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HomeMy WebLinkAbout4103 Orlando Dr 17575 Plans New Construction1. " FLORIDA MODEL. ENERGY EFFICIENCY CODE a 00 w E ( P FOR BUILDING CONSTRUCTION BOB GRAHAM SECTION X; 5 GOVERNORS ENERGY OFFICE GOVERNOR LEX HESTER, DIRECTOR �kBU�,�kR=M&T�OE� PREPARED BY: BRABHAM KUHNS DEBAY- CONSULTING ENGINEERS PROJECT NAME AND NUMBER �U—OMU AJD GCZPOQAJI[O&J &JO. BUILDER�� OL,;INER JURISDICTION ZONE \j v BUILDING INFORMATION POMPONENT R —VALUE WALLS Cos Q FRAME ❑ -OTHER p 'BOSS AREA CBS ❑ FRAME ❑ OTHER J GLASS CLEAR TINTED ❑ S C , ROOF/CEILING `HOOD ❑ CONCRETE ❑ tiTHER FI6M I217. FLOOR OVER UNCOND. SPACE SNOOD ❑CONC. ❑ OTHER - THIS DATA TO BE SENT TO THE GOVERNOR'S ENERGY OFFICE AREA ►�41.d- SYSTEM INFORMATION AIR CONDITIONER EFFICIENCY �t2- g,p EER/COP= HEATING SYSTEM TYPE STRIP HT. PUMP❑ GAS: ❑ OIL: ❑ SOLAR : ❑ HEATING SYSTEM EFFICIENCY EER/COP=--------` HOT WATER SYSTEM TYPE JELECTRZWFT. REC ❑ GAS: ❑ OIL : ❑ 1 SOLAR: ❑ July 11, 1982 Re: Southland Corporation 7-Eleven Store 6040 Building No. 22538 Section Five Compliance Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 (305)898-9211 1720 Westminister Drive Denton, Texas 76201 (817) 566-3723 The above -referenced building conforms to the State of Florida Model Energy Efficiency Code for Building Construction as required by SECTION FIVE of the Code. The following data shows that based on a Componenet Performance Analysis, all elements meet or exceed the Code's requirements. 502.3 Element Mode Required Value Design Value Walls Heating (U ) .37 .23 Walls Cooling (RTV) 30.3 7.5 Roof/Ceiling Heat -Cool (Uo) .10 .06 502.4 Door infiltration rates shall not exceed 11 CFM/LIN. FT. of crack. Window infiltration rates shall not exceed .5 CFM/LIN. FT. of crack. 503. Mechanical Equipment Required Design All Units Cooling: EER 6.8 8.0 Heating Electric strip 504. Electric Hot Water Heater shall have stand-by loss not exceeding 4.0 watts/ft. 2 of table surface area. 505. Maximum Lighting Power Budget (Watts/S.F.) See Attached Section 8 Form Required Design 3.7 Less than 3.6 �� •� �� C" y PT INDEX OF DRAWINGS 1 .1 ....... . _ .. ......Title Sheet 2.1................ Site Plan "Oro �ctS'I`F�� � I;a�_ . 3.1 . Foundation Plan � //''�� 4.1. Floor Plan [_CQs�'�lf�'�"t� 5.1 ....... .... ..... Roof Framing Plan 1�/L 6.1....... ......... Exterior Elevations �.� 7.1....... .. ....... Interior Elevations CC , Gi 8.1 Wall Sections L' _.. ! ..� �.�� �_. _ �� �.� 9.1 ....... .. ...... Details 9,2....... .. ...... . Roofing Details 10.1 ....... .. .. .... Roof Equipment ,T _ _ -- 11 .1 ....... .. ...... Plumbing Plan ��' S Nr)T G' ..;�'; c7R' IISSIO1•I 1.2.1. Mechanical Plan :...... ... .... . N'4Y ,,G00!~. iC%d:r✓ !HIS 13.1.. ....... Electridal Power Plan 13.2.. ..... .. .. ..... Electrical Lighting 0NI JOFj �i AL (tf��•' S'Electrical Schedules 14.1 _ ...... .. .. ..... Specifications 14.2..... .. .... Specifications 14.3.. .... ... .. Speci fications 14.4......... .. . ... Specifications 1-.5.................. Specifications 111.6.................. Specifications PAVING EARTH 4 CONCRETE ®RICK CONC. MAS. UNIT 0 OROUT FILLED CELL INSULATION ® WOAD FINISHED IM PLY' *OOD �. WOOD ROUGH METAL NO DATE REVISION DESCRIPTION Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street AN[rp Orlando, Florida 32803 nog 303 OE�gRNEN , 13051 898 - 9211 .5A� C�Rb R�NCH AV, �NUE F'ORIDA 3277� 1720 Westminister Drive Denton, Texas 76201 v p 18171 566 - 3723 THE SOUTHLAND CK CORPORATION APR DATE 7-11 STOKE Bldg. 6040 PAOJ • � I TITLE SHEET J of A F 1 749G J 0 ''. I. �- c i c cc- c Foundation Plan SC. =1-0 O a 0 16. -�, F=_1 - --- 8 Underfloor Duct Detail 5 N 6 )Turn Down Slab — i-'D"- 4 Exterior Stoop c. V0 2 Typical Stem Wall nr, 17. UNDERFLOOR DUCT. SEE DETAIL 8. 18. FLOOR SINK. 12" x 12" x 6" DEEP WITH DEEP SEAL TRAP. SEE PLUMBING PLAN. 19. SERVICE SINK LOCATION. 7 Thickened Edge 6 Bulkhead 5c.i" co" (:5 Thickened Edge )u Entry 3 Rear Wall Foundation )i Gulll=ff_911 RAP 01. FRONT AND SIDE WALL FOOTING. 10" DEEP x 24" WIDE CONCRETE REINFORCED WITH 3 #5'S BOTTOM CONTINUOUS, PRO- VIDE A MINIMUM OF 3" CONCRETE COVER. 02. REAR WALL FOOTING 10" DEEP x 20" WIDE CONCRETE REINFORCED WITH 2 #51S BOTTOM CONTINUOUS. PROVIDE A MINIMUM OF 3" CONCRETE COVER. 03. THICKENED EDGE AT ENTRY AND BULKHEAD. 8" DEEP x 12" WIDE, REINFORCED WITH 1 #5 CONTINUOUS. WRAP REINFORCING BAR WITH WWF FROM SLAB. PROVIDE A MINIMUM OF 3" CONCRETE COVER AT REIN- FORCING. 04. INTERIOR SLAB. 4" THICK REINFORCED WITS 66-1010 WWF. PROVIDE EXPANSION JOINTS AT MASONRY WALLS AND WHERE SL BS ABUT. PROVIDE CONTROL JOINTS AV'SHOWN BY SAW CUT 1/4" WIDE x 3/8" D1EP. TROWEL FINISH. 05. PROVIDE 1/4" EXPANSION JOINT MATERIAL WHERE SLABS ABUT CONCRETE BLOCK WALLS OR OTHER SLABS. 06, MASONRY FILLED CELL WITH CONCRETE AND REINFORCED WITH 1 #5 AT 12'-0 O.C. MAXIMUM. 07. CONCRETE WALK AT* ENTRY. 4" THICK REINFORCED WITH 66-1010 WWF. PROVIDE FOR EXPANSION JOINTS AND CONTROL JOINTS WHERE SHOWN. PROVIDE HANDICAP RAMD5 AT EACH SIDE OF BUILDING WITH MAXIMUM SLOPE OF 1:12. FINISH SUR- FACE: TO BE NON-SKID BROOM FINISH. SLOPE REMAINDER OF SLAB 1/8"/FT. AWAY FROM STOREFRONT. 08. RECTANGULAR STRUCTURAL TUBING. 4" x 3" x 3/16" Fy = 46 KSI. SECURE AT FLOOR BY WELDING TO 8" x 8" x 1/2" BASE PLATE. ANCHOR PLATE WITH 2 3/4" 0 x 6" LONG ANCHOR BOLTS ON EACH SIDE. 09. STEM WALL FOUNDATION. PROVIDE FIRST COURSE OF 8" AND 4" CMU UNITS AS SHOWN WHERE BRICK. VENEER IS APPLIED. 10. TURN DOWN SLAB 12" DEEP x 6" WIDE, REINFORCED WITH 1 #5 CONTINUOUS. 11. EXTERIOR STOOP. 4" THICK REINFORCED WITH 66-1010 WWF. PROVIDE EXPANSION JOINT AT MASONRY WALL. PROVIDE 6" WIDE x 6" DEEP TURNED -DOWN SLAB AT OUTER EDGE. SLOPE 1/8"/FT. 12.- TYPICAL CONCRETE COLUMN. 8" x 16" CONCRETE COLUMN WITH 4 #5'S AND #2 TIES AT 12" O.C. DOWEL RODS 16" INTO FOOTING AND BOND BEAM. 13. 4" PVC WITH LONG SWEEP ELLS EACH END. EXTEND 4" ABOVE FLOOR EACH END. 14. 6" PVC WITH LONG SWEEP ELLS EACH END. EXTEND 4" ABOVE FLOOR EACH END. 15. FLOOR DRAINS. SEE PLUMBING PLAN FOR SIZES. 16. THICKENED SLAB. 6" DEEP x 12" WIDE. STEP-DOWN WWF TO ALLOW FOR UNDERFLOOR DUCT. Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566 - 3723 A F 17496 Equipment Schedule y FURNISHED BY INSTALLED BY CONNECTION BY CONTR • 19-'4 4'3 (D42Z=; lan q 60'd 1�41, /6'6 Li`4� /9-4 O ITEM 7-11 CONTR OTHERS CONTR ELECT WATER DRAIN NOTE 1 Post Mix Canisters XX 01 2 Storage Freezer XX XX XX XX 02 3 Ice Maker XX XX XX 1/2" CW XX 02 03 4 Ice Merchandiser XX XX XX COND DRAIN 02 04 5 Upright Low Temp. Case XX XX XX COND DRAIN 02 6 3-Door Low Temp. Case XX XX XX COND DRAIN 02 7 2-Door Medium Temp. Case XX XX XX XX 04 03 8 Hot Chocolate Coffee Machine XX XX XX XX 3/8" CW XX 9 S/S Sink XX XX 1/2" HW 1/2" CW XX XX 10 Slurpee XX XX XX 3/4" CW XX 05 .11 Post Mix XX 12 Cash Register XX XX XX 06 13 Shelves 72" High Wall XX XX 14 Safe XX 07 15 Gas Monitor XX 26 16 Microwave Ovens XX XX XX 05 17 8' Novelty Ice Cream Freezer XX XX XX 18 12 Glass Door Cooler "Ardco" XX XX XX 08 19 Prefab Vault w/Door XX XX 09 20 Evaporator Coils XX XX XX XX 02 10 21 HWH 12-Gal. XX XX XX 3/4" CW 11 22 3-Compartment Sink XX XX 1/2" HW 1 /2" CW 23 Fire Extinguisher XX XX 12 24 Fascia Sign XX XX XX 13 25 Frozen Food CompressOR XX XX XX 03 14 26 Air Cond. XX XX XX 15 27 Gas Island, Pumps, & Tank System XX XX 16 28 Menu Board Decor Panels and Trim XX XX 17 29 Pole Sign XX XX XX 27 Room Schedule Room Material Code No. Description v ® o LL- N 3 �' " 3 _ 0Notes L 'm 4)2 Floo� Base Wall Wainscot Ceiling I VAT "VINYL n /1 MAKLITE� F1�P PANELING ACOUST. TILE SEALED CONc. NONE B GYPSUM PAP 2 GYPSUM bD OPEN SALES I 1A, B, C 1 9'-11 18, 19 C MARLITE PNL. GYP. PAD 3 EXPOSED 1 B CNTK. SALES I A,5,C I 9'-11 18,19 -2 VESTIBULE I B 1 9'-II D EXPOSED 3 MEN I B 2 81- 0 4 WOMEN 1 B 2 1 8'-0 5 ELEC. KM. I B I 9- I1 6 BACK KM. I B 1 M 1 7 GAMEN. I A, C 1 9'-11 20 8 CART W. 2 D 3 - 9 BEV. COOLEK Z - - 8'--2 ZI Door Schedule Door Notes & Symbols D No. Opening Size v- C c� in a ►-'' Details Notes I. ✓ Shown on Schedule Indicates Typical 2. Door Height 6' 8 unless otherwise noted 3 " 3. Door Thickness I N4 unless otherwise noted 4. Door Construction AC-= RCU�111VQI�ii-STQKEFRDUT - 10 3 N 6 a' jamb head "wes --H9-- H CC4W PESO 7'-0 AL A 2C-9.1 ZG-9.1 2H-9.1 HC - WO T40LEG 2 5 '01 710 HM C 5-9.1 8-9.I 11-9.1 2b Z'-8 ✓ SG B 6-9.1 6-9.1 - -- -- --- 5. Door Types.- N i ...........:. o h C D 3 2-8 V HG D 10-9r1 10.9.1 - 4 2=8 ✓ HC D 10-9.1 10-9.1 - 5 2'8 ✓ SC D 6-9.1 6-9.1 - 6 2''-8 V SC D 6-9.16-9.1 - 8 3'-0 7'-0 HM C 3-5.1 4-9.1 - 01. PROVIDE SECURING DEVICE. -SEE DETAIL 02. CONDENSATE LINE BY SOUTHLAND. SELECTED REFRIGERANT CONTRACTOR. 03. CONTRACTOR TO FURNISH AND INSTALL PIPE AND CONDUIT PORTAL JACKS. 04. ELECTRICAL PLUG-IN UNIT. 05. INSTALL MALE RECEPTACLE. 06. REQUIRES SEPARATE ELECTRICAL GROUND, SINGLE PLUG RECEPTACLE. 07. CONTRACTOR TO INSTALL AND ANCHOR TO FLOOR. 08. "ARDCO" SWINGLINE II. INSTALL SOUTH - LAND AUTO ENERGY CONTROL. DOOR HEAT, JAMB HEAT. 09. NOLIN UNIT, NO FLOOR. SET IN DOUBLE CAULK BEADS AT FLOOR. SIZE: 9'-8 x 37'-5-1/2" x 8'-2" HT. SET VAULT 2" CLEAR OF SIDE WALL. 10. CONDENSATE DRAIN OF 1-1/2" PVC TO FLOOR DRAIN. 11. MOUNT WH BENEATH 3-COMPARTMENT SINK DRAIN BOARD. 12. PROVIDE 5BC UL RATED HALON "1211" PORTABLE FIRE EXTINGUISHER TO BE MOUNTED 1" CLEAR OF FLOOR. 13. SUPPORT FRAME STRUCTURE AND METAL FLASHING BY CONTRACTOR. 14. SOUTHLAND•TO PROVIDE EQUIPMENT RAILS INSTALLED BY CONTRACTOR. 15. PROVIDE CONDENSATE DRAIN TO ROOF GUT- TER. CONDENSATE LINE BY SOUTHLAND REFRIGERANT CONTRACTOR. 16. GENERAL CONTRACTOR TO PROVIDE UNDER SLAB CONDUIT FOR GAS ISLAND PUMPS FOR SOUTHLAND SELECTED GAS CONTRACTOR. 17. SEE INTERIOR WALL ELEVATIONS AND MENU BOARD MOUNTING DETAIL. 18. FINISH A COMBINATION OF MATERIALS. WHER BOX IS DIVIDED, THE MATERIAL LISTED BELO THE DIVIDER IS BACKING FOR THE FINISHES LISTED. 19. SEE INTERIOR ELEVATION$ OF SALES AREA FO WALL FINISHES ON EACH WALL. 20. INTERIOR PARTITIONS OF GAMEROOM HAVE A COMBINATION MATERIAL. 21. APPLY GYPSUM WALLBOARD ON 2x4 FURRING STRIPS AT 16" O.C. HORIZONTALLY ON INTE- RIOR FACE OF MASONRY WALL BEHIND COOLER WALLS. 22. WALL HUNG DECK. SEE DETAIL 6-7.1. 23. SHELVING. SEE DETAILS 8-9.1 & 11-7.1. 24. SEE TIDEL SAFE DETAIL ON 7-9.1. 25. INTERERIOR CURB SEE DETAIL 10-7. 1 26. SHELF FROM Ix4 ATTACHED TO WALL. 48" ABOVE FIN FLR. 8''-0" [[NO DATE REVISION DESCRIPTION Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898-9211 1720 Westminister Drive Denton, Texas 76201 (8171 566 - 3723 A F 17496 11 Roof Framing Plan 1/4:':j' IJ SPACES (14 22 H7 J015T 63) 4'-0' 52 '011 HORIZ: BRIDGING (< I X I) TOP � BOTTOM SPACED A5 SHOUJN �-4 cp all 4' 0" TO CE OE NEXT J[ OH A/C ON Section GU I HtAUtK 2 IN tA. 51Vt OF JUI51 � FIELD WELD TO JOKT Support Angle Detail 1' =1-0' DDetai I of Joist Bearing I( - -o, W A 2Ix44-40"01 02. \01 03. 01. 1 #5 x 24" WITH 3" HOOKS AROUND FILLED CELL AND EMBEDDED INTO CONCRETE CAP. 02. FORM AND POUR MINIMUM 8" CAP OF CONCRETE TO EMBED BEAM ANCHORS. 03. 3 #5'S IN 3 FILLED CELLS FROM FOOTING TO PLATE. 04. #5 IN FILLED CELL UP TO BIND BEAM. 05. ROOF DECKING BEARING ANGLE 3-1/2 x 3" x 1/4 LLV ANCHORED AT 4'-0" O.C. WITH 1/2" BOLTS. (TYPICAL AT EACH SIDE WALL.) 06. SUPPORT ANGLE 3" x 2-1/2 x 5/16 LCV WELDED TO TOP OF JOIST. CUT BACK 2" AT BEARING AND AS REQUIRED AT MID -SPAN WHEN SPANNING THREE JOISTS AS SHOWN. 07 SEE SHT. NO. 13.1 ON EQUIPMENT CONNECTION SCHEDULE FOR MACHINE TYPE. 3 L DATE REVISION DESCRIPTION Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898-9211 1720 Westminister Drive Denton, Texas 76201 (8171 566 - 3723 1 A F 17496 n I Front Elevation A"-P0" ( :2 _.Rear Elevation WI 0II 3 Left Side Elevation y4=►-o \05. I 13=6" OHT ME Mr t 0' 0„ 0" —�_ ➢RAIN Tyr 01. STOP GUTTER 3" EACH SIDE -OF ELECTRICAL OVERHEAD SERVICE ENTRANCE IF APPLICABLE. 02. CONTROL JOINT IN CONCRETE MASONRY UNIT:: SEE DETAIL 9-7.1. 03. WALL CAPS FROM BATHROOM EXHAUST. SEE DETAIL 1-12.1. 2..04..: 8" x 16"TH,RU-WALL. ATTIC, VENTS, .4 PR. - EACH SIDE. 05. RIGHT SIDE IS'SIMILAR;TO•LEFT EXCLUDING SIDE ENTRANCE AND'BATH EXHAUST, 06. SECURITY LIGHT ON EACH SIDE OF THE BUILD- ING. SEE TYPE ON ELECTRICAL PLAN. 07, 4°x'5"GALV. STL. DOWNSPOUT W/ 3 STRAS. 08. 6"x6" GALV. STL. METAL GUTTER. I' 4, 11 NO I DATE ! REVISION DESCRIPTION )! 4 Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566- 3723 4`� I Sales Area -Front Wall Elevation �'- It. 0" 51-4'' nnn����� n�u Sales Area- Rear Wall Elevation 1/4=►' 0 1 0 2 0 0 4 0 3 II j� I� II I II �I I Sales Area -Left Wall Elevation Sales Area -Right Wall Elevation to 15'24" f y C. UJG S/NK *SEE SPEC F09 9CE50RIE5 5. Interior Elevation 5 Interior Elevation %2"x ►Y8" BOLT ST ID i E FKOM BACK TO ANWI)h PL ffCESS ANCHOR ATES I f 2 2 314X 3/4 INTO FKAME A D00h �I - _ EDGE AS 5H 0 fir, WASHEP,5 SHELF 5TR 5ET I FKAME 3liG"FIECESS ® 3' IO h TACrb6ARD NUT WELDED TO bACK OF ANCHOR PL `b�F FIN. 0i� 3 3I�b 18'X I ', 5UP 6AF FL. 1/2"x I" BOLT. ri N N FiN. . F�... BAD TYP ANCHOR PL I"x'18"x 2'/4"-- ENDS KOUNDED-- HOLES FOK C5K HEAD WOOD 5CriEWS 1/2" BOLT ¢=1%2 rB TACKBOAhD F, 1/4"PLY BACKING EMENT `[0 FURRING A 13/a" DESKTOP FROM BIRCH PLY SC P00h 6 WALL HUNG DESK %2"= I' 0 ANCHDK 5RACKETS INTO 2" X4" VERTICALS — sPACED (@10 0K 24"0.6. ELECT OUTLET, FLUSH, THKEE- GANG BOX WITH?, - DUPLEX CONVIEMCE OUTLETS. TYP SIDE VIEW . f3/4`X2" TOP CEILING DEGOK MOLDf NG ftLITE MOK c-NEL WALL BRACKETS �G REQUIRED BOTTOM SIGH FILLEK ALIGNS WITH TOP OF BOTTOM DECOR MOLR 5/6 2" BOTTOM DECOK MOLDINg 7 Menu Board Detail r \N M FIH. CLG. 2X4P( 8"O.C. �/4"C D PLYWOOD 72 10" TOP LSHELf TKI —'� 3-2" I X 4 6" CONT. ++ 0 4- 2" - 2X4 2X4 P 24 OC 'FRIGHT FKEEZEK BELOW r, S he If Over Uoriaht Freezers CONDO 17 PAINT TO MATCH COLOR VINYL RAGE zxz S. Int. Curb Detail 10 Ix2@16 ASPHALT PAINTED ONE SIDE FULL HEIGHT OK-15 # FELT LINER CES5 ; 2x4 9 Control Joint • N T.S . �2 x4 GYP BD- o' 5TUDS NYL BASE (TYP) �C. CUR6 DOWELS P 2'0"O.G. _ 1 EZA N Vertical Section T Diveders Decor Panel-, & Trim Detail TI FILL COKE SOLID UJ/MOffAK (NO VOIDS) FOK LATEKAL STABILITY- (BLOCK � OK BLOCK II/2" ELASTOMEKIC SEALAFTT BOTH SIDES- FULL HEIGHT 01 GRAB, BAR.' BRADLEY 812-30" x 1-112" DIAM.' 02. PEgSIAN \N"ur PANEuN& Ar La-AncNs �NO DATE I REVISION DESCRIPTION J Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898-9211 1720 Westminister Drive Denton, Texas 76201 (8171 566 - 3723 r 4 A F 1 749G 0 h "7,. i 5 Roof C a Section at Storefront 3 „ 11p,1 6 Fascia 5" l 011 w _+72 m4b 2 Section at Rear Wall 12. a `rl �i Column Anchoring 7n 3`-1' 0" /4 -'-o Y.C. Mu 1VEL FILLED 8 Storefront Head 3'zI` 0+ 3 Section at Front Wall E arapet9t CORNING (5MA TA) 4 Section at Side Wall ,m', Iuniinn nni-r� — inn nn 11. ATTACH SURFACE -MOUNTED FLUORESCENT FIXTURES TO INTERIOR FACE AS INDI- CATED ON LIGHTING PLAN. ALL CON - N 0 T E DUIT PENETRATIONS THRU BREAK METAL SHALL BE CONCEALED BY FINAL FIXTURE PLACEMENT. TYPICAL EXTERIOR WALL e 12. COLUMN ANCHORING AT STOREFRONT. 01. 8"x8"x16" (NOMINAL) CMU WITH 4" (NOMI SECURE PIPE COLUMN AT DESIGNATED INAL) BRIBK VENEER AS SHOWN. HORI— MUL.LION LOCATIONS DIRECTLY TO CON- ZONTAL JOINT REINFORCING AT 1611 O.C. CRETE SLAB WITH 3x3x1/4" ANGLE WITH VERTICAL. INTERIOR WALLS TO RECEIVE 1/211 BOLTS TO COLUMN AND SLAB, AND INSULATION BOARD ON METAL FURRING ABOVE TO STEEL JOIST 3x4xl/4" CLIP SYSTEM AS SPECIFIED EXCEPT AS NOTED ANGLE, 4'-4" LONG. BOLT ANGLE TO OTHERWISE. JOIST WITH 3/8" BOLT AT BOTTOM CORD OF TRUSS JOIST AND 3/4" THRU—BOLT 02. AT COOLER -VAULT, PROVIDE 1/2" GYPSUM AT TOP OF PIPE COLUMN AS DETAILED. BOARD ON 2x4 FURRING STRIPS AT 1611 O.C. HORIZONTALLY ON CMU VAULT WALLS. FRAME- TRANSOM ABOVE STQREFROfIT. (SEE ROOM SCHEDULE FOR'FINISHES.) 13. FABRICATE WITH STAGGERED 2x4 STUDS 03. BOND BEAM. TWO CONTINUOUS COURSES NOTCHED TO RECEIVE CONTINUOUS 2x8 OF LINTEL OR KNOCK —OUT -'BLOCK FILLED BOTTOM PLATE AND 2x4 TOP PLATE. WITH PEA GRAVEL CONCRETE (3000 PSI) BOTTOM AND TOP PLATES SHALL BE REINFORCED WITH 2 #5'S TOP AND BOT- BOLTED TO STEEL COLUMN WITH 3/411 TOM. RECESSED BOLTS. STOREFRONT BULKHEAD. 14. FACE BOTTOM OF FRAME WALL WITH 2x8 CONTINUOUS PLATE, SCRIBE AROUND 04. 8"x8"x16" (NOMINAL) CMU WITH 4" BRICK COLUMN AT COLUMN LOCATIONS. DO NOT VENEER. PROVIDE FHA BLOCK TO ALLOW PROVIDE SPLICE IN CONTINUOUS PLATES FOR ROWLOCK BRICK SILL. FOLLOW OUT — ON BOTH FACES OF COMMON COLUMN. SIDE CONTOUR OF FHA BLOCKING WITH ASPHALTIC BASED THRU-WALL FLASHING 15, SHEATH EXTERIOR FACE WITH 1/2" AD BETWEEN BRICK AND CMU TO EDGE OF PLYWOOD AND PAINT IN ACCORDANCE SLAB. WITH COLOR SELECT SCHEDULE. 05. WEEP BRICK AT SLAB AT 3 COURSE INTER- 16. TYPICAL COPING AT TOP OF MASONRY VALS HORIZONTALLY. I PARAPET. PRESSURE TREATED 2x12 BOLTED TO TOP OF CONCRETE MASONRY 06. PROVIDE 2x6 CONT. ABOVE BLOCK AND WITH ANCHOR BOLTS AT 48" O.C. SHIM WRAP WITH .050" ALUMINUM BREAK METAL EXTERIOR FACE WITH PRESSURE TREATED STOOL MATCHING STOREFRONT FINISH. 1x2 AT TOP OF.MASONRY FOR POSITIVE SLIP UNDER SASH A MINIMUM OF 1/2". SLOPE TO INTERIOR ROOF SURFACE. PROVIDE ALUMINUM FASCIA CLIP AS 07. PRI=FABRICATED.WQOD, TRUSS —LIKE; ILLUSTRATED FOR ANCHORING CONTINUOUS BRACKET FOR CANOPY AT 2'-O O.C. BREAK METAL ALUMINUM COPING. ALL SECURE AT BOTTOM LEG WITH.TRUSS JOINTS IN COPING SHALL CONFORM TO HANGER TO 3 PRESSURE TREATED 2x4'S DETAIL 7-9.2. CANT. BOLTED TO I=BEAM AT 4'-0 Q.C. WITH 1/2"' THRU`-BOLT 6" LONG. SECURE 17. PROVIDE 4x4x3/8"x4" BEARING ANGLE CONT. AT TOP WITH TRUSS ANCHOR ATTACHED TO IN TOP OF CONCRETE MAONNRY BOND CONTINUOUS PRESSURE TREATED 2x6 BEAM WITH 6" x 3/8" WELDED A,"1CHOR BOLTED TO ROOFJOISTAT 4'-0 D.C. j BOLT CAST INTO CONCRETE MASONRY BOND WITH 3/8" THRU—BOLTS. BEAM AT EACH JOIST BEARING LOCATION. — I PRE —DRILL VERTICAL LEG TO RECEIVE 08. MANSARD CANOPY. SHEATH FRONT OF PAR — ANCHOR BOLTS FOR FASCIA APPLICATION APET FACE WITH l/2" CDX SHEATHING. AT REAR WALL. - COVER WITH ONE LAYER OF 30# BROWN ' FELT ON SLOPING FACE PRIOR TO INSULA- 18. REAR WALL FASCIA�CONDITION. DOUBLE TION OF PREFABRICATED'ALUMINUM SHING- 2x6 PLATE BOLTED TO JOIST BEARING LES. PROVIDE MATCHING BREAK METAL ANGLE WITH 3/4 " ANCHO.R BOLTS.AT 48 ALUMINUM COPING OVERTOPOF PARAPET O.C. ATTACH PRESSURE TREATED 2x8 AND SECURE AS SHOWN. PROVIDE, `WATER — TO LAP JOINT BETWEEN SUB -FASCIA AND PROOF 'FACING ON ROOF SIDE OF PARAPET MASONRY. ATTACH VERTICAL LEG OF, a IN ACCORDANCE WITH SPECIFIED ROOF WALL GUTTER TO PRESSURE TREATED 2x8 INSTALLATION RECOMMENDATIONS TO FASCIA AND LAP WITH CONTINUOUS ALUM— UNDERSIDE OF ALUMINUM COPING FOR COM— INUM GRAVEL DRIP AS SHOWN. PROVIDE PLETE WEATHERTIGHT INSTALLATION. MINIMUM 1/2" DIFFERENCE BETWEEN TOP ELEVATION OF GUTTER AND BOTTOM ELE— TYPICAL FASCIA BENEATH MANSARD. VATION OF GRAVEL DRIP. PAINT UNDER— SIDE OF 2x8 WHERE EXPOSED TO HIND 09, CREATE FRAME WITH 1/2° PLYWOOD ROOF GUTTER CONDITIONS. SHEATHING OVER 2x4 AND 2x8 CONTINU— "T19:-^ROOF DECKING REARING ANGLE. 