR, CHECK, STOPS, DRAIN, AND WALL HYDRANTS ELECTRICAL 1.12.2 BREAKERS 5PAL.1- BE CF QUICK MAKE, QUICK 15REAil< TYPE_ EX EXISTING
1.1.1 MATERIALS AND WORKMANSHIP SHALL COMPLY WITH T14E 13 5UE� T55 TANDY SECURITY SYSTEMS <
SHALL BE BRONZE! AND RATED 250 P50G WORKING PRE55URE. _MITTA
.5 AND STANDARDS. TT TANDY TELECOMMUNICATIONS
CONTRACT DOCUMENTS AND APPLICABLE CODE ALL EXF05EID VAL-VES SHALL BE CHROME PLATED. 115J PROPOSAL SHALL INCLUDE E50UIFMENT 5PECIFI CATIONS. 1.1 CODES AND STANDARDS 1.123 BREAKER LOCKS SHALL BE INSTALLED ON TH05E �IRCUIT
BREAKERS WHICH SERVE SECURITY, FOS AND EXTERIOR
1.12 EXCEPT AS MODIFIED BY THIS SPEC,IF ICATION, CONFORM TO 1.1.13 FIFFE INSULATICN: EQUAL TO OWENS CORNING F15ERCaLASS ENGINEERING IDESIGN DATA, LAYOUT AND A STATEMENT OF 1.1.1 ALL WORK SHALL BE DONE IN 5TRICT ACCORDANCE WITH L.IGWTIW-a CIRCUITS THROUGH A TIME SWITCH. ELECTRICAL
THE APPLICABLE PROVISIONS AND RECOMMENDATIONS OF THE 25ASJ OR JOHNS MIANVILLE TYPE ASJ, INSULATION SHALL BE I" GUARANTEE THAT THE SYSTEM WILL PERFORM TO THE DESIGN ALL. APPLICABL.E CITY, STATE, AND NATIONAL CODES, f,
CONDITIONS. CONTRACTOR SHALL BE PREPARED TO RECTIFY CAL
FOLLOWING STANDARDS. THICK AND APPLIE-.D TO 50TH POT AND COLD LINES. ANY FAILURE OF PERFORMANCE. SPECIFICATIONS, AND ORIDINANCE5. 1.13 NON-FUSE12 DISCONNEC E*11w,
1,1.2.1 AIR,MOVING AND CONDITIONING ASSOCIATION (AMCA). AND WA5T Iff ING 1.1.2 IN ADDITION TO THE AFOREMENTIONED ORDINANCES, THE 1.13.1 SHALL ESE TWO OR THREE POLE AS REQUIRED WITH ffRATING EL TRICAL SERVICE TO F`REMI5E5- MATERIAL 4 LABOR TGC TGc
1-2 eclI__ E=7 fo A NO N
L A
A
TEN,
EX EX I
T55 TAN
TT T,4N
11�,2 IT 19 HEREBY BROUGHT TO THIS CCRTRACTOR'S ATTENTION
1.2.1 MATERIALS THAT VALUES CALLED MR IN 13 OF THIS SECTION ARE THE FOLLOWING INDUSTRY STANDARDS SHALL APPLY,AS AFFLICABLE. AS INDICATED ON THE DRAWINGS. *ECMCAL SERVICE TO I=REM15E-5- CONDUIT ONLY TGC Tnc
112.2 AMERICAN GAS ASSOCIATION (AGA). MINIMUM ACCEPTABLE, 1.1.2.1 TEEE 1.13.2 SHALL MEET OR EXCEED NEMA 1<51-i969 FOR TYPE GID ECTRICAL SERVICE- DISCONNECT SWITCH, PANEL BOARD TGC TnC1
1.1.2-3 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), 12.1.1 CAST IRON 5011L., WASTE. VENT FIFIWS AND FITTINGS. SERVICE 1.1.2.2 AIEE (GENERAL DUTY) OR TYPE HD (HEAVY DUTY)SWITCHE5..
WEIGHT COATED CdA5T IRON CONFORMING TO A5TM Z -14. Ik HEAT 4G AND COOLING EGUIPM 112_3 ANSI ELECTRICAL RECEPTACLES, CIRCU11TRY Tric: TGC
Fmi
1.1.2.4 AMERICAN REFRIGERATION INSTITUTE (ARI). 12.1.2 COPPER SOIL,, WASTE, VENT PIPING AND FITTINGS. TYPE Ik.1 IF NATURAL GAS 15 AVAILABLE,FURNISP 6A6 FIRED HEATING IJJ.4 ASTM 1.13-3 EXTERIOR SWITCHES 5PALL. BE WEATHERTIGHT. \
ESIGNED FOR ROOF TOP INSTALLATION. �ELECTRICAL - 5' FLUGMOLDS IRS TGC
DWV CONFORMING70 A5TM 530(o. AND DX COOLING UNITS Or IES 1.13.4 5PALL BE SQUARE D, GENERAL ELECTRIC, WESTINGH-IMSE,
I.I,Z5 AMERICAN 50CIETY FOR TESTING AND MATERIALS (A5TM). 1.1.2.6 NBFU OR AF`FROVED EQUAL. ELECTRICAL - SIGN TIMER IRS TGC
12.1-3 NON -METAL-LI(C VENT PIPING FITTINGS.. f-OLYvINYL Lroll EACH UNIT SHALL BE COMPLETE OPERATION UNIT WITH 1.1-2.1 NEC
1,U.& AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CHLORIDE DWV =NFORNING TO A5TM D2&05 (WHEN ALLOWED CONIDEN51NnSECTION, EVAFORATIONSEGTION, WEATERSFCTION, IJJ2 NEMA
BY LOCAL CODE). BLOWER SECTION, FILTERS, DAMPERS, RETURNAIR SECTION AND 112.c� 05HA ELECTRICAL - J50X 4 CIRCUIT FOR SIGNS TGC TGC Uj C:) CC)
CONDITIONING ENGINEERS (A5WRAE) 12JA MILIDING SELL$ER PIPING AND FITTINGS- SERVICE WEIGHT FRES14 AIR DAMPER 1.13.10 UL ELECTRICAL - UNDERCARFET WIRING R5 TGG mij C:) C:)
C
112.7 AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME). COATED CAST IRC�N CONFORMING TO ASTM A '14. Ij&.12 ALL UNITS SHALL E3E FURNISHED WITP ELECTRIC- DIRECT 00 co
1-2 TESTING AND ADJUSTINC-s ELECTRICAL - ANTENNA WIRING SYSTEM Re RS c\1
SPARK IGNITION SYSTEM AND HAVE COMPLETE FLAME FAILURE w
1,12.6 NATIONAL ELECTRICAL CODE (NEC). 12-1.5 CLEANOUT PLIUG5- STANDARD CAST IRON. WHERE PROTECTION. 12.1 THE ENTIRE ELECTRICAL SYSTEM, UPON COMPLETION, BACK DOOR BUZZER, FU5H-6UTTON TGG TGc1 C'4
INSTALLED IN THE f5UILDING, PROVIDE WITH NICKEL-BRONZE C)
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION AC-CE-56 PLATE5. Ik.13 UNITS SHALL BE ENCASED IN FINISHED STEEL CABINETS SHALL BE "NEGGERED" FOR FAULTS, IN ACZORDANCE WITH THE ELEr-TiRICAL - TRANSFORMER NIA INA -r-
AND SHALL BE APPROVED By AGA. METH005 APPROVED BY AIEE AND NEC. U) (0
(NEMA). 1-2.1k FERRULES: GtOOD QUALITY SPIN OR CAST BRA55 OF 1.0-2 IF ONLY ELECTRICITY 15 AVAILABLE,FURN15H SINGLE 13 EaUIE!-IENT AND MAIERIAL SECURITY ALARM SYSTEM TS5 T55 cr)
MINIMUM CODE WEkGHT FOR51ZES USED. U) -.�j
1.12.10 NATIONAL FIRE PROTECTION A550CIATION (NFFA).
PACKAGE PEAT PUMP UNITS DESIGNED FOR ROOFTOP LICIRTI[Wa c; < co
1-3 GAS FIFIW-2 INSTALLATION- 13.1ALL EQUIPMENT AND MATERIALS SHALL BE NEWAND SHALL jj X 1
112.11 SHEET METAL AIR CONDITIONING CONTRACTORS' BEAR THE MANUFACTURER'S NAME, TRADEMARK, AND A5t-IE, UL, LIGHTING FIXTURE 4 LAMPS (REFERENCE SCHEDULE) R5 TGC Ul)
NATIONAL ASSOCIATION, INC. (SMACNA). 1.6.2.1 EACH UNIT SHALL BE COMPLETE OPERATING UNIT WITH ALL a < 2� Iii 1r-
13.1 MATERIALS REFRIGERATION COMPONENTS, AIR MOVERS, FILTERS, AND FRESH AND/OR, OTHER LABELS IN EVERY CASE WHERE A STANDARD CEILIN6 LIGHTING FIXTURES 4 LAMPS (REFERENCE SCHEDULE) Re TGC F-
1.1.2.12 UNDERWRITERS' LABORATORIES (UL). 13.1.1 BELOW GRADE. MAY BE PLASTIC RE51N, OR EFOXY AIR DAMPER. HAS BEEN ESTABLISHED FOR THE PARTICULAR ITEM, EQUIPMENT C/)
SHALL BE THE LATEST APPROVED DESIGN OF THE VARIOUS REAR DOOR SECURITY LIGHT C15W BUL5 SUPPLIED 4 INSTALLED By TGC) NA NA
COATED STEEL, PCDLYETPYLENE PLASTIC PIPE OR COPPER PIPE, MANUFACTURER'5. 2!
1.2 EQUIPMENT ANQ_nAT_EE_1ALS TYPE L. JOINTS IN STEEL_ PIPE 514ALL BE THREADED OR 1.6-22 UNITS SHALL BE PROVIDED WITH EMERGENCY ELECTRIC CO CO
WELDED. JOINTS IN FL45TIC PIPE SHALL 15EA5 PER, AGA RE515TANCE PEATSECTION WITP A CAPACITY TO PROVIDE EXIT LIGHTS AND EMERGENCY LtC%HT5 (REFERENCE SCHEDULE) IRS TGC
1.2.1 ALL EQUIPMENT AND MATERIALS SHALL BE NEW, UNLE55 PLASTIC PIPE MANJUAL FOR GAS SERVICE. JOINTS IN COPPER ENOL16rP HEAT TO PREVENT BUILDING DAMArzE IN THE EVENT OF IA LE-ILITIE5 0
PIPING SHALL BE SWEAT� A COMPRESSOR MALFUNCTION. c/)
SPECIFICALLY NOTED OTHERWISE. SHALL BEAR THE 1.4.1 AVAILA51LITY LOCATION AND ELEVATIONS OF UTILITIES PAVE w
MANUFACTURER'5 NAME, TRADEMARKAND ASME, AGA, UL 13,12ABOVE GRAD�Et STANDARD WEIGHT BLACK STEEL. JOINTS liao-2-3 UNITS 5PALL BE CASED IN FINISHED STEEL CABINETS. BEEN OBTAINED FROM UTIL-ITY MAPS, SURVEY5, OR OTHER TELEPHONE AND SECURITY PLYWOOD PANEL 50AFRID TGCI TGC
ANDIOR 07HER LABELS IN EVERY CASE WHERE A STANDARD, HAS IN STEEL SHALL BEE TREADED OR WELDED. 5CURCE5, AND ARE OFFERED AS A GENERAL GUIDE ONLY, TELEPHONE SERVICE (4 LINES MIN. INCLUDING, LABOR AND MATERIAL) TT TT
BEEN ESTABLISHED FOR THE PARTICULAR ITEM. 1:1 FILTER WITHOUT GUARANTEE AS TO ACCURACY. THE CONTRACTORAND
1.4 HIS VARIOUS SUE3-CONTRACTOR6 SHALL VERIFY WITH THE UNDER CARPET COMMUNICATIONS, WIRING TT TT u 5 0
1-3 UTILITIE I.1.1 FILTERS SHALL 15E OF THE THROW-A-WAY TYPE AND SHALL AFFL.ICABLE CITY, STATE AND/OR PRIVATE UTILITY COMPANIES THE ce) LL
1.4.1 THE CONTRACTOR SHALL FURN15P AND INSTALL AS 5POWN ON BE AS SUPPLIED BY THE MANUFACTURER OF THE AIR EXACT LOCATION, SIZE, AVAILABILITY. HOCK-UPANID C-05T PRIOR
13.1 AVAILABILITY, LOCATION AND ELEVATION OF UTILITIES HAVE THE 1DRAWINGS OR AS NECESSARY TO COMPLETE THE WORKING CONDITIONIN63 UNITS OR AS SUPPLIED BY THIS CONTRACTOR. TO SUBMITTING PIS QUOTE TO THE OWNER HvAC - DESIGN RS 7GC 0
BEEN 05TAINEID FROM UTILITY MAPS, SURVEYS OR OTHER SYSTEM IN ACCORIDANCE WITH THE INTENT OF THE DRAWINGS AND REPLACE AFTER CONSTRUCTION 15 COMPLETED.
SOURCES, AND ARE OFFERED AS A GENERAL. GUIDE ONLY SPECIFICATIONS, A� COMPLETE 5Y5TEM OF PIPING, ALL VALUED 15 EXCAVATIONARD TRENCHING PVAC-FROVIDE AND INSTALL UNIT R5 TGC 3!
WITHOUT GUARANTEE AS TO ACCURACY. TH15 CONTRACTOR INDICATED OR A NJECE55ARY TO COMPLETELY CONTROL THE 12� DUCT W' - HVAC- PROVIDE AND INSTALL DUCTWOSK TGC TnC 7. 0
5PALL VERIFY- WITH, THE APPLICABLE CITY, STATE AND/OR ENTIRE APPARATU15 AND ALL A55URTENANCES. 1�8J DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH THE 13.1 IF ELECTRICAL SERVICES ARE SHOWN TO 5E cc
PRIVATE UTILITY COMPANIES THE EXACT LOCATION, SIZE, 1.42 FIPIWzz 5PALL BE PROPERLY 5UPPORTEDAND ADEQUATE LATEST EDITION OF THE A614RAE GUIDE AND THE SMAGNA "DUCT UNDERGROUND, REFER TO SECTION 15010, FIARAC31RAPH IA FOR PVAC- ROOF OFENINC-z/5UFPORT NA NA
AVAILABILITY, HOOK-UF` AND C05T PRIOR TO SUBt'11T'rlW;t HIS PROVISIONS SHALIL BE MADE FOR EXPANSION, CONTRACTION, MANUAL FOR LOW VELOCITY SYSTEMS" AND CONSTRUCTED OF TRENCHING AND BACKFILLINa 4c
QUOTE TO THE GENERAL CONTRACTOR- SL.OFE AND ANCHC�RAGE. NEW GALVANIZED PRIME STEEL SWEETS OF THE FOLLOWING CUR5 NA NA
GAUGES: Ib CONQUCTOR5 ANI? CAB
I�E5
1A EXCAVATION ANIQ TRERCHINaWPERIE CALLED FOR ON 1.43 PIPING A55EMBLE. EXHAUST, VENTILATION NA NA
PLANS) IJ3.1.1 UP TO 12' - 26 GA. Lb.1 ALL CONDUCTORS SHALL 15E '35 P. CONDUCTIVITY COPPER,
1.43.1 FIFE THREAD)SSWALL CONFORM WITH ASA DIMENSIONAL NEW CONDUCTORS, INSULATED IN ACCORDANCE WITH THE WVAC- CONTROLS (MALL'S ENEFnY MANAGEMENTSY57EM) NA NA
1.4.1 EXCAVATION- STANDARDS 52, 1. 1,012 13" TO 30" 24 NATIONAL ELECTRICAL CODE FOR THE TYPE OF SERVICE 2
INVOLVED. DUCT INSULATION TGc TGC
1.411 CONTRACTOR SHALL PERFORM ALL EXCAVATION TO THE 1.4-3.2 COFFER TU50N6 5PALL BE ASSEMBLED WITH SWEAT-TYPE 1.8.13 ROUND DUCTS U-P TO 12' IN DIAMETER - 26 GA PLUMBING qj
DEPTH INDICATED AND AS OTHEFRLU15E REQUIRED FOR THE FITTINGS, L15INGSIL.-FOS 5OLDER AND NONCORROSIVE FLUX. 1.3.2 DUCT PE ALL FEEIDER5, 5U15-FEEDERS. AND MOTOR CIRCUITS. NO.
