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HomeMy WebLinkAbout1504 French Ave 92-1456 Floor Plans Blockbuster VideoA) Vc 77 X AWft r 41, NA OCKBUSTER ,,STANDARD CONSTRUCTION LEASE AGREE '0 �JHE� WORK CIF 71­11��PRWEC ENT RELATES TO T f. AND I.S-'HtRBY mAbIE`A, PARTOF THESE DkAWINGS: AS. ";i1-10UGK FULLY CONT AINED IN THESE DRAWINGS. 2. CONTRACTOR SHALL: VERIFY ALL DIMENSIONS AND j T CONDITIONS AT'�THE_ SITE. 3. TO THE, 13EST OF OUR KNOWLEDGE THE STRUCTURAL INTEGRITY OF THE BUILDING, INCLUDING ROOF,, IS,, NOT LESSENED BY ANY OF THE WORK PROVIDED UNDER THIS CONTRACT. i 4. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED, OTHERWISE. 5. PROVIDE BASE IN SALES AREA ON THE EXPOSED WALLS NOT COVERED BY FIXTURE AND. EXTENDED 2" BEHIND FIXTURE. 6. MARQUEE AND WINDOW GRAPHIC UNITS SHALL BE SUPPLIED BY OWNER AND INSTALLED BY ri ARC' IITEGT CONTRACTOR. CONTRACTOR. SHALL SUPPLY AND INSTALL GOLD- COLOR CHAIN AND -HOOKS (2 CHAINS PER MARQUEE). INSTALL HOOKS IN TRIM AT TOP JEFF 'OF COLUMN ENCLOSURE. MOUNT MARQUEES TIGHT AGAINST COLUMN ENCLOSURE. FALKANGER & 8. CONTRACTOR SHALL PROVIDE OASIS WATER COOLER MODEL OPLF8WMD OR APPROVED ALTERNATE.; ES, 9. CONTRACTOR SHALL CLEAN ENTIRE DEMISED PREMISES INCLUDING CEILING TREATMENT 1_11 a. r_ Li PRIOR TO INSTALLATION OF FIXTURES.K"'PORAT 10. CONTRACTOR TO PROVIDE PEEP HOLE IN OFFICE 614 tOUTH FEDERAL HWY. AND REAR EXIT DOORS AT 5'-0" A.F.F. FT.,LAUDERDALE, FL 33301 11. CONTRACTOR SHALL REMOVE DEBRIS, MATERIAL, ECT. TO ALLOW ADEQUATE ACCESS FOR SOFFIT INSTALL— (305) 764-6575 ERS PRIOR TO INSTALLATION OF SOFFIT SYSTEM. 12. CONTRACTOR TO PROVIDE 6" WHITE HELVETICA STREET 2000 MAIN ST.,=SUITE #801 ADDRESS LETTERS TO MOUNT ABOVE PRIMARY ENTRANCE. FT. MYERS, FL 33901 13. HANGING INFORMATIONAL SIGNAGE AT SERVICE COUNTERS SHALL BE PLACED 6'-6" ABOVE FINISH (813) 332-1554 FLOOR TO BOTTOM OF SIGNS. (FURNISHED BY BLOCKBUSTER) tx 5/8" TYPE "X" GYP. BD. ON 3/4" FURRING 0 16" O.C. OVER R-5 15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FOIL INSULATION ON EXISTING REPORT ANY DISCREPANCIES TO THE ARCHITECT MASONRY PRIOR TO ORDERING MATERIAL OR INSTALLATION. 16. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS ON JOB. 17. CONTRACTOR TO PAINT ALL WALLS AS PER SCHEDULES. SEE SHEET A-3 FOR FINISH SCHEDULES 18. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS "LARSON CO." MODEL #MP5 OR EQUAL. (MIN. 1/2500 S.F.) AS LOCATED ON PLAN 0 3 REQUIRED, 3 PROVIDED F.E. Ift I 101 k, 4' N 0, "T Eto j": DESIGNED PAINT WALLS W/ P-4 1. PATCH FLOORS AS REQUIRED WHERE EXISTING CONSTRUCTION IS REMOVED. PATCH AND PAINT DRAWN ALL INTERIOR WALLS. (SEE FINISH SCHEDULE SH T. 3) CHECKED 2. VERIFY WITH OWNER EXTENT OF MATERIALS TO f BE RETAINED BY OWNER. co 3. CONTRACTOR TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. OD 0PARTITION11 LE`-�GEND DENOTES EXISTING CONSTRUCTION TO REMAIN. DENOTES EXISTING CONSTRUCTION TO BE REMOVED. PATCH AND REPAIR AS REQUIRED TO MATCH EXISTING. DENOTES NEW PARTITION WALL. SEE DETAIL 1/A-3 DENOTES EXISTING COLUMNS. DENOTES NEW COLUMN COVER. SEE DETAILS ON SHEET A-3. R E%- V I S 1 0 N S .Comm. DATE Q19103 AUG. 4, 199_2 BLOCKBUSTER VIDEO, #12178 SANrvri nE. AIL Cr ou .111111TER SANFORD FIRE DEPAR f 1UE 303 FRENCIA AVE _ I A 32711 L07D SANFOV $.R,#17-92.�& �15TH ST. SANFORD -FLORIDA DAT DEMOLIT Lj _/q, ION FL comOOR \JEW STOREFRONT VESTIBULE MERCIAL PLAN ' CHECKED Z9 RELOCATE EXISTING DOORS, RES)DENTIAL MODIFY HARDWARE FOR NEW Ae ss �b DOOR LOCATION AND CONFIGURATION. ADDRE Z2L V, Ow Jim w 0 rat ril F� 12 THESE PLAAIIS FIAVE MOB BEEr4 BLVIEWED A . TO TFIE`ADA DISABILITY AGA REGULATIONS SANFORD FIRE DEPARTMENT. 1303 FRENCH AVENUE SANFORD, FLOR19A 32771 D,91�- uI lot ,I,I�hlii!1. ARCHITECTURAL: A--1 TITLE SHEET A-2 FLOOR PLAN___?o' A---3 REFLECTED CEILING PLAN A-4 SCHEDULES, DETAILS, & INTERIOR ELEVATIONS A-5 T.V. SUPPORT DETAILS A—g LAYOUT PLAN A-7 DROPDOX DETAILS A-8 PREFAB SOFFIT DETAILS & SUPPORT FACILITIES EQUIPMENT LAYOUT A-9 DETAILS & EQUIPMENT LAYOUT A-10 ELECTRICAL PLAN A-11 PLUMBING PLAN SPECIFICATIONS: IIL1_]Y IC,OANEE,CTIO,N I'`�E SP-1 SPECIFICATIONS IT f - , _ SP-2 SPECIFICATIONS /vo SP-3 SPECIFICATIONS SP-4 SPECIFICATIONS SP-5 EQUIPMENT RESPONSIBILITY u fLl SCHEDULE ARCHITECT JEFF FALKANGER • ASSOCIATES 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554 COPYRIGHT @ 1992. ARCHITECT JEFF FALKANGER 2, ASSOCIATES INC. ALL RIGHTS RESERVED. THIS DOCUMFNT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM V!F(IIOUT PERMISSION DESIGNED DRAWN CHECKED R E V I S 1 0 N S COMM. DATE 92103 13 AUG '92 BLOCKBUSTER VIDEO #'! 2178 SANFORD RETAIL CENTER S.R.#17-92 & 15TH ST. SANFORD, FLORIDA TITLE SHEET m E mos' 60'-0' EXISTING DOORS TO -n /� II BE SEALED SHUT. II I I II 1031 LL. — / II � J fi I I rt =_� O II I I II F I I LL II � L_ TL J L_------ Ff___ L-------------J 5/8" TYPE "X" GYP. BD. ON 3/4" - I I FURRING (9 16" O.C. OVER R-5 FOIL INSULATION ON EXISTING MASONRY WALL. III II Wo I I PAINT WALLS W/ P-4 1 102 1II II s II II II II II II II II I I III III I I II II 5/8" TYPE "X" GYP. BD. ON 3/4" FURRING ® 16" O.C. OVER R-5 FOIL INSULATION ON EXISTING MASONRY WALL. 0 PAINT WALLS W/ P-4 5/8" TYPE "X" GYP. BD. ON 3/4" III FURRING ® 16" O.C. OVER R-5 FOIL INSULATION ON EXISTING III MASONRY WALL. I 1 II II II II II 8 X 8 CER. TILE: F-4 ON FINISH SCHLE. SEE FINISH SCHEDULE SHEET A-3. (SEE DETAIL 6 SH.A-8) II INSTALL GRADUS CLIP —TOP CARPET TR�t — BRONZE CLIP —TOP REDUCER MODEL #BFT 29 W uPVC BASE BETWEEN CARPET AND CERAMIC TILE. II EXCESS CERAMIC TILE TO BE LEFT ON I bBSITE W/ PRODUCT CENTER MANAGER. CONTq CTOR TO LEAVE IT AT 5% OVERAGE. II TILE RAKE TO BE USED IN SETTING TILik I W/ 3/8" OR 1 /2" TOOLED GROUT JOIN .1 NOTE: 11 TILE TO BE PROTECTED AFTER INSTALL LION BY COVERING W/ GYP. BD. OR PLYWD.I JOINTS TO BE SEALED W/ TAPE SEAL IfOUT AS PER MANUFACTURER'S SPECS. II II ilk you r� E� SEE LA v oLIr PLAN < I PAINT WALLS W/ P-1 PAINT WALLS W/ P-4 NEW STOREFRONT VESTIBULE LDOOR TE EXISTING, DOORS, HARDWARE,FOR NEW OCATION AND CONFIGURATION. 