3-1/2" x OUS SUB —FRAMING. PROVIDE MINIMUM 21 3" x 1/4" ANCHORED AT 4'-0 O.C. WITH` LAP BETWEEN JOINTS IN PLYWOOD AND 1/2" BOLTS. (TYPICAL AT EACH SIDE ; SUBFRAMING. SHEATH EXTERIOR FACE j WALL) ! , WITH ALUMINUM BREAK METAL, COLOR TO MATCH WALL TRANSOM OVER STOREFRONT. 20. 2x6 NAILER CONTINUOUS AT PARAPET " WALL TO SECURE WOOD CANT. 10. SECURE LEADING EDGE OF BREAK METAL BENEATH BASE COURSE OF ALUMINUM 21. INTERIOR FINISH OF TRANSOM. 1/2" SHINGLING AND BENEATH LAY -IN PER— PLYWOOD OVER FRAMING. COVER WITH FORATED SOFFIT PERIMETER CHANNEL. INSULATION BOARD ON METAL FURRING I SYSTEM. FINISH WITH FRP MARLITE PANELING. f 22. TRUSS:: BEARING AT CMU FRONT WALL. NOTCH MASONRY UNIT AND PROVIDE 8x4x j 3/8" BEARING PLATE TO TOP OF CONCRETE. ELEVATION,ATTOP OF PLATE TO MATCH W21-44 BEAM ELEV. ANCHOR PLATE WITH 4 4" x 3/8". WELDED":ANCHOR BOLT ,CAST - INTO CONCRETE. GROUT ENTIRE OPEN WFRR INn IN CMII AS SHOWN . ' 10 Rear Wall Anchortl. Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898-9211 1720 Westminister Drive Denton, Texas 76201 (817) 566 - 3723 r 12!0 11 2✓ 2G 20 2A 28 2C 2E 2F 28 2A 2✓ ZH 1 Aluminum Storefront 3/8/1=/'0 0 5TOKE MHT 5T51FM O �i MR 7 VII11 1A it 7 _yQ.', FRONT PL, BACK FLA7E 07 IfTidel" Safe Detail 1 y2„ ,1-D 1, - 5EE PLAN WALL K11,1I5,W g'-11 ,t - FIN CL6. SECURE TO ABOVE , TOP OF SHED TKIM 2X4 2-2X4 P 220"O.C. 8 Storage Shelf Detail 01. 8"x8"x16" (NOMINAL) CMU WITH 4" (NOMI INAL) BRICK VENEER AS SHOWN. HORI- ZONTAL JOINT REINFORCING AT 16" O.C. VERTICAL. INTERIOR WALLS TO RECEIVE INSULATION BOARD ON METAL FURRING SYSTEM AS SPECIFIED EXCEPT AS NOTED OTHERWISE. -3f4"o HODS (COUN7E)v SUNK) Jamb Jamb 9 Head 3 =l 5-„rl-o" 3'IL nn. %2'�Cyr " ,/4x2'/4'' CA51NO (4 %2'f Ib GA. ET& W W5 y2"X Oil I I�A n -2Z 5 -DOUBLE 5TLID5 3/4"C-D PLYWOOD NO DATE REVISION DESCRIPTION Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 �" 1720 Westminister Drive allDenton, Texas 76201 1817) 566 - 3723 mb \ DR THE SOUTHLA D CK SET SADDLE IN CAULKING .0 0 R P GP A T I O N APR AATG J Storefront Details Jamb CHead Similar) Int Jamb (Head Similar) Jamb (Head Similar) Metal Saddle 2 4 3, I�p�� 6 3, i3O,� 10 3I1 0„ I I I/2 SCALE HALF SCALE AF 1749G COPING FACE OF CALV Bf PAWS em IB" 23. - \T- - P Parapet End_ 2 ►r2°40° MTEK Flashing Detai I Cad Sign Hoo d N .Ts. Roof Portal System �-T� N.T5. 5 Flashing Detail N TS. 1 ' 06. 0 I Coping Cover 7 NTS. Typical Pipe Flashing 3 =1-0 11 MX4,z 10 Sign Framinc. MECHANICAL UNIT ON i L COHT. bM OF SEALANT Section/ Detail (:E ui ment Rail Mech. Curb Shim 6 N.T5. 11 ly2„�,o • ,-12. PORTAL CLEAR OPENING TO BE 1'-0" x 1-1-=0", Ol TRIM CAP TO MATCH SHINGLE COLOR. FRAMED BY 2' x 8" P.T. VERTICAL AND 2' x 611- HORIZONTAL SECURED TO METAL DECK. CON- fiJfi 02. TURN TOP OF SIGN HOOD UP UNDER SHING TINUOUS CANT STRIP TO BE CUT FROM 2' x 6" ;i LES A MINIMUM OF 4". P.T. BRING BASE FLASHING 2" (NOMINAL) ABOVE TOP OF CANT. 03. 24-GA. GALVANIZED STEEL FLASHING. EXTEND FROM INSIDE FACE OF HOOD TO 4" 13. BREAK METAL HOOD WITH FLEX -TUBE OR SHEET OUTSIDE AND BENEATH SHINGLES. BEND METAL COLLAR. SLOPE PIPES AWAY FROM HOOD. IN AS SHOWN FULL LENGTH OF HOOD. \ kk ,a t4. METAL COPING CLEAT ANCHORS 32" O.C. EACH 04. ALUMINUM SHINGLES INSTALLED OVER ONE s SIDE WITH A MIN. COVER OF 1-1/2". LAYER OF 15# ROOF FELT. 15. NAIL 4" O.C. (BASE FLASH TO NAILER). 05. BOTTOM FLANGE OF SIGN,HOOD TO REST ON OUTSIDE OR ON TOP OF BOTTOM ROW ,2 16. FELT STRIPS AT LAPS. OF SHINGLES AND BE PAINTED TO MATCH i SHINGLES. ,17. BUILT-UP ROOFING SURFACED WITH GLAZE COAT ` OF AQUADAM AND TYPE B FIBRATED AND ALUMI- 06. R.P.S. GALVANIZED EQUIPMENT RAIL COM- P e Stand NUM ROOF COATING. PLETE WITH WOOD NAILER AND FORMED D - COUNTER FLASHING ANCHORED WITH'WOOD N T5. 18. ASBESTILE - TO -FEATHER EDGE ON BOTH SIDES SCREWS. EQUIPMENT INSTALLER SHALL OF FELT. FURNISH AND INSTALL ALL NECESSARY LEVELING, SHIMS AND RUBBER VIBRATOR ,19. METAL COPING JOINT COVER PLATE 8'-0" O.C. ELIMINATOR DEVICES TO PROPERLY LEVEL ALL LEGS AND SKIDS. STRAP ALL UNITS :20. ASBESTOS FINISH FELT FOR BACKER SHEET. TO SKIDS AT ALL4, LEGS WITH METAL CUT SHORT 4". STRAPS AT SIDES ONLY. 21.' VEyRTICAL 2x8. ATTACH TO END OF CMU 07. 26-GA. GALVANIZED COUNTER -FLASH COL - WALL. EXTEND FROM TOP OF PARAPET TO LAR AND STAINLESS STEEL CLAMPS. SET CONTINUOUS 2x8 AT ROOF'S EDGE. FLASHING IN BEAD OF SEALANT OVER 22- GA. GALVANIZED PIPE COLLAR WITH SOL- 22. PROVIDE 2x4 AT BRICK EDGE BEHIND CAP DERED JOINTS. COVER FLANGE WITH TWO FLASHING,ONLY' FLUSH -OUT WITH 2x8. LAYERS OF FINISHING FELT SET IN ROOF- ERS CEMENT. SET PIPE COLLAR IN COAT- 23. GALVANIZED BREAKMETAL COVER. WRAP ING OF ROOFERS CEMENT. VERTICAL 2x8 NAD WOOD CANT AS SHOWN. SECURE TO 2x8 WITH CONCEALED FASTEN- FASTEN- pg, SECURE' IRON OR RIGID COPPER FOR GAS ERS. PROVIDE DRIP EDGE AT BOTTOM PIPE, CONDENSATE DRAINS OR ELECTRI- EDGE TO MATCH CONTINUOUS DRIP EDGE CAL CONDUIT AT MINIMUM 5'-0 CENTER E I - AND LAP A MINIMUM OF 6 ALLOW SPACING. ANCHOR LOOSELY WITH METAL ROOFING MATERIAL TO COVER ALL STRAP TO 4" x 4" x 12." REDWOOD OR EXPOSED SURFACES ON INTERIOR OF TREATED FIR. SET IN 24-GA. GALVAN- PARAPET. IZEO PITCH PAN WITH SOLDERED JOINTS THROUGHOUT AND FILLED WITH ROOFERS ! CEMENT. PITCH PAN IS TO FORMA WATER- TIGHT SHEET METAL BOTTOM. COVER FLANGE WITH TWO LAYERS OF FINISHING FELT ANCHORING TO DECK AT 3" O.C. PROVIDE FULL COATING OF ROOFERS i CEMENT. SET PITH PAN ON TOP OF ROOF i MEMBRANE. - : - 09. ALUMINUM COPING JOINTS AT 814 O.C. r SET HORIZONTAL EDGES OF COVER PLATE IN BEADS OF SEALANT. 10. GALVANIZED.METAL COUNTER=FLASHING BY GENERAL, ONTRACTOR,...INSTALL PRIOR " TO INSTALLATION OF MEACHANICAL'UNITS,.'' 11. PROVIDE WOOD NAILER AS PART OF CURB 40 WOOD CANT STRIPS. USE WOOD LEVELINGo; k SHIM ON 3 SIDES, RIP FROM 2x ON SITE - AND LEVEL TOP EDGES OF MECHANICAL CURB. Section / Detai I 12 Mech. Curb Shim 13 Curb Shim Elevation NTs. NO DATE REVISION DESCRIPTION Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566 - 3723 A F 1 749G Compressor For Ice -Maker AIn11 For Vault Condensing -r'n u For Storage Freezer Compressor and Compressor For Upright Low Temperature Freezer Compressor For Upright Freezer R ` c'n,, 0 16 I \1 1 Roof Skid Plans (I Roof Plan :Dj 114-4-61" m 5 4 :)Com re PI�EFIN. ALUM. S!-MLE5 2X45 Ff�AMING 22 GA, GAY I. COPNO UNPW / MANWV FE LT5 � CAr FLAf400 4n MIN. Mansard Roof an Parapet ACOLK CM67- 1 JON_0 MOD# 400 J- ft DBack Room Fan 2 —> INTO ATTIC CEILING GML6 01. J-WALK PLANK ROOF TOP WALKWAYS. 12" x 24" x 112" INSTALLED OVER ROOFING MEMBRANE. USE 12" x 12" HALF PLANKS WHERE INDICATED. LEAVE 6" OPEN JOINTS BETWEEN UNITS FOR POSITIVE DRAINAGE. SET IN ROOF CEMENT AS RECOMMENDED BY JOHNS MANVILLE MANUFAC- TURE. 02. ROOF PORTAL. REFER TO 4-9.2. 03. TYPICAL PIPE FLASHING. REFER TO 9-9.2. SEE PLUMBING PLAN FOR SIZES. 04. ROOF MOUNTED COMPRESSORS AND EQUIPMENT - SEE ROOF PLAN FOR LOCATIONS. 05. ROOF PORTAL. 06. REFRIGERANT ELECTRIC LINES FROM UNIT TO PORTAL. 07. 4" x 4"0 ROOF DECK OPENING AT (L OF PORTAL LOCATIONS. SEE ROOF PLAN. 08. ROUTE ELECTRIC AND REFRIGERANT LINES TO EQUIPMENT. 09. FINISHED ROOF. .1 r' NO DATE REVISION DESCRIPTION Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566- 3723 ~ A F 1 749G 01 C` AY Z_:A/�f� is/oG'EG , f��offi� S.E,E p�N 20 Gate Valve in Sidewalk 0 - �, PlumbingPlan 6I114:,,o �f P//G Lor1/G sGtrE�i� NAGS SLOE : ��•%PEr��T Syrup Line Chase Dotdil NTS T �I 12,1�re l�' P4 2 n 5 co ,Plumbing Riser Isometric N.T.9. SLOPE I oGW/ V 70 e' IiY/T r / 01. ALL WORK SHALL COMPLY WITH LOCAL PLUMBING CODES., 02. PLUMBING CONTRACTOR SHALL MAKE CONNECTIONS TO ALL EQUIPMENT INVOLVED. 03. PROVIDE SHOCK ABSORBERS, FACTORY FABRI- CATED, STAINLESS STEEL AS MANUFACTURED BY "JOSAM" #75007 AT EACH FIXTURE GROUP. 04. PROVIDE ISOLATING VALVE AT EACH PLUMBING FIXTURE UNLESS PROHIBITED BY LOCAL CODES. 05. WATER LINE SERVING SLURPEE MACHINE TO HAVE 45 P.S.I.WATER PRESSURE. 06. ALL PIPING AND CONDUITS SHALL BE MINIMUM 30" BELOW FINISHED GRADE OUTSIDE OF BUILD- ING. 4Ge 07. EXTEND 4" SEWER TO MAIN. SEE SITE PLAN FOR LOCATION WHEN SEWER MAIN IS LOCATED AT SIDE OR REAR OF STORE, WASTE PIPING SHALL BE SIMILAR WITH FLOW DIRECTION �2 REVERSED OR OTHERWISE REVISED TO FIT CON- DITIONS. �09. 1" PVC DRAIN THROUGH COOLER WALL. SEAL 7v5 BOTH SIDES DRAIN INTO FL. DRAIN. PROVIDE 1" AIR GAP BETWEEN PVC & F.D. 10. ELL DOWN INTO GUTTER. STRAP ANCHOR AT GUTTER. 11: GATE VALVE FOR SLURPEE ONLY. ALL OTHER UNDER COUNTER TO BE GLOBE VALVES. 12. STUB -OUT PAST CONCRETE PARKING APRON FOR GASOLINE ISLAND AND MARK FOR GASOLINE CONTRACTOR. /13. PROVIDE DEEP SEAL TRAPS ON ALL FLOOR 7`a DRAINS. •9L f'�ii/�TiY9T/oi ✓ U l �8 /Y 5G'c'T/oiY 00 � / r• OOO 78 LoiyG s�,irG-�� ) �G.BoGf/ 00 7/e \ �1 �oM /LS 7 7 Cai% � Tr9/dE✓o%YTS. Refrigerant a Piping Isometric NT-G. NO DATE REVISION DESCRIPTION PLUMBING FIXTURE SCHEDULE MARK ITEM SERVICE DESCRIPTION ,� Fugleberg Koch Associates P-1 W.C. C.W. Amer. Stand. Cat. No. 2122. 448 "Cadet" siphon jet, close -coupled tank w/ Architects and Planners 5330.048 _ "Open" Seat & 8231 .011 angle stop, white. No cover. 1600 East Amelia Street P-2 W.C. C.W. Amer. Stand. Cat. No. 2108.062 "El Cadet" 18" rim height, siphon jet, Orlando, Florida 32803 close -coupled tank W7 5330.048 "Church" seat & 8231.011 angle stop, white (3051 898-9211 P-3 Lay. H&C Amer. Stand. Cat. No. 4869.016 "Regalyn" w/pop-up drain, 19" x 17 cast - Water iron, w/2248.524 faucet & 8231.011 angle stops, white. Provide anti- 1 720 We st ministe r Drive vandal bracket supports. _ Denton, Texas 76201 P-4 Hand H&C Stainless steel lavatory furnished with counter "C", complete w/faucets (81 71 5 6 6 - 37 2 3 Lay. Water & drain pipe. Contr. shall provide 8231_.011 angle stops and "P" trap. Sink will be under countertop. G.O. Clean- - Josam Series 8010 adjustable floor cleanout w/satin finish brass to p = P-5 3-Comp H&C 3-compartment stainless steel sink; ea. compart. 16" x 24" x 14" D. w/ THE SOUTHLAND 239 CK Out recessed for floor tile (-12). Size -same as pipe; see plan. Sink Water 20" x 24" drainboard, right side & 8" backsplash. 6'-0" min. overall length. Self-supporting, NSF approved. CORPORATION APR W.B. Hose - Hose bib w/vacuum breaker, Wade Series W-8605. Design temp. 35°. DATE Bib Up with only Wade Series W-8605. Design temp. 350. ' P-6 Mop H&C Fiat MSB-2424 w/stainless steel drain w/strainer & lint basket. Provide H.W. HW&CW - Underfloor water piping; Type "L" co er with no joints below floor. P P 9 � yP PP Sink Water #830-AA service faucet, 28" A.F.F. seal basin at walls w/silicone sealer 7-11 STORE Bldg. 604 0IPROJ C.W. Piping All other water piping to be Type "M" copper, CPVC plastic or ABS P-7 W.H. H&C Day & nite electric water heater, Model 40 SRD-1, 12-Gal. capacity, plastic. Water 240V, 1 PH, 9.OKW. PLUMBING Drain - Underfloor waste drain piping; service -weight cast-iron or type DWV P-8* Floor - Josam Series 200-A floor drain w/integral trap & adjustable polished Piping plastic pipe. Above ground waste & vent piping; DWV plastic pipe. Drain nikaloy strainer; size as indicated on plans. See note 13. PLAN *Provide deep seal traps on all floor drains. (Trap primers shall not be used unless p-9* Floor - _ Josam 202-36A floor drain w/integral.trap & adjustable type E2 polished required by local code and then only where absolutely mandatory.) Drain nikaloy funnel strainer. See note 13. of AF 1749G FLOO�L/GNr FURN/5fJE0 � lNSTALGEp 13107ff�R5 C R Power Distribution Plan SC. 4=1Z LIGHT &A FOOD STORES OPEN Z 4 1 HOUR; 8"X6`A% 57EEL lug OR A�OUAL 0 C00q,CrE FE9'0 FKOh5frr POLE 4"ff % og5o I I cn 2'i l I � WELOEP PLATE ON BOTTOM NOTE: 'SEE SHOP DWY5. I3Y TEXTILE INC. MOPEL--80 FOR SOUTNLAHD COXf FILE NO. TE-9.qf- 13 Pole Sign 5 N7y. 13. UNIT M-1, COMPRESSOR FOR COOLER VAULT AIR- COOLED. ELECTRICAL CONTRACTOR SHALL FUR- NISH AND INSTALL W.P. DISCONNECT SWITCH, 60A, 3PH. FOR 5-HP UNIT, 35.6 FLA, 208/ 240V, 3PH, (RUN POWER FROM THIS UNIT TO FAN MOTORS ON FAN COIL UNITS IN COOLER) ELECTRICAL CONTRACTOR SHALL RUN WIRE AND CONDUIT AND MAKE CONNECTIONS TO UNIT AND FANS PER CONTROL PANEL DIAGRAM. 14. J-BOX WITH FLEX CONDUIT FOR FREEZER CASES; 120/24OV, 1 PH, 16A. EACH CIRCUIT RECESS J-BOX ABOVE FREEZER CASES, PROVIDE FINISH COVER. 15. CONVENIENCE OUTLET FOR ICE MERCHANDISER RECESSED ABOVE. SINGLE RECEPTACLE WITH COINER PLATE. 16. ELECTRICAL CONTRACTOR SHALL INSTALL WIRE AND CONDUIT TO HVAC THERMOSTAT, MECHANI- CAL CONTRACTOR SHALL MAKE CONNECTIONS. 17. RECESS J-BOX. PROVIDE FINISH COVER. 18. WEATHERPROOF 30A, 2P. DISCONNECT SWITCH FOR REFRIGERATION COMPRESSOR/CONDENSER. 19. DISCONNECT SWITCH; 60A, 3P. 20. ROOF PORTAL FOR CONDUIT AND PIPING. (bYG.Q 21 . 22. CENTER SALES COUNTER FURNISHED BY OTHERS. -24 . SURFACE -MOUNTED RECEPTACLE OR TYPE REQUIRED OR NOTED IN LENGTH, VERIFY ALL LOCATIONS FOR RECEPT. 24. CONDUIT, WIRING, JUNCTION BOX, RECEPTACLE AND FACE PLATE BY ELECTRICAL CONTRACTOR. 25. APPROVED LOCATION OF DUPLEX RECEPTACLE ON CENTER BOARD OF NON-FOOD COUNTERS. 26. PRE-DRILLLED 1" 0 HOLE IN COUNTER BY MAN- UFACTURER. 27. WALKER DUCT SHALL BE OMITTED UNDER CASH CONTROL. Typical Installation Details of Service Fiting To Walkerduct Typical Wiring Installation of Counter Sales Cabinets 3. 01 • 1W..j 01. ELECTRICAL CONTRACTOR SHALL VERIFY TYPE OF - SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) PRIOR TO SUBMITTING ANY BID PROPOSAL. ELECTRICAL CONTRACTOR SHALL VERIFY METER- ING IN ACCORDANCE WITH LOCAL POWER COMPANY REQUIREMENTS FOR GENERAL SERVICE RATE. ELECTRICAL CONTRACTOR SHALL REQUEST POWER COMPANY TO PROVIDE 120/24OV, 3HP, 3-WIRE SERVICE or 120/208 30, 4W SERVICE. IF FOR ANY REASON SERVICES ARE NOT AVAILABLE, THE ELECTRICAL CONTRACTOR SHALL NOTIFY 7- ELEVEN CONSTRUCTION MANAGER IN WRITING PRIOR TO SUBMITTING A BID. 02. ELECTRICAL CONTRACTOR.SHALL BE RESPONSIBLE FOR EACH ITEM OF EQUIPMENT BEING CONNECTED TO THE PROPER CIRCUIT. LABEL EACH OUTLET BOX FOR OWNER'S FUTURE USE. 03. ALL WIRE #4 AND LARGER SHALL BE COPPER WIRE, THW RATED FOR 75 F. ALL WIRE #65MALLER SHALL BE COPPER WIRE, TW RATED 60 F. 04. OUTLETS ON COUNTERS; ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL RECEPTACLES WITH STAINLESS STEEL COVER PLATES AND 12-3 TYPES SO FLEX CORDS IN CONDUIT AND BOXES ON COUNTERS (SEE DETAIL). ELECTRICAL CON- TRACTOR SHALL FURNISH AND INSTALL MATCHING PLUGS FOR CORDS. 05. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL TWIST -LOCK RECEPTACLES FOR "SLUR - PEE" MACHINE AND FOR MICROWAVE OVENS. ELECTRICAL CONTRACTOR SHALL FURNISH AND .INSTALL MATCHING PLUGS FOR CORDS. 06. CHECK WITH 7-ELEVEN CONSTRUCTION MANAGER FOR MAKE OF SLURPEE MACHINE TO BE INSTALLED. SLURPEE REQUIREMENTS: TAYLOR; REQUIRES 2-30A, 3-PH, CIRCUITS FUSED 20A, FLA 8.02/CIR. CORNELIUS: RE- QUIRES; 1-30A, 3PH. CIRCUIT, FUSED 30A, FLA 20A. 07. FURNISH AND INSTALL 10' LONG COPPER CLAD STEEL GROUNDING RODS AND PROVIDE SEPARATE GROUND FOR RECEPTACLES FOR CASH REGISTERS AND CASH CONTROLLER. SEE NOTE 1#4 FOR OUTLET CONNECTION DETAILS. 08. CONVENIENCE OUTLET FOR ICE CREAM NOVELTY CABINET. DO NOT SET BOX UNDERNEATH. 09. OUTLETS FOR COFFEE MACHINE AND HOT CHOCO- LATE MACHINE. SEE NOTE FOR CONNECTION DETAILS. 10. OUTLETS FOR MICROWAVE OVENS. SEE NOTE #5. 11. JUNCTION BOX ON CEILING OF COOLER. 230V/ (208v), 1PH, Q.64A FOR 3-MM-44 COILS WITH 3 FAN MOTORS, EACH IN BLOWER COILS, WIRED DIRECTLY TO UNIT M-1 CONDENSING UNIT ON ROOF. ELECTRICAL CONTRACTOR SHALL CONNECT MOTORS, THERMOSTAT, SOLENOID VALVE AND THERMAL OVERLOAD SWITCH. 12. W.H. BELOW COUNTER EQUIrMENT CONNECTION 5CHEPULE I MEP. TEMrt:IZATUKE N0.7 2 LOCO TI=MF�E'f'ATUK1 WI:EZ5)Z NO. (a ' 3 LOW TEMMIi ATUIZE �1rE7F_K 4 ICE- MAKeK 5 C0140tNsrN0, OMIT NO I DATE I REVISION DESCRIPTION 19 Fugleberg Koch Associates CoArchitects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 (8171 566 - 3723 A F 1 749G ,.Lighting 8 Reflected Ceiling Plan - LIGHTING & FIXTURE SCHEDULE TYPE MANUFACTURER & LAMPS FIXTURE DESCRIPTION CATALOG NO. -(A9 SPECIFIED OR EQUAL) A METALUX SS-296U 2F96T12/CW FLUORESCENT COMMERCIAL STRIP; BAKED WHITE ENAMEL FINISH CBM/ETL--CLP B FLUORESCENT, COMMERCIAL STRIP BAKED METALUX SS- 248 2F40T12 WHITE ENAMEL FINISH CBM/ETL CLP . C METALUX SS-196 1F96T12 CW FLUORESCENT COMMERCIAL STRIP; BAKED WHITE ENAMEL FINISH, COLD WEATHER BAL. D LITECRAFT #rL 150 W. VAPORTIGHT GASKETED W/WHITE OPAL —866 INCAND. GL. COMPLETE W/ GUARDS E 100W.� H.P. WALL MOUNT HPS OUTDOOR FIXTURC SODIUM FURNISHED BY 7—ELEVEN FL BROAN # 679 70 CFM 1.6 0-W FAN/LIGHT COMBINATION G PROGRESS 150 W. SURFACE MOUNTED W/LEXAN COVER/ #P 5791-68 INCAND, DIFUSER l 0 10 W. a ELECTRICAL LEGEND a SYMBOL DESCRIPTION INCANDESCENT LIGHT FIXTURE, CEILING MOUNTED INCANDESCENT LIGHT FIXTURE, WALL MOUNTED rLUORESCEN( LIGHT FIXTURE CIR C LIN E - FLUORESCENT LIGHT FIXTURE, S SINGLE POLE FLUSH TOGGLE SWITCH W/PLATE, IVORY S P SINGLE POLE FLUSH TOGGLE SWITCH W/PILOT LT. FURNISHED W/VAULT ST TIME SWITCH; 120V., 20A. "OFF TYPE", 0-30 MIN., MARK -TIME MODEL 90, 006, M.H. RHODES, INC. 0 DUPLEX RECEPTACLE, HUBBELL #5352-1, W/PLATE, :VORY © SINGLE RECEPTACLE,-BRYANT #74560, W/PLATE, IVORY & #74573 PLUG 0 SINGLE RECEPTACLE, BRYANT #74560, W/#74573 PLUG, IN FLOOR RECEPT. BOX -e- SINGLE RECEPTACLE, BRYANT 71030 FR, W/631030 NP PLUG IN FLOOR RECEPT. BOX 0 U JUNCTION BOXES ® T� THERMOSTAT, -FURNISHED BY MECH. CONTR. CONDUIT & WIRE BY ELECT. CONTR. a TELEPHONE OUTLET, PROVIDE 112" C. W/PULL WIRE FUSED DISCONNECT SW. PROVIDE FUSETRONS OF SIZE REQ-D BY EQUIP. MFGR. w P, WEATHERPROOF ELECTRIC MOTOR; SIZE'AS INDICATED ® EXHAUST FAN; NUTONE MODEL 8310 W/876 DUCT & 836AL & 837AL CAPS, OR EQUAL, 180 CFM F HEATING STRIP; 11.52KW, FURNISHED W/A/C UNITS; PROVIDE FUSED DISCONNECT SW. ® SINGLE RECEPTACLE; BRYANT 71030 FR, W/PLATE, IVORY & 71030 NP PLUG O SEAL -OFF FITTING W/COMPOUND, IN CONDUIT ® -SINGLE RECEPTACLE; HUBBELL 2720 W12721 PLUG, IN -FLOOR RECEPT. BOX C DUPLEX GROUND FAULT RECEPTACLE; BRYANT #GFR52FT-1, W/PLATE, IVORY S PE PHOTOELECTRIC SWITCH; FURNISHED BY 7-ELEVEN. SD DIMMER SWITCH; SP, 5.OA, 120V., P&S #600 W/IVORY COVER. ILI I — I � AAM!hiAnrfHIV LIVfT IVIYIH IATlVInBMAIV ff 1In9IV nrIY19 I-6V 'YAW • 01. VAPOR PROOF LIGHTS AND PILLET SWITCH FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. SEE LIGHTING FIXTURE SCHE- DULE. THREE LIGHT FIXTURES ARE FURNI- SHED BY COOLER MANUFACTURER. _ 02. JUNCTION BOX ON TOP OF COOLER FV_ DOOR LIGHTS, ELECTRICAL CONTRACTOR SHALL MOUNT 18 MULLION LIGHTS (12-Dv, 50 W EA.) INSTALL REMOTE BALLASTS ABOVE DOORS M'0 INSTALL FIX- 'TURE RACEWAYS. MULLION LIGHTS, BALLASTS AND RACEWAYS 'FURNISHED BY COOLER DOOR MAUNFACTURER. 