PROPER INSTALLATION OF PIPING AND UTILITY LINES. - LONGITUDINAL. 5EAM5 SHALL BE PITTSBURGH TY a AND LARGERSHALL BE TYFE "THW" INSULATION.
1.433 CAST IRON HOU13-AND-SPIGOT FIFE JOINTS SHALL EBE MADE DOUBLE LOCK-ED AND HAMMERED FLAT. TOILET/WASPROOM FIXTURESANE) PIPING TGC TGC
1.412 MINIMUM COVER SHALL BE 24' UNLES5 OTHERW15E WITH NEOPRENE GASKETS. 1,5_3 ALL FLAT PANELS OF DUCTS 12" AND LARGER SHALL- BE I_bI2 ALL OTHER CONDUCTORS MAY BE TYPE "TUP
INDICATED. CR055-BRJ�)K� OR MACHINE BEADED. HOT WATER HEATER R9 Tcar, Ella
1.5 T155TINGAND AtDJUSTINC2 L62 THE COVERING OF CONDUCTORS AND CA5L.55 SHALL WAVE 0 a
1,4.13 WHEREVER WET OR OTHERWISE UNSTABLE SOIL Ilr7I ALL PIPES 5qaLL BE TESTED BEFORE THEY ARE 1,5-4 AT EACPSQUARE ELBOW, PROVIDE AIR-FOIL PATTERN DISTINCTIVE MAF;a<IW_aS AS REQUIRED BY THE LATEST STANDARDS 5ERVICESINK Tc_1f__ TGIC ) 0 0
INCAPABLE OF' SUPPORTING THE FIFE 15 ENCOUNTERED IN THE 5ACI<TILLED OR C:ONGEALED IN FURRINGS OR CHASES. TURNING VANES IN ACCORDANCE WITH, SMACRA MANUAL. OF UL. THE COVERINC-65HALL BE COLOR GODED. DRINKING FOUNTAIN TGr_ Tclr- .01
TRENCH, BOTTOM, SUCP SOIL SHALL BE REMOVED TO THE DEPTW I I
AND FOR THE LENGTH REQUIRED AN[) THE TRENCP BACK FILLED IB.2 AFTER ALL TESTING, ALL LINES SHALL BE THOROUGHLY 1.0.5 DUCT SPLITTERS- ADJUSTABLE WITH CONTROL DEVICE ON 1.63 THE MINIMUMSIZE OF LIGHTINGAND POWER CIRCUITS PIPING INSULATION TGG TGC
WITH SAND. FLUSHED WITH WATIER AND LEFT COMPLETELY CLEAN. DUCT SIDE FOR EXPOSED DUCT AND FLUSH IN CEILING FOR SHALL BE NO� 12 AW--i.
CONCEALED WORI< VENTFAB CR YOUNG SHALL BE USED.
11 RACEWAYSrWPERE SHOWN ON PLANS) FIRE FFROTECTION Sa
1,4.2 BACKPILLINC-i- SECTION 15440 IZ,& SHORT TAKE-OFF DEFLECTORS- AIR MATE EX-2 VOLUME cc 0
1.42.1 TRENCHES 5PALL NOT BE MACQ--ILLED UNTIL ALL PLUMBING FIXTURE5AND TRIM EXTRACTORS AS PER DUCT MANUAL CF5NAGNA I.1.1 RIGID CONDUIT HOT DIPPED GALVANIZED RIGID 5TEEL FIRE FROTECTION (SPRINKLER) SYSTEM NA NA f...
RE-TESTS ARE PERFORMED UNTIL THE UTILITIES SYSTEMS AS CONDUIT SHALL BE NATIONAL ELECTRIC, ALLIED OR PITTSBURGH. ) 4 'coo
INSTALLED CONFORM TO THE PLANS AND SPECIFICATIONS. 1.1 .1015 CONDITIONS I�S AIf3 PEVICE FIRE PROTECTION (SPRINKLER) SYSTEM MODIFIED NA NIA m
ET BY CONTRACTOR U3.1 AIR DEVICES SHALL BE EQUAL TO TITUS AND AS SHOWN ON 1.1.2 ELECTRIC METALLIC TU51NG SHALL 15E NATIONAL ELECTRIC, FIRE ALARM SYSTEM NA NA
1.4.2-2 BACXFILL LOWER PART OF TRENCH WITI4 SAND DEPOSITED 1.1.1 FIXTURES SHALL- BE FURN15HEID AND S ALL FIXTURES THE DRALUINGS. ALLIED OR F`ITT5E3UF;nH STANDARD.
AND COMPACTED TO A DEPTI4 OF 12 INCHES ABOVE THE TOP ACC0RDIWG TO T14E MANUFACTURER'5 DIRECTIONS.
OF THE FIFEL SHALL 15E NEW ARID OF FIRST QUALITY, FREE OF ALL KILN MARKS, Lc�11 SUPPLY DIFFJSEF-5- SERIES 200 E><TRUDED ALUMINUM WITW 1.13 UNDERX3ROUND CONDUIT PLASTIC "CARLON" OfR EQUAL PIP
CRACKS, CHIPS, ORR DIeCOLORATION, AND THOROUGHLY CLEARED WHITE BAKED ENAMEL FINISH. OR F15ER DUCT IN CONCRETE (THREE INC" ENVELOP PER DUCT),
OR PVC RIGID PLASTIC CONDUIT WITH A GROUND WIFE CARRIED CIA (L
1.4.23 5ACKFILL THE REMAINDER OF THE TRENCH WITH SAND AFTER ALL PAINTING AND CLEANINn DOWN OF THE BUILDING WAS
EARTH FILL FREE OF ORGANIC MATTER AND ROCKS LARGER BEEN DONE. 1.5.12 RETURN GRILLES: TITU!513-MCHL STEEL MODULAR RETURN IN DUCT.
THAN 1-1/2" IN DIAMETER 12 FIXTURE GRILLES WITH 0 DEGREE DEFLECTION,NO FLANGE, AND WHITE
I _�N T Y 12.1 REFER TO FIXTURE SCHEDULE. BAKED ENAMEL FINISH DESIGNED TO FIT CEILING GRIDS. 1.5 JUNCTION AND FULL BOXES
1.10 DUCT 'NaULATIO 12.1 WPERESPOWN OR REQUIRED, JUNCTION OR PULL BOXES
15.1 ALL MATERIALS, EQUIPMENT FIXTURES, DEVICES, AND 1-3 IN5TALI_ATI N ICK AND .1!5 POUND DENSITY FIBERGLASS 5WALL BE PROVIDED TO FACILITATE FULLING, SPLICING, TAPIW_a,
INSTALLATION SHALL BE GUARANTEED TO 55 FREE FROM 1.10I TWO INCHES TH OR NESTING OF CONDUCTOR5. SUCH, BOXES SHALL BE IN
MECHANICAL DEFECTS OR FAULTY WORI<MANSWIF FOR A PERIOD 13.1 ALL WALL HUNCz FIXTURES SHALL BE RIGIDLY SUPPORTED BY WITH A L002 INCP ALUMINUM FOIL FACING FOR ALL 5UPPL-Y AND ACCORDANCE WITH THE RATIONAL ELECTRIC CODE AND &ECURFLY
OF ONE YEAR FROM THE DATE OF SU55TANTIAL COMPLETION. APPROVED METAL- WANGER5 AND CHAIRS. ALL FLOOR OUTLET RETURN AIR DUCTS. I-AP INSUL.ATION TWO INCHES, AND STAFLE FASTENED TO THE BUILDING STRUCTURE INDEPENDENT OF THE
L) F-
COmFRE55ORS SPAL.L. HAVE A MANUFACTURER'S WRITTEN FIVE FIXTURE5SPALL B�F_ RAGIDLY SECURED TO THE FL.00R BY APPROVED AND SEAL WITH [DUCT TAPE. CONDUIT. tu
YEAR WARRANTY. LABOR AND MATERIALS REQUIRED TO FULFILL FLOOR FLANGE, 5c_-REWED OR E30LTEID TO THE FLOOR.
III THE __OSTAT ID� 5:;�NTROL.I.-F-FS
THE REQUIREMENTS OF THIS GUARANTEE SHALL BE FUF�NI514EID FM 5. AN 1.9 OUTLETBOXE L) F- tj J)
TO THE OWNER BY T14E CONTRACTOR AT No ADDITIONAL C057 TO 1-32 EACH FIXTURE WFFLY SHALL HAVE A SWUIT-OFF VALVE. 1.11.1 TEMPERATURE CONTROL EQUAL. TO HONEYWELL THERMOSTAT iz w Lu
THE OWNER 1.9.1 OUTLET eOXE5 SHALL BE ZINC-COATED OR
13-3 ALL EXPOSED) FIFES PA85ING THROUGH WALLS AND FLOORS WITH "PEAT-AUTO-COOL" SELECTOR AND DUAL TEMPERATURE
-AN -PLATED SHEET STEEL SUITABLE FOR THE CONDITIONS L LIU 1�
CHROME AND/OR NICKEL PLATES. SETTING. THERMOSTAT SHALL ALSO WAVE AND "CN-AUTC" r CADMIUM 6 6) 4
SECTION 15410 SHALL BE F'ROVIMED WITH SELECTOR SWITCH WHICH SHALL BE SET IN THE "ON" P051TION OF EACH OUTLET.
SECTION 1EP800 FOR CONTINUOUS FAN OPERATION.
FLUMBIWa SYSTEMS 1.112 MOTOR CONTROLLERSt ALL MOTORS AND STARTERS 1311 CEILING OUTLET BOX SHALL. BE NOT LESS THAT 4" CONT,4GT6
1.1 WATER SUPELT-1-fif-ING HEATIW-s AND COC;)LIW_1 SYSTEMS 1145TALLED IN OR ON PIECES OF EQUIPMENT WHICH ARE FACTORY OCTAGONAL. VICE PRESIDENT- RADIOSPACK REAL ESTATE PHONE (811) 415-6645 OfRE NO- 01-W14
13 DESCRI N ASSEME3LEID SHALL BE AS SUPPLIED AND INSTALLED BY THE L'312 SWITCP AND RECEPTACLE BOXES 5WAL-L BE CONTACT: ANDY ZEINFELID FAX * (811) 41E-Y-6512 ET-
111 MATERIALS RESPECTIVE MANUFAcTURER,5. ALL MOTOR CONTROLLER5 SHALL APPROXIMATELY 4 X 2 INCHES AND SHALL BE ONE, TWO, THREE, EJOB NO- Z)�=1235
1.1.1 SYSTEM SHALL 1 15E SPLIT SYSTEM, FORCED AIR COME31NATION AIR BE PRECEDED BY A FUSED DISCONNECT SWITCH MOUNTED WITHIN ETC.GANGS AS REQUIRED. SECTIONAL BOXES SHALL NOT BE VICE Ff:RESIDENT - RADIOSPACK LEASING P14ONE " (817) 41Ei-4S02
1.1.11 PIPING: CONDITIONING ANED HEATING UNITS, INSULATED DUCT SUPPLY AND SIGHT OF THE MOTOR, AND FUSEE) TO PROVIDE ADEQUATE USED. CONTACT. MARK WULLINGER FAX " (01-7) 415oa12
RETURN SYSTEMS MTH ALUrjINUM DIFFUSERS AND STEEL RETURN AIR PROTECTION FOR TPE MOTOR. FOR UNITS MOUNTED OUTDOORS. I 5TORE TYPE- REL
UNDERGROUND- TYFE KSOFTDRAWN COPPER WITH PROVIDE WATERTIGHT DISCONNECT SWITCHES, FOR ALL MOTORS 1.10 WIRING DEVICES DIRECTOR - RADIOSPACK DESIGN 4 CONSTRUCTION PHONE 0 (811) 46-05'Z�
LUROL16HT COPPER FITTINGS. GRILLES. USED IN AN APPLIED APPLICATION, THE CONTRACTOR SHALL CONTACT- RON WORTI44M FAX # (511) 415-6501 CON!5. TYFE: AS-16
-14 ZACTURED BY GENERAL FURNISH MOTOR STARTERS TO THE ELECTRICAL CONTRACTOR I.IOJ DEVICES 5PALL 15E P A 5, 141-113BELL, LEVITION, OR . 1
0 EQUIPMENT SPeALL BE AS MANUr FOR INSTALLATION. ARCPITECT - PHONE * (81-7) 41r2-343ro ILOC:4TION. FREE
ELECTRIC, LENNOX< CARRIER, TRANE, OR APPROVED EQUAL. APPROVED EQUAL AND MEETING UL REQUIREMENTS.
CONTACT: THOMAS A. PIRTLE 111, A.I.A. FAX 0 (811) 415-48e3
2 1.12 EXHAUST FAN c)fv. V. FFRE!5-
1.2 EQUIPMENT ENEfRGY SOURCE 1.10A SWITCH SINGLE POLE OR DOUBLE POLE, TPREE-WAY EN(SNEERING- r=LE!C;TRicAL/mECH4NIC:AL-RAr)IOSH,4C;K PHONE m (311) 415-2640
12.1 IF NATURAL GA�S 15 AVAILABLE, THEN CHOOSE UNITS WITH GAS 1,12.1 EQUAL TO "ZEPPER" MODEL Z6 AS MANUFACTURED BY THE TOGGLE SPECIFICATION GRADE, RATED 15, 20, OR 30 AMP CONTACT: SCAFRIA J05EPP FAX " (611) 415-4893 4RCI.4. IDFRAWN BY,
FENN VENTILATOR GO., INC- ACCORDIWS TO CIRCUIT. IVORY OR BROWN AS DICTATED BY
HEAT AND EL-5CTRZIC COOLING. WALL FINISHES. CONSTRUCTION PROJECT MANAGER - RADIOSPACK PHONE " (511) 415-3544 RIC14AFRO LACXX(2j;d_
CL GRILLES SHALL BE WHITE BAKED ENAMEL. CONTACT. 54FRFRY PAGE FAX * (&11) 415-48c33 4RCH. CHECKED Egy
1-22 IF NO GAS 15 A'�VAILABLE:,UNITS SHALL BE HEAT PUMPS WIT" 01
U-) 1.11 PANELnOARDS JAMES HOWARD
EMERGENCY RE51�STANCE PEATIW:s COILS. PHONE * (811) 319-4saa
1.12.1.2 EXTEND DUCTS THROUGW ROOF WITH FLASWIW_;s COLLARS, AMP
STORM COLLARS AND RAIN 4 WIWS CAPS. AMERI-VENT AS HAVE MAINS, LUGS, AND BRANC14 CIRCUIT CONTACT: BUD YOUNG FAX * 0312� 4c3l-5112 ENG_ DF?AWN 5Y.
1-3 0ESIGN CONIDIIITI 5 MANUFACTURED BY AMERICAN METAL PRODUCTS CO, OR EQUAL. I - TONY UY
BREAKERS AS SCHEDULED ON THE DRAWINGS.
LENNOX PHONE " (c312) 431-5004
13.1 THE SYSTEM C(CRIDITIONS LISTED BELOW ARE FOR DETERMINING 1.13 INSTALLATION 1.112 CIRCUITS SHALL BE ARRANGED AS SHOWN ON THE CONTACT: ERICKA GONZALEZ FAX * (811) 222-0562 ENG. G�4ECKED 5Y:
aCARIA JOSEPH,
THE MINIMUM REQUJIREMENT5 TO SAT15FY THE SYSTEM OPERATION-
�5 OCCUPANT LOAD !SHALL BE ASSUMED TO BE 15 BOTH SUMMER AND DRAWINGS TO MAINTAIN THE DESIRED PHASE BALANCE. FPONE (aOO) 2432-2444
0 WINTER. 5Y5TEM E5HALL BE DESIGNED TO DELIVER: 1131 ROOF TOP UNITSs COORDINATE EQUIPMENT SUPPORTS FOR LInPTSTAT 10,4TE 0
THE INSTALLATION OF ROOF-TOP UNITS WITH THE 57FZJCTURAL 1.113 SHALL BE PROVIDED WITH TYPEWRITTEN PANEL
FRAMING SYSTEM OF THE BUILDING.