1 ELOCATE EXISTING DOORS, ODIFY HARDWARE FOR NEW 11 / \� II MAX. STEP AT DOOR LOCATION AND CONFIGURATION. EACH ITION /,FLOOR G.C. TO CUSTOM FIT BREAK M­TL. TO JOB SITE CONDITIONS 4, r 1 !—O„ 1. BLOCKBUSTER STANDARD CONSTRUCTION LEASE AGREE— MENT RELATES TO THE WORK OF THIS PROJECT AND IS HERBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED IN THESE DRAWINGS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. 3. TO THE BEST OF OUR KNOWLEDGE THE STRUCTURAL INTEGRITY OF THE BUILDING, INCLUDING ROOF, IS NOT LESSENED BY ANY OF THE WORK PROVIDED UNDER THIS CONTRACT. 4. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 5. PROVIDE BASE IN SALES AREA ON THE EXPOSED WALLS NOT COVERED BY FIXTURE AND EXTENDED 2" BEHIND FIXTURE. 6. MARQUEE AND WINDOW GRAPHIC UNITS SHALL BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL SUPPLY AND INSTALL GOLD COLOR CHAIN AND HOOKS (2 CHAINS PER MARQUEE). INSTALL HOOKS IN TRIM AT TOP OF COLUMN ENCLOSURE. MOUNT MARQUEES TIGHT AGAINST COLUMN ENCLOSURE. 8. CONTRACTOR SHALL PROVIDE OASIS WATER COOLER MODEL OPLF8WMD OR APPROVED ALTERNATE. 9. CONTRACTOR SHALL CLEAN ENTIRE DEMISED PREMISES INCLUDING CEILING TREATMENT PRIOR TO INSTALLATION OF FIXTURES. 10. CONTRACTOR TO PROVIDE PEEP HOLE IN OFFICE AND REAR EXIT DOORS AT 5'-0" A.F.F. 11. CONTRACTOR SHALL REMOVE DEBRIS, MATERIAL, ECT. TO ALLOW ADEQUATE ACCESS FOR SOFFIT INSTALL— ERS PRIOR TO INSTALLATION OF SOFFIT SYSTEM. 12. CONTRACTOR TO PROVIDE 6" WHITE HELVETICA STREET ADDRESS LETTERS TO MOUNT ABOVE PRIMARY ENTRANCE. 13. HANGING INFORMATIONAL SIGNAGE AT SERVICE COUNTERS SHALL BE PLACED 6'-6" ABOVE FINISH FLOOR TO BOTTOM OF SIGNS. (FURNISHED BY BLOCKBUSTER) 15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ORDERING MATERIAL OR INSTALLATION. 16. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS ON JOB. 17. CONTRACTOR TO PAINT ALL WALLS AS PER SCHEDULES. SEE SHEET A-3 FOR FINISH SCHEDULES 18. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS "LARSON CO." MODEL #MP5 OR EQUAL. (MIN. 1/2500 S.F.) AS LOCATED ON PLAN Q 3 REQUIRED, 3 PROVIDED F. E. DEMOL1110N NOTES.., 1. PATCH FLOORS AS REQUIRED WHERE EXISTING CONSTRUCTION IS REMOVED. PATCH AND PAINT ALL INTERIOR WALLS. (SEE FINISH SCHEDULE SHT. A-3) 2• VERIFY WITH OWNER EXTENT OF MATERIALS TO BE RETAINED BY OWNER. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. .p Al al DENOTES EXISTING CONSTRUCTION TO REMAIN. DENOTES EXISTING CONSTRUCTION TO BE REMOVED. PATCH AND REPAIR AS REQUIRED TO MATCH EXISTING. DENOTES NEW PARTITION WALL. SEE DETAIL 1 /A-3 O DENOTES EXISTING COLUMNS. Trrrrrrrrrrrrr DENOTES NEW COLUMN COVER. SEE DETAILS ON SHEET A-3. ARCHITECT J FF FALKANCER ASSOCIATES INCORPORATED 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554 COPYrIIG11T © 1992 Ai1C1117ECT JErr rALKANGErt B ASSOCIATES INC. ALL fl",ITS rIESErrvrD. HITS DOCUMENT Oil PANIS 111EIIEOr, MAY NOr DE rIrimomiCED IN ANY I-ONM WIIIIODr PF11MISSION DESIGNED DRAWN CHECKED S.R.#17--92 & 15TH ST. SANFORD, FLORIDA DEMOLITION / FLOOR PLAN 4 I= I E J - I i I of SUSP. CLG. N 10'-0" A.F.F. 5/8" TYPE "X" GYP. BD. ON N 2 1/2" MTL. STUDS 0 COLUMN SUSP. CLG. METAL STUD DIAGIONAL BRACE ENCLOSURE WOOD BLOCKING N 10'-0" A.F.F. ® 4'-0" C/C FOR OAK TRIM OAK TRIM SCREW METAL BRACE TO 5/8" TYPE "X" P. BD. OAK TRIM W/ VINYL BASE BELOW METAL DECKING 1/4" POL. PLATE MIRROR ALL �_ 1/4" POL. P ATE MIRROR 4 SIDES 0 COL. ENCL. OAK TRIM 2 1/2" L. STUDS 8@-�• MTL. RUNNER DRAFTSTOP (FIRESTOP) BRASS J-MOLD 3 5/8" TYPE "X" GYP. BD. ALL SIDES A-4 1/4" POL. PLATE MIRROR SUSPENDED LAYIN CEILING TILE 2 1/2" MTL. STUDS ARCHITECT WOOD SYSTEM. ll Q FOR OAKO ILTRIMI JEFF & SLATWALL 4'•--10 A.F.F. QQ� MTL. RUNNER DRAFTSTOP (FIRESTOP) TOP OF SLATWALL FALKANCER & 5/8" TYPE X" GYP. BD. ON 3 5/8" FINISH 0 25 GA. METAL STUDS AT 16" C/C. � � ASSOCIATES of 3/4" OAK TRIM INCORPORATED x ini PROVIDE WOOD BLOCKING FOR ALL WALL CABINETS, SHELVES, ETC. 614 SOUTH FEDERAL HWY. O� �, FT. LAUDERDALE, FL 33301 J BOX MTD. HORIZ. J BOX MTD. HORIZ. "CHARCOAL MATRIX" SOUND ATTENUATING GATT IN COLUMN BASE N ATWALL 58" HIGH (305) 764-6575 INSULATION p� IN COLUMN BASE MIRROR ABOVE q�fF �'� A WLE 2000 MAIN ST., SUITE #801 POWDER PINS (9 24" C/C ���� BLUE VINYL BASE B-1 FT. MYERS, FL 33901 BLUE VIN ASE B-1 (813) 332-1554 IIIlllllllll II Iilllllllill II COPYRIGHT © 1992 WITHIN SHELFING (VERIFY W/FLOOR PLAN) ARcmrECT JEFF FALKANGER i ASSOCIATES INC TYPICAL INTERIORJ FREE STANDING (VERIFY W/FLOOR PLAN) ALL RIGHTS RESERVED. TkOC REPRO UC COLUMN OR PARTS THEREOF, fnnv NOT pE REPRODUCF9 SECTION:COLUMN IN ANY FORM YlITHOUT PERMISSION N� COLUMN --- PARTITION ENCLOSUREDETAIL 2 ENCLOSURE 3 SEC 1/2 to, = 1 9-0 1/2 = 1 ' — ®» A 4j N.T.S. A-41 ENCLOSURE 4 N.T.S. M A-4 DOOR SCHEDULE 3/4" STUCCO AS SPEC'D DESIGNED ON 8" CONC. BLOCK DR. NO. SIZE NOTES (OR LINTEL ® HEAD 1. 1 VARIES EXISTING DOOR TO REMAIN PAINT P-1 CONDITION — ) DRAWN .