03. JUNCTION BOX ON CEILING OF COOLER FOR DOOR WARMERS FURNISHED BY COOLER DOOR MANUFACTURER. ELECTRICAL CONTRACTOR SHALL SET JUNCTION BOXES AT EACH DOOR AND CONNECT 12 DOOR WAR.",ERS (120V, 1OW EACH). 04. ELECTRICAL CONTRACTOR SHALL PROVIDE LA- BELS WITH TYPED DESCRIPTIONS OF CIRCUITS FOR MAIN DISTRIBUTION PANEL AND ALL PANELBOARDS IDENTIFYING ALL CIRCUITS. 05, PHOTOELECTRIC SWITCH FOR LIGHTS ON CIR- CUIT ;-3 (FIRST ROW OF LIGHTS), PROVIDE ADJUSTMENTS AND SHIELDING AS NECESSARY TO ENERGIZE LIGHTS AT LOW LIGHT LEVEL (APPROX. 30 FC) BUT NOT TO DE -ENERGIZE WHEN LIGHTS COME ON. SEE PHOTOELECTRIC DIAGRAM. 06. ANTI -CONDENSATE HEATER CONTROL FOR REACf IN DOORS. CONTROL UNIT FURNISHED BY 7- ELEVEN, CONNECTIONS BY ELECTRICAL SUB CONTRACTOR. 07. RECEPTABLE INSIDE ROOF CURB FOR MOTOR CONNECTION. 08. SEE SITE PLAN FOR LOCATION OF POLE SIGN AND FLOODLIGHTS. ELECTRICAL CONTRACTOR SHALL MAKE UP CONNECTIONS TO SIGN AND LIGHTS,AND SHALL VERIFY SIGN LO.CATION WITH SIGN COMPANY. 11 NO I DATE I REVISION DESCRIPTION I Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171566 3723 A F 17490 3-500 MCM 3 I/2°C 1- 300 MCM (NEUT) O PO OR UTILITY CO. SHALL FURNISH CT & METER AS ON DEVICE WHEN POSSIBLE. 400 Al 3P 4W7 313 3 -350 AF CLASS J CT GROUND- PER N.E.C. ART. 250 I.-4'C TO PAD XFMR OR POLE FOR UND. GR. FEEDER WIRE SIZE a COUNT AS ABOVE MS WL IF REQUIRED BY ' LOCAL CODE, PROVIDE EXTERIOR DISCONNECT ,8x8 WW 3-1/07 2`o C fel,11/2 11 C 150 12 /2 F 1 120/240 20/240 10 I� B A 2 C - 3"* 6 50/2 120/24�0 C PHOTO CONTROL rPE CONTROL, NEMA I 8 P/30A7120 V COIL WITH BYPASS SWITCH FOR SPE C-1 V IVXluWW � ❑ WC�ID C.O>`1bVlT W I"IEi T>-1� AT TOO 11 ADD SIGN TO PNL "DO NOT USE FOR THIS PANEL FOR 120 V LOADS` 3-4/0 MCM7 311C 225 /3P, 257000 A.I.C. 3 0 13 W WITH rGFROUND I of 1 50/3 120/240 OPEN A O O ® O O O O O 10 II 12 13 14 50 50/1i 30/3 30/3 30/3 30/3 30/2 30/2 3 0/2 20/2 30/2 100/3 100/I3 SPACE U U MS- - -- v --- - -- - - N --�------� c� 3 10 r i V F 3 -\� = THW 1/2°C 3 _ ~ I- 0 F F s F F I' F 3 0 N F N o F M r 2 2 HT HT COMPR. COMPR. COMPR. COMPR. W.H. COOLER A/C -I A/C-2 A/C -I A6/C-2 VAULT STRIP 10'KW MAIN DISTRIBUTION PANEL PANEL "C, 1?o/2.40 3P, 3W) W ITH GRoU'It� 6AS PUMP •ICI 5UOVA SEE LIGHTING PLAN PUS A B C CAS PUMP -#3 500 VA SSS SSS sPA� af 3- 3/�" G• To C&a4 I EIZ 60U4TE4K 6-5/4 "c . TO AWN SEE SNT. 13.1 C. TO FtUS}-{ 3-130X AT P�W6. F1? N ELEVATION --ELECTRICAL WALL H •T.� - PLu=:,44 rw& -'9-" G PLC F1-t W 11-" FI-rK <E,VDc64�- 3P/ roA w n14 c_+Iu►JT T?.1 F cot4soLe (,2t�6 VA�kV�trtu I Pt� � 1G60 Vps I WT-pRG'GM (�5o VA) VA t5oo VAS EfA96 Cfi6 K_-,LAf4D 06-44I 16,co VA UC-AK•arR� 13Y C)yqWEK. LOAD SUMMARY FOR. 120/240 OPEN A SERVICE(AMPS) OA -I- OB OC*' (1) 5 H.P. Comp. Cond. Cooler Vault MS-1 31.0 31.0 31.0 (1) 4'-Ton A/C Unit,., - 1 MS- 2 32.0 32.022,0 4-Ton A/C Unit - 2 MS-3 32.0 32.0 22.0 Slurpee (See Note 6, Sheet 13.1) MS-4 .12.0 12.0 12 .0 Slurpee (See Note 6, Sheet 13.1) MS-5 12.0 12.0 12.0 (1) Heater Strip A/C-1 MS-6 28.0 28.0 28.0 (1) Heater Strip A/C-2 MS-7 28.0 28.0 2840 Upright Freezer 8.1 8.1 Upright Freezer 8.1 8.1 Ice Maker 11. 5 11.5 Storage Freezer 11'. 5 Water Heater 19.0 19.0 Panel "A" 97.7 97.7 Panel "B" 122.0 122.0 Total Connected Load 406.0 188.0 375.0 " Maximum Demand Load 325.0 168.0 328.0 *High Leg on 120/240, 30 Installations (1) MAX -LOAD A/G'FAN-+ HT -STRIP= 38A/-38A/28A 0 A/B/C y 01. FOR 120/208 30, 4W SERVICE, . CHANGE PANEL DESIGNATIONS TO READ AS FOLLOWS: PANEL A 100 A/3p MCB 120/208, 3P, 4W I PANEL.- B 100A/3P MCE 120/208, 3P 4W i 02. FOR 120/208 30, 4W SERVICE, CHANGE FEEDERS TO BE AS FOLLOWS; ? PANELS- A AND B 4 #2, 1-1/2" C PANEL A - 125A/2P.MC6(25,000AI:C.) - SURFACE MTD. SQ-D NQO ,. 120/240 2P/3W 10,000 A..I .C. BRANCH C.B. LOCATION OA OB BKR CIR .CIR BKR OA I .►OB LOCATION Sales Area Lights 800 1/20 1 2 1/20' 500 Floodlights* Sales & Game Room Lights* 1050 1/20 3 4 1/20 500 Floodlights* Sales Area Lights 800 1/20 5 6 1/20 1600 Poleskin* Sales Area Lights - 1600 1/20 7 8" 1/20 1600 Poleskin* Fascia Sign* VIA C-1 1200 1/20 9 10 1/20 200 Night Light Ice Merchandiser 1300 1/2Q 11 12 .1/20 480 Toil, Vest. &Back Rm.•Lts. Front Canopy Lights*VIA C-1 400 1 1/20 13-1 14 1/20 1500 =-Cooler Vault Door Lts. Storage Freezer 1350 1/20 15 16 1/20 1800 Cooler Vl t . Dr. Warmers Game`Rm. Receptacles 1000 1/20 17 18 1/20 1350 C-oler Vault Lts. 1/20 19 '20 1/20 200. Photocell Switch Receptacles 600 1/20 21 22 1/20 200 Security Lights* Receptacles 800.1/20 23 24. 1/20 .. 600 Menu Board.Recepts.. Upright Cooler 1950 1/20 25 ;26 1/20 200 Exhaust Fan Space 27 28 Space 29 30 Exhaust Fan 6550 6175 5550 180 23,455 Watts 23.5 KW @ 120/240 - 10 - 314 _ .97 , 7A . *Energi,ze with Photoelectric Switch - See Detail. PANEL B - 150A/2P MCB - SURFACE MTD.SQ.D NQO 120/240 2P/3W 2.�000A.I.C. 10,QOO A.I .C. BRANCH C.B. f _ LOCATION OA~ OB BKR CIR CIR -BKR OA (dB LOCATION - .Cash Register* 850i 1/20 1 ,2 1/20 1000 Sales Counter Recept., Cash Controller* 500 1/20 3 -4 1/20 1000 Sales Copnter'Recepts. Post Mlx Dispenser 2000 1/20 5 6 1800 Microwave Oven (Future) Ice Cream (Novelties) Case 1380 1/20 7 8 1/20 1800 Microwave Oven Future) Sales Counter Recept. 750 1/20 9 10 1/20 1800 Microwave Oven Cash Register* 850.1/20 11 12 1/20 1800 Microwave Oven Sales Counter Recept. 500 1120 13 14 1/30 2300 Coffee Maker Hot Chocolate Machine 1350 1/20 15 16 1/30 2300 Coffee Maker Space 17 18 2/40 3600 Panel C Space 19 20 3700 Panel C Space 21 •22 Space Space 23 24 1 1 Space Space 25 261 1 Space Space 27 28 Space Space 29 30 Space 5150 6080 9450 8600 = 29,280 Watts *Provide Separate Ground Wire (1 #12) for Cash Register Cirs. 1 & 11, and Cash Controller Cirs. See Note 7 - Sheet 9. In INO DATE REVISION DESCRIPTION .0 Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898-9211 1720 Westminister Drive Denton, Texas 76201 (8171 566 - 3723 C ,F 17496 GENERAL CONDITIONS The "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", AIA Document A201, thir-- teenth edition, August 1976, relates to the Work of this Project and is hereby made a part of this Contract as though fully contained in these Specifications. TECHNICAL SPECIFICATIONS DIV. 1--GENERAL REQUIREMENTS WORK UNDER THIS CONTRACT. The contract consists of all work, including but not limited to site work, structural, architectural, plumbing, mechanical, electrical an6 other related work, shown and descr-ibed by the drawings and specifications that are required to construct the 7-Eleven Food Stores Building, complete and ready for occupancy. INTENT OF THE DOCUMENTS. It is the intent of the drawings and specifications to embody all things necessary to complete the structure for occupancy. Any item shown on the specifications or the drawings shall be provided as if set forth in both. Specifications generally take precedence where there is a conflict; however, in cases of conflict, contact the Architect and the Southland Construction Manager for interpretation. DOCUMENT ORGANIZATION. The divisions of the specifications and the organization of the drawings are not intended as a segregation of subcontract work. The extent of subcontract work is strictly between the contractor and his respective subcontractor. DIAGRAMMATIC DRAWINGS. Location of piping, ductwork, conduit, etc., shown on draw- ings is diagrammatic. It shall be the duty of the contractor and all subcontractors, including contractors employed separately by 7-Eleven Food Stores, to consult with each other, verifying conditions and coordinating activities. Where questions or conflicts exist, submit a workable solution to the Architect and the Southland Con- struction Manager for his approval before installation. PERMITS AND REGULATIONS. 7-Eleven Food Stores will pay for the Building Permit; cost of permit, water and sewer taps, .import fee to be included in the bid and con- tract; procure and pay for all other permits and fees that may be required. Comply with all applicable laws, regulations and ordinances of the governing authorities. Provide construction equal to or exceeding the requirements of the Standard Building Code, latest edition. STANDARDS. Materials shall be new and equal to or greater than standards of the industry. Conduct all operations in a first-class workmanlike manner. WORK BY SEPARATE CONTRACTORS. Allow for rough -in work by separate contractors and suppliers employed by 7-Eleven Food Stores. Work anticipated includes HVAC Systems, Burglar Alarm Systems, Signage, Refrigeration and other Store Equipment, etc. Such work shall not constitute acceptance of the building or any part of this contract. Each contractor shall be responsible for his work and any damage resulting therefrom. a. Contractor Assistance. Supply men to help receive and unload the Owner's equip- ment, including but not limited to: Walk-in Cooler Panels Decor Pictures Walk-in Cooler Windows and Doors Ice Merchandiser Safe Menu Board Slurpee Machine 3-Compartment Stainless Steel Sink Marlite Panel Ice Maker This provisions will be superceded by more stringent requirements of furnishing and installing if so indicated elsewhere in the documents LAYOUT OF THE WORK. Dimensions and elevations indicated in the layout of the work shall be verified by the contractor. Discrepancies between drawings; specifications and existing conditions shall be referred to the Architect and the Southland Construc- tion Manager for adjustment before work affected is performed. Failure to make noti- fication shall place responsibility upon the contractor to carry out the work in a satisfactory and workmanlike manner. COORDINATION. Each subcontractor or supplier shall check with all other trades whose work abuts, joins or is affected by the work of the contractor, any other subcontrac- tor or material supplier. Work closely with all parties and consult documents as necessary to expedite and coordinate the work, and to avoid omissions and delays. EXAMINATION OF RELATED CONDITIONS. Each subcontractor shall examine all surfaces, features or spaces on, against or within materials to be applied for conditions which have an influence on his work, and shall report in writing to the general con- tractor, with copies to the Architect and the Southland Construction Manager, any conditions detrimental. Failure to observe this injunction constitutes a waiver to any subsequent claims to contrary and holds the subcontractor responsible for any corrections that may be required. Commencement of the work will be construed as acceptance to all subsurfaces, spaces and conditions. SUBSTITUTIONS. Submit request for substitutions in writing after the signing of the contract and before 15 days thereafter have elapsed. Review and approval/disapproval will be made by both the Architect and the 7-Eleven Food Stores Division Construction Manager. Do not begin substituted work until notified of approval in writing. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. Furnish three copies of all submissions required to the Architect and Southland Construction Manager for his review. Receive approval prior to ordering or incorporation into the work. AS -BUILT DRAWINGS. Maintain at the job site a full set of contract drawings, marking them in red to show all variations between 'construction actually provided and that shown on the drawings, including buried or concealed construction. Upon completion of work, deliver to the Architect and Southland Construction Manager for their appro- val before including with submissions required in PROJECT CLOSEOUT. TEMPORARY FACILITIES. Provide temporary facilities required for the conduct of work including telephone service, water, fire protection considerations, electrical ser- vices and lighting, heat and otherwise as listed herein, complete. Facilities and services shall be provided as soon as practicable after commencement of operations and maintained until all work is complete and accepted. Remove all such facilities as soon as the progress of work will permit and restore any features affected by them to the condition of new work. a. Temporary Closures. Erect temporary closures over openings when weather con- ditions render such action necessary for proper installation of any portion of the work. b. Protection of Work in Place. Work in place that is subject to injuiry because of operations being carried on adjacent thereto shall be*covered, [boarded -up or substantially enclosed with adequate protection. Protect Owner's equipment and materials from vandalism. c. Temporary Buildings. Provide all temporary buildings needed for duration of the work. Buildings shall be watertight, of a neat and orderly appearance and. in approved locations. Include structures necessary for the storage of tools, materials and equipment for the contractor and subcontractors. Provide chemi- cal toilets"as required in adequately sized structures, and maintain in a sanitary condition acceptable to the appropriate authority. d. Scaffolds and Runways. Furnish, erect and maintain for the duration of the work, as required, all scaffolds, runways, guardrails, platforms and similar .temporary construction as may be necessary for the performance of the contract. Such facilities shall be of the type and arrangement as required for the spe- cific use, shall be substantially constructed throughout, strongly supported and well secured, and shall comply with all applicable codes, rules and regu- lations. e. Removal of Temporary Construction. Remove all temporary items as soon as com- pletion of operations will permit. Recondition and restore all surfaces affected by the temporary construction to the condition of finished work. STORAGE AND PROTECTION. Store materials that will not subject them to harmful exposure. Deliver materials in original containers properly labeled. Store mate- rials subject to deterioration in dry weathertight areas of the building, or if stored outside, place on platforms raised at least 12" above grade, suitable covered with watertight membranes, tied and weighted down. Pile all stackable.materials in an orderly manner. To avoid toppling, limit the height of such stacking to 6'. CONDITIONS OF THE SITE. Visit the site and examine existing conditions prior to submitting a bid. Coordinate all operations with the work of the trades involved. Do not begin any of the work until the proper conditions have been satisfied. CLEAN-UP. In addition to general clean-up, the contractor shall wash and polish all glass, remove all stains, paint spots, fingerprints, soil and dirt from finished surfaces, clean and polish hardware and fixtures, trash all unpainted concrete, masonry and tile, and leave the building broom clean. PROJECT CLOSEOUT. Prior to and as prerequisite for final payment, wherever called for within sections of the Specifications, deliver the required instruments. Organ- ize the submittal items a, b and c in a looseleaf binder. Mark both the end of the binder and the front cover with (Name of the Project), and (Contractor). Include an index to binder contents, beginning with the contractor and the list of subcontractors and material suppliers (complete with addresses, phone numbers and names of persons to contact). Tab each item thereafter, follow- ing the order of the Specification's. a. Maintenance Manuals. b. Guarantees, Warranties and Bonds. c. List of Subcontra--tors. d. Shop drawings, Product Data and Samples. e. As-Bui.lt Drawings. f. Inspection Reports certifying satisfactory completion of work by inspecting authority. g. Certificate of Occupancy. h. Mechanics Lien l;aivers. Provide for each material supplier and subcontractor. i. Bill of Lading Receipt on Owner equipment deliveries. DIV. 2--SITE WORK NOTIFICATION. Notify all corporations, companies, individuals or authorities owning conduits, wiring, pipes or other utilities serving or running to or through the prop- erty, and arrange for the removal, rerouting, remodeling or remaking of these faci- lities if required. CLEARING AND GRUBBING.. Clear and grub the premises of all subterranean and surface material, growth and the like as required to remove any obstruction to the work indi- cated on the drawings within the clearing and grading limits. Grub the entire ground surface of any grass, weeds and plants down to 18" below present grade, except any trees indicated to remain. a. Removal of Trees. Remove the root system below the trunk at least 48". b. Disposal of Materials. All materials cleared or grubbed shall become the prop- erty of the contractor and be removed from the site. DEMOLITION. Demolish and remove all portions of existing work as necessary to pre- pare the building and the site for new work. Such work shall be as outlined on the drawings. a. Structural or Load Bearing Members. Do not cut or remove until all loads car- ried by members have been removed, or a system of shores has been erected ade- quate to carry the load. Do not permit sections of masonry to fall on the existing structure in masses to exceed safe carry capacities. b. Disposal. Debris generated by demolition operations will be hauled off the prop- erty and disposed in accordance with state, county and city ordinances at the expense of the contractor, unless noted otherwise. EARTHWORK. a. Soils Report. The Owner will provide engineering services for soil borings and analysis. Comply with specific recommendations of the report which take prece- dence over general procedures outlined herein. b. Testing. The services of an independent testing laboratory will be provided by Southland for required tests. Coordinate with the laboratory and inform of con- struction sequences and testing needs. After fill