1311 LNDER THE =NDITIONS OFSUMMER, AND OUTSIDE AIR [DIRECTORIES. IN HOUSE REVISION
TEMFERATURE OF: S4 DEGREES FD5 AND 11 DEGREES Orp/23/02 KIDO
1.13.2 DUCTWORK
w FW5 WITI4 AN OCCLUPANT LOAD OF THIRTY PEOPLE AND AN INTERIOR IIIA SHALL MEET REQUIREMENTS OF NEC; AND AS
2i ROOM TEMPERATUJRE Or 15 DEGREES F AT 50 % RELATIVE HUMIDITY. 1.13IJ ERECT ALL DUCTWORK IN THE GENERAL LOCATIONS SHOWN MANUFACTURED BY SQUARE D,GENERAL EL.ECTRIC,
Nr WESTINGHOUSE, OR APPROVED EQUAL.
rl- ON THE DRAWINGS, BUT CONFORM To ALL STRUCTURAL AND
13.12 UNDER THE GCONDITIONS OF WINTER. AN CUTSIDEAIR IN HOUSE REVISION
TEMPERATURE OF; 32 DEGREES FAND AN INSIDE TEMPERATURE FINISH CONDITIONS OF THE IBUILDIN61 A206/05/02 RRL
OF 10 DEGREES Fl--. 1.13-3 SUPPORT ALL 14ORIZONTAL DUCTS BY MEANS OF BAND IRON
14AW:*AR5 ATTACHED TO THE DUCTS BY MEANS OF- SCREWS,
r It RIVETS, OR CLAMPS, EACH SECTION OF DUCT SHALL. HAVE AT
co LEAST ONE FAIR OF SUPPORTS.
C?
L
1.14 TESTING AND IBALANC[t�*
cr) 1.14.1 EQUIPMENTSPALL BE ADJUSTED AND ALL SYSTEMS
04
BALANCED TO FEFr-CRM AS 5PECIFIED AND AS REQUIRED TO
c\1
CD C31VE SATISFACTORY OFERATIC?NL
0 !SHEET
0
(n
Lc
Don Ponn
Consulting Engineer ME ]
p
a"a m",S" 817-4-50-2&66
CD &*W101
anj"wmo. Tx -re".1
NO. 10 cF 14
LO
1!�A5`TER DOC- REV. 10/1/01
9
6i
qc;p K::;p el
wow !��
-1 10-011 411 ELECTRIC4L FOWER NOTE5— UNICATION G'ONDUIT NOTE5 POWER FIXTURE LEGEND
EILIN(S E O�Em
ro., 61, r'.)
1,4% 24 HOUR TIME CLOCK FOR AUTOMATIC 516N M-*<wjpTIcN I=ART ULAM
k * 'k 'I
I f 11 NSTALLED BY SYMBOL
OUF"
0 CONTROL. 120 VOLT, SINGLE FOLE, 40 AMPS. 1. SEE DETAIL 2/E3 FOR INSTALLATION OF OUTSIDE CONDUIT AND MOUNTIN�
3/4"1 CC"OUIT SUFFLIED nY RADIOSPACK ,4ND INSTALLED 13Y TGG. DUPLEX RECEFTAGLE OUTLET, l' b" TO
SECURITY ALARM J-SOX. A SLIR=ACE MOUNTED 4" STEEL J-15OX 2. ALL OUTSIDE CAE31-ES MUST -SPARE ONE CONDUIT ENTRY INTO BUILD�IN(S TnC E30TTOM OF COVER PLATE AFF.
DUFLEX- WITH OUTLET MOUNTED ro" BELOW CEILIW-3 OR (V-10" AFF IF NO IN ro" X 6" FULL E30x. REF NOTE L
OUTLETS P13 CEILING 15 EXISTING) DIRECTLY A50VE THE SECURITY CONTROL 3. INSTALL 2"0 CONDUIT, FROM ra" A50VE CEILING TO 36" AFF, WALL TO TELE TELEPHONE CONNECTION WI/ REQUIRED
2"7 CONOUIT-12" LONG PANEL LOCATION. OUTLET SHALL BE WARD WIRED TO 120 VOLT FLOOR AS SHOWN ON FLAK TrELECaIMUNICATION5 CABLE TO PANEL BOARD I'-&" TO CENTER
PANEL ON 20 AMP LOCK ON TYPE CIRCUIT BREAKER WITH (2) 112 DATA
THW AND (1) 012 THW GROUND. THIS OUTLET 15 FOR SECURITY SYSTEM Or- PLATE.
Y-O" WIDE x-- I"I CONDUIT-12" LONC3
ONLY. THE CIRCUIT BREAKER SHALL- BE L.AE3ELED "SECURITY 4. INSTALL 3/4"0 CONDUIT, IN WALL I&" FROM AE30VE CEILING TO FLOOR,
PUS
W BUTTON. MOUNT 48" AFF NEXT TO
2'-0" DEEP SYSTEM". SECURITY SYSTEM SHALL BE SUPPLIED AND INSTALLED 4" AFF. IN J-15OX. TGC FEAR DOOR im EXTERIOR SIDE-
D= �FF-
I
SHELF LNI5 BOX BY TANDY SECURITY SYSTEMS.
IZ-1 L- I - TALL 2110 CONDUIT, IN WALL 6" FROM ABOVE CEILING TO 36" AFR
7
TELEcor TYPICAL PHONE OUTLETS, BY TELECOMMUNICATIONS RCA RCA SIDE OF STORE ONLY. 6"xfo" FULL BOX 36" AFF.
24"x24" ON
-IMUNICATION TnC BUZZER.MOUNT IN CEILING A50VE CASP-WRAF
SHELF BRACKET El/
BY T(SC. FUNCP DOWN
BLOCK DUPLEX OUTLET ON JUNCTION E30X , BY TGC.
cla JUNCTION BOX, 4" SQUARE WITH BLANK
COVER----------
NEW 120/205V 3 FWASE, 400 AMP PANELOCIARD 11F11, UNDERC-4RFET WIRING NOTES
2 WITH 400 AMP MAIN- 22,000 AIC WITH 42 SPACES. SEE J" 15OX WITH ro 1*12 THU), 2 012 THW GROUNDS,
5ECUFRITY: PANEL SCHEDULE FOR SPECIFICATION. TGC 2 *10 TPW NEUTFRALS-PARDWIRED CONTINUOUS
I. ALL FLOOR OUTLETS AND UNDERCARFET WIRING SHALL BE TO PANEL- (TYPICAL E30TW SIDES REF S/E3.
CONTfROL INSTALLED AT CENTERLINE OF CARPET TILE.
P,4NEL THERMOSTAT, INSTALL ON SIDE OF POWER TOWER AWAY
FROM THE BACK OF THE WALL SYSTEM AS FAR AS POSSIBLE 2. AFTER CARPET HAS BEEN INSTALLED, REMOVE AFFROPRIATEE ELECTRICAL PANEL,
�:::t —
L----------J ANI--) E5ETWEEN THE SHELVES AT 4.5" AFF. AS SPOWN ON ROWS TO INSTALL UNDERCARPET WIRING. C) co
DETAIL 6/E-3. -3. DO NOT CROSS OR, OVERLAP UNDER CARPET TELEPHONE LI�qE5 ELECTRICAL LEGEND c) C)
4'-0" x V-0" x 3/4" FLYWOOD BY TGC. AND UNDER CARPET WIRING. a1AWITY SUPPLIED co CC)
4'-0" x V-0" SYMOM VESMPTICN IFART 0 UIATrACBE CNI
4 NSTALL LLI
T 3/4" PLYWOOD. NEW 120W208, 3 PH, 100AMF PANEL "L", MLO, 3F, WITH R., BY mor, I
BY T5C. 30 SPACES, 10,000 AIC. eUFFLIED AND INSTALLED BY ELE CD
TnC. 24-POUR TIME SWITCH. DIAL TYPE 032
J-SOX FOF, THE 51r;:N 120 VOLT-INTERMATIC MODEL TIOI. (j)
WATER HEATER , TANK TYPE (o GAL.
tH) CAPACITY 120V. 11-:700 ce)
2NSHALL BE MOUNTED A50VE THE CEILLING ca U) 4
A J-50X FOR THE OUT51DE SIC I < Ce)
-RONT AREA. VERIFY WITH RADIOSHAC< PROJECT MANA�GER
FIN FLOOR IN THE 5TOREr THERM05TAT LIGHT5TAT "C-TAN
x
------ AS TO THE APPROFIRIATE MOUNTING LOCATION OF THIS J-5OX. AUTOMATIC NIGHT SETBACKw 4,3" AFF E L.F-
w
UNLESS OTHERWISE NOTED
FS
T U)
ELEVATION AT IRADIOSHACK 'IN R55 TERMINAL CABLE (SPECIAL CABLE) 2015 NA M I,-
3 2016
SECURITY PANELS 4 TELECOMM PANEL EJ El/ FRE,4FR DOOfR E3UZZEfR -1 c") (if co
0
SCALE: N.T,5. El A FUSP BUTTON SHALL BE MOUNTED ON THE OUTSIDE WALL, AND AMP FIXTURE LEGEND U) -
LOCATED NEXT TO THE REAR OF THE LEA5ED 5PAGE, AND A aUZ:ZER Lij
SHALL BE MOUNTED IN THE CEILING SPACE, ABOVE THE GAS" WR.44F CLLAWlTy WJT Sym5m DESCRIPrIcN IDART 0 WATTACiE
COUNTER 5y NS 04 �:
li�, FRE-MANUFACTURED JUNCTION 50)<ES. SEE C) Q-10
UNDER CAIRFET/OASE DECK DETAIL. 9/E3. C) 0
2 Q cr) LL
OWEPISTR1=5 lu
2 NOTE ELE NA 0
2 0513
TRAN51TI
r PC
-913t WER N
ONDUIT NOTE MOUNT POWER 5TRIP5 TO UPRIGHTS IN WALL SYSTEM AS SHOWN F 0 00
ON PLANS FACING BACK Or- STORE. 200 FEET OF UNDER CARPET IE
< ML�
LOW PROFILE POWER FLOOR OUTLET:�7
00-T
VOID "AMP" DUAL DUPLEX FLOOR OUTLET STS NA
2 (PART 0 554192-3�
MOUN It=
AfON F1
150 FEET OF UNDER CARPET WIRE- AND 2
TRANSITION BLOCKS WITH WALL Box s ELIE
Pa < UNDER- COVER 04'B
CARPET NA
< WIRING F/�q Iro LOW PROFILE FOLUER FLOOR OUTLET.
KIT
2
TRAN51TION BLOCK WITH WALL SOX AND
P rab NA
COVER
L-T
PUSW BUTTON F12 V1
FOR 5UZZER NOTE: 1. LL MAY USE ONE WATER TANK OR ONE INLINE HEATER SFEGFIED FOR EACH LAVATORY. 0
NEW CIRCUIT vo I 1 2. ITEMS SUPPLIED BY R5 SHALL BE INSTALLED BY TGC-
ORDERED BY R5 THRU 5CARIA J0SEFW
ell F*4
sw 0
> 0 A N1, c
0 (SUSFENDED,,
F, 20 L J2
-Aloeva W H A, L
GFr-I OUTLET— - *0
F'34,L3ro
LI-5 L12 01
C14
IGAF TOILE t4
71'-rb" CLS PT P2
CEP 0
0" AFF EE DETAIL VE3
>
ILL
START OF FFREM15E FOR PANEL. SCHEDULE AND
C-FC1 OUTLEET IfIC14F OILET 4.-L 1,5 LOAD CALCULATION SEE E2 SHEET.
194a" AFF ro" CLG W HALLWAY w
I'-V' CLG HT F-
W
P5 1,33,35 T e NN
0 L2 208/12OV,3F,4W i= w w d)
COND UNIT ro 4 w
(VERIFY Lar (D SERVICE
(BY UTILITY CO 4 TGC)
i NEW 4 600 MCM THW w F-
------ - 4 n GNO IN 3-1/2 C NEW
IFIC, (BY TGC) 4 `3 THW 1-1/4" C
5T TGC
COND UNIT T T NOTE: REPLACE EXISTING
V-6" LG A
(VERIFY LOC) IN JE30X FOR SIGN 240/12OV, 3W SERVICE
5LAYWALL - - - ---- THRU TIMECLOcK WITH NEW A5 SHOWN ON 5TORE N0- cj-wi�j
THIS DRAWING.
L1 4PU 2 (-A S. 'i El REF. NOTE TP15 SHEET jJ05 NO: 00=12-3r,
(SU5FENDE SEE DETAIL 4/E3 BUZZER 2 STOFE TYFE: REL
2P, 20A, NF
1��� L-7 ABOVE CLIS
ONOUIT F-* AS-16
(-3n5 1CON5. TYFE
NOTE 113 L13, FOS P30,3 [DUAL DUPLEX
1LOGATION. FRr=E
DEDICATED
ca OUTLET
CIRCUIT CONDUIT
A
-2 DIV. V. FFE5-
PANEL PANEL
(a 3 -7
.4fRG:P. DRAWN BY.-
cy- F19,21,23 L-1 I I IISEE DETAIL 4/EE3 NEW 400A, 3PH, RICHARD L
208/120, 60 Z AfRCH. CHECKED BY.
L-1 OPEN TO STRUCTURE il ELECTRIC METER ; SOCKET
Ll JAMES HIMARD
(BY ELECTRIC CO. 4 TGC)
0) tu UN BY:
ENG. DR.4
NEW 400A, 3H
C14 14 205/120, �,o WZ: , 4W ENra- GPEG<EE) BY:
0 / / / , SCARIA JOSEPW
DISCONNECT 511). ul
FUSED AT 400 Arr'lf=5 5 4 0- DATE� 102L—j
OEE DETAIL 4
(BY TG�C)
2 REV15ION5-
IN HOUSE REVISION
L C3 05/23/02 KOO
4�41J—3
LIJ COND U
(SUSPENDED) P11 �3
U T015" AFF
VERIFY 2P, 20A NF IN HOUSE REV15ION
LOC. 061VV02 RRL
F 2 r23 2
PI
00 ELECTFRIC,4L R15EFR DI,46RAM
C9
F9 P-r Ps No SCALE Ell
co
H -n—f NOUIT NOTE `4
:;:;W ��� C) ><
Vol
SLAIJUA L
CD
>
c \-CONDUIT N TE -5
0
9) -4-/ NOTE `4
_:e CONDUIT NOTE
n
Fen
E"ginaqw
2
c\1
0 's��50 Hwy 360 817-41102agS
-N sufte 101
LO (2Mp4%Vhj&.TX VOW1
in LN0- 11
cn 0F 14
1�! ELECMRICAL f=LAN
!F! 5CAL.E - 114" m I'-011 MASTER DOG. REv- 10/1/01
cn
ELECYFRICAL FIXTURE LEr__-;END
CiLAWITY WANTITY
DEWRJFTICN PARTO MATTACIE SYME30L DESCRIFTiON PART IP UATTAGE
RS LANDLORD R5 LANDLOW
-4C 2X4 REC
EXIT LIGHT RED SINGLE r E, CEILINr3 ESSED FLUORESCENT STAND. ACRYLIC
ELE LENS-120 VOLT 4FO32/T-a W/ELECTRONIC ELE
4 MOUNTED 120/211 VOLT WITH BATTERY 2 112
031 BALLA5T 040
BACK-Uf=' L ITHONIA `LaMSWiR 120/211 ELN CD
I Zzs
2X45UT;ZFACE MTO FLUORESCENT STAND. 4--_
EXISTING EXIT LIGHT - CEILING MOUNTED
2 ACRYLIC LEN5-120 VOLT 4FO32/T-,5 112
Y sAcK-up
120 VOLT WITH SATTER, W/ELECTRONIC BALLAST-
7
ROOF OR 5LAB AE30VE EXIT LIGHT - GREEN SINGLE FACE, CEILING DOWNLIGPT (LIGPTRON) W/ SOLID STATE
MOUNTED 120/211 VOLT WITH BATTERY ELE
ELECT. BALLAST, TWIST LOCK TTFE W1
BACK-UP LITHONIA 'LaMSWI(S 120/271 035 2 EXTRUDED ALUM AND PEAT SINK HOUSING.