- 2 3'-0" X 7'-0" X 1 3/4" SOLID CORE INTERIOR —OAK VENEER —STAIN GRADE W/ SCHLAGE 'D SERIES' RHODES STOREROOM LOCKSET AND CLOSER —PAINT DOOR P-2. MIRROR 'o � 3 3'-0" X 7'-0" X 1 3/4" ALUMINUM AND GLASS DOOR — W/ DOUBLE CYLINDER DEADBOLT W/ CLOSER — CHANGE HARKWARE FOR NEW DOOR CONFIGURATION o, CHECKED VERIFY SIZE 4 3'-0" X 7'-0" X 1 3/4' ALUMINUM AND GLASS DOOR — W/ NO LOCKS W/ CLOSER / W/OWNER 5/8" TYPE "X" DRYWALL 5 3'-0" X 7'-0" X 1 3/4" HOLLOW METAL DOOR — W/ PANIC HARDWARE (DETEX) W/ AUBIBLE ALARM (NARROW) & PEEP HOLE 6 VARIES EXISTING DOOR TO BE RELOCATED o •.o 3/4" PLASTER GROUND ROOM 5'-0"PAPER TOWEL/ FINISH SCHEDULE DISPENSER :;o.:;:.o:o: --- CORNER BEAD TOP OF WALLCOVERING 1-1/2"0 GRAB WALLS BAR (36" LONG) RM. N0. ROOM NAME CEILING FLOORS BASE CLG. HT. REMARKS 1-1 " GRAB CCAULK D N # S * E W * BAR (42LONG) ! 4� HEAD ALUM. STORE FRONT 101 SALES FLOOR P-4 P-4 P-1 P-4 C- 1 F- 1 B- 1 10'-0" CLEAR 1-1/2 102 WORKROOM P- 3 P- 3 P- 3 P- 3 C- 1 F- 2 B- 1 10'-0" HANDICAPPED SOAP DISPENSER CAULK OVER 103 RESTROOM P-1,W-1 P-1,W-1 P-1,W-1 P-11W-1 C - 1 F - 2 B - 1 9'-0" PAINT WALLS TO WALL COVERINGS WATER CLOSET X 1/4" SHIM SPACE 104 RESTROOM P-1,W-1 P-1,W-1 P-1,W-1 P-1,W-1 C - 1 F - 2 B - 1 9'-0" PAINT WALLS TO WALL COVERINGS ¢ GLAZING AS REQ'D. TOILET PAPER HOLDER 00 - WALL MOUNTED M m CD SINK (INSULATE 0i PIPING AS REQ'D.) * INSTALL WALL DECAL ABOVE NEW RELEASE SECTION ON P-4 SEE SHEET A-5 FOR EXTENTS OF PAINT AND DECALS. ALUM. STORE FRONT 5/8" TYPE "X" DRYWALL JAMB FLOORING SCHEDULE ITEM NO. DESCRIPTION F — 1 BLOCKBUSTER CONFETTI —BLUE; STYLE: 4415 DSDN ANTRON GRAPHIC; COLOR: A6624 — AVAILABLE THRU: CONTRACT DIST. CORP. (214) 392-9950 — DIRECT GLUE DOWN METAL DOOR FRAMES 2x4 JACK & STUD - CONTRACTOR TO SUPPLY. CONTR. TO INSTALL * * W/ 3 ANCHORS/SIDE ' MIN. F — 2 ARMSTRONG IMPERIAL MODERN EXCELON — 12"X12"X1/8' COLOR: PEWTER — ARMSTRONG 'S-750' ADHESIVE — CONTR. TO SUPPLY & INSTALL * # ELEVATIOF - 3 NOT USED 5 F — 4 MARAZZI GLAZED CERAMIC TILE W/ ABRASIVES. 8' X 8' BISCAYNE. GROUT TO BE CUSTOM BLDG. PRODUCTS jF6O CHARCOAL — CONTR. TO SUPPLY AND INSTALL * * / is • is ** A - INSTALL PER MANUFACTURERS INSTRUCTIONS 4 R E V I S 1 0N S 5/8" TYPE "X" DRYWALL JAMB 7B WALLCOVERINGHARDWARE COMM 1.3 AUO '92 CiAL RI�R JA 9 2103 1 TEM N 0. :p DESCRIPTION ITEM DESCRIPTION OR APPROVED EQUAL) p'p • .p p 1 GLASTEEL - SERIES 1200 TOS - FLAT OR APPROVED F.R.P. BOARD - COLOR: WHITE. CONTRACTOR TO SUPPLY & INSTALL STOREROOM LOCKSET SCHLAGE D 80 PD RHODES W 626 SATIN CHROME FINISH LEVER TYPE HINGES STANLEY F179 4 1 2" X 4 1/2" US10A CLOSERS NORTON 1603-613 TRI-STYLE REVERSIBLE BLOCKBUSTER WALL STOP WC 2T-613 PAINTSCHEDULE PEEP HOLE BELWITH 2330 180 DEGREE VIEWING ANGLE VIDEO #12178 AUDIBLE ALARM FLUSH DETEX 230B EXIT ALARM W RM CYLINDER OF FLUSH H.M. SRS 5/8" GYP. BD. ON 3 5/8" ITEM NO, DESCRIPTION AUDIBLE ALARM NARROW SIRO 36" AL PANIC EXIT ALARM OR NARROW STYLE DRS OR DETEX ECL 220 MTL. FRAMING SANFORD PASSAGE LOCKSET SCHLAGE D 10 S RHODES PASSAGE LOCKSET LEVER TYPE P = 1 BENJAMIN MOORE OW24 -REGAL AQUAVELVET FLAT AND SATIN IMPERVO SEMI -GLOSS RAIL � � ALUM. STORE FRONT P - 2 CLEAR LACQUER SEALER O P 3 BENJAMIN MOORE 76 OFF-WHITE - REGAL AQUAVELVET FLAT AND SATIN IMPERVO SEMI -GLOSS 21 1/2' RETAIL P - 4 IBENJAMIN MOORE: 215-5A7XYE10-OG(SEMI-GLOSS) C EPAO T E R REST FIXTURE CEILINGITEM N0. DESCRIPTION ITEM N0. DESCRIPTION 42 GRAB BAR BOBRICK co S.R. 17-92 & 15th ST.SANFORD, FLORIDA 36" GRAB BAR BOBRICK r` � C - 1 ARMSTRONG CORTEGA 5/8" - COLOR: WHITE SOAP DISPENSER BOBRICK B-112 d C - 2 ARMSTRONG "SECOND LOOK I" - SCORED - 24" X 24" X 5/8" LAY -IN CEILING TILE TOWEL DISPENSER BOBRICK B-262 112In TISSUE DISPENSER BOBRICK B-273 SCHEDULES AND OR APPROVED EQUAL SILL O ALUM. STORE FRONT DETAILS BASE SCHEDULE HOLLOW MTL. JAMB. GC CAULK OVER 1/4" SHIM SPACE TO PROVIDE ADEQUATE W ITEM N0. DESCRIPTION BLOCK'G WHERE REQ'D. � B - 1 ROPPE - 4" COVE BASE -COLOR: 87 BLUE FOR PROPER INSTALLATION •••' r _ CONC. FLOOR SLAB � B - 2 1" X 3" OAK TRIM AROUND COUNTER UNITS ONLY. PAINT P - 2. T"YPICAL HEAD/ a W JAMB DET6 STOREFRONT OF N N.T.S. A-4INA » ,— » 7 1 0 3 1 0 A-4 p- 1 /4-*-V-0" V9 IE-DL-SH Q ;1 MY 3/4" = 1'-0" STEEL JOIST UNISTRUT P1 I FRONT ELEVATION STEEL JOIST UNISTRUT P1000 \v \ 4 —5 CEILING ELEV. 1 TV SUF ASSEME (REFER FRONT ELEVATION 3/4 of = 1'-0" ELEVATION 3»=1,-0» SIDE UNISTRUT P1000 CHANNEL NUT W/ SPRING UNISTRUT PART #P1010 W/ 1 /2" BOLTS (2 REQ'D.) ANGLE FITTING UNISTRUT PART #P1728 1 /2" DIA. BOLT AND NUT (2) REQUIRED TS 1 1 /2" x 1 1 /2" x 0.120 VERT. TUBE ONLY (REFER TO NOTES 3 & 4) LINE 0'-0" PORT ;LY 103) CEILING LINE ELEV. 1 0'— 0" TV SUPPORT ASSEMBLY (REFER 103) 3' FRONT STEEL JOIST GENERAL NOTES 1. THESE ASSEMBLIES ARE DESIGNED TO MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES. THE DESIGN MEETS 0 UNISTRUT P1000 EXCEEDS THE LATEST REVISIONS OF BOCA, UBC, AND SBC FIELD CUT TO FIT CODES. — -- - � — — — — -- — — — — — -- 2. ALL UNISTRUT SECTIONS AND HARDWARE ACCESSORIES SHOWN ARE P1000 1 5/8" CHANNEL ASSEMBLIES UNLESS OTHERWISE NOTED. \ 3. TRIM 1 3/4" X 1 3/4" X 12 GA. TELESPAR TUBE TO FIT --_v— ---�— — �— —_—_—_ FIELD CONDITIONS. MAXIMUM UNDRACED LENGTH OF — — — — — — �— — — —\ ASSEMBLY IS 3'-0" FOR SEISMIC APPLICATIONS. UNBRACED / LENGTH MAY EXCEED 3'-0" FOR NON —SEISMIC APPLI— CATIONS ONLY, CONTACT ENGINEER FOR APPROVAL. 