and compaction operations have begun, obtain densities on selected areas of work as they are completed. Provide additional compaction if required until satisfactory results are obtained. c. Fill Material. Clean, well graded sand free from organic matter and debris; liquid limit less than 40, plasticity index less than 10, no more than 5'O' finer than No. 200 sieve. d. Preparation. Prepare area covered by new construction to a point 5' beyond such construction as follows: Clear and grub; bring in fill material in lifts not exceeding 12";.compact the existing area and each lift to 954 maximum density to a depth 24" below the subgrade surface. e. Compaction. Wet area to be compacted and maintain saturation until satisfactory results are obtained. Density the soil thus saturated by means of a vibrating steel wheel roller, a front-end loader, a gasoline driven compactor (200-lb.) or other approved equipment, except do not use a vibrator steel roller or heavy duty compactor within 100' of existing structures. f. Excavation. Begin footing excavations for buildings only after subgrade opera- tions are complete. Where soil conditions permit, excavate the footing,trenches to the exact dimensions of the concrete and omit the side forms; otherwise pro- vide for forms and bulkheading as required. Shore and brace excavations where necessary to prevent cave-ins and in accordance with all safety codes. Backfill any excess excavation under footings with concrete. g. Finished Grading. Fine grade to elevations indicated on the drawings. Bring surfaces to finished grade within a tolerance of 1/10 of a foot, with surfaces graded to drain away from the structures. Work finished grades to smooth, easy contours intersecting with existing grades smoothly and without abrupt change in elevation. SOIL TREATMENT. Apply chemicals to the subgrade prior to the placement of vapor _. barrier and slabs. Have work performed by a bonded contractor whose principle business is extermination and treatment. a. Submittals. Submit chemical name, sample label and EPA no. of toxicant for approval. Include manufacturer's instructions and rates of application for each of the areas of construction to be treated. Toxicants shall be approved by EPA for termite control. b. Areas of Application. Under all floor slabs within the foundation walls; along inside of foundation walls; along outside of foundation walls and in voids. of hollow block walls; in critical areas such as around utility openings for pipes, conduits and ducts; along the exterior perimeter of slabs and under expansion joints. c. Guarantee. Treatment shall remain effective for not less than five years. Furnish a five-year guarantee in three copies, stating that if at any time during the five-year period ground nesting termites occur, treatment will be applied to exterminate all infestation without cost to the Owner. PAVING. Conform to DOT Standard Specifications. Comply with specific recommenda- tions of the Engineering Report provided by the Owner which takes precedence over general recommendations included herein. a. Sampling and Testing. The services of an engineering testing laboratory to con- duct the testing required by the Specifications referenced will be provided by Southland. Coordinate with the laboratory and inform of scheduled construction operations. b. Base Material.. Limerock or soil cement, compacted thickness of 6". c. _Asphalt Concrete.' Per Article 332-2 and 332-3, DOT Specifications; provide in 1" thickness after compaction. Where new work adjoins existing, work carefully to a flush surface with sE?al over the joint. d. Seal Coat. Mineral seal coat per DOT Specifications; 2 coats all surfaces. Allow 21 days, for curinq new asphaltic concrete surfaces before sealing. e. Traffic Paint. Yellow traffic marking paint. Provide as outlined on drawings. f. Concrete Paving. In lieu of Asphalt Paving specified herein, concrete paving may be used. If selected, conform to applicable DOT specifications with follow- ing minimum standards: Concrete strength: 4000 psi at 28 days Slump: 4 inches Thickness: 5 inches Reinforcement: 66-1010 wwp Max slab size: 40' DIV. 3--CONCRETE FORMWORK. Construct to slopes, lines and dimensions shown, plumb and straight, and sufficiently tight to prevent leakage. Securely brace and shoulder form to prevent displacement and to safely support construction load. Do not coat forms with mate- rials that will stain or cause injury to exposed concrete surfaces or to plaster applied to concrete. Keep forms wet as necessary to prevent shrinkage. Provide 1/2" chamfer at all exposed vertical and horizontal corners, including those where concrete abuts masonry, unless othert•rise shown. a. Materials for Formwork.. Use five-ply Exterior B-B.panels, steel forms or forms lined with tempered presswood, except that for surfaces concealed in the work, plywood or clean, straight lumber may be used. b. Form Ties. 3,000-lb. working strength., adjustable in length, of such type as to leave no metal closer than 1-1/2" to the surface. c. Removal of Forms. ACI 318-774. Leave shoring in place until the concrete member will safely support its own weight plus any superimposed load; minimum 14 days far structural members. REFERENCE STANDARD. Comply with ACI 301, "Specifications for Structural Concrete for Buildings". CONCRETE. Ready -mix concrete complying with ASTM C94-78. Maximum slump 4-1/2"; strength of concrete 3,000 psi, except that slabs on -grade may be 2500 psi. MATERIALS. a. Reinforcing Steel. ASTM A-715-78, deformed, Grade 40. b. Welded Wire Fabric. ASTM A-185, 66-1010 Wl•IF. Use for all interior slabs. c. Vapor Barrier. 4-mil polyethylene. Use under all interior slab areas. Lap intersecting sections at least 6", mopping or taping in place, and extend verti- cal surfaces at ]east 4". Seal all penetrations by taping or moping. d. Expansion Joint Material. Bitumen -impregnated fiberboard 112" thick the full depth of the slab. e. Accessories. Provide all spacers, chairs,, bolsters, ties and other devices necessary for proper placing, spacing, supporting and fastening reinforcements in place. Metal accessories shall be galvanized where legs will be exposed to concrete surfaces, except that accessories. fabricated from concrete, ceramic or plastic may be used in place of metal accessories when approved. f. Chemical Curing Compound. Lambert r74-RB resin base or equal. Begin curing operations as soon after replacing and finishing a.s free water has disappeared from the surface of the concrete, continuing the operation for a period of ten days. g. Chemical Hardener. Labert Solidus liquid or equal. Apply hardener to all con- crete wearing surfaces. Use two coats minirnum.removing surplus hardener by scrubbing and mopping after final coat is dried. WEATHER REQUIREMENT. Pour no concrete unless temperature is at least 40 degrees F. or rising. Protect work from freezing by covering, providing heating or other suit- able means. Keep reinforcement, forms and ground which concrete will contact com- pletely free from frost. PLACING REINFORCEMENT. Perform cleaning, bending, placing and splicing of rein- forcement in accordance with the requirements of the ACI Building Code. Securely fasten and support to prevent displacement before and after pouring. a. Dowels. Provide a dowel for each vertical reinforcing bar in reinforced con- crete columns and walls, and fereach filled cell to bond the member to the foot- ing. Dowels shall be same size as reinforcement, unless otherwise shown, and shall project thirty (30) diameters into the wall and the same -into footings unless noted otherwise. PLACING CONCRETE. Place no concrete before formwork has been completely constructed, reinforced securely, items to be built into concrete properly anchored, form ties k tightened, forms cleaned and wetted, and the system inspected. JOINTS. Place concrete between joints at such a rate that surfaces of concrete not carried to joint level will not have attained initial set before additional concrete is placed thereon. a. Joints in Beams. Limit pours to 40' lengths. b. Joints in Slabs. Provide as per foundation plans by pouring slabs in alternate checkerboard sections,by metal keyway or by sawed joints. Allow a minimum of 48 hours between pouring abutting slab sections, except that if continuous metal keyways are used, pours may be made as soon as the initial pours have been fin- ished. c. Expansion Joints. Use wherever concrete slabs -on -grade abut masonry walls, col- umns and other surface penetration, and at other locations indicated on the draw- ings. Reinforcements, corner protecting angles or other fixed metal items embedded in or bonded to concrete shall not be run continuously through expan- sion joints. d. Joints in Sidewalks and Slabs. Tool edges of slabs, edges adjacent expansion joints and dummy groove joints to a slightly round shape with tools made espe- cially for this purpose. Unless otherwise shown, score sidwalks with dummy groove joints transversely at regular intervals not exceeding 48", and for expansion joints at 32' intervals. FINISHES. a. Smooth Form Finish. Use for all formed concrete surfaces exposed to view. After forms have been removed and affected areas patched, wet surfaces throughly and rub with carborundum or other abrasive to a smooth, even finish. b. Interior Slab Finish. Steel trowel finish to smooth and impervious surface. c. Exterior Slab Finish. Light Broom finish. DIV. 4--MASONRY SAMPLES. Submit two 1' square panels of face brick selected. Samples to show com- plete range of colors and joint coloring. Use "Old Chicago.". CONCRETE BLOCK. ASTM C-90-75, Grade "A", standard weight, load -bearing -units of the same manufacturer, composition, size and appearance and cured by the same pro- cess. MORTAR. ASTM C-270-73. Use Type "S" consisting of 1 part cement, 1/4 to 1/2 part sy-Trated lime or lime paste, and 3-3/4 to 4-1/2 part sand. MORTAR COLORING. 74A Madusa. HORIZONTAL JOINT REINFORCEMENT. ASTM A-82-76 fabricated with cold drawn steel wire, galvanized with diagonal cross rods. Size width approximately 1-1/2" less than the width of the wall. Provide horizontal joint reinforcement in every other course of all block walls. Lap at least 6" at splices and set into concrete columns. EXECUTION. a. Workmanship. Carry up masonry wall level and plumb all around. Handle units with care to avoid chipping, cracking and spoiling of faces and edges. Use masonry saws to make the necessary cuts in exposed work. In laying masonry, avoid overplumbing and pounding of the corners and jambs to fit stretcher units after they are set in position. !There an adjustment must be made after the mor- tar has started to harden, remove the mortar and replace with fresh mortar. 1. Tolerances: Vertical - Within 1/8" in 5'. Horizontal - Within 1/4" in length of wall. b. Mortar Joints. Form joints uniform in thickness, with the average thickness of any three consecutive joints 3/8", except that for brickwork, three brick and three joints shall result in an 8" vertical dimension. Tool the joints arhen the mortar has become thumbprint hard. 1. Exposed Joints. Concave or rodded unless noted otherwise. Use a jointer slightly larger than the width of the joint, so that complete contact is made along the edges of the units, compressing and sealing the surface of the joints. LNO DATE REVISION DESCRIPTION �0 Fugleberg Koch Associates Architects and Planners 1600 Fast Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566 - 3723 A F 1 749G 2. Joints in Unex os.ed Work. For unexposed work, such as foundation systems or work to be covered by stucco, plaster or other finish systems, use flush -cut joints . 3. Weep Holes. Provide weep holes at base of work wherever masonry is started over floor slabs, beams and other locations indicated. Construct weep holes of open masonry head joints spaced 24-32" apart. c. Concrete Masonry Unit Work. Lay the first course of concrete masonry units in a full bead of mortar for the full width of the joint. On other joints; provide full mortar coverage on horizontal and vertical face shelves, but only extend the mortar for a width of about 1" on the web edges. Where anchors, bolts and ties occur within the cells of the units, fill such. cells with mortar or grout as the work progresses. Place metal lath under cells that are to be filled. FILLED CELLS. Where indicated on the drawings, reinforce masonry cells and fill with a concrete grout. Maintain in the vertical cells to be filled a clear, contin- uous cell measuring not less than 4" x 5", extending from the top of the footing to the bond beam, lintel or structural beam above. Reinforce with a n5 rebar placed in the center of the continuous cell and extending its entire height, less 2". CLEANING. During construction, take care continuously to keep exposed surfaces clean of mortar and other stains. At the completion of work, point all holes in exposed masonry, cutting out and tuck pointing defective joints with mortar. a. Concrete Masonry Units. Clean by scrubbing with warm water and soap, and rins- ing throughly with clean water. b. Brick Work. Use cleaners recommended by the manufacturer of the brick, using the recommendations of the brick and cleaning manufacturers after each area has been satisfactorily cleaned, throughly rinsing with clean water. DIV. 5--METALS GENERAL. a. Applicable Standards. AISC "Standard Specifications for Design and Fabrication of Structural Steel for Buildings" AISC "Standard Specifications for Open Web Steel Joists" SJI "Code of Standard Practice" AWS "Structural Welding Code D1.1-81" AISI "Specifications for Design of Light Gauge Cold -Formed Steel Structural Members". b. Shop Drawings. Provide for each assembly required. Show materials, methods of construction, connection to adjacent members and installation details. c. Shop Priming. Provide for all metal surfaces unless galvanized. Clean metal surfaces to be primed of scale, dirt and dust by steel scrapers, wire brushes or sand blasting. Remove oil and grease with petroleum naptha. After cleaning, coat all surfaces with a primer conforming to Federal Specification TT-P-86g. Reprime surfaces where coatings have been removed by operations. STRUCTURAL STEEL. ASTM A-36-77 (36,000 psi minimum yield) unless otherwise noted. Provide all structural members, lintel angles, connectors and accessories as required for complete installation. a. Erection. Locate anchor bolts and anchors and build into the work. Preset by use of templates or other methods to locate accurately. Provide temporary shor- ing and additional bracing necessary to adequately and safely support any and .all loads imposed on structural members during construction. Pull all work pluiib, level and square before making connections. Provide additional bracing, struts, ties, clip angles and the like which may be required to erect the steel and to maintain it in alignment until permanent bracing is completed. Do not cut steel shapes in the field without approval. b. Connectors. High strength bolts, ASTM A-325-78, and standard bolts ASTM A-307- 78, as required. Use 3/4" diameter bolts except where indicated otherwise; use a minimum of two bolts per connection. Design connections for beams to support a reaction equal to 50% of the total uniform load capacity for the given shapes. c. Steel Pipe. ASTM A-53. STEEL JOISTS. Size per drawings; include bridging, headers, top chord extensions, anchors, clips as required. Anchor with 1/4" fillet welds 1" long on each side end joist bearing unless noted otherwise. METAL DECKING. Narrow rib deck, Type A, 1-1/2" deep, 24-ga. minimum thickness, fac- tory painted; Inland, Vulcraft or Wheeling. Size to limit live load deflection to 1/240 span. Provide cover plates, closure strips, sump pans, cant strips and the like, as required of same material and manufacturer as decking. a. Fabrication. Cut units to length in shop. Where layouts permit, arrange units to span 3 or more joist spacings. Provide openings as required. b. Erection. Place decking units with edges up, flutes at right angles to supports. End lap over supports with 2" minimum lap. Lap sheets one-half flute at sides. Attach sheets to.top cord of supports by plug welding through washers supplied by the manufacturer for the purpose. Fasten ends in 12-6-12 pattern. At sides and side lap, fasten sheet at each intermediate support. Completed fastening to provide resistance to uplift of 45 psf at overhangs and 30 psf for interior areas. METAL FABRICATIONS. Provide fabricated work shown on the drawings. Make cuts, bends, punching and drilling accurate, neat and properly located. Grind and file smooth all welds, rivet connections and parts exposed to view; leave exposed surfaces free from fabrication marks and with sharp, well defined lines and arrises. Conceal fasteners where practicable. DIV. 6--CARPENTRY GENERAL. Provide all rough carpentry and framing, rough hardware and other miscel- laneous items of wort; and material normally provided by the carpentry trade. Install all items furnished to the job but not installed by a specific trade. MATERIALS. Conform to the grading rules of the manufacturers' association under whose rules the lumber is produced. Provide lumber that is sound, flat., straight, well -seasoned, thoroughly dryand free -from defects. a. Dimension lumber. Southern Pine or Construction grade Douglas Fir or cedar. b. Treated Lumber. Provide treated framing, nailers, grounds, blocking, furring strips, plates, bucks, sleepers and any other lumber contacting slabs on grade, on steel or poured decking, concrete or masonry walls which are exposed to the weather or as may be specifically called for as being treated material. c. •Interior Trim and Woodwork Not Scheduled for a Natural Finish. FAS kiln -dried C-finish Southern Pine or. C select Ponderosa Pine free from knots, holes or defects. d. Exterior Frames, Fascias and brim. Western Red Cedar, Cypress or Redwood. e. Plywood. Conform to product standard PS-1 and to the applicable requirements of the APA Plywood Construction Guide for Group 1 plywoods. Use "A" surfaces on exposed sides, "C" surfaces for sides concealed in the work. Use exterior grade plywoods for all external