10 GA. WIRE AT EACH EMERGENCY LIGHT 5ELF CONTAINED,
4 EM CEILING MOUNT 120 VOLT WITH 5ATTERY ELE I (32W) PL-T CFL 32
CORNER OF FIXTURE 15 4
03'-)
BACK-UP PRESCOLITE-EDS2
WAL
LOAD ANALT515 TABULATION 10 GA. DIAGONAL WIRE FE_M__j EXISTING EMERGENCY LIGHT SELF L MOUNT LIGHT FIXTURE WITH LEXAN ELE
-) IOo
-:1
5Q FT= 2605 FROM OPPOSITE ENDS CONTAINED. CEILING MOUNT 120 VOLT WITH GLOBE AND CAST GUARD. FRAB C 15
OF FIXTURE BATTERY BACK-UP G�H 036
BAR, GL 100 PG, VXBRI
CATEGORY CONNECTED USAGE FACTOR DEMAND WATTS PER L32(c)
WATTS WATTS SO FT
LIGWTRON MODEL " 4�!G/3-140 BIAX-NA.STER
,:, ELE
W/ 3 LAMP BALLAST, 120V
125% OF CONT. PLUr 7 3 F7 MOTION SENSIN(S SWITCH P45 05 30001 035 NA
LIGHTING CONT.= �7155�2
ui
(W/0 5POW WINDOW LT5) NoNccNT,- 1730 100% OF NONCONT. 10300 3,20
(D co
2X4 FLUORESCENT WIRING SYSTEM PLU6-IN 0 C)
IREC 100% - FIRST 10,000 ELE SINGLE POLE SWITCH AT STANDARD PEIGPT co 00
,EFTACLES Or
INTERFACE. NA
_11aroo 13. 4511 AFF.
CEILING
(WIC 5POW WINDOW RECPT) 25920 PLUS 50% OF= REMI)IR 043
INSTANT-ON ui
LIGHT FIXTURE LIGHTRON MODEL 43G/0-140 51AX-SLAVE,
WATER WEATER 1500 0.56 C)
14 120V -r SWITCH AT STANDARD HEIGHT 4a" Ir-1
35 3-WA
SIGNS 160 12510
1 7200 oro&
U) co
O.P. GRILLE 100,11/0 0 0.00
2X4 FLU SYSTEM FLUGAN EL 5AT14ROOM EXHAUST PAN WITH BACK DRAFT ELE
CRESCENT WIRINC
AFF.
L16;�4T FIXTURE CONNECTION
5POW WINDOW L IGPT5 125P. Or- L16PTS PLU5 2001 INTERFACE AFC 0106C312 043 NA 2 DAMPER 110 CFM - 120 VOLT - 5ROAN 031 156
JFAN
LINEAR FT= 12 OUTLET5= 540 WATT5 PER LINEAR FT 2400 0.20 NO SCALE rz 2 MODEL 619? co
M15CELANEOU5 1532 10090 1832 O-roa Lo
4' FLUORE5CENT STRIP STANDARD SURFACE
-AN WITH
SUBTOTAL 40138 36192 14.B5 IF032/T-.5 - LAMF ELE EXISTING BATHROOM EXHAUST F w LIJ
MOUNT MA5TER 120 VOLT 30
044
54CK DRAFT DAMPEi;R 110 CFm - 120 VOLT
2aao 125% OF LRG5T MOTOR FLLJS WITH ELECTRONIC BALLAST U)
HVAG 25410 LARGER OF HEAT OR COOL 2SO10 105ro
4' FLUORE SCENT STRIP STANDARD SURFACE
MOUNTSATELLITE 120 VOLT ELE
-IF032/T-0
TRACK LIGHT E5LACK 120 VOLT 50
045 30 c1r) 00
TOTAL 08408 TOTAL roE,202 25-51 TGC SHALL INSTALL ALL DOWN LT5 WITH ONE 10 GA WIRE FROM THE CENTER OF @ LAMP WITHOUT ELECTRONIC BALLAST
0
CONNECTED AMP5= ISO DEMAND AMP5- IL32 THE LIGHT FIXTURE TO ROOF OR STRUCTURE ABOVE. LAMP, CCTRON T-8 DESIGNER '100" ELE U)
4' TRACK LIVE F-Nr-> - DEAD END - 120 VOLT
CONNECTED AMPS= ISO DESIGN AMF5s 400 20 410OK-FO32/T41K W/-IO CRI 030 Lu
NA
LIGHTRON, FBNRG-2X2-340 51AX 9 CELL,
0
120V (3) 40W BIAX WITH SOLID STATE JOE, JUNCTION E30X 4" SQUARE WITH BLANK COVER 0
LIGPTINC; NOTE ELECTRONIC 5ALLA5T
TGC SHALL 5UPPLY/IN5TALL ENOUGH ELECTRICAL WIRE ON ALL 5, C3, CO 4 D
HU LIni-ITRON, SERIES 111-1X2, ro-(2) 15111 PAR
LIGHTS 50 THAT THEY MAY BE LOCATED WITHIN A TWO PCOT RADIUS OF WHERE LAMP, OCTRON T-8 r-eO311641 NA la 30 GIMBAL RINGS-120V 150
SHOWN ON PLANS. TOT J5
3!
'SUPER DOLLN-SPOT, MR-leo, 12OV, WHITE
SURFACE MOUNTED INCANDESCENT
FINISHES, DIE CAST ALUM HOUSING WITH 15 60
115111-6E WALL PACK 0-60 DEG. ADJ. AW;sl_E� FIXTURES WITH COVER
MODEL WMIMIIM WITH LAMP I I I---- -_
OR APPROVED EQUAL 2 NIGHT LIGHT SUPPLY AIR RETURN 14IR
5UFFLIED 4 INSTALLED By T6c. FIXTURE DIFFUSER GRILLE SPRINKLER (IF 5POWN)FOR REFERENCE ONLY.
12'-0" AFF (TYP-6)
L4 *oRoERED BY Radlo5hack THROUGH LAMP VENDOR. CIRDERELD TPRU Radfo5hac:�,AT LANDLORD'5 EXPENSE.
_K
><
LI(o(r) PANEL "L"
u 2 NO PL AMP DESCRIPTION WATT5 '44 5 DESCRIPTION AMP FL No
WUATTS
'/4/4 C
L-4 LI
-,, A -� TGr_ TO INSTALL CLG. MOUNTED 1 1 20 EM/EXIT LIGHTS C lea 1-160 em SIGN EXTERIOR Of 20 1 2
I 1_q
NEW �RCUIT � ii OUTLET FORSECURITY MONITOR 3 5-015PLAY (5) IF753 1050 Na PERIMETER LT5 20 1 4
vo L2q 1 20 LT
N G,61LING IN THIS AREA. MAINTAIN V- 5 1 20 LT5-[)ISFLAY (A) r_ 1050 (3132 Nr_ STCKIRM/TOILET LTS 20 1 6
EW AFF. TO E30770M OF MOUNT.
Vf) �OUN 17 ou rLET 1 1 20 STOCKROOM RECEP REC 120 REC fRTU/7OILET 20 1 a
LI LlCo(c) L4D %o 360 1
-A ca 1 20 STOREFRONT RECEIm 5R 360 . 0- 100 _eR STOIZZEFRONT RECEP 20 1 10
06
I 1 1 20 LTS-DISFLAY (A) c 5V5 000 ec ELEC WATER COOLER 20 1 12 :0
13 1 20 POS RECEP(LcGK-ON) F;mc; moo 1110 LTS-DISPLAY (CD) 20 1 14
0-(F)
CED 'Lo- L10
I4ANE:)1G,4f= OILET Rog) 1 15 - 0- 1830 c 1_75-DISPLAY (CP) 20 1 16
I'-ro" CLG H 11 1500 ww WATER HEATER 20 1 10,
1 S SPARE 20 1 20
F 01 1 -
Lro(3!�)_ -1 - L36zj) 21 SPARE 20 1 22
TL 1-5(1:)) cq
23 - - SPARE 20 1 24 C4
�sl 1'42" CLG H1 25 0- - 26 2 1'4
L ro L 21 2a
29 , 130
�-oo cl
LI L3(g 1_3(�j)
12roo 1913 1515 3&30 3060 3292
�4ANQICAFD ILET AD I FNL: SQUARE "0" sum A SUM 5 sum C VOLT : 120/20ov, 3FP, 4W
I'-&" CLG H L.(30 11 1 :il I I x
10 w Lu
L4 I L19 L5(b) L3(
MNT: 5URFACE TOTAL WATT5 ; l4r335 MAIN . MLO
TL 10000 % BALANCE - 5%
r-)I Cpl -AY I AIC: WIRE 4 * 3 TPW i= Lij w P
_c '-ro" CLG HT— MAINZIP-BRK I.0 cONNECTED AMP 31 1-1/4"
10000 AIC T i
hi ) E] — — F- J:!
LI NOTE- A%LL CIRCUIT ARE NEW BY T6zC. 0 (D -4
L& 2 E
Ll L3((a)
L5(b) L5(b) LIO [STORE NO
5LATWALL \41W F= PANEL "F)" JJOS NO- 00=1:2.39
LI NEW A
�I!Rr_UIT L Qlh)
NO F-L JAMPI DESCRIPTION WATTS U))A7T!3 DESCRIPTION AMP F`L NO
NEW mEILING =1 15E( URIT STORE TYPE. REL
MOUNTED OjTL7r=T EMK_"_�c ITOR "V-4 C
T�\ L-31 BY TGG L3(o) CODE '/4/4/, CODE -ON5. TYFE- AS-16
FIRE EXTING. REC FREC V
ILOC4TION: FREE
3 1 20 POWER TO SHELVES 1500 1800
F;zEc POWER TO SHELVES 20 1 4
ca
r;, 1 20 POWER TO SPELVE5 1800 1800 F;ec POWER TO SPELvES 20 1 ro DIV. V. FRIES,
1 1 20 POWER 70 5HELVE5 REC 1800 0- - 1800 REc POWER TO SHELVES 20 1 a
STOC<fROOM 1 20 POWER To SHELVES REC 1800 1800 RHc POWER TO SHELVES 20 1 10 4RC1,4. DfR,4UJN BY:
OPEN TO STRUCTURE LI il 1 20 POWER TO 5PELVE5 REC 1800 co 1800 FREC POWER TO SHELVES 20 1 1 121 R[CWARD LAC_nK(2,RL
13 1 20 SEC CUTLET(LOCK-ON) grzc 120 120 REr_ POWER TO FLOOR 20 1 14
JAMES WMARD
15 1 20 POWER TO FLOOR REC 360 540 REc POWER TO FLOOR 20 1 16
L3(g)
CD 1-1 1 20 POWER TO FLOOR REC 360 900 REr_ POWER TO FLOOR 20 1 18 ENG_ DRAWN BY:
IS 1_4VAC *I-14A 20 TONY UY
LI 'o CR AC 2830 5OC38 FNL PANEL-L
( A Im ENG, CI,4EC_<E[) 15y;
co 21 3 40 HVAG 111-HACR Ac 2530 41�13 FNL ,FANEL-L ro 0 3 22
!R -1 10 1 _LA; SCARIA JOBEf=14
C) 1 11 L� I — 231 / I / HVAC: *I-kACF;z Ac 2830 4a61 FNL PANEL-L 24,
L& L11(a) LI /--CEILIN6 MOUNTED 25 / / PVAC *2-HACR Ac 2530 460 Ac; AIR HANDLER 01 20 2 261 ID,4TE-
& I ZL - eD
OUTLET BY TGC_ 2'1 3 40 HVAC *2-PAC;R Ar- 2830 460 Ar- AIR HANDLER 01 / 25 fRE\/l5I0N5:
(TYPICAL-2)
29 HVAC *2-HACFR A-- 2830 4ao Ac AIR PANDLER *2 20 2 30 2L IN HOUSE REVISION
uj 05/23/02 KDQ
31 HvAc *3-HAGFR Ac 2 830 480 AC AIR HANDLER *2 / 32
co 33 3 40 I_IVAC *3_pACR AC 2830 480 Ac JAIR HANDLER 03 20 2 34
35 PVAC *3_pACR AC 2530 400 Ar- AIR HANDLER 113 / 3 ro IN HOUSE REVISION
3-1 3a A2O6/05/02 RRIL
0 1�0 1�6 I
LL@ 3 9 - 0 140
co 14ed) CLD 42
C? L14(d) 1.r_1
1-14(c) L14(c) E
P� (m 1 12810 124F70 12450 11031a 110013 10321
L14( 14(d) 14(s) 1_1469) L14(d)
CN ji
L4
K fmNL. 5GUARE "ID" N(200 SUM A SUN 5 sum c VOLT . 120/20av, 3PH, 4U)
c:) FANELBOARC)(NEW) 23100 22523 22-T-1-1 51ZE -400
K %
L K MNT-. SURFACE TOTAL WATTS . 68488 MAIN 400 SWEET
V 0 1 C) Air-, 22000 % BALANCE 3% WIRE 4-#roOOMCM TPWI-"3 GND
5LATWALL I-N-N I I /1�
0 1 K MAIN.CIRBRK I ONNECTED AMP 180 1coNo .3-1/2"
X\ A-A
C) 22000 Air- SPARE AMF5 10
co 15
i NOTE- /4LL CIRCUIT ARE NEW EBY TGC.
cn
L4 LUSE 1100" TYPE BREAKERS. Don Penn
_��rz�2
W=14
00
04 L4
0
c) TGG To INSTALL CLG. MOUNTED dpConsulting EnglzwpW
IN I I OUTLET FOR SECURITY MONITOR
Lo
Lo IN THIS AREA. MAINTAIN V-011 2 Soso Hwy wo
CD APP. To E50TTOM OF MOUNT. sum 1011
REFLECTED CEILING LIG�4TINC3 FLAN Qrmpew&m*.,fx Yew', NO. 12 oF 14
SCALE - 114" m 1'-0" 11
MASTER DOG. REV. 10/1/01
r
TOPSHIELD ELECTRICAL- GENERAL. NOTES
553536-6 HOLE) DOWN TAPEE CCONTINUOU5 BOTHSIDE5) 1. ALL TEMPORARY ANEVOR ABANDONED WIRING IN STORE SHALL BE
FLOOR PREP TOP SHIELD REMOVED BY ELECTRICAL CONTRACTOR PER LOCAL CODE.
554123-1
2. MINIMUM 51ZE WIRE SHALL BE NO. 12 A.WjG_
3 CONDUCTOR
SINGLE DUPLEX 3� ALL ELECTRICAL CONDUCTORS SHALL BE COPPER, TYPE THW
DGR 55394-1-3 UNLESS OTHERWISE NOTED.
3 CONDUCTOR v D 4. No CONDUIT SHALL BE RUN THROUGH PVAC DUCTS.
POWER CABLE
3-5530-15-4
5. NO ROMEX, aX, ETC:- 15 PERMITTED. ALL WIRING MUST BE IN
CONDUIT UNLESS OTHERWISE NOTED. FLEXIBLE CONDUIT SHALL
BE USED ONLY FOR SHORT FINAL CONNECTIONS TO LIGHTING
C:5 W/WING5 FIXTURES AND EQUIPMENT. ACCORDING TO LOCAL CODES-
SEE PLAN FOR NUMBER OF
CVS. (2) C5 SPOWN. 6. ALL ELECTRICAL EQUIPMENT SHALL BE U_L. LISTED AND
COMMERCIAL GRAIDE.
INSTALLATION BY TT, SUPERVISED 5Y TGC. 1. ALL ELECTRICAL EaUIPMENT EXPOSED TO WEATPER SHALL BE
UNDERCARFET G5 IDETAIL WEATPERFROOFED (SUCH AS ON ROOF).
8. ALL CONDUIT EXPOSED TO WEATHER OR IN CONTACT WITH uj
CCNCRETE SHALL BE GALVANIZED HEAVY LUALL STEEL CONDUIT. 0 CC)
NO SCALE ALL OTHER CONDUIT SHALL BE R1610 METAL CONDUIT OR C:) c�
ELECTRICAL METALLIC: TUBING.MINIMUM SIZE 514ALL BE 3/4" co CC)
CO D T F LL SHALL BE PER NEC. LJJ
REFERENCE NOTE t:
BY 5Y`1'�OLS TW15 9. INCANDESCENT LIGHT FIXTURE WIRE SHALL BE IF70 DEGREE CD
4 SWEET CENTIGRADE RATED. D -r-
U) (D
10. CONTRACTOR 5PALL PRINT UP AND INSTALL ALL PANEL C-0
cy)
DIRECTORIES. U) 't
cy)
i
II. NIGHT LIGHTS, EMERGENCY LIGHTS, AND EXIT LIGHTS SHALL HAVE
UNIDERGARFET WHRINn IDET,41L LOCK-ON CIRCUIT BREAKER. w
NOT TO SCAL-E 12. CIRCUIT ALL LIGHTS AND OUTLETS TO PANELS AS 6POWN ON
THESE PLANS.
2!