5 ARCHITECT 3' 4'-0' NAK) —5 4. FIELD DRILL TWO 9/16" DIA. HOLES IN 1 3/4" X 1 3/4" X 12 GA. TELESPAR TUBE USING THE UNISTRUT BRACKET �^r 4 FP1728 AS TEMPLATE AFTER IT HAS BEEN TRIMMED TO UNISTRUT P1000 A-5 THE REQUIRED LENGTH. FIELD LOCATE HOLES TO MATCH �( A� FIELD CUT TO FIT UNISTRUT ANGLE. FALKANCER & 5. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO A�OCIAT �7 THE FOLLOWING: AISC, ACI, UNISTRUT, AND APPLICABLE LOCAL & NATIONAL BUILDING CODES. INCORPORATED CEILING LINE 6. CONTACT ROBERT HALL & ASSOCIATES CONCERNING ANY ELEV. 10'-0" CHANGES OR MODIFICATIONS THAT MAY BE REQUIRED DUE 614 SOUTH FEDERAL HWY. TO THE EXISTING CONDITIONS. FT. LAUDERDALE, FL 33301 fV (305) 764-6575 TV SUPPORT ASSEMBLY (REFER 103) 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 1 10' (813) 332-1554 COPYRIGH-T © 193? ARCHITECT JEFF FALKANGER & ASSOCIATES INC. ALL nIGHT S RESERVED. THIS DOCUMENT OR PARTS FHEREOF, MAY NOT OE REPRODUCED IN ANY FORM.VIITHOUT PERMISSION SIDE ELEVATION SIDE ELEVATION UNISTRUT P1000 r_ CHANNEL NUT W/ SPRING UNISTRUT PART #P1010 W/ 1 /2" BOLTS (1 REQ'D) 'Z' SHAPE FITTING UNISTRUT #P1045 • • A . 3»=1'-0» UNISTRUT P1000 FIELD CUT TO FIT STEEL JOIST CEILING LINE ELEV. 10'-0" TV SUPPORT ASSEMBLY (REFER 103) SIDE S- N OTE: NEW UNISTRUT TELESPAR 1 3/4" x 1 3/4" x 12 GA. TUBE PART #161`10. ADJUST LENGHT TO MEET FIELD CONDITIONS. (NOTE 3) NEW TS 1.5 x 1.5 x 16 GA. BRACE WELDED AS SHOWN CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING TV MONITORS TO HANGER ASSEMBLY. 3/4" — 1'-0" UNISTRUT P1000 CHANNEL NUT W/ SPRING UNISTRUT PART #P1010 W/ 1 /2" BOLTS (1 REQ'D) 'Z' SHAPE FITTING UNISTRUT #P1045 3„=10-0" FIELD DRILL (2) 9/16" DIA. HOLES TO MATCH HOLES IN UNISTRUT ANGLE FITTING #P1728 NEW UNISTRUT TELESPAR 1 3/4" x 1 3/4" x 12 GA. TUBE PART #161`10. ADJUST LENGTH TO MEET FEILD CONDITIONS. (NOTE 3) SHOP DRILL (3) 9/16" DIA. HOLES AT 1 1 /4" O.C. SUPPLY (3) 1 /2" DIA. BOLTS FOR ASSEMBLY NEW UNISTRUT TELESPAR 1 1 /2" x 1 1 /2" x 12" GA. TUBE PART #14F10 WELDED INTO ASSEMBLY AS SHOWN. 1�r STEEL JOIST UNISTRUT P1000 CHANNEL NUT W/ SPRING UNISTRUT PART BOLTS O 1/2" W/ 3' WASHER ELEVATION r 1111 pj :1 FA0 I q SECTION DESIGNED DRAWN CHECKED S.R.#17-92 & 15TH ST. SANFORD, FLORIDA TV MONITOR SUPPORT HANGER DETAILS DL-N .� I. x. 6"-2"" 6'-0" RR -� 03 0 RR 104 r �1 0 ;' O \ y \ L- I ' j 3 I- - i I I 3 102 3 , O / / /tK s F W-3 W-3 / / ��.°c NARQUE / <` DK � F tK tK �L! <,� ,Q `• V.L. I , ,tK 4 tK m 3 \ tK \> � 3 3 4'-5' /�, 3 / \> tK CL 3 c W-4 W-4 W-4 W-4 W-4 W-4 W-3 W-3 O W-4 F v- _ 3 + / Q` `\ \ A tK tx \ E NARQUEE �� / \ , ,� X\ \ ' ` I tK tK lip X\ / ,tK tK +�tK +\ \\ 3 tK �'� s r••� �c\ \\ is `\ 7L \\ �9 rz �8H y vCP \\\ +\ \\ �/ O O O 3 G Q, VCP i SERVICE COUNTER I _ 3 MESSAGE; BOARD J �G O E.A.S. SYSTEM J�OI—IALON FIRE EXTING. TAPE DROP k 'X LASER PRINTER O �j ® ® VCP I APP. BEAM TABLE u BAG 0 6 NEON IlOpEwl L DOUBLE SIDED SIGN MARQUEE 1 3 CAW-4 F it .v <�NONIT( FACE CAPACITY BREAKDOWN MAX S.P. CAP. ACTION 1752 COMEDY 1344 DRAMA 1536 FAMILY 1216 GAMES 504 SPEC. INT. 864 ACCESSORIES 84 TOTAL (BSI) 7300 NEW RELEASE 2480 TOTAL CAPACITY g780 FIXTURES FIXTURE PROP. W-3 (48) 5 W-4 (64) 41 CW-3 (24) 0 CW-4 (32) 2 FX-3 (72) 27 FX-4 (g6) 50 TOTAL 125 NEW RELEASE TYPE QTY. TITLE CT. NEW RELEASE W-3 W-4 5 35 240 2240 TOTALS 40 2480 SQUARE FOOTACE BREAKDOWN GROSS EXTERIOR SQUARE FEET ------------ 4842 GROSS INTERIOR SQUARE FEET--------------------4656 GROSS SQUARE FEET OF: OFFICE ------------------ XXXX WORKROOM -------------- XXXX HALLWAY ---- XXXX TOILETS ----------------- XXXX OTHER ------------------ XXXX TOTAL ------------------ 283 NET SALES FLOOR AREA ---------------- 4373 J ARCHITECT JEFFF ALKANG ASSOCIATES INCORPORATED 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554 COPYRIGHT (D 1992 ARCHITECT JEFF FALKANGFR L ASSOCIATES INC. ALL RIGHTS RESERVED. THIS DOCUMEttT OR PARTS THEREOF, MAY NOT DE REPRODUCED III ANY FORM WITHOUT PERMISSION DESIGNED DRAWN CHECKED \� :J 1 /lw-1 *—On N DLDBOX I , TO SWITCH IN OFFICE 10'-0" FIN. CLG. MARQUEE BY OTHERS SUPPLIED BY BLOCKBUSTER HUNG BY G.C. MAROUEE WIRING DETAIL N.T.S. DUPLEX OUTLET MOUNTED FLUSH W/ CEILING BY ELECT. CONTR. WIRING TO RUN ALONG CHAIN TO SWITCH IN OFFICE 1 O'-0" FIN. CLG. "OPEN" SIGN (NEON) SUPPLIED BY BLOCKBUSTER HUNG BY G.C. L, !, 9jil : "ll 6, we], N.T.S. TILE/CARPET LAYOUT r6' 0 I In WALL UNIT 10'-0" DUPLEX OUTLET FIN. CLG. MOUNTED FLUSH W/ CEILING BY ELECT. CONTR. TRANSFORMER BY SIGN CONTR. WIRING TO RUN INTERIOR GLASS ALONG CHAIN PARTITION WALL MULLION AT HEK LEVEL WITH TOP OF COUNTER ONE DUPLEX OUTLET TO BE MOUNTED HORIZONTALLY IN TOE KICK BASE TEMPERED GLAS`. BY ELECT. CONTR. zi J—BOX BY ELECT. CONTR. 0'-0" CO—ORDINATE LOCATION W/ FIXTURE CONTR. FIN. FLR. ELECTRIC FIXTURE DETAIL i3 A-9 N.T.S. -9 Id 11'-1' 3'-2' , 4'-9' 3'-2' MIRRORED GLASS BACKED WITH BLUE LAMINATE ON BOTTOM PANELS 1/4" CLEAR GLASS ON TOP PANELS 1/4" TEMPERED CLEAR GLASS IN ALUM. STOREFRONT SYSTEM DOOR STOP 5'-0' 2'-2 1/2' IA 3'-0' INSTALL 'NOT AN EXIT" SIGN OVERTHIS DOOR MIRRORED GLASS BACKED WITH BLUE LAMINATE ON BOTTOM PANELS 1/4" CLEAR GLASS ON OP PANELS DOOR STOP 4 A-9 MULLION AT 3'-8" A.F.F. INSTALL "NOT AN EXI1 SIGN OV R THIS DOOR 5'-0' 8' L 3'-0' L 2'-2 1/2' FIELD VERIFY STOREFRONT DIMENSIONS (ESTIBULE /2 1 i—On (d 0 I co cn z 0 0 z 0 U c U z in F- V) X w Fy w ME m NO TAPES OR TARGETS STORED IN THESE CABINETS — TAPE DROP (INTO CABINET BELOW) 1/4 " = 1 ' - 0" SOFFIT SYSTEM BEHIND MIRRORED GLASS BACKED WITH BLUE LAMINATE SERVICE COUNTER BASE B-2 ALL AROUND COUNTER UNITS INTERIOR ELEVATION � " = i I -Opp \�A -- 9 ** OPTIONAL LOCATION FOR T.A.C.C. SAFE ❑T TELEPHONE CI CREDIT CARD IMPRINTER =SK SECURITY KEY PAD �H HEATSEALER PNT PRINTER VCP VCP W/ VIEWING MONITOR ® REWINDER 0 ZON EMCASH REGISTER/ COMPUTER COMPUTER m em Now ARCHITECT JEFF FALKANGER & ASSOCIATES INCORPORATED 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554 COPYRIGHT © 1992 ARCHITECT JEFF FALKANGER & ASSOCIATES INC. ALL RIG IITS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE fIFPRODUCED IN ANY FORM WITHOUT PERMISSION DESIGNED CHECKED R E V I S 1 0 N S COMM. DATE 92103 13 AUG '92 BLOCKBUSTER VIDEO #12178 SANFORD A r L S.R.