fabrications or those subject to moisture con- ditions. f. Interior Paneling. Marlite, Type C-630 Meerschaum for rear wall of Sales Area, Type FRP Beige for all other areas scheduled. Provide complete with matching moldings and appropriate sealants, adhesives, etc. Install per manu- facturer's instructions and allow for expansion and contraction :IOLGH HARDWARE. Provide all anchors, connectors -and fastenings not indicated but 1ecessary for the completion of the work. Use the type, size and spacing necessary to suit the conditions encountered. Unless otherwise noted, install manufactured building materials with an anchoring system recommended by product manufacturer. Where rough hardware is exposed to the weather, embedded in concrete or in contact, with slabs, use zinc -coated fasteners. Form and punch all rough hardware before coating. FRAMING. Fit closely,'set accurately'to required line and levels, and secure all framing rigidly in place. Set horizontal and inclined members with crown -edge up. Do not cut, notch or bore structural members without specific approval. Bolt,nail and spike in a thorough manner with not less than the sizes and quantity indicated or customary with standard practice. Provide special framing or construction not specifically shown or specified, but as required to complete the work. IT A l T n i l r n n Ann f A I T n V a. Wood Door Installation. Hang and fit wood doors to frame with 1/16" clearance at head and jamb, and sill clearances corresponding to conditions as follows: Over carpeting, 1/8"; over all other flooring, 1/2"; over threshold, 3/16". Doors shall operate properly with no binding. After fitting, remove doors for sealing of top and bottom edges by others. Rehang after sealing. b. Hardware. Use care not to injure work when applying hardware. Properly place all hardware items in accord with manufacturer's directions and templates. Adjust to assure -quiet and smooth operation without sticking, binding or rat- tling. c. Exterior Finish Work. Construct so' that water cannot pass through joints. Set joints of assembled members in white lead paste whrere possible and where face nailing is used, set nail for putty -stopping. MILLWORK.. Finish exposed surfaces and edges smooth and free from all saw cuts, marks or disfacements of any kind. Make joints neat, accurate and fitted tight. Conceal end -grain as much as possible. Scribe and fit all work to walls or other finished surfaces in a careful manner. TRUSSED RAFTERS. Provide a system of stress grade materials and connector plates of sizes and gauges that will support a loading of not less than 100 lbs. per lineal foot. Truss rafters are required to shape the mansard roofs along the front of the building. Use hurricane anchors or straps to secure truss rafters to the wall plates DIV. 7--iHERMAL AND MOISTURE PROTECIION INSULATION. a. Batt Insulation. Mineral fiber or glass fiber conforming to Federal Specifica- tion HH-5-52lb, with foil vapor barrier. Use 6" batts unless otherwise noted. Where batts are placed over acoustical panels, cut batts to same size as panel. Fit batts between members in a manner to provide a complete barrier between the spaces being divided. Work material in and around electrical and mechanical devices as may be necessary and provide taping, caulking, plugging and the like that conditions may require. Where insulation is required but no support system exists, provide a system as necessary to hold the insulation and maintain a secure position. Install with vapor barrier to the room side of•the space. b. Roof Insulation. J-M Fesco Board in two (2) 3/4" thicknesses. Mechanically attach the first layer to the metal decking; mop -in the second layer with joints staggered. Install in accord with Factory Mutual Loss Prevention Data Sheet , 1-28 and manufacturer's recommendations. c. Insulation Board for Interior Surfaces of Exterior Masonry Walls. Styrene foam, polyurethane or fiberglass board conforming to Federal Specifications Hii-I-424b. Provide in thickness for R = 4.33 or more, and combine with compatible furring system to allow installation of interior finish material. &GILT -UP ROOFING. A 4-ply fiberglas, smooth -surface, 20-year bondable built-up roof- ing system, layed according to the manufacturer's standard specifications for systems applied over insulated decking. Use systems equivalent to Johns -Manville 4GIS. Roof contractor to be approved by systems manufacturer. FLASHING AND SHEET METAL. Form and install in accordance with the latest details and specifications of SMACNA. Provide flashing and angles formed where roof decks abut walls, curbs, ventilators, pipes or vertical surfaces, and wherever indicated neces- sary to make the work watertight. Tempers and metals shall be suitable. for their respective forming conditions. a. Flashing Material. Use .040" aluminum for gravel stops, parapet caps, cap flash- ings, etc. Combine with cover plates, cleats and accessories of compatible mate- rials and thicknesses. Use prefinished metal for gravel stops, parapet caps, gut- ters and downspouts, and flashing exposed to view. b. Wall Flashing. 6-oz. copper, 3-oz. copper bonded between two layers of asphalt saturated crepe paper, or waterproof sheathing of elastomeric substances extruded to thicknesses not less than 0.03": c. Gutters. Hung type, Ogee style, 6" x 4-3/4", supported on underside by brackets that permit free thermal movement. Provide complete with end caps, outlets, wire ball strainers and accessories as needed. Reinforce outer edge with compatible stiffening bar. Support gutters with adjustable hangers spaced 30". Slope gut- ters uniformly to outlets with high points midway between. d. Downspouts. Rectangular corrugated type, 4" x 5", complete with elbow -type base fittings, offsets and accessories as needed. Install not less than 1" from wall; fasten at top, bottom and at 5' centers between. e. Fabrication. Make surfaces free of waves or buckles, with lines, arrises and angles sharp and true. Fold exposed edges back neatly to form a 1/2" hem on the concealed side. Fabricate with provisions for expansion. Flashing in exterior ~galls to extend to within 1/2" to the exterior` facie and turn up 2" on the interior face, unless'shown otherwise. End joints in continuous flashing shall be inter- locked or properly lapped to form a watertight assembly. METAL SHINGLES. Mansard "Shakes" by Reynolds Metals Co., 019" thick aluminum, "Sha- dowcrest" design with matching starter strips, trim, cap flashing, accessories, etc. Color to be 7-Eleven red -orange. SOFFIT SYSTEM. V-groove ventilated panels, 019" thick aluminum, white finish with edge trim, mounting devices and accessories needed for complete installation. SOF-16 VN by Kaiser Manufacturing Co., or equivalent Alcoa. SEALANTS. Fill and caulk all joints about perimeter exterior openings, frames and elsewhere indicated in such a manner to provide weathertight sealing. a. Exterior Work. Use an elastomeric type sealing compoune, Fed. Spec. TT-S-227, Type II 2-component) or Fed. Spec. TT-S-230, Type II, Class A (1 component). Provide in colors as selected. - b. Interior Work. Use an elastic non -staining compound composed of synthetic rubber, treated oil, pigments and asbestos fiber which will remain resilient, tough and elastic, will not become gummy or sticky and will resist oxidation, sun rays, heat and weather. DIV. 8--DOORS AND WINDOWS SUBMITTALS. Submit shop drawings and manufacturer's literature on all items speci- fied herein. Receive approvals prior to fabrication and incorporation into the work. HOLLOW METAL WORK.. Pre -assemble hollow metal work in factory as much as possible. Make mortises and reinforcements as required for hardware, with 3/16" steel plate welded into place at butt cut-outs and lock strikes. Follow hardware templates. Prime with one coat of red oxide primer after fabrication. a. Frames. Fabricate combination buck, frame and trim type of 16-ga. sheet metal in one piece with heads and jambs mitered to hairline accuracy, continuously electric - welded and ground smooth. Prepare jamb rebates for rubber door silencers, three per door. Provide galvanized metal frame anchors and/or devices or style to suit conditions and provide bolts, floor clips, etc. for each frame. Use three anchors per jamb. b. Doors. Fabricate full flu-sh, 1-3/4" thick units of 18-ga. sheet steel with con- tinuous interior vertical stiffeners spaced 6". Fill space between stiffeners with mineral rockwool insulation or other suitable sound deadening material. Close the'ends of doors and reinforce with channels securely spot welded to both panels. Finish surface smooth and flush. WOOD DOORS. Solid core or hollow core as scheduled with hardboard facing. Meet requirements of CS 171 and the National Door Manufacturers Association. Provide a 2-year guarantee. ENTRANCES AND STOREFRONT. Kawneer "Narrow Style 190 Doors" and "Trifab 450 Framing" with "Permanodic No. 40" dark bronze anodic coating. Provide shop drawings and manu- facturer's literature. Contact a local Kawneer dealer for installation directions. a. Framing. Sizes and profiles as shown, or if not shown, of basic 4-1/2" depth and 1-3/4" width, and manufacturer's standard fabrication and glazing system. All inquiries and orders to Kawneer Company, Inc., Post Office Box 294, Denison, Texas 75020., c/o National Accounts Department. Telephone contact may be made at (214) 465-8710. b. Hardware. Complete with butts (antique bronze 4-1/2" x 4" BB NRP), heavy duty overhead surface -mounted door closers, door holders, push bars, door pulls, cylinder lock, floor and head bolts and accessories. Hardware shall be manufac- turer's standard for door size and exposure and shall be finished compatible to framing. Include Southland and 7-Eleven logos on door pulls. c'. Weatherstripping. Three edges each opening with manufacturer's standard replace- able units, including at meeting stiles of double doors. HARDWARE. Stanley, Russwin, Schlage or approved equal. Submit schedule of all hard- ware proposed based on outline provided herein. Mount nardware in accord with NBHA "Recommended Location for Builders' Hardware". Hardware Schedule Set No. I: Door I - All hardware provided in ENTRANCES & STOREFRONT. Set No. 2: Door 2 1-1/2 pr. Butts 1 Lockset I Dead Bolt 1 Closer 1 Threshold Weatherstripping Weatherstripping Set No. 3: Door 8 1-1/2 pr. butts 1 Lockset 1 Stop and Holder 1 Threshold Set No. 6: Door 2B 1-112 pr. Butts 1 Latchset 1 Closer 1 Stop Set No. 4: Doors 3 & 4 1-1/2 pr. Butts 1 Lockset 1 Stop Stanley F179 NRP x 4-1/2 x 4-1/2 x USP Schlage A70PD, BEL, US 26D w/quick latch release Schlage B460 x US 26D LCN 4115 AL x Sex Bolts Pemko 198 A Saddle, 4" x 5/8" Pemko 305 AR Head & Jambs Pemko 315 AN Door Bot Stanley F179 NRP x 4-1/2 x 4-1/2 x USP Schlage A70PD, BEL, US 26D Glynn -Johnson FB20X US 26D Pemko 198 A Saddle, 4" x 5/8" Stanley F179 x 4-1/2 x 4-1/2 x USP Schlage Al OS, BEL x US 26D LCN 14012AL Sargent 3381 x US 26D Stanley F179 x 4 x 4 x USP Schlage A405, BEL x US 26D Sargent 3381 x US 26D ,�ed't No . 5 : Doors 5 & 6 1-1/2 pr. Butts Stanley F179 x 4-1/2 x 4-1/2 x USP 1 Lockset Schlage A30D, BEL x US 26D 1 Stop Sargent 3381 x US 26D GLASS AND GLAZING. Fed. Spec. DD-G-451c-4d, 1/4" tempered plate unless otherwise noted. Comply with all applicable standards of the Flat Glass Manufacturing Associa- tion./� �.�/, / !✓ fJ0 y Ld �, Y. S c� � e3 / 1 i! � � ro � i r� � c�� �-i re. Ga C�r� g' ra �a e � i.,ti,. ir''y.��, ,. N)5PA !o/ 1776 DIV. 9--FINISHES GYPSUM WALLBOARD. Conform to American Standard A-97.1. a. Wallboard Material. ASTM C-36-77, 48" wide and 1/2" thick, with tapered edges. b. Application. Apply panels with long dimensions at right angles to support members. Abut ends over supporting members or back -block free ends where abutments are made between support. Provide metal casing beads at internal corners and at abutting surfaces where one surface is gypsum wallboard and the other surface is a differ- ent material. Space the bead 1/4" from the abutting surface and fill the gap with caulking. Provide corner beads at all external corners; where curved shapes are required, shape the trim to form the exact curvature outlined. Treat all joints, interior angles, fastener -depressions and finishing trim with the standard 3-step method. ACOUSTICAL WORK. Comply with all applicable requirements.of Acoustical Materials Association Bulletin "Architectural Acoustical Materials." Use Owings Corning Film Face. a. Exposed Lay -in Suspension System. Exposed "T" grid mechanical suspension system equal to Donn Products Company, National Rolling Mills, Southern Extrusion or Conwed, of sufficient strength to limit deflection to 1/360th of the span. Pro- vide system complete with wall moldings and trim. Low sheen satin white enameled factory finish for all exposed members. RESILIENT FLOORING. Fed. Spec. SS-T-312, Type IV; 12" x 12" x 1/8" thick vinyl asbestos tile, factory waxed. Submit samples of flooring base and mastic. Use one of the following; 1. Azrock Premiere No. V-423, Autumn Haze 2. GAF. GAFSTAR Regency No. 4613, Light tan 3. Armstrong Evicelon No. 51858, Sandrift White a. Base. Fed. Spec. SS-1r1-40, Type I or II, 6" high, 0.125" thick, in colors as selected. Provide premolded corners with splices at.least 8" from corners. b. Flooring Strips. Use Rubber Reducer, Strips @ Vault cooler doorway similar to Johnsonite E 875-1 1 1/4" ( or wider). Use Rubber strip @ Front entrance door to extend under threshold and out approximately 2" to 3" onto sales area. Similar to AZROCK Feature Strip No. V5-303 Brown. c. Preparation. Inspect surfaces to see that surface variations do not exceed 1/8" in 10', or 1/16" in any 1' distance. Grind down or build-up unsatisfactory areas as required. Fill all cracks, chips and joints with plastic material. d. Finishing. Clean flooring and base; apply wax and buff, using two coats minimum. PAINTING. Paint all exterior and interior surfaces unless noted otherwise. Paint all exposed galvanized and shop primed metal surfaces including connectors. Touch- up prime coats on items delivered with prime or shop coats already applied. a. Standards. Comply with Painting and Decorating Contractors of America Manual. b. Paint Material. First line products of Glidden, PPG, Pratt and Lambert , or equal. c. General. Before painting, remove hardware, accessories, plates, lighting fix- tures and similar items in contact with painted surfaces and not to be painted. Remove mask or otherwise protect prior to surface preparation and painting opera- tions. Upon completion, reinstall removed items, using.workmen skilled in the trade involved. Protect all adjacent work and materials with suitable covering during the process of work. d. Preparation of Surfaces. Properly prepare all surfaces prior to painting appli- cation. Remove all dirt, rust, splinters, loose particles or other deleterious substances. Make clean, smooth, dry and fully sanded. Wash unprimed galvanized metal with a solution specially formulated for the purpose; allow to dry and prime as soon as practicable after. e. Door Edges. Finish the tops, bottoms and edges of wood doors with two coats of paint or varnish as specified for the finish coat. f. Temperature and Humidity. Provide adequate ventilation so that hunidity will not rise above the dew point of the coldest surface to be painted. Do not apply paint over damp or frosted surfaces, or any surface below 50 degrees F. temperature. Maintain interior temperatures of 65 degrees F. or more. g. Workmanship. First-class in every respect. Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566 - 3723 THE SOUTHEAND °R CK CORPORATION APR DATE 7-11 STORE Bldg. 6040 PROJ SPECIFICATIONS 14,2 A F 1 749G PWANNOMMM h. Pro.tection. Protect all work subject to injury. Cover floors, hardware and other adjacent work during painting operations. i. Completion and Cleaning. Upon completion, remove spots and blemishes from all finished surfaces. Remove from premises rubbish and accummulated materials. Leave work in clean and orderly condition. j. Colors. Specific color selections are included with the Painting Schedule. Gen- eral requirements for colors areas follows: 1. Prime Coated Butts and Door Closers - Same as door trim. 2. Conduit, Ductwork, Panels and other Equipment exposed to view - Same color as, adjacent surface unless noted. 3. Duct interiors behind registers - Dull black. 4. Roof Equipment exposed to view - Off-white blue -tinted. k. Painting Schedule. The following has been prepared using Sherwin-Williams as a guide, except where noted otherwise. If another manufacturer is used, submit a painting schedule using products of same quality for approval. Exterior .1. Concrete Block: Flat finish (3 coats) Latex B-36 Series - lst: S/'rJ Promar block filler B25WI; 2nd: W/W Promar Ext. latex B36 Series; Final: S/W W100 Series Ext. latex. Color no. EX BM3-19. 2. Metal: Flat finish (3 coats) + metal primer Latex B-36 W-100 Series. Color no. EX -BM 3-19. 3. Wood: Siding Trim - S/W Promar Exterior Semi -Gloss Paint (3 coats) B-36 W-100 Series. Color no. EX BM 3-19. 4. Galvanized Metal: Semi -Gloss Paint (2 coats) Metalex latex semi -gloss. Color no. BM 8- 27 . Interior 5. Gypsum Wallboard. Flat finish (3 coats) S/W Promar Latex B30 W400. Color no. BM 8-18 . 6.. Wallboard, Concrete Block-Tilelike Finish: (3 coats) Tile clad II Enamel - Hi-pac coating B-62 series. Color no. BM 10-27. Use for walls in toilets, storage, vestibule and mechanical spaces. 