13� 9. BETWEEN LOWEST AND HIGHEST BALANCE EACH PHASE TO 00 co
WITHIN 5-10 LOADS. 0
U)
14. THE ENTIRE ELECTRICAL INSTALLATION SHALL CONFORM TO THE Lij
LATEST EDITIONS OF T14E NATIONAL ELECTRICAL COIDE AND ALL
GOVERNIN63 LOCAL CODES ORAS SPECIFIED BY LOCAL
2"0 WEATHER HEAD WITH 6" I-D. EX15TING� GRAVEL GUARD AUTHORITIES,
o 6 0
RADIUS SWEEP 15. NOTIFY TANDY ARCHITECT IN WRITING OF ANY DIFFERENCES co LL
ROOF
VERIFY EXISTINn GUTTER r- BETWEEN PLANS AND EXISTING CONDITIONS ON 51TE PRIOR TO Lu
UN15TRUT 5UPFORT SYSTEM COMMENCING CONSTRUCTIOK O �m
5UFFLIED 4 INSTALLED BY 16, CHECK ALL EXIT AND EMERCIENCY LIGHT$ FOR OPERATION. T
CONTFZ4C:TCFR, 2X REPLACE BATTERY AND LIGHTS AS REOUIREF-> BY CODE AND NEW
5'_0" PLUGMOLD OPERATION- X
SUPPLIED BY TANDY CABINET THM WALL CARRIAC;;E BOLTS, 2X
11. ALL 120 VOLT WIRING SHALL BE THREE WIF;PE SYSTEMS - TWO
INSTALLED BY TGC. CONDUCTOR5 AND ONE GROUND.
LINE a SIDE WALL Vo CONDUIT Ia. CONTRACTOR SHALL VERIFY E)<IeTIW-;z ELECTRICAL SERVICE AND
12"xI2"x5" DEEP BOX, WITH ----------------- EQUIPMENT SUfT-ICIENT FOR DRAWING REQUIREMENTS BEFORE sit)
WEATHER TIGHT COVER. AND NOTIFY TANDY ARCHITECT OF DISCREPANCIES PRIOR TO
TWRU WALL SLEEVE, 2",PENT WITH SUBMITTING BID.
BUBPING 515T IN SEALANT AT EACH
END
\__TEE GRID)
8 GAUGE COFFER GROUND WIRE UP (IF APPI-111CABLE)
TO GROUNDING BLOCK.
L _j
P-T ELECTRIC4L NOTES E3Y SYMBOL
EXISTING EXTERIOR REAR WALL
m
3' GROUNDING ROD. RS 1115-57213 0
FINISHED FLOOR 1.NEW WALL 5Y5TEN.
1 2. WALL BOX WIT14 COVER AND TRANSITION BLOCK (AMP).
I SUPPLIED BY R5. INSTALLED BY TGC:.
GENEFZAL N017ES:
1 3. "AMIF" FLOOR OUTLET. SUPPLIED BY I`RS. INSTALLED BY TGC.
BOX (51 TGC) I. ALL A50VE MATERIALS TO BE SUPPLIED 4 INSTALLED BY T6C. 41)
1 4. "AMP" UNDERCARPET FLATWIRE FLOOR FREF` 4 TOP SHIELD. ;5.-
I CABLE CONDUIT MOUNTING DETAIL 400
SUPPLIED BY RS_ INSTALLED BY T(SC;. 0
ri T
SCALE- N.T.S.
R [L
CIS
1,4
OTEm FASTEN CORID PERE 50
AS NOT TO BE VISIBLE FROM
SALES AREA
-q STEF I
CONNECTION SHALL BE MADE
U51NG A ONE POLE STRAP 1. FLOOR PREFARTION (MUST BE USED FOR SLAB-ON-GRADE APPLICATICNXFIGURE 1). w
(BX-STEEL) WITH A STAR THE I=LOOR PREPARATION 15 A YELLOW-COLORED, POLYVINYL MATERIAL, THAT 15 DESIGNED q--
WASHER AND 5ELF TAFFIWi NOTE TO PROTECT SYSTEM FROM FLOOR MOISTURE, CHEMICAL REACTION, AND ABRASION INSLAs- tj (y_ 0
SCREW, CONTRACTOR SHALL ON-GR.40E LEVEL APPLICATION. w w iz
INSTALL TPE UNDER CARPET w
LfrIE FLOOR WIRE SYSTEM PER 1. BEGIN LAYING FLOOR PREPARATION AT THE POWER SOURCE TRANSITION FITTING, z (z
CENTER FLOOR FREPARATION OVER CIRCUIT CPALKING ON FLOOR_ w
MANUFACTURE INSTRUCTION 0)
SHEETS INCLUDED IN THE 2. TAPE FLOOR PREPARATION TO FLOOR, USING 4" HOLD DOWN TAPE, EVERY 10 TO 12 FEET.. (SEE FIGURE 1)
"AMP KIT" (EL-214).
STEF 2 5TORE NO: 01-W-14
2. MAIN RUN INSTALLATION.
POWER 571RIF TO J50X TERMINATION ��3 jJ06 NO: 000212-3r,
1. PROCEED TO LAY THE MAIN CABLE RUN, MAINTAINING ALIGNMENT. TAPE EDGES USING 4" IHOLD 40" AFF.
NOT TO SCALE A\,P� DOWN TAPE, EVERY ro TO 12 FEET, TO MAINTAIN ON CENTER OF FLOOR PREPARATION. (S�EE FIGURE 3) 15TOIRE TTFE. REL I
2. MAKE NECESSARY FOLDS BY HAND TO ACCOMPLISH DIRECTIONAL CHANGES. USE 4" HOL-0 DOUN TAPE, CONS. TYPE: AS-16
0 ACR055 FLOOR PREF1,41RATICN 4 UNDER CARPET WIRE, BEFORE AND AFTER FOLD. (SEE' FIGURE 2)
3. INSTALL TOFSPELD, U51NG HOLD DOWN TAPE CONTINUOUSLY, ON EDGES OF TOP 5PIELD.. (SEE FIGURE 3) LOC,4TION: m;ma
n PoLD DOWN THERMOSTAT DIV. V. PRE,5:
TAPE (TYPIG�AL� LOCATION oN WAL-L- WALL
101�121 BY CASED OPENING ARCH. DRAWN E3Y-
CL
0 ad7N S FLOOR RICWARD LACKY�QRL
1p WOLD DOWN
U-) /bzs TAPE (TYFICAL) FREFARtATION ARCH. C�IEGKED BY:
1p JAMES HOWARD
Lo FLOOR
PREPARATION FR,4wN BY-
TONY UY
TO FITTING LOCATION TPEIRMOeTAT MOUNTING DETA
t i I L ENG. C�IEC<ED BY:
ZTIOION
'OCAT
A, el lll�
ro CIRCUIT CPALKLIN5 DIRECTION .........ll�
BREAKE - -BOX 0
CD 50 ,BY TrGC FLOOR OF RUN SCALE: NT5 SCARIA Jo-ef:44
FREPARATION F,4 T-r= s -
FIGURE I DIRECTION REV15ION5-
cyi IN HOU5E REVISION
LLI CHANGE
�r CONDUl ZL 05/23/02 KDQ
fl- TOP
00 BY TGC
�9 SHIELD E5TA5L ISH I->I RECTION OR 4 FEET%, THEIN
GREASE
46' IN HOUSE REVISION
TOP
21 ZL 0ro105102 RRL
C)
Apt__ SHIELD
SPOOL OF
00 S UNDERCARFET UNDER
WIRE CARFET
0
UNDER WIRE
WOLDDOUN CARPE
2 TAPE (CONTINUOUS
WE WHIP KIT WIRE <
C14 LIED BY R5 BOTH SIDES) DIRECTION
INSTALLED BY TGC OF RUN
ARPET 5C2UARE5 UNDER CARPET
WIRE FLOOR 5HEET
I I FLOOR
PREPARATION
FLOOR PREPARATION
\--UNDER CARPET WIRING __DUPLEX OUTLET (OAMP) F l(SURE 3 PREPARATION
r =T F )
BY R5 INSTALLED E63Y T;Gc
4 4
��CUIT FIGURE 2 Le
Don P*m
CWALKLINE
0 1AMP1 TRA IV' � 11 11 dpp rcftewltlng wngIvRoor
CD POWER CABLE DIRECTION CPANGE DETAIL (' 5�
E9 Soso Hwy 360
Lcl -'\,,E J3 nufte 101
ul SCALE. N.T�S� E3 SCALE. NLT-5-
0)
f&xupovinep TX 760m
NO. 13 oF 14
"ASTEIR r_)OC, FREV. 10/1/01
OF- OF Dr- QF VENT STACK
4" VENT
TPRU ROOF 12 INCH
1 1/2" TO MINIMUM Lr=iAD SLEEVE WITH 4" FLANGE
FOUNTAIN
1 112" To AelovE GRAVEL OR SLAG
FRO
FOUNTAIN 211 TO WATER CL
3" FLOOR DRAIN 3" F
FAN FAN PAN FAN 1 1/2 TO _�.-LOJRDFR�rIN ROOF
CLEAN
MOP SINK 3
OUT
4'
SEE 4/1"ll.. SEE 4/Ml,.
LAV WC; LAV WC LAV C LAV 2" VENT - 5EE-/ TO WATER CL05
2n"
ULAV tLIV
C FLOOR PLAN 3" FLOOR DRAIN 2"
T tit IN
Cie ne - __j 1 1/2" TO 1 1 1/2' 411 ROOF VENT PENETRATION DETAIL
TYP) LAVATORY I_Av�T'_CRY
411 SCALE: 3/8" a I'-Ol'
FLUM51NG PLAN 4" TO EXISTING 411 <
SANITARY 5EWER
SCALE- 1/4" = 1'-0" WATER HEATER STUB SEE 411 Uj
FAsOvE CEILING A.O. SMITW OR APPROVED EQUAL FLOOR PLAN C:) 00
EXISTING STUB- TANI, TYPE ,& GALLON CAPACITY 411 C:) C:)
1500 WATT, 120 VOLT 0") co
SEE FLOOR PLAN CN
TEMPERATURE AND LIj
PRESSURE RELIEF VALVE I PREFABRICATED CAP 5
FAN MANUFACTURER
L 501L AND WASTE R15ER WITH INSULATION
C/)
1 Q0
L __1
\2/�11/2" COLD 1/2" PRIMER 1/2" COLD - NO SCALE CY)
TAPPING TO U) -.Zt
WATER TO FLOOR DRAIN WATER To /2" TRAP IJ < CY)
POUNTAIN WATER F= It 11 R jj X
PRIMER TAPPING
CLOSET r1l
3/ CANT STRIP AND If jjj LO
WATER METER AT EYE FLASHING a
1/2" POT WATER
LEVEL IN STORAGE 1
TO LAVATORY
AREA OR IN LANDLORD'S
MECW. ROOM ROOFING BY P-
1/2" COLD V-
WATER TO LANDLORD 00
1/211 COLD 1/2" PRIMER LAVATORY EXHAUST DUCT T ROOF CAP
WATER TO 1/2" POT TAPPING TO 0
MOP SINK WATER TO LOOR DRAIN �:
LAVATORY %1k. LIj
0")
FRO;CAf.
T T
1/21, COLC
WATER TC 0
LAVATOR*r TOILET EXHAU5T FAN CAF IDETAIL 5 0
OPTION, 112" PRIMER TAPANY TIME TPE SYSTEM 15 co LL
DESIGNED WITH A TRAP TO PREVENT E5CAPE OF SELUER SCALE. 3/0" - 1'-0" ul
GAS OR VERMIN INTO TPE BUILDING, A TRAP5EAL I
PRIMER CONNECTION MUST BY PROVIDED WIT14 THE
FLOOR DRAIN. WHEN THE PRIMER PIPING 15 PROPERLY 3!
INSTALLED IN CONJUNCTION WITH JOSAM'S 08250 MECI�ANIGAL NOTE,5 mo
SERIES, TRAP 5EAL PRIMER, TPE MAINTENANCE OF THE
SEAL 15 ASSURED. IiIiIIm =
F TRAF 14 PVACI
WATER FIFING RISER
NO SCALE 1. ALL WVAC INSTALLATIONS SHALL CONFORM TO THE STATE BUILDING CODE5,
NO 5CALE MEGk44NIGAL EOUIPMENT SGPEIDULE ALL LOCAL CODES AND ASPRAE.
MCCEL NOTES FURNIS"M NSTAL.Lffi-P 2. ALL ELECTRICAL CONDUCTORS SHALL BE COPPER.
jjl�� N14 MANIFACTLM
DUCT MOUNTED 2 '1:z K SIZE TYPE 15y my 3. THE ENTIRE ELECTRICAL INSTALLATION SHALL CONFORM TO TPE LATEST
SMOKE DETECTOR INSTALL FILTEfR/
PER LOCAL CODE DIFFUSER COM15C 6RIL-L CONDEN5IN(S UNIT 3 1-152"3-60 LENNOX 5TON RADI05HACK CONTRA�CTOR EDITIONS OF THE NATIONAL ELECTRICAL CODE AND ALL GOVERNING
BY TGC (TY17-3) SPLIT SY5TEM LOCAL CODES.
AIFR HANDLER 3 CI5M3O_C7r7 LENNOX 5TON CONTRACTOR CONTRA�CTOFR
-MIXING, SOX SY TGC. THER-105TAT 3 TMC-TAN LIGWT-STAT SPLIT SYSTEM RACA05HACK CONTRA(CTOR DUCT WORK
(TYP-3) 500 11FM 5UPPL.Y AIR DIFFU5ER 11 14" NECK TITU5-PA5 24"44" LAY-IN CONTRACTOR CONTRACTOR L ALL NEW DUCTWORK SHALL 5E METAL, WITH ALL JOINTS 5EALED. %A
14' NI,I TYPE LUM4 OAMPES DUCTWORK514ALL BE SIZED, FABRICATED AND INSTALLED IN
12" X 10" 0,4. INTAKE UCT P 4PO CFM - . 24"x24" LAY-IN ACCORDANCE WITI4 THE LATEST "A5PRAE" AND "SMACNA" STANDARD.
TO ROOF (6005ENE K SUPPLY AIR DIFFUSER 1 12" NECK TITU5-PA5 TYPE WIT14 DAMPEr- CONTRACTO CONTRAC: 0
WITH SIRD SCREEN TGC1 L4 1---, 1 - 24"44" LAY-IN am
TYP-3) SUPPLY AIR DIFFUSER 10" NECK TITU5-PAS TYPE LUITP DANPES CONTRACTOR CONTRACTOR 2. INSULATE ALL NEW DUCT WITP 2", 1-5 DENSITY FOIL FACE INSULATION 60 'C
0 1 p OR APPROVED EQUAL.
,T4�-PA5 - 24"x24" LAY-IN
SUPPLY 'AIR DIFFUSER TYPE LUIT14 DAMPEF CONTRACTOR CONTRACTOR AS
A ��>= 3. HOLD DIFr-U5EFRS To EACH LOCATION AS MUCW AS FOSSIeLE-
A/7 2-\ _�/ '\ 24"x24" LAY-114 CONTRACTOR C
SUPPLY AIR OIFFU5 1-2- &11 NECK TITU5-PAS WITH DAMPER ONTRACTOR 4, INSTALL NEW DUCTWORK AND DIFFUSERS AS SHOWN CN PLAN. W CL
4"' RETURN AIR GRILLE 3 22"x22" NECK TITUS-PAR W/ 2 "44" LATTICE CONTRACTOR CONTRACTOR
4 SUPPLY REGISTER COM50 L 1`1TID
4k CONTRACTOR CONTRACTOR
tall X I
11 11X fro" oll x 16,11-\ Oro
MI NOTE5
0
LAY-IN TYPE DIFFUSERS TO MATCP THE CEILING
A�4
500 CF M
NEW AIR HANDLING UNIT- VERIF�Y ACTUAL LOCATION ON SITE.