#17-92 & 15TH ST. SANFORD, FLORIDA DETAILS AND EQUIPMENT LAYOUT 1/4-- - 1'-0- DL-CTR m 42" A.F.F. PANM 8Ar USE EXISTING AHU #1 EXISTING CU #1 EXISTING AHU #2 EXISTING CU #2 EXISTING AHU #3 EXISTING CU #3 EXIT SIGNS COMPUTER RECEPT 11 0180 W EA. GENERAL RECEPT. 51 0180 W EA. SPARE 74,360 WATTS TOTAL 74,36OW 206.56 AMPS TOTAL 2084-3 USE NEW 225 AMP PANEL 120/208 V., 30, 4W. MLO ELECTRICAL KEYS 1 J-BOX MOUNTED IN FIXTURE FOR POWER. SEE ELEC COUNTER DETAIL. FOR POWER REQUIREMENTS. 2 J-BOX MOUNTED IN FIXTURE FOR CPU CABLES. INSTALL (1) SHIELDED CABLES (4 WIRE 22 AWG) TO CPU IN OFFICE. LEAVE MIN. OF 10' CABLE THIS END AND MIN. 3' CABLE IN OFFICE. INSTALL NYLON PULL WIRE FOR TELEPHONE. SEE "ELEC. COUNTER DTL." 3 J-BOX MOUNTED IN FIXTURE. INSTALL (2) SHIELDED CABLES (4 WIRE 22AWG) TO CPU. LEAVE MIN. 10' CABLE THIS END AND 3' AT CPU IN OFFICE. INSTALL NYLON PULL WIRE FOR TELEPHONE. SEE "ELEC COUNTER DETAIL". 4 J-BOX MOUNTED IN FIXTURE FOR SECURITY MONITOR. SEE "ELEC. COUNTER DETAIL". 5 J-BOX MOUNTED IN FIXTURE. INSTALL (1) SHIELDED CABLES (6 WIRE 22AWG) TO COMPUTER TERMINAL ON COUNTER. LEAVE MIN. 3' CABLE EACH END. INSTALL NYLON PULL WIRE FOR TELEPHONE. SEE "ELEC COUNTER DETAIL". 6 INVENTORY CONTROL SYSTEM. RUN WIRING ABOVE TILE - INSTALL FLAT CORD COVER. 7 120V 20A DUPLEX FLUSH MTD IN CEILING FOR OPEN SIGN/ FREE MEMBERSHIP. SWITCH IN OFFICE. SEE "OPEN SIGN WIRING DETAIL". 8 120V 20A DUPLEX FLUSH MTD IN CEILING FOR MARQUEE. SW. IN OFFICE. SEE "OPEN SIGN WIRING DETAIL". 9 120V 20A CIRCUIT FOR EXTERIOR SIGNAGE. VERIFY NUMBER AND LOCATION OF CIRCUITS W/ SIGN CONTRACTOR. 10 TWO SINGLE GANG 2X4 J-BOXES UNDER ONE COVER PLATE. (1) DUPLEX OUTLET FOR TV MONITER AND (1) COAX CABLE FOR TV MONITER. RUN COAX CABLE TO COAX CABLE OUTLET IN SERVICE DESK THRU 4"X4" MULLION IN VESTIBULE. MOUNT J-BOX AT 24" ' AFF. SEE "ELEC COUNTER DETAIL". 11 (3) J-BOXES UNDER ONE COVER PLATE - FLUSH MOUNTED IN CLG. (2) DUPLEX OUTLETS FOR TV MONITERS & (1) COAX CABLE. RUN COAX CABLE TO SERVICE DESK THRU 4"X4" MULLION IN VESTABULE. LEAVE MIN. OF 5' COAX CABLE AT SERVICE DESK. SEE "ELEC COUNTER DETAIL". 12 120V. 20A. DUPLEX OUTLET FLUSH W/ CEILING FOR MARQUEE. SWITCH IN OFFICE. MARQUEE TO HANG TIGHT AGAINST COLUMN. 13 120V. 20A. DUPLEX OUTLET MOUNTED HORIZ. IN COLUMN BASE. SEE "MIRRORED WCOLUMN DETAILS" 14 2"X4" J-BOX 120V. 20A. - 2" AFF W/ DUPLEX OUTLET MOUNTED IN FIXTURE TOE KICK.OUTLET TO HAVE METAL COVER. VERIFY EXACT LOCATION W/ FIXTURE CONTRACTOR. SEE "ELEC. FIXTURE DETAIL. 15 TELEPHONE OUTLET. 16 DEDICATED PHONE LINE FOR CPU. INSTALL RJ-11 PHONE JACK. (45" AFF) 17 TERMINATION OUTLET FOR ALL CPU CABLES W/1 "O CONDUIT STUBBED INTO /CEILING CAVITY. (45" AFF) �3 120V. 20A. DEDICATED - ISOLATED LLv EARTH GROUND -FOR CPU WITH GROUND -FOR CPU WITH GROUND ROD EMBEDED INTO UNDISTURBED SOIL PER LOCAL CODE. (45" AFF) OUTLET SHALL BE AN ORANGE RECEPTACLE. HUBBLE #IG5362 OR EQUAL. 19 J-BOX W/1 1/2" DIA CONDUIT STUBBED INTO CEILING CAVITY-45" AFF FOR SECURITY VCR VIDEO COAX CABLE. INSTALL (1) COAX CABLE (RG59U) TO EACH CAMERA LOCATION. LEAVE 5' CABLE EACH END. 20 SECURITY COAX OUTLET FOR CEILING HUNG MONITERS C & D. 21 TRANSFORMER FOR BUD LIGHTS MTD IN CEILING. SEE "TOKISTAR OR SYLVAN WIRING DIAGRAMS". 22 120V 20A. J-BOX IN CEILING FOR BUD LIGHT TRANSFORMER. SEE "TOKISTAR OR SYLVAN WIRING DIAGRAM" 23 J-BOX FOR BUD LIGHT CONTROLLER 72" AFF W/1" DIA CONDUIT STUBBED INTO CEILING. MOUNT CONTROLLER UNDER J-BOX. 24 SECURITY KEYPAD 25 SWITCH BLOCK -SEE "SWITCH BLOCK DETAIL" 26 TIME CLOCK FOR EXTERIOR SIGNAGE. 27 DEDICATED 120V. 20A. DUPLEX OUTLET 80" AFF FOR SECURITY PANEL. 28 D/MARK INTERFACE BY PHONE COMPANY. 29 DEDICATED 120V. 20A. DUPLEX OUTLET 50" AFF FOR TELEPHONE PANEL. 30 PANEL "A" 31 PANEL "B" 32 INSTA-HOT INSTALLED UNDER LAV. 33 G.F.I. 42"AFF 34 RUN POWER THRU 4"X4" MULLION. 35 J-BOX UNDER CEILING FOR SECURITY CAMERA. INSTALL COAX CABLE (RG59U) TO J-BOX AT SECURITY VCR IN WORKROOM. LEAVE 5' CABLE EACH END. 36 120V. 20A. SINGLE OUTLET FLUSH MTD IN CLG FOR SECURITY CAMERA (24 HOUR CIRCUIT) ** 37 TWO SINGLE GANG 2X4 J-BOXES UNDER ONE COVER PLATE (1) DUPLEX'FOR SECURITY CAMERA & (1) COAX CABLE. INSTALL COAX CABLE (RG59U) J-BOX AT SECURITY MONITER. WIRE CAMERA TO SECURITY MONITER CQ . ® TO D LEAVE 5' CABLE EACH END. ** 38 TWO SINGLE GANG 2X4 J-BOXES UNDER ONE COVER PLATE (1) DUPLEX FOR SECURITY MONITER & (1) COAX CABLE. INSTALL COAX CABLE (RG59U) TO SECURITY OUTLET IN OFFICE LEAVE 5' CABLE EACH END. 39 120V. 20A. DEDICATED CIRCUIT. 