7. Wood Trim: (Egg -Shell Finish) (3 coats) S/W Promar Alkyd B33 W100. Color no. BM 5- 24 . DIV. 10--SPECIALTIES TOILET AND BATH ACCESSORIES. Furnish and install in each Toilet Room the following "Charles Parker Company" or approved equal bath accessories: a. One Paper Holder #317 anodized aluminum. b. One Mirror #2010 stainless steel frame 12" x 18". Mount top at 6'-2" above fin- ish floor and centered on the lavatory. c. One Soap Holder #310 anodized aluminum. Mount top 4" below bottom of mirror and centered on mirror. d. One Multi -fold Towel Dispenser=T1300W white enamel finish. Mount top of c-binet at 6'-2" above finish floor and located as shown on drawing. e. Grab Bar #624-10-42 satin finish. DIV. 11--EQUIPMENT EQUIPMENT BY OTHERS. The following items of equipment are standard with 7-Eleven installations. The items will be furnished and installed by others under separate contracts. The contractor shall provide services as required to these items, shall coordinate activities with there and otherwise as indicated herein. a. Dairy Beverage Cooler and Refrigerator Door: Provide clearances in the building to receive this equipment and do support work necessary for the installation. b. Under Counter Safe: Fill the core of the'safe with concrete after it has been installed. c. Illuminated Medallion and Pole Sign: Provide the concrete base for the pole sign and do support work necessary for the proper installation of these iterns . d. HVAC Air Handling Units #1 and #2: Provide curbing, set frames and do all cutting and patching of openings as required for the proper installation of this equipment. e. Stainless Steel Bar/Sink in Counter Line: EQUIPMENT BY SOUTHLAND CORPORATION. The counter, shelving, equipment, ice merchan- diser, upright freezers, ice machine, etc., located in the Sales Area and in the Storage Room are furnished and installed by the Southland Corporation. Do all sup- port work necessary for the proper installation of this equipment. The general con- tractor shall obtain from the Southland Corporation Construction Manager any data and/ or clarification of the contract documents prior to submitting his base bid for this project. SECTION 15010 MECHANICAL GENERAL PROVISIONS CONDITIONS OF THE CONTRACT AND DIVISION I apply to this section SCOPE. Provide all Mechanical Work for complete and satisfactorily operating systems as shown on the drawings and as specified in Division 15. CODES. Install in accordance with the latest edition of regulations of gov- erning local, State, County and other applicable codes, including the regu- lations of the utility companies servicing the project. STANDARDS. All equipment and devices shall bear U.S. label or the label of approved testing agency. PERMITS, FEES AND NOTICES. Secure and pay for per GENERAL CONDITIONS. EXAMINATION OF RELATED CONDITIONS. Per section GENERAL REQUIREMENTS. INTERPRETATION OF DRAWINGS. Per section SUPPLEMENTARY GENERAL CONDITIONS. Al dimensions, together with locations of doors, partitions, etc., are to be taken from Architectural Drawings, verified at site by this Contractor. For purposes of clarity and legibility, drawings are essentially diagram- inatic to the extent that many offsets, bonds, unions, special fittings and exact locations are not indicated. Make use of all data in all Contract Documents and verify information at site. DEFINITION OF "PIPING". The term "piping" is used in these specifications or on drawings means all pipe, fittings, nipples, valves, unions, etc., as required for complete and functional systems. MATERIAL AND EQUIPMENT. a. All materials and equipment shall be new and the best of their respective grades, free from all defects and of make, brand or quality herein speci- fied or as accepted by Architect. b. All materials and equipment shall be identified by manufacturer's name or nameplate data. Unidentified material or equipment shall be removed from the site. c. Equipment specified by manufacturer's number shall include all accessaries, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. d. Where no specific make of material or equipment is mentioned, any speci- fication grade product of a reputable manufacturer may be used, provided it conforms to the requirements of the system and meets with approval of Architect. COORDINATION. Provide all required coordination and supervision where work connects to or is affected by work of others. Work out any "tight" condition in advance together with the General Contractor's Superintendent and the trades involved, and if found necessary, prepare supplementary drawings for approval before proceeding with the work. No additional cost will be con- sidered for work which roust be relocated due to conflicts with the work of other trades. T Alr nr!`rT Ohl a. Do not allow any work to be covered up or enclosed until inspected, tested and approved by Architect or other authorities having jurisdiction over the work. b. Should any work be enclosed or covered up before such inspection and test, Contractor shall at his own expense uncover work and after it has been inspected, tested and approved, make all repairs as necessary to restore all work disturb ed by him to its original and proper conditions. SPECIAL REQUIREMENTS. a. Include all auxiliairies and accessories for complete and properly operat- ing systems. b. Work covered under other divisions, specification sections or drawings which are to be performed by the work of this division shall be coord- nated with the Contractor of the other trades and the work performed at no additional cost to the Owner. c. Locate all openings required for work performed under this section. Pro- vide sleeves, guards or other approved methods to allow passage of items installed. Do no cutting without Architect's approval; provide structural reinforcing about cuts as required by conditions; repair damage caused by cutting to original condition. SUBMITTAL BROCHURE. Submit shop drawings, manufacturer's literature, data sheets, etc., making submittal in a Technical Information Brochure as out- lined hereinbefore start of construction or within ten (10) days after award of contract. a. Format. Compile information into an adequately sized hard -cover, 3-ring binder for 8-1/2 x 11-inch sheets. Provide correct designation on outside cover and on end of brochures, and an index to contents. Organize the material in an orderly manner and provide reinforced separation sheets tabbed with the appropriate specification reference number followed by the submittal for that portion of the specification. b. Operating Instructions. Submit for checking a specific set of written operating instructions on each item which requires instructions to oper- ate. After approval, insert information in each Technical Information Brochure. Include for approval the name of the proposed Test and Balance Company. c. Maintenance Information. Submit for approval Maintenance Information con- sisting of manufacturer's printed instructions and parts lists for each major item of equipment. After approval, insert information in each Technical Information Brochure. d. Contractor Review. Review brochure before submitting to Architect. Information on each item differing from specified selection shown on drawings or in specifications shall bear the Contractor's approval stamp, initial of checker and date checked. Requests for payment or substitutions will not be considered until brochure has been reviewed by the Contractor and submitted for checking. AS -BUILT DRAWINGS. Keep -two sets of white prints on the job, and neatly mark up design drawings with colored pencils each day as components are installed, using different colored pencils for different systems. Record changes to opening sizes, locations, schedules, etc. At the end of the pro- ject, sign both sets certifying that these prints show actual as -built condi- tions and turn them over to the Architect. INTERRUPTION OF SERVICES. Interruption of any existing services shall be kept to a minimum. Shutdowns shall be made only with approval of and at times designated by Owner. Contractor shall include overtime work cost in, his bid for this work. Provide temporary services when any existing services are interrupted in connection with work of this section beyond the period of time acceptable and approved by Owner. PERFORMANCE VERIFICATION. Operate systems for a minimum 3-day period. Do performance verification work as required to show that the systems are oper- ating correctly in accordance with design. Supply instruments required to read data. Adjust systems to operate at the required performance levels. Advise engineer 24 hours in advance of time that work will be done. END OF SECTION. ;SECTION 15400 PLUMBING PART 1 - GENERAL CONDITIONS OF THE CONTRACT AND DIVISION I apply to this section. SCOPE. a.. The work covered by this section of the Specifications consists of fur- nishing all labor, materials, equipment, appliances, scaffolding, to pro- vide complete and working installations of items specified herein and shown on the drawings in strict accordance with this section of the Spe- cifications and General Conditions. The Architect shall be consultedin case of all disputes and his decisions shall be final. b. This Contractor shall coordinate his work with the other trades to avoid interferences. c. The Contractor shall study the site drawings of sewers and water, and shall visit the site and make a thorough inspection of site before prepar- ing his bid and shall be responsible for all measurements and elevations and all work pertaining to the installation. d. The plumbing work to be performed is shown on the drawings and hereinafter specified. All work required for a complete plumbing installation, whether or not indicated on the drawings or mentioned in the Specifications, shall be a part of this contract. e. This Contractor shall see that all devices and equipment requiring services are made easily accessible. f. This Contractor shall furnish to every contractor whose work adjoins or is contingent upon his work, such information as will assist in the layout of his or their work and installing the work satisfactorily in order to avoid delay. t g. This Contractor shall make provisions for any temporary light which he may require for his work with the electrical contractor. WORK INCLUDED. --The work specified under this section of the Specification includes, but is not limited to, the following: a. Furnish and install plumbing fixtures where shown on drawings. Fixtures shall be as noted in the fixture schedule. b. The installation of soil, waste, vent and drain piping as shown on draw- ings to connection with the Utility Company Main. c. The complete installation of all hot and cold water piping including connection with the Utility Co. Main. Coordinate water meter location. d. Provide rough -in, stallation and final connections to all owner furnished equipment. e. Furnish and install faucets, supply pipes, stop valves and traps on all plumbing fixtures. f. Furnish and install all electric water heaters. g. Furnish and install hose bib bs. REGULATIONS, PERMITS AND FEES. All work shall comply with all requirements of the local Plumbing Code and Regulations, and local Fire Marshal's office. Plumbing Contractor shall secure and pay for all required permits and inspec- tions. Contractor shall pay impact fees as applicable. n n/`rnT❑AIOr a. All work furnished under this section of the Specifications shall be thor- oughly cleaned, ready for use of Owner. b. Upon completion of the systems covered by these Specifications, a Certifi- cate of Approval for the different City and County Departments having jurisdiction shall be obtained and then delivered to the Owner. After the Certificates have been received and final inspection of the work has been found satisfactory by the Architect or his representative, the Archi- tect will issue to the Contractor a Certificate of Approval and Acceptance. This Certificate will in no way relieve this Contractor from the terms of his guarantee. GUARANTEE. a. The Contractor shall guarantee and service all workmanship and material to be as represented by him and shall repair or replace at no additional cost to the Owner any part thereof which may become defective within the period of one year after date of final acceptance by the Architect, ordi- nary wear and tear excepted. b. Contractor shall be responsible for and pay for any damages caused by or resulting from defects in his work. CLEAN-UP. This subcontractor shall keep the premises free of debris and unusable materials resulting frorn his work. Debris and materials shall be removed from the Owner's property on a routine basis. Contractor shall leave all floors broom clean in areas affected by his work. EQUIPMENT BROCHURE. The Plumbing Contractor shall provide the Owner a brochure of specification sheets in. duplicate of all equipment and fixtures used on the job. PART 2 - PRODUCTS MATERIAL SPECIFIED. The material specified shall be regarded as the design standard. Other brands or makes of material will be acceptable with written permission of the Architect and Owner if recognized as equal to that specified. All materials shall be of specification grade. LAYOUT AND SHOP DRAWINGS. This Contractor shall submit six (6) copies of shop drawings as required or called for, for all work and all pieces of equipment to be constructed and installed including, but not limited to, the following: Fixture Faucets, Trim, Supplies Plumbing'Fixtures and Traps Water Heaters Floor Drains Valves Hose Bibbs They shall complete, giving all required information and shall be checked and coordinated with the work of all trades before submissions. No work shall be performed save at the Contractor's expense and own risk until the applicable shop drawings and layout drawings have been approved by the Architect. The - Contractor shall also submit within 20 calendar days after Award of Contract a list of manufacturers of all materials and equipment he proposes to use. Appro- val of this list will not relieve the Contractor from submitting shop drawings for approval. Contractor shall rough -in all his work from shop drawings approved by the Architect as -required. r rlJ r n(` I.IAr rrr AAIn if r AlrC a. All soil, waste, drain and vent piping in buildings and all sanitary severs below ground shall be as follows: 1. Cast iron sevice weight with lead and oakum or neoprene push joint. 2. Properly labeled and warranted Type 1, Grade 1 or 2 PVC Schedule 40 plas- ic drainage pipe and fittings conforming with Commercial Stan- dards CS270 and CS272 and their appendices I and II. b. Drain waste and vent piping above grade shall be no -hub cast iron with neoprene boot and stainless steel band or schedule 40 PVC with drainage pattern fit- tings and solvent joints. c. Site sanitary servers 5' from building to sewer shall be PVC SRO #41 or vitrified clay 'with solvent sealed elastomeric joints as required by the utility company. .nrrn rvrTrur a. Piping System Details. All piping except short connections and underground pipes shall be supported by hangers. All piping shall be free of vibration at all times. b. Hot and cold water pipes inside building above grade shall be Type "M" hard copper pipe and sweat fittings or Olin "Fineweld" heavy tubing as. per ASTM Specification B543-72 and sweat fittings. Use 50/50 solder on all fittings. c. Water pipe buried in grade to 5-feet outside building shall be Type "K" copper. Use silver solder on all fittings or use continuous length with no joints. d. Gate Valves. All valves 1-inch and smaller shall be of all bronze construc- tion with solder end connections, Nibco-Scott Type S-124. e. All connections between copper pipe and steel shall be made with di -elec- tric fittings as plater Vallet Co. V-line Insulating Couplings. f. Water pipe from street outside building to meter shall be Schedule 40 PVC with solvent joings. LEAD PAN AND FLASHINGS. Seamless four -pound lead boots shall be provided for roof flashing. Extend lead flashing of proper diameter the full height of vent and turn down into vent pipe a minimum of 1-inch. ELECTRIC 'WATER HEATERS. a. Provide and install an electric water heater. Capacity of heater is indi- cated on Drawings. b. This Contractor shall make all hot and cold water pipe connections to the water heater by code. HOSE BIBS. Hose bibbs shall be Nibco No. 63 or 763, or euqal with vacuum breaker. DRAINS. a. Drains shall be of size as indicated on drawings. "P" traps shall be installed with drains not having integral traps. II NO I DATE I REVISION DESCRIPTION I � Fugleberg Koch Associates Architects and Planners 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566 - 3723 A F 1 749G PLUMBING FIXTURES: a. The Contractor shall furnish and install all fixtures shown on drawings with all fittings. Connections shall be made in a neat, finished and uniform manner making the connections to all fixtures of each class of equal height, plumb and at right angles to the walls. All roughing shall be accurately laid out. All fixtures shall be free from defects and warpage, and shall be guaranteed against rusting or discoloration. All exposed metal in conjunction with plumbing fixtures shall be chrome -plated brass. b. Plumbing fixtures for units shall be white or stainless steel as specified. c. Contractor shall turn over the templates for cutting out openings in countertops to respectiv e contractors, so that these openings are made by them to receive the applicable fixture. d. The location and setting of all plumbing fixtures shall be taken from the equipment and Architect's dimensional drawings. Contractor shall install plumbing fixtures from shop drawings approved by Architect. e. Contractor shall protect all plumbing fixtures during construction. Con- tractor shall paste heavy paper on all fixtures and he shall grease all trim with petroleum jelly. After construction and painting is done, con- tractor shall remove all paper and jelly and clean all fixtures and trim ready for use. Fixtures and trim damaged during installation shall be replaced at no extra cost to Owner. PART 3 - EXECUTION PROTECTION. Protect all work from damage and properly close all pipes with test plugs, screw caps, etc., to prev ent foreign matter from entering pipes during construction. EXCAVATION. a. All excavation required in connection with plumbing work shall be done by this Contractor,. Excavation shall be made in a manner to provide a uniform bearing for all pipes and equipment. Contractor shall not disturb building foundation at any time. Backfill shall be compacted in accordance with Division 2. b. Safety ordinances governing this work shall be strictly observed c. Exterior sewers between manholes shall be set using laser grade alignment system. CUTTING AND PATCHING. In areas where it is necessary to cut or drill concrete floors, walls and ceilings to install soil, waste, vent, hot and