14;/Il< 14" NK SfF=11 ITTER I AMPES PEATIN6 4 COOLING 1_04D CALCULATIONS UNIT SUPPLIED BY RADIOSPACK CORFCRATION AND INSTALLED
50 CFM Z\ I I 1 -1 1 U - 1. DESIGN CONDITIONS, COOLING "C018805 BY CONTRACTOR. (REFER TO EQUIPMENT NOTES FOR TYPE OF 4
6lfNK \L I I -IN\ UNIT)
I Li I Time or Day 3�00PM Daily Range n Latitude 30 a
0 Inside DE3 15 Rp 50 Out5ide DE5 <3 4 WO _11 TYPICAL NEW METAL DUCT, VZE AS 5110kLN. 1
_�D I I Outside 05 e4 Minus (-Anside DE3 15 Equals (a) DIFFerence IC) 1fl tu
T_ 0- 1 ) - 1�� I xj
5100 C FM 3/4" CONDENSATE LINE FROM HVAC-UNIT TO SANITARY
14" NK 2. SOLAR RADIATION HEAT GAIN THROUG14 GLA55 COOLING SEWERSYSTEM PER LOCAL CODE. Y
50 CFM Solar Shading andlor LOAD w
&'L NK- f L rExposure Square Feet Factor Glass Factor SENSIBLE LATENT TY ICAL FLEX DUCT 5'-0" MAXIMUM TO JOIN
DUCT AND DIFFUSER, SIZE AS SPOWN�
0 N 0 20 0.56 0 0 LU 1— 0 6)
T 5 0 20 0.55 0 5, TPER-10 TAT, 5 ELE RICAL IRA FOR ACT ION. 11-- W p
Uj 0 20 0.55 0 z 2'X 2' RETURN AIR GRILLE W1 FILTER IN CEILING OUCTED TO LLI
E 144 20 o.S5 2136 PVAC-UNIT AS SPOUN. GRILLE SUPPLIED AND INSTALLED w
3. TRANSMISSION GAINS Square Equivalent or 6 CONTXACTOF�.
lg.� X 14 -P Expoaurs Feet U Factor DE3 Teme DIFrarance HOT TER 1�� [STORE NO: 01-W14
X 14"
Glass 144 ].Oro 191 noo-16 4" SANITARY SEWER LINE TO LANDLORD'5 STUB
Walls N .10*00 a IN, VERIFY LOG TO 0
fall X 11 5 boo 012 .10 1320 3/4" COLD WATER LINE TO LANOLORD'Sl STUB IN, VERIFY LOCATION ON SITE. jJ015 NO.- COM12-35
T �ON' I d IHI
I��_ ?r 11 w -1625 0.22 113 3ole-r7 -1 STORE TYPE: REL
5loo CF 500 CF 1 50 E 615-5 0.22 11 14136,11 FIO 4" VENT PIPE THROUGH FROOF, 5EE DETAIL#5/Ml.
A�4U -1 2 -1 14" NK 14" NK, ��'n" 0 Rooflcsflln� 2asa 0.18 52 21125.20 L____j A5-IS
N< 4. INTERNAL PEAT GAIN 4" TOILET EXPAU5T FAN, 110 CFM CAPACITY WITH AUTOMATIC BACK CONS. T`Yf��E;
L) A. Occupant$ Number 5enslIVICS Latent DRAFT DAMPER AND FIRE DAMPER IF REQUIRED BY CODE. 15FROAN
40 325 13000 MODEL %-I(b. CONNECT TO TOILET EXHAUST FAN CAP, SEE DETAIL#6/M 1 PEATION. FREE
40 315 12600
DIVA V. FRIES:
E3. Lights and Others watts Factor
------ L151hts 1 5,110 3.4 21-11.5 ARCP. I-DRAWN By:
Others 1 5000 3.4 11000 RICHARD LACKX(2jQL
< 5. iNFiLTRA rICN Of- VENTILATION E01JIF)MENT NOTES ARCH. G1,4ECKED BY:
400 CFM Ft3 / Min. 05 Temp DIFFerenca Grains DIF'rerence Factor Fa to JAMES 1-11MARD
00 4 -7
7� 12 1200 113 1.1 25080.00 L NEW HVAC, UNIT SWALL BE: (3) LENNO>< 5 TON SPLIT SYSTEM HEAT PUMP EN6% DRAWN BY:
co f 44 0�roa 35W4-00 I -_U_yj
CD DUCT MOUNTED 1200 - _ MODEL -0 WT-n-060, 230V-3PH. WITP APU MODEL '(--53OM- UNIT SUPPLIED BY TONY
N 6. TOTAL. 5EN6lE3LE LOAD
0 SMOKE DETECTOR TOTAL LATENT LOAD 46604-00 RADIO$PACK AND INSTALLED BY T(SC. ENG, CHECKED 5Y-
ZD PER LOCAL CODE 0 AHU.LIMIT WT. - 20(a L55 EA. _SCARIA JOSEF14
SO By TG (TY10-3) IE 1 -7. TOTAL COOLING LOAD 5,ro-11_54 CFM 111015.11 5TUP 2. ACCESSORIES. C;OND LIMIT WIT. - 254 LBS EA.
0. DE51GN CONDITIONS, HEATING JIDATE� -E,
Ns IxING 5ax fell X 11 14" X 1 Inside 05 -To Minus Outside D5 32 Equalls (a) Dirrercnoo - 38 A. VIBRATION ISOLATION FOR SUSPENDED AHU UNIT5 BY TGC.
3: BY TGC. loll X lb"-, HEATING IN HOUSE FREV15ION
9. TRANSMISSION LOSE5 Z� OF2/23/02 KDO
Drq-Bulb LO 0 3. 0
Expo5ure Square Feet Factor Temp D11'rerence CONDITIONING. THE HVAC UNIT SPECIFIED ON THIS DRAWING PAS BEEN
Dio5PACK AND IS BEING PELD IN A WAREHOUSE.
cc o Windows 144 1.13 38 6133-3ro PURCHASED BY RA
-T.Ir C L
CY) CF�1 500 CFM Walls 2581 0.22 36 2 Ob/
3: Roor 0�09? 38 6601.44 UNIT 4 TE::41NICA- ASSISTANCE OR THE PROPER INSTALLATION OF TPE
0 4-111 14" NK (D�PLITTEFR EIAMPERJ 0 UNIT PER MANUFACTURER'5 RECOMMENDATIONS.
10 Corridor 031 20 0
0,81 1 11655
Floor 21.5 4. CONTRACTOR SHALL WARRANT ALL WVAC PARTS SUPPLIED BY TPE
C? 10. INFILTRATION OR VENTILATION CONTRACTOR, AND REPLACEMENT LABOR FOR ONE YEAR ON ALL HVAC
Ft_3 /I Min. Dr,,4-5ulb Temp DIFFerance Factor EQUIPMENT, INCLUDING RAD105PACK SUPPLIED HVAG EQUIPMENT.
1 1200 38 1
Lo
co 400 CFM Ill. TOTAL HEATING LOAD 8410454 E3TUP 5. CONTRACTOR 5HALL USE LANDLOIRD'5 APPROVED FRO
C14
14" NK FOR ANY fROOFINS WORK 45 NEEDED.
C)
0
C) A K
2&11 X 12'L-/ V 0 1 D
C:
0
(n
CA
CN eciftewilting wMgIff"Mw
0
MEC�4ANIGAL PLAN p
;:�arjo H"Sao 817-410-26"
SCALE ; 1/4" 3 1'-011 sufte101 817-2514D41 10%A �LNO_ I OF: 14
Qr'p'ww*'-wx MM
U MASTER DOC;. I`REV� 10/1/01
12'
2 L3 lal 3 1/2 2 1/2,
4' 0 5 D.PIPE COL.
12'X3/4'Xl'-2'
0 13ASE PLATE W1
(4) 3/4'0 ANCHOR
13OLTS X V-2' 00 10 -1
LOW%W14112' M Lo
clq
Lij
r%73qT 01",
5-3
5-2
N
(p (p
I Ll I I I I I—LI-1 I I L
I FT I I I I I I TF I I I I I I I I 1 11 -1 1 1 1 1 1 1 1 1 11-1-
5A5E FLATE E)ETAIL F
'S' SCALS. 11/2 V,0-
F
4'-0' 6Q, X 12' THICK CONG,
FOOTING W1 405 EACH WAY
5OTTOM. TYPICAL.
r] -
L 1p
:3 PROVIDE TEMPORARY
-1 5PORING ON 50TH SIDES
OF WALL PRIOR TO (L
DEMOLITION AND
IL REMOVAL
REMOVE EXIST. (L -q (1)
LL
P.T, (oX(o WOOD
POSTS 4 CONC, o
.4 f- 6)
f3A5ES V
7
5-3
7 x z lu
NEW 0' CLOSED
-4 co
CELL CMU WALL.
x SEE DETAIL 'A/5-3'
X FOR GROUT FILL
LU -3 j� CELL LOCATIONS.
5-2 LLI I
z - TYPICAL.
EEI -
EXISTING 4',P PIPE
COLUMNS TO REMAIN
c� OF EXIST. 8' cMU WALL, INTACT. TYPICAL.
THICKENED SLA5, I&'XIto-
PILASTER AND NEW CONG.
REMOVE EX15TING CMU WALL AND WOOD FOOTINGS.
INFILL 114 EXISTING CMU WALL OPENINGS
NEW a' CLOSED CELL
LEAVE EXIISTIN6 CMU SUPPORTING SOUTH CMU WALL. SEE DETAIL
END OF E>xl5TlNG WaXI-I INTACT WITH SAW REMOVE EXISTING (o' 'A/6-3' r-OR GROUT FILL
TOOTH CUTS ON BOTH SIDES. INSURE A WOOF-> STUD WALL AND CELL LOCATIONS. TYP.
MINIMUM 0F TWO CMU CELLS ARE GROUT ppp"' E3UILD A NEW a' CLOSED
FILLr=r,> [UNDER THE ENID OF THE 15EAM. CELL CMU WALL. SEE
DETAIL 'A/,5-3'
L5
[EI P
t_ FE3LI
L 0-
T7
. 171- 1 T-- 0
77--� F
L bib-
V-41 12'-4' a,8'r V-41 21-01 a'-41
\0 5
KE r2 II/cp I? lq� 3
q-
4 ZION 0 (j OF NEW 4' 0 STANDARD PIPE COLUMNS AND ul
OF EXIST. 4' 0 STD, PIPE' COLS. 4� NEW 4'-0' 6Q. X 12' TPICK CONCRETE FOOTING6
WITH 4-05 EACH WAY 5OTTOM. TYPICAL.
A 4'-cJ 1/2 14'-4' 14'-41
2c3l-44 DEC 4 2000
C'ty Ot Atlantic j3 NOTE. FROVIE)E TEMPORARY 5qORING OF ROOF RAFTERS ON BOTH 51DE5 OF THE J05 No. 0104
4 21/2 Sullding Oncl Zoneach
Ing
APP R 0 V 9 ID EXISTING GMU WALL 4 PILASTER5 PRIOR TO REMOVING THE BEARING WALL 4 EILAFER5. DIR14UN: NZ
CITY OF ATLANTIC BEACH
BUILDING OFrICLf -2-3-2000
DATE.
0 DEC It 2000
Z
EXIFING FLOO)R, FOUNDATION, AND DEMOLITION PLAN c- PROP05ELD PARTIAL FOUNDATION 4 5HEAR WALL PLAN 5CALE-
SCALE-. 1/4' -- P-0' SCALE; 1/4' = V-0' rDRAWING No.
/4
NORTH
m
F-
laa
n
m
U)
m EX STING 2XIO FOOF FAr-TEF3 im 2- 0c/cTYF144L
E>ISTING W8XI1 TO RE'1AIN 14TACT, TYPIC 4L.
J
EXI STING ?XIO F OOF F AFTER 3 2'-2)" c;lr- TYI11d,4L
11 NE� WaX6 11 11 1 r- 11 rill qEW wkxla I
I 1 11 NEW �axla
NEW L OX18 I
LJ LJ1
21 (ol E TANDz RE) F21 -(o m
X 15C 51- EAR
C ONN.
F X 70
]>
(P
m -A Z Ex STING 2XIO ROOF F AFTEF 5 2'-0' c/c TYPIC AL
m (p b I I ----
7-20 6 m
m
F- o Z: 1> M
M U) izi x
X it- X
M
cf,
-4 TJ 0 0
M Z
rrf c'-
0 -0 n
m
M A
m z m
T- -A E -4 UJ
mr -, J> m
m
m
x
m
Z Z
yp.
(ji
(p (p -n
(np
t2 6
t
p m 9r'9�
70 u z
A! g 70 rr,
M
(p 5. (P T-
m m :K -0 -0 r 0
70 m V -A m dd 70 i>
m
m U rr, rri U3 Or"
71 I> r( LU
0 p" A,, 94
(p �ou
UJ 1> C)
(p FR ?R (p w 1:- m
r" :L :,r> 70 _0
n6Ei� E 0 -T4- K , , I:-
u :4 rr-- I> - -i (P -0 m :1 r- z
M (p 7 r Q Z A = -i --f I> (P ?R I
m F i r" � 4 r- m -0 (p th > 1�- 0
C) a Tc-) u Fil M !j Z ?R -A j! (p z
-4 (1) tp (P
D U3 C) 94 rmm- m (SN 70
r
:r
_0 TZ ?R m - rul
U3 0 r-
1> M m 7 70
M - M
z m --j m
m
An Qz
U3 (P (P I-A i
U A --� U3 I>
-0 T- rT, z m 7!
C) (p Q -T4 U Z -T= 1>
Z:
70 m m n o rr, m--, Q
F U 2
UJ D m 1, 6 m
i� U3 0 z r<ft 0-1� J> : : 0 m
U, -0 (P
m z Q r- > cp
-A M N2 m
C)
m 2: r" D M r) a ((pp 0 z I>
UN M z U Z
LP n r- (P �- 7- u kp
)> -4
Cp — r- -0 C) r-
-M 70 M-i r- (p uu
133 z UJ Z C) — 70 a) m
--i Q% (p M:� <
70 Z(JI p I
-4 r- C) m m
> r-
M �! 7� M= mm (J; r-
-4 (P m
z MP pm L-
U) �u C) 71 -1 U;
0 5; _0 - 0
-4 M (p r"
r _0 m (p -i m m
LD 7CO 0 o r- mu -1 -1
m
< 9 z m
pq� A -i r- m -1 70 UT
U3 U3 0 m m 7( co
_ 0 2 co
1w )cu) –M' m m
1D. co r- 70
m r" -i �P- Z co m
U! 10 U 2f m U3 u —4
co C) Ul
m -4 IFI-1
--1 -4 C) U3 X 0.
-J) 1: 0 0 -tffl z 70
m -4 A C) M
o r
T- a 8 4 K)
70 m
1>
F
m
7-
m C)
9. ?1 C)
--4 z
:r_ T
m u
m
(P
r m 7-
m ,�Ifmla N DEFM E B 29,W, P. E.
ATLANTIC E30ULF—V,4fR[:) rEL/(eO4) 205 &B
t A
F-A�-(1304) 213-4254
z
ATLANTIC E3EACH, FLOfRIDA
REV. DATE DE5CRIFTION
NEW 4'0 STD. PIPE COLUMN AND CL EXISTING W8XII CL MEW wax]&
FOOTING
Lj
11-01
1/2' EXPAM510N INSPECT ROOFING COVER 4 EXISTING
JOINT AROUND ROOF SHEATHING. REPAIR AND/OfR
PIPE COLUMN I' SHRINKAGE DRILL FOUR 0' DEEP I/a'XII/2' FLAT eAR a 4'-0' c/r- REPLACE AS REQUIRED. ALSO, PROVIDE
COMPENSAT. POLES, CLEAN, FILL WIT" La. EVERY OTHER EX15TING DRAINAGE FOR RAINFALL WATER RUNOFF o
EPDXY 4 #4 X 2'-0' LONG
GROUT ROOF RAFTER) W1 'SDS 1/4XIl/2 JI)
Val X4 SIDES WOOD SCREWw HIGH ENE). CONC, CAP WITH 2- 04
TYPICAL CONT. TYPICAL.
E3ASE PLATE. SEE EXISTING GONG. 5LAE3 ON 0 t-
C-4
DETAIL 'A/5-l' GRADE TO REMAIN. 1-1
EXISTING B' CMU Ld
WALL TO REMAIN.
EXISTING 2XIO �w 24' r-1c, EXISTING 2XIO 15) 24' c/r- GROUT FILL CELLS
;J
TO REMAIN INTACT. TYPICAL. TO REMAIN INTACT. TYPICAL.
X
SOLID W1 *14 m 24' c/c
oJ
01
—1 v 'W2.F7' HURRICANE TIE '"HMca' HURRICANE
--I I 1=1 1 1=711 EACH SIDE OF BEAM. TIE. TYPICAL.
TYPICAL.
NEW 2-2X6 CONT. WOOD
PLATE WITH 1/2' 41 E30LTS
21-0@ 4- S EACH WAY STAGGERED @ 24' cla.
TOP 4 50TTOM. TYPICAL. EX15TING CONCRETE E3EAM
TYPCAL- TO REMAIN INTACT
0' 50 NEW WaXIB
5ECTION 14'-4'
SC,&F-- 3/4 IIIIIIII.Or BREAK CMU FACE SHELL
WITH #3 DOWELS INTO
GROUTED FILL CELLS 'a) I(om
c/c AND 04 CONT. TYPICAL.