40 120V. 20A. J-BOX ABOVE CLG SWITCHED W/LIGHTS. (SEE LTG PLAN) ** OPTIONAL SECURITY SYSTEM FOR "HIGH RISK" STORES. ARCHITECT JEFF FALKANGER • ASSOCIATES 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554 cOPYNIG1Er © 1992 ANCIIIrEc-r JEFF- FALKANGEII F ASSOCIATES II•IC. ALL RIGMrs nESENVED. MIS DOCUMENT 011 PANTS TIIEr1EOr, MAY tiOr DE REPRODUCED IN ANY ro17M mmour r,EnMlssloN DESIGNED DRAWN L,ntLKtU R E V I S 1 0 N S DATE 13 AUG '92 BLOCKBUSTER VIDEO #12178 SANF'ORD RETAIL CENTER 0 Milo `�� 1 1111 1�� A, Am 1/4 p = 1, ®®„ ii] 60'-0' FLOOR PLAN - PLUMBING. SIGN v v DOUBLE SIDED MARQUEE GENERAL 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACORDANCE WITH APPLICABE LOCAL CODES, RULES AND ORDINANCES. 2. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIAL SHALL BE NEW UNLESS SPECIFIED BY BLOCKBUSTER ENTERTAINMENT. 4. ALL WORK SHALL BE PREFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL ESCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR ����'���� FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 7. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, JEFC INSPECTION AND TESTS. ��������� 8. DRAWING ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ECT. ASSOCIATES 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. INCORPORATED ��®®n�®RIl AA l REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO BEGINING CONSTRUCTION. 10. VERIFY LOCATION, SIZE, INVERTS OF ALL EXISTING UTILITIES 614 SOUTH FEDERAL HWY. PRIOR TO BEGINING CONSTRUCTION. ADVISE ARCHITECT FT. LAUDERDALE, FL 33301 OF ANY DISCREPANCIES. 11. WATER PIPING SHALL BE TYPE "L' COPPER FOR 2" AND UNDER (305) 764-6575 AND TYPE "K" COPPER FOR 2 1/2" AND ABOVE. ALL UNDERGROUND WATER PIPING SHALL BE TYPE "K" COPPER. 2000 MAIN ST., SUITE #801 12. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST FT. MYERS, FL 33901 IRON NO HUB 301-72 ABOVE GRADE MECHANICAL JOINTS W/S.S. CLAMPS BELOW GRADE. ($13 ) 332-1554 13. INSULATE ALL HOT WATER, HOT WATER RETURN, RAINWATER, COPYRIGHT O 1992 CONDENSATE LINES AND EXHAUST FANS ABOVE GRADE AS ARCHITECT JEFF FALKAHGER & ASSOCIATES INC. FOLLOWS: ALL RIGHTS RESERVED. THIS DOCUMENT HOT WATER SUPPLY AND RETURN - 1" THICK FIBERGLASS. OR PARTS THEREOF. MAY REPRODUCED CONDENSATE PIPING - 1/2" ARMAFLEW PREFORMED. IN nrlr ronM vnrhioUT PEPERMISSION 14. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 15. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE AND P.D.I. APPROVED SHOCK ARRESTORS ON MAIN LINES ON RISERS. 16. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 17. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH DESIGNED INSULATOR PAD (HAIR FELT LINING). 18. CONTRACTOR SHALL GAURANTEE ALL MATERIALS AND WORKMANSHIP v FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) DRAWN YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OF REPAIR OF ANY CHECKED OTHER PHASE OF INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 19. PROVIDE 1/2" TRAP PRIMER LINE FOR ALL FLOOR DRAINS FROM THE NEAREST PLUMBING FIXTURE. 20. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTERS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 21. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS - JOSAM 58890 SERIES C.O. OR APPROVED ACCESS PANEL. 22. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 23. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. WATER STUBBED THRU FOR ELECTRICAL GROUND AND SPRINKLER HEAD AND PIPE W/ CONTROL VALVE AS APPROVED BY LOCAL BUILDING AND FIRE DEPARTMENTS. 24. ALL HOSE BIBBS SHALL BE CHROME PLATED 3/4" SOLID FLANGE THREADED HOSE AND LOOSE KEY W/ VACUUM BREAKER - WATTS 8A, MOUNTED 26" ABOVE GRADE OR FINISH FLOOR. 25. DRAINS SHALL BE AS FOLLOWS: FLOOR AND SHOWER: JOSAM 3000-C SERIES W/ "NICKALDY" TOPS, W/ RESEAL PROVISIONS. 26. INTERIOR FLOOR CLEANOUTS SHALL BE JOSAM SERIES 58370. 27. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A R E V I S 1 0 N S REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 28. SCHEDULE 40 PVC D.W.V. MAY BE USED ON SANITARY, 921®� 13TAUO i92 STORMDRAINS, AND CONDENSATE LINES WHERE LOCAL CODE AND ORDINANCES WILL ALLOW. PVC MAY NOT BE USED IN ANY MECHANICAL ROOMS OR IN ANY RETURN AIR PLENUMS AND MAY NOT PENETRATE ANY RATED WALLS OR FLOORS. PVC MAY NOT BLOCKBUSTER BE INSTALLED IN ANY GARAGE SPACES. VIDEO #12178 FIXTURE SCHEDULE: SANFORD 11 RETAIL WATER CLOSET (HANDICAPPED) (WC-l� CENTER SHALL BE "AMERICAN STANDARD" MODEL "CADET 2108.408" ELONGATED WATER SAVER VITREOUS CHINA TOILET WITH ELONGATED SIPHON JET ACTION BOWL, CLOSE COUPLED TANK WITH WATER - SAVING TRIM AND A "CHRUCH 5321-112" SEAT. LAVATORY (FREE STANDING) (LAV-1 ) SHALL BE AN "AMERICAN STANDARD" MODEL "DECLYN 0321.075" VITREOUS CHINA WITH FRONT OVERFLOW, SOAP DEPRESSION, S.R.#1 7®92 & 15 T H STD CONCEALED MOUNTING ARMS AND "RELIANT #2385.078" CENTERSET FAUCET WITH AQUASEAL VALVES AND CHROME FINISH AND SANFORD, FLORIDA 7723.018 GRID DRAIN. ELECTRIC WATER COOLER FLOOR PLAN - SHALL BE AN "OASIS" MODEL "OPLFBWMD" WITH HANGER. WATER HEATER (INSTA-HOT) PLUMBING SHALL BE A "CHRONOMITE" INSTA-HOT TYPE, TANKLESS TYPE WATER HEATER MODEL S23L , 110 VOLT, 2.3 KVA SINGLE PHASE POWER SOURCE. w z a W 14®11 Q °F 1 THE SPECIFICATIONS ARE A GENERAL GUIDELINE TO BE USED IN DESIGNING 8.0 CONTRACTOR'S RESPONSIBILITY: 17.0 CHANGES IN WORK (COST-PLUS) BLOCKBUSTER VIDEO STORES. SUBSTITUTIONS TO THE SPECIFICATIONS MAY BE PERMITED ONLY AFTER REVIEW AND APPROVAL BY BLOCKBUSTER VIDEO. 