cold water piping, this Contractor shall do the cutting. Replacement of all floors, floor joists, bridging, walls and ceiling shall be done by the General Contractor. Contractor shall have approval of the Architect, Structural Engineer and Gen- eral Contractor before performing cutting operations. TEMPORARY ''WATER SERVICE a. The Plumbing Contractor shall make provision for a 1-inch temporary water service to supply the project while it is under construction, including water meter. b. The Contractor shall include in his bid the cost of temporary water ser- vice including all permits and charges. WATER SERVICE. The water service pipes from the main in the street to building shall be installed under this section of this Specification. SEWERS, ''WASTES AND VENTS. a. Sewers, vertical plumbing stacks and vent systems are shown diagrammati- cally on the plumbing plans and risers. b. The slopes for drainage piping less than 4-inches shall not be less than 1/4-inch fall per foot. c. .Plumbing Contractor to extend all the sanitary sewers from the building to point of connection with the utility sanitary system. a. Provide all necessary hangers for support of the work and provide pipe sleeves for all water pipes through foundation walls. Support horizontal pipe runs with hangers overhead; all hangers shall be spaced in accordance with code. b. Sleeves through all walls shall be iron pipe or PVC, standard weight. Space between inside of sleeve and piping shall be caulked with U.S.G. Therma- fiber. c. Installation - Horizontal Piping. When support locations are not indicat"ea on drawings, support pipe and tubing at every floor. INSULATION. Insulate hot water lines with Armaflex or equal closed cell foam insulation, 1/2-inch wall thickness. TESTS AND ADJUSTMENTS. a. Equipment, material power and labor necessary for inspection and tests shall be furnished by this Contractor. b. Drainage System. Tests of all drainage ar.d vent lines shall be in accord- ance with local Plumbing Department requirements. Minimum 10 Ft. head. c. Water Supply System. All water piping installed by this Contractor and including fixtures and equipment connections after erection and prior to concealment shall be tested under a hydrostatic pressure of not less than 100 psi for at least four hours without leaks. Any defective piping shall be replaced by new material and the test repeated. No caulking will be permitted. d. Sanitize supply water systems per standard Plumbing Code. e. Flush all water lines, remove strainers and aerators, clean as required and reinstall. rain nr rrr-rrnA1 SECTION 15650 HEATING, VENTILATING AND AIR CONDITIONING - PART 1 - GENERAL CONDITIONS OF THE CONTRACT AND DIVISION I apply to this section. DESIGN INTENT. It is the intent of the drawings and specifications to provide for the installation of a heating system which is safe, quiet and economical in operation, and complete in all respects and which will provide a winter indoor temperature of 70 degrees F. when outside is 30 degrees F., and .a summer temperature of 78 degrees F. when outside is 93 degrees F. All material and equipment necessary to accomplish this intent shall be furnished and installed by the Contractor, except as noted on Drawings. Any redesign of air condition- ing system and/or equipment shall be accompanied by design calculations for review by the Owner. SCOPE. a. The work included in this section shall comprise all labor, materials, equipment, machinery and service incidential to the installation of a com- plete heating, cooling and ventilation system as hereinafter specified, and shown on the drawings. b. The contractor shall lay out his own work and coordinate his work with that of other trades and be responsible for all measurements. c. All work shall be subject to the approval of the Owner's representative. d. Contractor shall check size of entrance ways to make sure sufficient space is available for installation of equipment. e. Tile work includes, but is not limited to, the following: .1. Furnish and install all blower units, electric resistance heaters, nd air conditioners required, complete with controls. 2. Furnish and install all concensate drain piping shown on plans and as required to complete systems. 3. Furnish and install all temperature controls as hereinafter specified. 4. Balance heating, ventilating and air conditioning. system so as to give uniform heating and cooling throughout. 5. Furnish and install all ductwork as shown on plans. 6. Furnish and install all exhaust fans. REGULATIONS AND PERMITS. a. The work shall be installed to meet all local codes and requirements. b. The contractor shall make all arrangements and pay for all fees, charges and permits required, as well as for all hauling, unloading, rigging and transportation charges. DESCRIPTION OF SYSTEM. a. The heating and air conditioning system shall consist of electric air to air package roof top A/C Unit with blower, coil, electric resistance heater and compressor unit as shown on the drawings. b. ''Wall mounted thermostats furnished with the units shall control the space temperature summer and winter. INSTRUCTIONS. The contractor shall prepare and submit for approval instruc- tions and maintenance charts giving detailed information on the operation and maintenance of the heating and cooling systems. In addition to the above charts, the contractor shall furnish the Owner with two (2) copies of each of the installation and maintenance bulletins for each piece of equipment installed. CLEANING OF EQUIPMENT AND WORK AREAS. Upon completion, all equipment and work areas shall be thoroughly cleaned. P I I A nAUTCC nhln ccnVr!`c a. The contractor shall guarantee all materials and workmanship for a period of one (1) year after the date of acceptance, and shall repair or replace at no additional cost to the Owner, any part thereof which may become defective within the period of guarantee, ordinary -wear and tear excepted, and also transfer the balance of the manufacturer's five-year warranty on the refrigeration system (compressor) to the Owner. Contractor shall be responsible for and pay for any damages caused by or resulting from defects in his work. b. In addition, the contractor shall provide free service, inspection and adjustment of the complete system, including all control, and far any necessary balancing and adjustments which may develop for one year begin- ning from date of acceptance, except for cleaning air filters. PART 2 - PRODUCTS MATERIALS. The material specified herein shall be regarded as a standard. Other brands or makes of material will be acceptable which, in the opinion of the Architect, are recognized as equal to that specified. MATERIAL LIST AND SHOP DRA'rWINGS. a. The contractor shall submit a complete list of material.and equipment for approval by the Architect or his representative before purchase of instal- lation. b. This list shall describe type of material, capacities and catalog numbers of equipment and give such information as is necessary for checking equip- ment for approval. c. The contractor shall submit five (5) copies of detailed shop drawings of air conditioners, temperature controls and exhaust fans for approval by the Architect or his representative for all work and all equip- ment to be constructed and installed. Such shop drawings shall be complete, giving all required information and shall be properly checked and coordi nated with the work of other trades before submission. No work shall be performed until applicable shop drawings and layout drawings have been approved by architect. HEATING AND COOLING EQUIPMENT (SPLIT SYSTEM). a. Electric Air -Cooled Compressor Unit. .1. Furnish and install where indicated on plans, an air-cooled compressor unit. The unit shall contain sufficient refrigerant charge for com- plete system and be equipped with refrigerant line fittings which per- mit mechanical or sweat connection. 2. Compressor shall be of the welded hermetic type with interval vibra- tion isolation. 3. Condenser coil tubes shall be nonferrous with mechanically bonded aluminum plate fins on copper tubing or spine fins on aluminum tubing. 4. Casing shall be 20-ga. galvanized bonderized steel finished with baked enamel. 5. Condenser fan shall be propeller type, direct driven and arranged for vertical air discharge. Fan motor shall be permanently lubricated, resiliently mounted and have internal thermal protection. 6. Controls shall be factory -wired and located in a readily accessible location. Compressor motor shall have both thermal and current sensi- tive overload devices, high and low pressure-stats and a crankcase heater. A 24-volt control circuit shall be factory -installed irr unit. Provide time delay circuit to prevent short -cycling on safety devices or power interruption. 7. Provide liquid line filter dryers. b. Air -Handling Unit. ,.1. Furnish an upflow blower unit similar to General Electric BWV Series with electric duct heater interlocked with blower motor. 2. Casing shall be of not less than 22-ga.'steel with baked enamel finish. 3. Blower shall be centrifugal type, statically and dynamically balanced. Motor shall have factory -lubricated bearings and shall be multi -speed direct drive. 4. Unit shall be UL listed and shall include primary transforer, 24-volt control circuit with transformer, filters, single pole, double -throw fan relay, limit controls, heater element fuse links, insulated cabinet and cooling coil. 5. Unit shall be similar to General Electric, Carrier, Lennox or Singer. c. Evaporator Coils. 1. Each evaporator coil shall be enclosed in a heavy gauge cabinet lined on the inside with acoustic and thermal fiberglass insulation. 2. Units shall be complete with expansion valve or capillary device and unsulated condensate drain pan and connection. 3. The coil and cabinet shall be designed to be used with the air handler selected and shall also be matched with the condensing unit capacity. The coil and condensing unit shall be of the same manufacturer. 4. Evaporator coil shall be non-ferrous with mechanically bonded aluminum plate fins or spine fins. d. Refrigerant Piping. 1. Refrigerant piping shall be type "L" copper tubing with Brought copper silver -soldered joints. Afeter installation of the refrigeration system the entire shall be evacuated with vacuum pump before being charged with refrigerant and oil, and leak -tested with a Halide torch and proved tight. Any loss of refrigerant or oil during the test period and for a period of one year after acceptance of the system by the Owner shall be replaced by the contractor at no cost to Owner. 2. Refrigerant piping shall be run in PVC chases sized to permit pulling of refrigerant _piping condensate lines and conduit for low voltage control. HEATING AND COOLING EQUIPMENT (PACKAGE SYSTEM), a. Furnish and install where indicated on plans, air-cooled package air conditioner and heating unit. b. Compressor shall be of the welded hermetic type with interval vibration isolation. c. Condenser coil tubes shall be nonferrous with mecha*nical.ly bonded aluminum plate fins on copper tubing or spine fins on aluminum tubing. d. Condenser fan shall be propeller type, direct driven and arranged for ver- tical air discharge. Fan motor shall be permanently lubricated, resiliently mounted and have internal thermal protection. e. Evaporator coil shall be non-ferrous with mechanically bonded aluminum plate fins. f. Blower shall be centrifugal type, statically and dynamically balanced. Motor shall have factory -lubricated bearings and shall be multi -speed direct drive. g. Casing shall be 20-ga. galvanized bonderized steel finished with baked enamel. h. Controls shall be factory -wired and located in a readily accessible loca- tion. Compressor motor shall have both thermal and current sensitive overload devices, high and low pressure-stats and'a crankcase heater. A 24-volt control circuit shall be. factory -installed in unit. Provide time delay circuit to prevent short cycling on safety devices or power inter- tuption. i. Unit shall be UL listed and shall include primary transformer, 24-volt control circuit Frith transformer, filters, single pole, double -throw fan relay, limit controls, heater element fuse links, insulated cabinet and cooling coil. j. Unit shall be General Electric or equal. 1 DRAIN PIPES. All condensate drain piping shall be PVC and shall be routed as required on drawings. DUCTWORK. a. - Materials. Supply ducts in furred ceiling spaces within the conditioned space shall be made of fiberglass. duct board, El 475, 1-inch thickness with reinforced aluminum vapor barrier skin. Attic duc is shall be 1-1/2-inch duct board and/or flexible round with 1-1/2-inch insulation with vapor barrier jacket. All ducts shall be UL Class 1. b. Construction. All duct work shall conformto the state, local and Southern Standard Building Codes with fabrication it accordance with SMACNA "Fiber- ous Glass Duct" and "Low Velocity Duct" standards. c. All duct connections between fan units and duct work shall be made with flexible heavy woven fabric equal to "Ventfab" to prevent.the transmission of vibration. d. Wherever possible, slope of side of transformations shall not exceed 15 degrees from centerline of duct. e. Ducts shall be supported by metal hangers and channel brackets. f. Exhaust ducts shall be galvanized steel. g. Dimensions of air ducts shown on plans are net inside dimensions. nco r c TCnC A M n rn rI 1 Cr a. Combination supply/return grille shall be as detailed on the drawings and shall be furnished by the rooftop A/C unit manufacturer. b. Wall and ceiling supply air registers shall be No. 272 multi -damper valve assemblies as manufactured by Titus Company, or approved equal by Metalaire, Reliance or Kruger. c. Return air grilles where required shall be Core 3 as manufactured by Titus Company, or approved equal by Metalaire, Reliance or Kruger. TCAAnrnATHnr rn111Tnn1 CVCTCA.I a. Furnish and install a system of electric temperature controls as herein- after specified and as furnished by heating and cooling unit manufacturer. b. Thermostat. One summer/winter thermostat shall control in sequence the operation of each air conditioning system, and its electric heating elements. Fan shall be interlocked to maintain operation whenever any or all heating elements are energized. Over temperature protection shall be provided for each element. Thermostat shall be provided with a positive stop to prevent settings below 78 degrees in cooling mode. Two units in sales area shall be considered a system and function from two one -stage thermostats. c. Thermostats shall include sub -base and function switches for mode (Heat/ Off/Cool), and Fan (On/Auto). d. Provide a louvered metal protective cover with key lock. e. Guarantee. The system contractor shall adjust all control equipment fur- nished by him and shall place system in operation. The control system shall be guaranteed free from original defects in material and workmanship for a period of one year of normal use and service. f. Provide a time clock with relay control for the air conditioning system. Units shall have a mark -time or equal by-pass switch for operation during now scheduled periods. , INSULATION. a. All supply air duct work in furred ceilings shall be 1-inch thick fiber- glass duct. All supply air duct in attics shall have 1-1/2-inch thick fiberglass insulation, faced with reinforced foil -faced flame resistant vapor barrier. All joints to be sealed with tape and mastic or heat - applied tape with thermal indicators. b. Fan plenums of the A/C Unit shall be internally insulated on all sides with 1-inch acoustic insulation. LO DATE REVISION DESCRIPTION a .v Fugleberg Koch Associates dAArchitects and Planners - 1600 East Amelia Street Orlando, Florida 32803 13051 898 - 9211 1720 Westminister Drive Denton, Texas 76201 18171 566- 3723 . .. A F 1 749G b. The Contractor his his T E EXHAUST FANS. See drawings. d. Contractor Review. Review brochures before, submitting to Architect. shall effectively protect at expense such of work,0 Information on each item differing from specified selection shown on materials or equipment as is liable to damage during the construction per - WALL AND ROOF CAPS. Exhaust fan wall and roof jacks shall be furnished under drawings or in specifications shall bear the Contractor's approval stamp, iod. All openings into any part of the conduit system as well as associ- this section. All roof caps shall be furnished by this Contractor and installed initial of checker and date checked. Requests for payment or substitu- ated fixtures, equipment, etc., both before and after being set in place, in coordination with the roofing contractor to insure a watertight system. tions will not be considered until brochure has been reviewed by the Con- must be covered or otherwise protected to prevent the obstruction of the tractor and submitted for checking. conduit or damage due to dropped tools or materials, grit, dirt or any PART 3 - EXECUTION foreign matter. The Contractor shall be held responsible for all damage c. Prior to installation, this contractor shall submit five (ai copies of lay- AS -BUILT DRAWINGS. Keep two sets of white prints on job, and neatly mark up until his work is fully and finally accepted. Conduit ends shall be covered cut drawings for approval. This contractor shall also obtain approval as BALANCING AND CHECKING OF SYSTEM. design drawings with colored pencils each day as components are installed, 9 9 P J P with capped bushings. This contractor shall be responsible for any equip- PP g P J q P- required from the power company. Service equipment shall be grounded using different colored pencils for different systems. Record changes to ment turned over to him for installation. re accordance with the N.E.C. Access to ground shall be provided as required a. Upon completion of installation, all heating and air conditioning systems opening sizes, locations, schedules, etc. At the end of the project, sign by the telephone companies. and controls shall be carefully balanced and checked for proper opreration. both sets certifying that these prints show actual as -built conditions and c. It is not intended that the drawings or this specification indicate or turn them over to the Architect. specify each piece of conduit, fittings, etc., required for the satisfac- d. Panels. Furnish and install circuit breaker load center panels as manu- b. Balancing and operation of the controls shall be checked and adjusted as tory operation of the installation. Items indicated and not specified, or factured JP by General Electric or Square "D" Type N.A.O. Panels shall have frequently as required for the first full year of operation after accep- APPARATUS IDENTIFICATION. Panelboards, circuit breakers in panelboards, specified and not indicated on the drawings, shall be considered to be both - typed directory inside door. Box depth shall be suitable for surface mount- Lance of the heating and cooling system. See section under GUARANTEE. motor disconnect switches, starters and other apparatus used for the opera- specified and indicated. ing flush as indicated on the contract drawings. Tandem and tie breakers All the heating and tion of or control of, circuits, appliances or equipment shall be properly COOPERATION or are not acceptable. The panel shall be enclosed in a cabinet with hinged STARTING UP, TESTING AND •INITIAL OPERATION. sections of identified by means of engraved laminated plastic descriptive nameplates WITH OTHER CONTRACTORS. door over circuit breakers. Branch circuit breakers shall be plug-in type cooling system, upon completion, shall be thoroughly cleaned to remove all mounted on the apparatus using contact cement. Nameplates shall be submitted with a minimum interrupting capacity of 10,000 A.I.C. Main breakers shall dirt, etc., before the system is put into operation. Remove start-up filter to Architect for approval. Cardholders in any form are not acceptable. a. The electrical contractor shall confer with other contractors engaged in , be bolt -in type with interrupting rating as noted. and install new filter at completion of building. the construction of the buildings whose work might affect his installation INTERRUPTION OF EXISTING SERVICE. Where in the course of his work, the Con- and shall arrange all parts of his work.in proper relation to the work of CABINETS. 