11-04
INSPECT ROOFING COVER 4 EXISTING INSPECT ROOFING COVER 4 EXISTING
ROOF SHEATHING- REPAIRAND/OR. ROOF SHEATHING. REPAIR ANDIOR st-
REPLACE AS REQUIRED. ALSO, PROVIDE REPLACE AS REQUIRED. ALSO, PROVIDE NEW a' CMU WALL. REFER TO
[DRAINAGE FOR RAINFALL WATER RUNOFF [DRAINAGE FOR RAINFALL WATER RUNOFF DETAIL 'A/5-3' FOR GROUT
FILLED CELL LOCATIONS UP
CONG. CAP WITH 2- #4 CONIC. CAP WITH 2- 04 wo VERTICAL. TYPICAL-
CONT. TYPICAL. CONT. TYPICAL.
Is —L
EX15TING 0' CMU EX15TING 8' CMU
WALL TO REMAIN. WALL TO REMAIN.
GROUT FILL CELLS GROUT FILL CELLS
SOLID W1 04 1@ 24' clr- SOLID W1 04 1w 24' c/c IL
al ca
EX15TING 2XIO ROOF EXISTING 2XIO ROOF DRILL 6' DEEP POLES IrN
RAFTERS 10 2'-0' c/c TO RAFTERS ip 2'-)' c1c To EXISTING CONG. 5LAE53,
'A
REMAIN INTACT. TYPICAL. 0 REMAIN INTACT. TYPICAL. CLEAN, AND FILL WITH4
EPDXY AND #E7 VERTICAL-
FOR LOCATIONS, 8EEE
DETAIL
EX16TING CONCRETE 5EAM
TO REMAIN INTACT NEW VX16" CONCRETE TIE
5EAM WITH 2- 115 CONT. TOP, EX16TING CONG. SLA5 TO
01(ol REMAIN INTACT- TYPICAL.
MID., 4 BOT., #3 TIES
c1c. TYPICAL.
NEW CMU WALL 5EYOND
I IA I IL-Mil E-11 E-11 ILET-111LI I 1---li I
E31REAK CMU FACE SHELL =-I I IEEI I lEfl I lEd 10 1 1=1 I 1=1 117]11— EXISTING CMU5TEM
WITH #3 DOWELS INTO IEEI I lEl I =1 1511511 E] =—I I I WALL 4 FOOTING TO
GROUTED FILL CELLS 10 24' 1=1 I 1A 10 1 M I 1=1 I El I 1= REMAIN INTACT.
ALUMINUM FRAME I
c1c AND #4 CONT. TYPICAL. .11ME I
STOREFRONT TO RESIST 110
MPH WIND SPEED.
NEW 8' CMU WALL. REFER TO
[DETAIL 'A/5-3' FOR GROUT
FILLED CELL LOCATIONS.
B'Xa' GONG. WINDOW 5ILL
W1 05 CONT. TYPICAL.
5ECTION 4
SCALE.- 3/44811-01
E5UILD NEW 5' CMU WALL
AFTER REMOVING EXISTING
WOOD STUD WALL.
[DRILL (o' DEEP POLES IN [DRILL (o' DEEP HOLES IN GONG. FILLED CELL UP I-S BAR CONTINUOU5 a 4'-O' MAX. 6PACING
EXISTING GONG. 5LA5, EXISTING GONG. SLA5, CL
CLEAN, AND FILL WITH CLEAN, AND FILL WITH MIN. LAP OF 25' . U5E 2-wo, ONE IN EACH OF TUJO GELL5,ON EACH511DE v-
EPDXY AND S VERTICAL. A OF WALL OPENINGS.TYPICAL.
EPDXY AND 05 VERTICAL.
FOR LOCATIONS, SEE FOR LOCATIONS, SEE
DETAIL [DETAIL 'A/5-3'.
EXISTING GONG. 6LAE3 TO EXISTING CONG. 5LAE5 TO CIA HH 4v
REMAIN INTACT- TYPICAL.
REMAIN INTACT. TYPICAL. I WRI tr' Hl?+f+"I-1 I I I I I rfitl-�Iu
V GLO5E ENE) CMU 5L-OCK
FILLED GEL
REINF. 1111 53A TRU55 11TYPE A
DUR-O-WALL REINFORCCING IVO-G-
t
Fl r=l I IE!
117- 71117111 ME
=11E EXISTING CMU 5TEM EXISTING CMUSTEM PROVIDE PREPABRIG;ATEE) CORNER �'J\-'—CONC-FILLED 3-CMU CELL5 W1 I-S 13AR . . .
WALL 4 FOOTING TO — — — — — — WALL 4 FOOTING TO
HORIL REINF. ,s ALL c,:OFNER,5 GONT.FROM FOOTING TO TOP OF UJALL W1 MIN.
OF 25' LAP joe No. 0 104
1=1 I 1=I 11-1117111 IE�l I M I F REMAIN INTACT. REMAIN INTACT.
I I i7mil I 1=1 I 1=1 I IEZ 1-11 lEl I S 1511 lEl I I
DRAWN-
DATE. 11-29-2000
5GALE:
6ECTION 2 SECTION TYPICAL GMU WALL DETAIL
SC&V,- 3/410-01 SCALF--KT.6 DRAWING NO.
e � 3..�j
IL
z
--D
ol
\0
Ln
L� CA
CIA C4
Ltj
LLJ
0
LL
7
q
Li Li
>
71
IL
NOTE. EX15TING AWNINGS ARE NOT 5HOWN FOR CLARITY
0 o
EX15TING 5OUTH ELEVATION PAC;ING ATLANTIC; E30ULEVARD
z tu
SCALE- 3/0' P-0'
lu
cl
ck
77
J05 NO. 0 10 4
r-)fR,4UN- NZ
FROP05ED 5OUTH ELEVATION FAC;ING ATLANTIC BOULEVARD IDATE: 11-213-2000
5GALE. 3/8' 1'-0'
DRAWING NO.
-4
Li
a:
(p
x 0)
tu
6-2 12'
Ljj
1/2 (p (P
z 2 1/2' 3 1/2' 3
7:= 1 0
yl-2 ly J_
7 1 1A I I I 1 4' 0 5TID.PIK COL. Ll I I
IL
12')<3/4')<I'-2'
1 r 0 BA5E PLATE W1
-.dig (4) 3/4'0 ANCPOR
EMT5)<1'-2'
LOW-i W14112'
rRO E3
5ffqTION
Hoor,
4'-0' 5Q. X 12' THICK CONC.
FOOTING W1 4S EACH WAY
E3OTTOM_ TYPICAL.
ci
tL1
5ASE PLATE DETAIL
5(_-ALEt 11/2' - 1'-0'
+
0-
73
ci
oz
PROVIDE TEMPORARY
SHORING ON BOTHSIDES
(L Lu
OF WALL PRIOR TO
w DEMOLITION AMD w
REMOVAL
tL
z
ca
Lu
-E� A
- T- I _ - Ji
5_3
x Z
d
x NEW 8' CLOSED
-4
GELL CMU WALL.
tu x -A
:1 — SEE DETAIL 'A/5-3'
Lu FOR GROUT FILL
CELL LOCATIONS.
z TYPICAL.
01
F-
cl
IL
A6_
EXISTING 4'41 PIPE
COLUMNS TO REMAIN G
INTACT. TYPICAL.
OF EXIST. 8' CMU WALL,
THIC<ENED SLAE3, I&'XI6,'
FILASTER AND NEW CONC.
REMOVE EX16TING CMIJ WALL AND WOOD FOOTINGS.
INFILL IN EXISTING CMU WALL OPENINGS c
D CELL
tu LEAVE EXISTING CMU SUPPORTING SOUTH NEW 8' CLOSE
CMU WALL. SEE DETAIL
END OF EX16TING WOXII INTACT WITH SAW REMOVE EX15TING 60' 'A/5-3* FOR GROUT FILL r2
tLI t-
tu TOOTH CUTS ON 50TH SIDES. INSURE A WOOD STUD WALL AND
Lu CELL LOCATIONS. TYP. z
L
E
I
M t_
INIMUM OF TWO CMU CELLS ARE GROUT BUILD A NEW 5' OL05ED
FILLED UNDER THE END OF THE IBEAM. CELL CMU WALL. SEE
UT
3 A
W
A
UT
AM_
DETAIL 'A/5-3' z
L _7
_T
__F__ I I_T I I I r t I A
— . r-I---� 1 0
m 0 1 1 10
T- 7 T- ... ....
ck 4' a
12'-41 31 41 Il- ILI
0 EXPOSE 4 VERIFY
2 CONDITION OF TH15
tu FIFE COLUMN. REFAI R
VICE:
OR REPLACE IF OV -6
(P OF EXIST. 4' 0 5TD. FIFE COLS. — OF NEW tput) tu
NECESSARY. IV 4' 0 STANDARD PIPE COLUMNS AND 0 t
NEW 4'-0' 50. X 12' THIC< CONCRETE FOOTINGS A
Lu 14'-4' WITH 4-S EACH WAY BOTTOM. TYPICAL.
23'-41 11-4' )ol-cil 41-cJ 1/21
4 2/2 NOTE: PROVIDE TEMPORARY 5HORIING OF ROOF RAFTER5 ON E30TH 51DE5 OF TPE
JOE3 NO. 0104
EX15TING GMU WALL 4 PILAFER5 PRIOR TO REMOVING THE 5EARING WALL 4 PILASTERS. DRAWN. NZ
ci DATE: 11-2S-2000
Or_ SCALE: 1/4'=1'-0
EX15TING FLOOR, FOUNDATION, AND DEMOLITION FLAN PROP05ELD PARTIAL FOUNDATION 4 5HEAR W,4LL f=L?4N
8CALE: 1/4' m P-0' DRAWING NO.
,/,-ALE,- 1/4' V-0'
LLI
IL
CIA
x Ld
Lu
CIA
LL1
0', 01
c�
-7,ju
L
N
Li
w
A
fu
uj
Lu
ci
<1
Lj L-1 Lj I
U-1 w
�3
lu
NOTE. EXISTING AWNING5 ARE NOT 5HOWN FOP, CLARITY
ca
ta
EX15TING SOUTH ELEVATION - FACING ATLANTIC 5OULEVARD
Lu
x SCALE- 3/W V-0'
w
:E
lu
0
a
Lu
lu
lu
CL
w tu
tu
//X///X//////
Lu
Joe No. 0104
9 DRAWN: NZ
9
1
cl PROPOSED SOUTH ELEVATION FACING ATL,4NTIC f3cULEVARD DATE: 11-215-2000
5GALE; 3/8' 1'-0' SCALE, 1/4'=P-0'
DRAWING NO.
4,Ic MLI C
-Icv p
.......... RE 0 VIE41 NS iIPLI 2 10,4,r 11o( .. . -a _/_< M a It II oll ----7�7- It7t,-7 City of Atlantic Beach Olshhlng and Zoning Depark",.mli op wfth spp Subdivision"'and,.other, local I d zoning develo�ment reg ulatlons,.but'does'not const te approval for the issuance,of permits. C.ompil e with Florida Building Code and all other applic le Federal-perfinitting requirem is'local, State,and MUM be verified by si Mture of the City ofAtl ic DRAWN geach Building I; ssuan6e a OM K.,:Prior t? th BulldN 69 Peit.,kppmved B CHECKED opment Mrec OMMU y Devel 1 Da Yale DAT13 SCALE- 1�'A ' JOB N 0.SHE It e ,-OF SHEETS
S.
QTE,
PLAN ING,,,,
7-7 Two-ply reInForced black rubber hose
'AND PIECIFIQATIONS.- TION 02900' LANDSCAPE DEVELOPMENT) BEFORE
1,. SEE L S"60E�k, (SEQ 7 chafing guards. Feed quylne wire through hose
...BIDDING -.AND BEFORE' COMMENCING,:WORK. for tree protection.
2 THE ,LAN[j'§CA��,",�:�,0"N'TRACTO��., I S,�IRE N
.5PO SIBLE FOR VERIFYING SITE CONDITIONS AND ALL
PLANT:,.MA'TEkIAL'S`,,'ANb,�' Q_UANNTITIES, .'LISTED ON THESE- PLAN� BEFORE BIDDING. DISCREPANCIES Protect tree bark from hoisting damage
TO'��,THE, L�NDSCAPE I ARC.HIT�CT' BEFORE 'BIDDING.
8H,ALL" BE' REPORTED ,, with burlap or cloth Straps,
3... THE. GENI��AL' 'COWR��X`CTOk,� SH ALL,'PROVIDE"A ROUGH GRADE TO' WITHIN ONE 'TENTH OF A
' FC . N SHED-GRADE '. '' '
��,' .1711\115HED,: GRADE (TOP OF SOIL) ' FQR ,ALL sQb AREAS 'AFTER SETTLE- 12 Gauge, annealed galvanized Steel
�ENT."_:SHALL ,BE,,' IlLUSH:WTH: ,,THE �,10.P, OF i ABUTTING CURBS, WALKS, WALL$ AND ABUTMENTS. THE 3" Cypress mulch applied after fertilizer.
'ALL "PRIOR TO Guy wires per tree. Mark each guy wire
FINISH' GRAD'E.,;bF'. PL! MULCHING SHALL BE, THREE INCHES BELOW FINISH
with orange survey ribbon For visibility.
'� '617 A B 0 T"T I'N' G', CURBS" KS' AND WALLS. THREE INCHES OF MULCH SHALL BE ADD-
GRADE S.015', VA,L
' 'ED 'AFTER P'L'AN.TNG THEI' 'GENE�A�_ CONTRACTOR SHALL BE RESPONSIBLE FOR' PROPER SURFACE REVISIONS
UJ DRAINAGE"bF,'THEI.R'OUGH,�`GRADE.',ESTABLISHED, 5roadcast an 8-6-5, 509,; organic fertilizer
C1 j4, THE�-_ L 'ANDSi��AP�..,,Q.ONTR,"ACTtbR .18 .'��8PONSIBLE ;FOR, ALL FINE 'GRADING AND PREPARATION with m1cro-elements before mulching.
. ' '.i .. . . ., . . . 1 . . � ..., 1 . 1 .1. - Place the top of the root ball level with
FOR PL�NTING,,,- .'THE� LANDSCAPE , CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER
SUR,FACEw.DRAINAGE,. o I It PLANTED," AREAS.`� ANY DISCREPANCY OR OBSTRUCTION OF PROPER existing erade. Extreme care shall be taken
CIA ' I R to k,,--ep the root ball intact.
DRAINAGE .''Or, kbuGH,,"`G 'A0L ,-E-STA0LISHED BY THE., GENERAL CONTRACTOR SHALL BE REPORTED
TO .THE' LAN 'ARCH ITECT-,.�B EFQR E PLANTING -BEGINS. Planting mixture of one part clean top 5011 to
one Part Pulverized native Florida Peat. To this
5. " OL.'A-NTiN� '-AR�AS ; SURROON'DE'D ��Y' HARDSQAPE SHALL BE DRAINED' WITH ' A MINIMUM 6" ADS
U_ mixture add and uniformly mix one and one half -A
PE,� WITI C :'BASIN(M 'APPROVED CATCH BASIN, DRY WELL,
P11 H 11 N.). TO. OR OUTFALL AREA. EX16TIWa GRADE pounds of 0-a-5 with 50% organic, Fertilizer LL
NOTIFY,jHE, 'LANDSCAPE.: ARCHITECT OF PROBLEM DRAINAGE AREAS BEFORE PLANITING.
0R.'IG TOt4, ,COVERAGE TO.1 A.L.L I-PLANTED AREAS,. FULLY .AUTOMATIC IRRIGATION I I I per cubic yard of backFIII.
6.� ''P�;&i b 100 - I" T 15ALL
-SYSTEM;.WITH AL'�, PO' P_UP;,,,1RRIG-,,�TION, HEADS IN ..SObDED AREAS. SUBMIT SHOP DRAWINGS OF
IRRIGATION, SYST M ,70 TH E,?QI,TY' OR, I COUNTY ,AUTHORITY SHOWING A LL BACK FLOW PREVENTION la
Uj , - . E, . , . ., . - r- ro" High earth saucer around tree to hold water X16TI
TO CODE. -DO'NOT, SPRAY WATER, ON PEDESTRIAN WALKWAYS OR SURFACES- ' IF ,1IRRIGATION M
DRAWINGS.'-ME. IN'6L D' IN .':THE E310. PACKAGE PROVIDE,. BID, ACCOR.DING TO DRAWING. 7- Land5cape contractor Shall remove earth Saucer
ED and re-mulch tree upon final acceptance. 24" Fre55ure treated 2 x 4 stake with top of Z
LL PL' NTS SHALL BE FLORIDA GRADE -#1. OR BETTER AS NOTED 'IN THE FLORIDA DEPARTMENT
X 7,i A 0 stake ro" below existing grade.