8.1 THE SEVERAL CONTRACTORS SHALL BE RESPONSIBLE EACH FOR HIS 17.1 AT ANY TIME DURING THE LIFE OF THE CONRACT. OWNER MAY DIRECT GUIDELINE SPECIFICATIONS WORK AND EVERY PART THEREOF, AND OF ALL MATERIALS, TOOLS, CONTRACTOR TO PERFORM OR ADDITIONAL WORK UPON A COST-PLUS APPLIANCES, AND PROPERTY OF EVERY DESCRIPTION USED IN PERCENTAGE BASIS. IN ANY CASE, OWNER WILL PAY CONTRACTOR (CONSULTANTS SHALL USE THIS OUTLINE AS A GUIDE IN PREPARING CONNECTION THEREWITH. THEY SHALL SPECIFICALLY AND DISTINCTLY ASSUME AND DO SO ASSUME ALL RISKS THE TOTAL OF THE FOLLOWING: AND DAMAGE, INJURY, OR SPECIFICATION. THIS IS NOT MEANT TO BE A COMPLETE LOSS OF LIFE FROM ANY CAUSE TO PROPERTY OR PERSONS OR A. ACTUAL NET COST TO CONTRACTOR OF PERSONNEL, ACCORDING SPECIFICATION FOR REPRODUCTION AS PART OF CONSTRUCTION PROPERTY WHEREVER LOCATED, RESULTING FROM ANY ACTION OR TO REGULAR PRICES PREVAILING AT THE TIME; DOCUMENTS). OPERATION UNDER THE CONTRACT OR IN ANY CONNECTION WITH THE DIVISION WORK, AND UNDERTAKE AND PROMISE TO PROTECT AND DEFEND THE B. ACTUAL COST TO CONTRACTOR OF ALL MATERIALS, SERVICES, 1 - GENERAL REQUIREMENTS OWNER AGAINST ALL CLAIMS ON ACCOUNT OF ANY SUCH DAMAGE OR AND SUPPLIES, LESS ALL SAVINGS, DISCOUNTS, AND OTHER INJURY TO THE EXTENT OF INSURANCE SPECIFIED HEREIN. REDUCTIONS AVAILABLE TO CONTRACTOR; 1.0 THE GENERAL CONDITIONS FOR CONSTRUCTION OF THE PROJECT SHALL � BE AS AGREED UPON WITH OWNER. 8.2 THE CONTRACTOR SHALL WARRANT ALL BUILDING MATERIALS AND C. PREMIUMS CONTRACTOR HAS TO PAY FOR ANY ADDITIONAL WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF LIABILITY AND ANY ADDITIONAL COMPENSATION INSURANCE WITH 2.0 SUPPLEMENTAL GENERAL CONDITIONS SUBSTANTIAL COMPLETION UNLESS OTHERWISE STIPULATED IN THESE RESPECT TO PERSONNEL BASED ON THE LOWEST RATES THEN 2.1 FOR DURATION OF THIS CONTRACT, CONTRACTOR SHALL DOCUMENTS. OBTAINABLE AND REASONABLY ACCEPTABLE TO OWNER; EFFECT, PAY FOR, AND MAINTAIN STATUTORY WORKMEN'S 8.3 ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER D. TAXES THAT CONTRACTOR HAS TO PAY WITH RESPECT TO COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE WITH MANUFACTURERS REQUIREMENTS. PERSONNEL, AND MINIMUM LIMITS TO CONFORMANCE WITH APPLICABLE STATUTES. 8.4 THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE E. AN AMOUNT DETERMINED FROM COMPUTING THE PERCENTAGE 2.2 COMPREHENSIVE GENERAL LIABILITY INSURANCE SHALL BE AS SETFORTH PROPER EXECUTION OF THE ENTIRE WORK REQUIRED TO MAKE A PAYMENTS ALLOWED FOR OVERHEAD AND PROFIT WILL NOT BY THE OWNER. PROPERTY LIABILITY INSURANCE WITH SAME MINIMUM COMPLETE JOB AS INDICATED ON THE DRAWINGS OR DESCRIBED HEREIN EXCEED 10% OF TOTAL CHANGE ORDER, EXCLUDING TAXES AND LIMITS AS SETFORTH BY OWNER. AND SHALL MAKE ALL NECESSARY PROVISIONS FOR CONDUCTING, INSURANCE. SUPERVISING AND COMPLETING THE WORK. THE CONTRACTOR SHALL 2.3 COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE FOR ALL OWNED, HAVE A FULL TIME SUPERINTENDENT ON JOB. 17.2 WHEN EXTRA OR ADDITIONAL WORK IS PERFORMED ON A COST-PLUS NON -OWNED, AND HIRED VEHICLES WITH MINIMUM LIMITS FOR BODILY PERCENTAGE BASIS, CONTRACTOR SHALL FURNISH TO OWNER ON A INJURY (INCLUDING WRONGFUL DEATH) AND PROPERTY DAMAGE SHALL 8.5 CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS AND DAY-BY-DAY BASIS, DUPLICATE PAYROLL SHEETS, MATERIAL TICKETS, BE AS SETFORTH BY THE OWNER. PREPARATIONS TO PROPERLY COORDINATE AND SEQUENCE WORK. AND SLIPS FOR OTHER CHANGES, SECURING THE SIGNATURE OF 2.4 CONTRACTOR'S INSURANCE SHALL COVER INDEMNIFICATION AS REQUIRED 9.0 SUBCONTRACTORS OWNER'S REPRESENTATIVE ON SUCH DOCUMENT AND RETAINING EACH DOCUMENT TO BE SIGNED. CONTRACTOR SHALL SUBMIT ALL SUCH BY THE OWNER. SIGNED SHEETS, TICKETS, AND SLIPS TO OWNER, ALONG WITH BILLS 9.1 CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK OF HIS SUB- AND VOUCHERS TO WHICH THEY RELATE, WHEN CONTRACTOR APPLIES 2.5 CONTRACTOR SHALL REQUIRE SUB -CONTRACTORS TO PROVIDE AND CONTRACTORS AND OF ANYONE EMPLOYED DIRECTLY OR INDIRECTLY BY FOR THEIR PAYMENT. MAINTAIN SAME INSURANCE WITH SAME MINIMUM LIMITS. CONTRACTOR HIMSELF OR HIS SUB -CONTRACTORS. SHALL BE HELD RESPONSIBLE FOR THOSE SUB -CONTRACTOR'S NOT 17.3 IF THE OWNER ALLOWS OR REQUIRES CONTRACTOR TO SUBLET ALL OR FULLY INSURED. 10.0 RELATIONS OF CONTRACTOR AND SUB -CONTRACTOR ANY PORTION OF THE LABOR, EQUIPMENT, MATERIALS, SERVICES, OR 2.6 AT OWNER'S OPTION, CONTRACTOR SHALL PROVIDE PERFORMANCE AND 10.1 THE CONTRACTOR AGREES TO BIND EVERY SUB -CONTRACTOR AND SUPPLIES INVOLVED IN EXTRA OR ADDITIONAL WORK, ,OWNER SHALL HAVE THE RIGHT TO APPROVE OR DISAPPROVE THE COST TO PAYMENT BONDS FOR THE FULL AMOUNT OF THE CONTRACT ISSUED BY EVERY SUB -CONTRACTOR AGREES TO BE BOUND BY THE TERMS OF THE CONTRACTOR OF ALL SUCH SUBLET WORK, INCLUDING THE AN INSURANCE COMPANY APPROVED BY OWNER. THIS BOND WILL BE GENERAL CONTITIONS, DRAWINGS, AND SPECIFICATIONS AS FAR AS PERCENTAGES THAT RELATE TO ANY OVERHEAD OR PROFIT. AT THE OPTION OF OWNER, HOWEVER, THE COST OF SAID BOND WILL APPLICABLE TO HIS WORK. BE PAID BY OWNER UPON ACTUAL INVOICE. 