'MIRING AND MOTORS. tractor deems it necessary to request outage of service, feeder or branch others and with the architectural finish. circuit considered vital to operation by Owner, Contractor shall request .such a. All cabinets shall be made of sheet steel. Cabinets for panelboards shall a. All motors, starting and control equipment for motor -operated equipment outage, with anticipated duration thereof, in writing from Owner. b. Where interferences occur, the electrical contractor shall, before install-, space for all wires and shall be furnished by this Contractor. All motors shall be set by this ing of the work involved, consult with the other contractors and reach provide proper ,connections. Contractor. CLEAN UP. Electrical Contractor shall keep the premises free of debris and agreement as to the exact location of his work. In the event that no sat- b. All cabinets shall be standard make and shaII bear_. the`manufacturer's name- unusuable materials resulting from his work, and immediately upon completion isfactory agreement is reached, the matter shall be referred to the Archi- and UL inspection fabel. b. All power wiring shall be done by the electrical contractor. of his work, he shall remove such debris and materials from the Owner's prop- tact for settlement and his decision shall be final. _plate erty and he shall leave all floors broom clean in areas affected by his work. c. Frames for surface cabinets shall consist of sheet steel frame and hinged c. All motors shall be. of capacity required to operate Lire equipment specified, c. The electrical contractor shall be responsible for arrangement of his door or doors with catch and lock. but shall not be less than that specified. TESTING. Test panels and circuits for grounds and shorts with mains discon- work and equipment, maintenance of proper clearances and routing around nected from feeders, branch circuits connected and circuit breakers closed, plumbing and ductwork. Should work installed by him require modification WIRING. 1. The temperature rise of all motors shall not exceed 40 degrees C. all fixtures in place and permanently connected and grounding jumper to to avoid interference with other work as determined by the Architect, such above room temperature when operating at full capacity. All motors neutral lifted and with all wall switches closed. changes shall be made without additional cost. The Architect's decision a. Building feeders and panel sub -feeders shall be copper. Conductors of e magnetic starters for motors shall have over- equipped 9 PP with manual or ma g as to determination or allocation of responsibility, where conditions P y' No. 8 AWG or larger shall be of the moisture and heat resistant Type THW, load and undervoltage elements of proper size for motor protection. a. Test each individual circuit at the panel, with equipment connected for require changing of work, shall be final. copper. Conductors smaller than No. 8 AGW shall be Type TW Copper. THNN proper operation. and XHHW may be used at contractor's option. 2. All motors shall be built in accordance with the rules of the NEMA d. If any work of this electrical contractor is dependent for its proper and meet all test requirements of the AIEE. b. Ground 'tests shall meet requirements of National Electric Code. execution on contiguous work not expected by him, the electrical contaac- b. Branch circuit wiring shall be run in conduit. Circuit conductors shall for shall examine such work and report in writing any defects therein or be No. 12. For equipment wiring, see contract drawings. All wires shall c. On completion of work, a final inspection will be made and equipment shall conditions rendering it unsuitable. The beginning of work, without making be be operated under normal conditions, all to satisfaction of Architect and such a report, shall constitute an acceptance of such work; any defects copper. END OF SECTION. Owner. in his work consequent shall be his responsibility. LJIRING DEVICES. TESTS. It is the Owner's right to inspect and test any portion of the equip- , a. Switches shall be rated 10 amps at 120 volts with side wired binding screw SECTION 16010 ELECTRICAL GENERAL PROVISIONS END OF SECTION. ment during the progress of its erection. The contractor shall test all wiring type terminals and straight- through rigid yoke. Switches steall not require and connections for continuity and grounds before connecting any fixtures. The derating for lamp loads and shall be approved for control of motors up to 16400 ELECTRICAL contractor shall test the entire system in the presence of the Architect or his of switch rating. Switches shall be quiet AC type. They shall be PART 1 - GENERAL SECTION Engineer when the work is finally cornplated to insure that all portions are free i single sngle or three-way as required. Switchesshallbe specification grade from short circuits and grounds. All equipment necessary to conduct the above Bryant, G. E., Hubbell, Slater, Sierra or Leviton. CONDITIONS FO THE CONTRACT AND DIVISION apply to this section. tests shall be furnished at the contractor's expense. PART 1 - GENERAL SCOPE. Provide all electrical work for a complete and satisfactorily operat- this PERMITS. b. b. Wall, receptacles shallbe duplex type with minimum rating of 15 amps, 120 volts. Receptacles shall be side wired type with break -off links permit- ing electrical system as shown on the drawings and as specified in Division CONDITIONS OF THE CONTRACT AND DIVISION I apply to section. ing conversion to split outlets. Receptacles shall be specification grade 16. a. All permits, including temporary permits, inspections, fees and licenses by Leviton, Bryant, G.E., Hubbell, Slater, or Sierra. SCOPE. required by the federal, state, county and city governments, shall be pur- CODES. Ins -tall in accordance with National Board of Fire Underwriters National this of the specifications shall include furnishing chased and provided by the electrical contractor. c. Exterior receptacles shall be 120V, 15A, GFI type with horizontal W.P. Electric Code and the regulations of governing local, state, county and other a. The work under section material and labor required to complete and leave ready for opera- increase in cover. applicable codes, including the Utilities Company. pp g of all tion, the electrical items in accordance with the specifications and accom- b. Fees shall include all utility company charges for service or STANDARDS. Use materials new and free of defects. Such material shall be panying drawings. service. LIGHTING FIXTURES AND LAMPS. UL listed, bear the UL label or be labeled or listed with an approved, nat- furnished this section of the specifications shall be-com- SERVICE. The main service design basis is 120/240 volts, three-phase, open delta a. The Contractor shall furnish, install and connect lighting fixtures. ionally recognized Electrical Testing Agency. Where no labeling or listing b. The work under furnish and four -wire. The buildings will be served with underground or overhead feeders service is available for certain types of equipment, submit test data to prove plete in all respects, and the electrical contractor shall necessary to complete the as indicated on the plans. The Contractor shall make provisions for power b. All lighting fixtures shall bear Underwriters Inspection label. to the Engineer that equipment install all items of a minor nature which are installation and usually included in similar work, even though not speci- company service. GUARANTEE. Per GENERAL CONDITIONS. fically shown.on the drawings or hereinafter specified, CERTIFICATE OF INSPECTION. The electrical contractor shall, at his expense, c. Each lighting fixture shall be supplied with the necessary straps, supports have all necessary inspections made by the local electrical inspection depart - or hangers, or other miscellaneous materials and devices to install them PERMITS FEES AND NOTICES. Secure and pay for per GENERAL CONDITIONS. c. In the event structural or field conditions necessitate a departure from ment and shall deliver a Certificate of Approval of the complete work to the in a satisfactory manner and to .conform to the architectural treatment in the design as indicated, the electrical contractor sha•11 make a detailed Owner before receiving his final payment. the areas in which they are to be installed. The contractor shall consult EXAMINATION OF RELATED CONDITIONS. Per section GENERAL REQUIREMENTS. drawing showing the proposed change and this drawing shall have the appro- all architectural and structural plans in order that he may familiarize him- val of the Architect before proceeding with his work. GUARANTEE. The Contractor shall leave the entire electrical system installed self with all necessary details for the various units to be installed through - INTERPRETATION OF THE DRAWINGS. Per SUPPLEMENTARY GENERAL CONDITIONS. 411 under this contract in proper working order and shall without charge, replace out the project. Failure et do this will riot relieve him of the erformresponsi- biliti of furnishing complete all necessary materials, etc., the dimensions, together with locations of doors, partitions, etc., are to be d. The :vork shall include, but not be limited to: any work or materials which develop defects within 1 year from date of final i perform function intended for the lighting system as shown on the drawings. taken from Architectural Drawings, verified at site by this Contractor. equipment acceptance by the Owner. Where longer guarantees are given by the manufac- l. Underground electric service (or overhead service) and service complete, including installing meter, C.T. can and including coordination turer of a particular item, they shall be extended to the Owner. d. The reflectors, glasses and louvers for the fixture units are to be cleaned COORDINATION. Provide all required coordination and supervision where work connects to or is affected by work of others. Work out any "tight" condlition with the utility company. CLEAN-UP. This subcontractor shall keep the work premises free of debris and in an approved manner prior to installation in order that paint or other in advance together with the General Contractor's Superintendent and the trades unusuable materials resulting from his work on a daily basis and immediately grease marks are not present when the system is put into use. involved, and if found necessary, prepare supplementary drawings for approval 2. Feeders, panelboards, branch circuit wiring, outlets and connections, upon completion of his work, he shall remove such debris and materials from before proceeding with the work. No additional cost will be considered for complete. the Owner''s property and shall leave -all floors broom clean in areas affected work which must be relecated due to conflicts with the work of other trades. Telephone conduits as shown on electrical drawings and as required by his work. SPECIAL REQUIREMENTS. including coordination with the appropriate utility. PART 2 - PRODUCTS a. Include all auxiliaries and accessories for complete and properly operating 4. Connection of pourer to mechanical equipment as specified and shown on CHARACTER OF MATERIALS AND EQUIPMENT. systems. the drawings. a. All materials and equipment, except as hereinafter otherwise noted, shall b. 'Mork covered under other divisions, specification sections or drawings which g 5. Temporary electric service during construction, including fees for P J 9 y be new and conform to standard as specified herein. Equipment is herein are to be performed by the work of this division shall be coordinated with temporary service and charges during construction. defined to include conduits, cable, wiring, materials and devices and panel - the Contractor of the other trades and the work performed at no additional boards. NO DATE REVISION DESCRIPTION cost to the Owner. 6. Connection of owner or Contractor furnished equipment as noted in the drawing schedule. b. All materials and equipment shall be of an approved design. Similar mate- d. Locate all openings required for work performed under this section. Pro- rials shall be of one manufacturer wherev er possible. Fugle b e rg Koch Associates vide sleeves, guards or other approved methods to allow passage of items 7. Lighting fixtures. Architects and Planners installed. Do no cutting without Architect's approval; provide structural c. All equipment offered under these specifications shall be limited to pro- reinforcing about cuts as required by conditions; repair darnage caused by 8. Gasoline pump service system. ducts regularly produced and recommended for service ratings in accordance 1600 East Amelia Street cutting to original condition. ' with manufacturer's catalogs, engineering data or other comprehensive lit - Orlando, Florida 32803 WORK BY OTHERS. The following work is specified under other sec tions of this erature made available to the public and in effect at the time of opening SUBMITTAL BROCHURE. Submit shop drawings, manufacturer's literature, data specification: of bids. 13 ®J) g 9 "9 2 1 sheets, etc., per section GENERAL REQUIREMENTS making submittal in a Techni- cal Information Brochure as outlined herein before start of construction or a. All starting equipment for motor -operated mechanical equipment will be d. Equipment shall be installed in strict accordance with manufacturer's 1720 We st minlste r Drive within ten (10) days after award of the contract. furnished by Mechanical Contractor. Setting and power wiring of starters instructions for type, capacity and suitability for each piece of equipment Denton, Texas 76201 shall be done by Electrical Contractor. used. Use weatherproof equipment where req�!ired- 1$1 71 5 66 " 3723 a. Format. Compile information into an adequately sized hard -cover, three- ring binder for 8-1/2-inch x 11-inch sheets. Provide correct designation b. All automatic temperature control system wiring and equipment shall be e. This contractor shall provide two sets of operating and maintenance manuals on outside cover and on end of brochures, and an index to contents. furnished and installed by the Mechanical Contractor. J to the Owner at completion of the project. Organize the material in an orderly manner and provide reinforced separ- THE SOUTHLAND CK ation sheets tabbed with the appropriate speci-ication reference number c. The telephone company will provide and install all the wire portion and MANUFACTURER'S DRAWINGS. The Contractor shall submit five copies of manufac- followed by the submittal for that portion of the specification. instruments for their service. turer's drawings of panelboards, switches, lighting fixtures and any special R(� ii APR CORPORATION C O � � 011 A Tf 0 electrical equipment to be installed before ordering same for installation. DATE b. Operating Instructions. Submit for checking a specific set of written REGULATIONS. Bldg. 6040 PRa� operating instructions on each item which requires instructions to oper- SERVICE EQUIPMENT. 7-1�1 STOP ate. After approval, insert information on each Technical Information a. The installation of all electrical equipment shall conform to the rules and Brochure. regulations of any authorities having jurisdiction and the requirements of a. Service equipment shall be located and sized as shown on the contract draw- `; the local power company and the telephone company, and the regulations of ings. C. Maintenance Information. Submit for approval '".aintenance Information con- the local electrical and building codes. All materials shall be new and :SPECIFICATION S 14w5 sisting of manufacturer's printed instructions and parts listed for each listed b UL as conformingto its standards in every case where such a y b. Meter base and current transformer can shall be approved by the power company item of equipment. After approval, insert information in each major i standard has been established for the particular material in question. prior to installation by this contractor. Technical Information Brochure. 0 A 1749G -a 'T, a r)