M, OF AG'RIdU00RE-.,AND `C ONSUMER SERVICES, , "GRADES AND STANDARDS TOR NURSERY PLANTS", 0
�P.1 LANT, '[NbbsT�Y. --i TfP,.,EE f=LANTINr_.:� DETAIL
'ACE DRAINAGE THROUGHOUT THE SITE BEFORE AND AFTER SODDING
8 MAINTAN,,.�'POSITIYE.'.;�,.$URF .� LU
A @COPYRIG�IT - J.DEVINE 1--39(o (Not to 5Ca le)
0
9, PRESERVE EXISTING � TREES'AND' PRESERVE ALL GOOD QUALITY UNDER,BRUSH AND. PALMETTO, <1
IF,, ANY EXIST. bN,- SITE...' . PIRUNE, CLEAN, 'AND MULCH,, 1EXISTING TR�EES, PALMETTO, AND GOOD QUALITY
UNDERBkU'SH - -IF"ANy 'EXIST',,ON !SITE.'. - SEE CITY AND OR COUNTY TREE_ ORDINANCE. PROVIDE TREE <1
BARRICADES. AS REQU' IRED.1BY CITY AND OR,-IQOUNTY. IF RETAINING WALLS 'ARE 'NOTED ON PLANS
''SEE 'RETAIN.1'1�G WALL� 'DEIAI'L. CONCRETE WHEEL. STOPS
-tu lo... O.LqH 'ALL�`_�PLAN T:,.�BEDIS' WITH A' 3": 1AYER OF CYPRESS MULCH. WITH TWO REBAR PER WHEEL 5TOF
(L 11'. 1 'SOD TO PROPERTY�,LINE 'AND TO' ' SOD LIMIT LINES SHOWN ON PLAN." PROVID)E ALL SOLID SOD, <1
N 0: 8PRIGGING .:OR SEED I
..NOTIFY GENERAL QQ4TRAQTOR AND LAN DSCAPE ...ARCHI TECT OF WET SOIL CONDITIONS THAT PROPOSED ro' HEIGHT WOOr-) FENCE
OR DRAINAGE SY.ST.EMS. DO NOT PLANT SHRUBS OR TREES IN WET EXISTING PALMS COURTYARD INN
WIIL.' REQUIRE SOIL :AM'ENDM ENT
Z
_2' POOL.Y DRAIN0D'1:'s.0'iLS.,._
t 13.-; ALL, TOP!.' SOIL-,,,, PROVibED .BY GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL
BE FERTILE, REA0JILY :CRUMBLED IN HAND, WELL DRAINED SANDY -LOAM, CLEAN AND FREE' OF CLAY <1
LU.MPS,` STONE,S 'STOMPS" AND .ROOTS.: , . .. I 14 - IVN
1 P'LAN -1 6 11 . ":, - I �M
4. TING- X 'AFTER ',ADMIXTURES SHALL HAVE A PH VALUE OF BETWEEN 5-.5 AND 6.5. CONSULT EXCAVATE FLANTEfR AfREAS
YOUR:,COUNTY cboPERATIVE EXTENSION AGENT AND* THE UNIVERSITY OF FLORIDA SOIL TESTING AND fREMOVE 12" OF SOIL.
MULTI TR OL
LABORATORY (IFAS).
AT. TO THIS FILL WITH E�O% CLEAN, WELL R LLI Z
16 PLANTING, MIXTURE PROVIDE 'ONE PART, CLEAN TOP SOIL TO ONE PART PE ' T EE
tu MIX ONE -A.ND' ONE HALF -POUNDS OF 8-8-8 WITH. 50% -ORGANIC- FERTIL12ER PER CUBIC YARD OF DfRAINED TOP SOIL, MIXED �1 U H
LM�
0 MIXTURE WITH �20% 5HREDIDED FINE E3AFK. P -4
LU 16. THE L�ANDSCAPE`-CONTRACTOR SHALL- BE RESPONSIBLE FOR THE LOCATION AND OR DAMAGE ul
F ANY I UN.DER R UND PIPES, CABLE GAS LINES, WATER LI - TE AFFLT' FOUND UP TO ALL WEEDS *PA M
0 G 0 NES, ' LEVI.SION, PHOINE LINES, AND
'SEPTIC. TANK.S. . ' THE LOCATIONS OF PLANTS AS SHOWN ON THE PLANS ARE APPROXIMATE. THE 5EFOI`RE PfREFAfRATION. Ul
" ,LANDSCAPE Cb.NTk.A0T`OR SHALL NOfIFY THE' LANDSCAPE ARCHITECT OF UNDERGROUND OR
OVERHEAD OBSTR I UCTI'ONS. THE. PLANT MATERIAL MAY 'BE ADJUSTED WITH APPROVAL FROM THE
T TO OWNER.
Z LAN DSCAPE :ARCH'I TECT. � ADJUSTMENTS SHALL -BE MADE AT NO ADDITIONAL COS 00,
ALL'. .MATE 'A L� THE LANDSCAPE CONTRAQTOR SH�ALL BE GUARANTEED
FURNISHED' BY
�N'6 WOR-K
FO -Z
M 'T E', DATE"OF
R 120"DAYS N AND ACCEPTANCE EXCEPT. FOR TREES. TREES
�T FINAL 'INSPECTlb PROP05ED DUMI=5TER EXISTING FAFPKING LOT
SHACL :B'E' ,'G'U'A E6`_�Fljk bNE-'YEAR .FRQM THE! DATE OF FINAL INSPECTION AMD ACCEPTANCE.
"�A
(CLEAN, RE-SEAL, AND RE-STRIPE) <1
N D SCAPF '�C. Z
ONE W14'�
18 THE ,LA 'O�tkACTO HALL MAINTAIN ALL PLANT MATERIALS DURIN4G THE INSTALLATION WITH 61 HEIGHT WOOD FENCE
OPERATION,, UNTIL FI.NAL',� ,kQitEPTAN`C` E. , THE LANDSCAPE CONTRACTOR SHALL BE [RESPONSIBLE FOR EXISTING ASPHALT TO REMAIN 'ENTER' SIGN
APPLYNO`.�OUND . U_ P 'H'E' R' B' IQID'E, AND. PRE-EMERGENT HERBICIDE OR EQUIVALENT 'APPROVED BY (NO ADDITIONAL IMPERVIOUS SURFACE ADDED)
4 -A
THE NVAbNMENTAL,PROTEQTION AGENCY, AND THE FLORIDA, DEPARTMENT OF AGfRICULTURE. LU
STAKE ALL,' 'TRE' ES."W 3;'�1 2 GAUGE, � ANNEALED, GALVANIZED STEEL �ABLES PER TREE. USE 2-PLY I I L
WI TH's, . I *RED TIP
A-
REINFORCED,, BLACK RUBBER. HOSE AS'. CHAFING, GUARDS, AND 2X4X24 PRESSURE TREATED PINE
�STAK�S-- .'MARK-, EACH!.16UY,- I - WIT4: ORANGE SURVEY RIBBON FOR VISIBILITY. THE LANDSCAPE + +
WRE
CONTRACTOR 18. RESPONSIBLE FQR�: STRAIGHT�NING TREES FOR ONE YEAkFROM FIINAL ACCEPTANCE. 4" CRAPE YRTLE ,*
--1- 4- -4-
'19'. . THE'-.OWNER..:.'IS' R��P"b�81OLE ': FOR'' QALLING THE LANDSCAPE ARCHITECT FOR FINAL INSPECTION. <1
'FINAL PAYMENtSH'ALIL.�', �B�.' 'MA6E-,..�AF',TER FINAL INSPECTION BY THE LANDSCAPE ARCHITEC'T. *3", 5" CRAPE MYRTLE -A
Lu 'BE .A_PPROVED B.Y ..THE LANDSCAPE A,RCHITECT. 11 - TJ U_
1-- '-20., ALL: CHANGES , Tb.�PLAN' MIA"ST: ANY CHANGES //-20 - ICE5
�E TO' PLANT '.MATERIAL . IN.I.JH�' 011), MUST 'BE APPR.OVED BY THE LANDSCAPE ARCHITIECT. SUBMIT A
EXISTING
BID WITH. UNI.. PRICES'.'TO.'THE,.OW.NER AND THE LANDSCAPE ARCHITECT.
PAL�
COPYRIGHT 'l 997 JAY� DitVINE LANDSCAPE ARCHITECT 2 1> E3UILDING
PALM *
<1
G
&T
T-L I.'
(NO ADDITION,5) OL
f=L.A- N
2400 5Q, FT, / 300
C' PA
.o :KEY, : .:E�6TAN.IC!AL NAME COMMQN NAME 51 ZE C/) LLI
LM
LU
0/ STRIPIN�G To AIDA CODE
Ci u ' vIrQInIana 12'Ht.,2 Ga L&'-1'5pd.
Live Oak
'S F Sa 16"a, I Imetto / Cabba!�3(s palm 12' Clear Trunk 0C Ti
eFrov'lole full boot pa Im5 with Frond petioles lnt�ac-t No damaeed unalehtl� trunks) 0 ADA DrETECTABLE WARNING SLIF�FACE
<D/ 2 - LJ
(GROOVE 55 IN CONCRETE TO CODE (SEE CURRENT ADA CODE) JA)
C) ----
LU +
m X 36
: ,clh mo�ero,ps umilfs '/ Eurolbeian Fan 0:lal' F= X 10�' FACE
.. , " i,, 1 .1 .. . V1_ DOU5LE=- FACE PYLON SIGN
ex ,cornuta 'burforcil' 5urford HoII9 WITH FO)LE (25' TOTAL HEIGHT)
24 x24",3Gal. TO ADA CODE rl
Li
14. + (5' 5ETE3ACK FOR FACE OF 5IGN) 0
- I YN,: I lex, v,om' '.1torla 'hana Pw'a' r, F Yaupon. Holig 12 x.12", 3Gal. PALM C)
I o - L I
L rstro ltl-�:Anc;1168 Crape Mvtle (Lav'�Pnder)) 4' X 4', 15 Ga L
0
EXISTING BUILDING _CES -Z Z
AC WALK To ADA CODE
4-
� 2 Li!'@U&trum 'japonIdum Japanese Privet 4'Ht. x 4'Spd., 5 Ga 1. -74 <1
U Into umb�(slla shapes with 21oF aliear trurk) 4 REMOVE EXISTING CONCfRETE -A
- - - - - - - - - - - - - - - - - - - - - - - - - -
1 5 4 POLE FOR SIGN
PAMP S\
E, 16N North e
T Tra6h(9166ps�mum jasmlnold(!5�5 Confederate Jasrmlne
K (COORDINATE F0 Oc ION WITH WALKWAY CONsTRUCTION)
> S 3 5ET5AC 4 . F
�W lw� 7-
+ + + + + + + + +
4C)A14;�C
FEA
GRASSED A
5trfne to F:Snc:e 4- SCALE: i__
EX STI WALK d-
GfROUNZ:) ,COVER�, A A A
Lu DATE:
un pe On IS K <1
SIDEWAL
EXISTING CONCRETE SIDEWALK
Lirl e musrarl. Iel 6nti' Glant Lirlope (6reen) 12"5pd.,lGa 1. 2'O.C.
C, 5 C F' r ta "Compacta Pwarl'. 5h' re Junliper 12"5pd.,16aL 2'0�C. I VN a - IV
rU' EXISTFING CONCRETE
ap , 16 - IVN
(2' HEIGHT MAXIMUM) DRAWN :
EXISTING EXISTIN�G GRASSED AREA
MULCH'
GRASSED AREA 'EXIT ONLY' SIGN J.DEVINE
-,CYFfRE,5,5 MLCH 3'?- THICK . "ALL f=L,4NT EBED$. (I' HEIGHT MAXIMUM)
I Z
SHEET-
ATLANTIC E30ULEVAFRD PFUNE AND CLEAN ALL. EXISTING TREES. C� i::
�.EXCAVATE,PL T
ANb"REH 'vL`pa�
f
&AVF= ALL EXI &TINC; TREES ON 51TE
_.__4 DRAINED"TOP. FfROVII)E A P05E 515
_q Wf.TW �,.O%',.SHREDDE0J0INE`6A 1;� L Z
FRUNE/ CLEAN/ AND MULC�4 ALL EXISTING WM41N 50' OF ALL FLANTING 0
' Uf=l
APFLYROU�V TO ALL Wr=ED5
TREES -ON & ITE.
Ul
LL
- AND CLEAN FAL�l TRUN<&.
TfREE PfRUNINI�� . REMOVE ALL LOWER FRONFD5
f5ROVIDE, 151C>A�PR TRr=e ,FfRUNINGA6 NOTED ON PLAN.'
LAND5CAFE FLAN
V
0,
q 03
7
�K
REVIBION13
�!4
cD,
-1 Lje�.
do M--- M
KK2 P^ ��-?I .1 4,.,;" , �; �j
U AA I T LOIP I,X I ro T�551 r-"^V4i&AAP-t-1-r
4 IT
Y
WAO rZA
WK
Pr'AVP-M
-A
F-4
iKe
7.;
4* 11�7 141'
4k
C7:,
N
ro�
J
A-1
7�- t
MV ro MeA
iL
71IV., 4
e7,
-4
.000�
K�w
1K:1 4(� "T
r
rr t�,-K
J�
16 .... ..
T
COY-, :r�Mf/
C, AMP F:�
a. , -
v
\,NA
41,
W,
>
AM,
;rl U— 1 - 7
10-f
6r
A
DRAWN
&
wl
AA
DAT
7 city 017t—lantle Beacg
planning and Zoning Departmed
sr-ALn
vefifies compliance%a applicable
land
ovw zoning, subdivision end other local
<7 JOIS No.
development regulations, but does not constitute
for the Issuance Of Permits. Compliance
da Building Code and all other applicable
to
ents
CL 77 cal, State and Fed permitting re uirem
g lure f the Atlantic
must be verified of the
ding 0 A prior to a as of a
Beach Bull
-7 Building PafML
10� . . .
Approved Or. evelopment Ore
Date:
Me�r
ITO-
gy-
OF 8HA1i!!
-------------
12 E,15y 6L&. j 6
4,rc T TV,04,4- 4�0 r
ely HIP10104 clz� an
W-1
---------------- 416 -----------
517---------- 2'11 --F3'i1 --Z5"4j1'11-4, 3V4 1'9"4-,-213 4'3
2'10 F'4'�'T I +o 4TZAP
&'y r*04
op
MA*f r-kW-*f WLL-1,
j W 1 40 11 FV(�T'17
CPS 2411 C-,Z,
co
LF=
L
44
W'&
L�� AJL OF t;�r--A
9)
Li
st
CD
TH K., ev*F—ET-
-1 Loll
W-Am4e4 FIWW�-
-M4 L-U V40 , PAAbTPA eJC;' -W F1 Lo&
1112 x 40 F—FvAy �Z44,0,4,
15'3
W490P V.
Yv/ -4e� - IocL )L I v�'r,;�ALV 441 LA,
removed back to Intersecting wal
Existing 2x6" ft*ame wall to be
LO
existing steel beam above for ro
70 RoN/SD
joist bearing. A,P'P BEACH
0,f ATLANTIC
CITY
wtme A1.0 C04qe�- -raK . Sul
-rzL"CUP &f A3-(HF%" or- EA,
WW9,Wsonry wall to be JUL I
r moved back to 18" masonry Door to be chahged for
p aster, Beam to be Installed for opposite hinged doo .
I
I kir of joist b Wng
Existing d6or to be removed and
fixed window to be Installed to 4y 92 CoL uK4K* "7MW e L7
W'L LL� W1
ndow
match adjacent wl
JA
A
2'0"7 10110"ll Z4 2110 5'6"7 4'5"1 2'2 4'3-7 4'4 4'4 312"5
15'3 16'2"4—
RECEIVEU
7 2000
JR
City of Atlantic Be h
10 , I
Building and Zoni
fh .
2.
L-Al"n6 01-110. K,
4
TL.
-nc, be&au.' f:to M I E?A.0
.... ........