17.4 BEFORE EXECUTING ANY SUCH CHANGES, CONTRACTOR SHALL SUBMIT 11.0 PROCEDURE OF WORK TO OWNER COST AND TIME ESTIMATES REQUIRED FOR ALL LABOR, 2.7 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF EQUIPMENT, MATERIALS, SERVICES, SUPPLIES, ECT. INVOLVED IN THE BLOCKBUSTER VIDEO, INC. AND ITS AFFILIATES AND MAY NOT BE USED 11.1 IT IS NOT INCUMBENT UPON THE OWNER, THE ARCHITECT OR HIS AGENTS CHANGE. WITHOUT THE EXPRESS WRITTEN CONSENT OF SAME. TO NOTIFY WHEN TO BEGIN, CEASE, OR RESUME WORK, NOT TO GIVE EARLY NOTICE OF REJECTION OF FAULTY WORK, NOR IN ANY WAY TO 18.0 SITE SOIL REPORT (WHEN APPLICABLE) 3.0 SPECIAL PROVISIONS SUPERINTEND THE WORK SO AS TO RELIEVE THE CONTRACTOR OF RESPONSIBILITY OR OF ANY CONSEQUENCES OF NEGLECT OR 18.1 BEFORE BEGINNING CONSTRUCTION THE OWNER WILL FURNISH TO THE 3.1 CONTRACTOR SHALL SECURE AND PAY FOR REQUIRED BUILDING PERMITS, CARELESSNESS BY HIM OR HIS SUBORDINATES. ALL MATERIALS AND CONTRACTOR A SUBSOILS ANALYSIS REPORT OF THE SITE PREPARED AND TAXES AND LICENSES. LABOR SHALL BE FURNISHED AT SUCH TIMES AS SHALL BE FOR THE BY A LICENSED GEOTECHNICAL ENGINEER. THIS REPORT AND BEST INTEREST OF ALL CONTRACTORS CONCERNED, TO THE END THAT EVALUATIONS BY THE GEOTECHNICAL ENGINEER SHALL BE USED IN 3.2 CONTRACTOR SHALL PROVIDE AND PAY FOR TEMPORARY HEAT, SANITARY COMBINED WORK OF ALL MAY BE FULLY AND PROPERLY COMPLETED. CONJUNCTION WITH THE CONTRACT DOCUMENTS TO INSURE THAT THE FACILITIES, WATER, ELECTRICAL AND TELEPHONE. FOUNDATION AND SITE DESIGN WORK INDICATED IN THE DRAWINGS 12.0 WORKMANSHIP AND MATERIALS AND SPECIFICATIONS IS SUFFICIENT TO CONSTRUCT THE PROJECT AS 4.0 SPECIFICATION EXPLANATION SHOWN IN THE CONTRACT DOCUMENTS. 12.1 MUST BE SATISFACTORY IN EVERY PARTICULAR WAY, AND WHEN THE 4.1 THESE SPECIFICATIONS SHALL BE OF THE ABBREVIATED, OR METHOD OF CONSTRUCTION OR FINISHING IS NOT FULLY DESCRIBED OR "STREAMLINED" TYPE AND INCLUDE INCOMPLETE SENTENCES. IS LEFT TO THE CONTRACTOR, IT SHALL NOT BE CONSIDERED AS ANY OMISSIONS OF WORDS OR PHRASES SUCH AS "THE CONTRACTOR SHALL", EXCUSE FOR NOT FURNISHING SATISFACTORY WORK THAT WILL MERIT "IN CONFORMITY THEREWITH", "SHALL BE", "AS NOTED ON THE "ACCORDING THE APPROVAL OF THE OWNER AND THE CONTRACTOR SHALL PROCEED _DIVISION 2 - SITE WORK (WHEN APPLICABLE) DRAWINGS", TO THE PLANS", "A", "THE", AND "ALL" ARE WITH THE WORK ONLY WITH THIS UNDERSTANDING. SHOULD ANY INTENTIONAL. OMITTED WORDS OR PHRASES SHALL BE SUPPLIED BY DISPUTE ARISE AS TO THE QUALITY OF FITNESS OF MATERIALS OR 1.0 EARTHWORK INFERENCE IN THE SAME MANNER AS THEY ARE WHEN A "NOTE" WORKMANSHIP, THE DECISION SHALL REST STRICTLY WITH THE OWNER, OCCURS IN THE DRAWINGS. AND SHALL BE BASED ON THE REQUIREMENTS THAT ALL WORK DONE 1.1 CONTRACTOR TO NOTIFY OWNER IMMEDIATELY IF UNUSUAL EXCAVATION "APPROVED", "SATISFACTORY", OR MATERIALS FURNISHED SHALL BE FIRST CLASS IN EVERY RESPECT, CONDITIONS ARE ENCOUNTERED OR UNSUITABLE SOIL BEARING 4.2 WHENEVER THE WORDS "DIRECTED", AND WHAT IS USUAL AND CUSTOMARY IN ERECTING OTHER BUILDINGS, CONDITIONS ARE ENCOUNTERED. "SUBMITTED", "INSPECTED", OR SIMILAR WORDS OR PHRASES ARE USED, SHALL IN NO WAY ENTER INTO ANY CONSIDERATION OR DECISION IT SHALL BE ASSUMED THE WORD "ARCHITECT" FOLLOWS THE VERB AS WHATSOEVER. 1.2 POISON SOILS WITHIN 5' OF FOUNDATION TO INSURE PEST CONTROL. THE OBJECT OF THE CLAUSE SUCH AS "APPROVED BY THE ARCHITECT". USE APPROVED POISONS APPLIED BY PROFESSIONAL PEST CONTROL 13.0 MEASUREMENT AND FITTING OF PARTS EXPERT. SUBMIT 1 YEAR GUARANTEE TO OWNER WITH RECORD 4.3 THE CONTRACTOR SHALL PROVIDE ALL THE ITEMS, ARTICLES, MATERIALS, DRAWINGS. OPERATIONS OR METHODS LISTED, MENTIONED OR SCHEDULED ON THE 13.1 BEFORE ORDERING MATERIALS OR PREPARING WORK, THE CONTRACTOR DRAWINGS AND/OR HEREIN, INCLUDING ALL LABOR, MATERIALS, SHALL VERIFY ALL NECESSARY MEASUREMENTS AND NO CHARGE SHALL 2.0 EXCAVATING EQUIPMENT AND INCIDENTALS NECESSARY AND REQUIRED FOR THEIR BE MADE ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS COMPLETION. AND THOSE INDICATED. 2.1 THE CONTRACTOR SHALL STAKE -OUT THE BUILDING AND ESTABLISH 4.4 REFERENCE TO STANDARD SPECIFICATIONS SHALL MEAN THE LATEST 13.2 THE CONTRACTOR, WITHOUT EXTRA CHARGE, SHALL MAKE SLIGHT THE GRADE LINE. EXCAVATE THE EARTH FOR WALL TRENCHES, FOOTINGS, PIERS, ETC., TO DEPTHS AND DIMENSIONS AS SHOWN. EDITION OF SUCH SPECIFICATIONS. ALTERATIONS AS MAY BE NECESSARY TO MAKE ADJUSTABLE PARTS FIT ALL EXCAVATIONS SHALL BE ENOUGH WIDER THAN THE CONCRETE TO THE FIXED PARTS, LEAVING ALL COMPLETE AND IN PROPER WORKING ADMIT FORMS BEING PLACED. AVOID ANY EXCESS DEPTH OF 5.0 INDEMNIFICATION: ORDER WHEN DONE. IT SHALL BE THE DUTY OF THE CONTRACTORS TO EXCAVATIONS. NO BACKFILLING WILL BE PERMITTED UNDER FOOTINGS. VERIFY ALL DIMENSIONS GIVEN ON DRAWINGS, AND REPORT ANY ERRORS 5.1 THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER INCONSISTENCY, ECT., TO THE OWNER BEFORE COMMENCING THE WORK. 2.2 BEARING MATERIALS SHALL NOT BE COVERED BY POURING FOOTINGS AND HIS AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, OR OTHERWISE UNTIL SAME HAS BEEN REVIEWED BY THE OWNER. DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEY'S FEES 14.0 PHYSICAL SECURITY OF PROPERTY ARISING OUT QF OR RESULTING FROM THE PERFORMANCE OF THE 2.3 REMOVE EXCESS MATERIAL FROM PREMISES OR STORE MATERIAL TO WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE 14.1 SHALL BE MAINTAINED BY CONTRACTOR TO PROVIDE NORMAL LOCK -UP BE USED FOR ROUGH AND FINISHED GRADING. (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR TO PRECULD TRESPASS, BURGLARY, VANDALISM, ECT. DEATH, OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY 3.0 BACKFILL (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE 15.0 MATERIALS FURNISHED BY OWNER RESULTING THEREFROM, AND (B) IS CAUSED IN WHOLE OR PART BY 3.1 ALL BACKFILLING SHALL BE DONE INSOFAR AS PRACTICABLE ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUB- 15.1 BUILDING MATERIALS, CONTRACTOR'S EQUIPMENT, ECT., MAY BE STORED IMMEDIATELY UPON COMPLETION OF THE FOUNDATION WORK. CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF ON THE PREMISES, BUT THE PLACING OF SAME SHALL BE SUBJECT TO EXCAVATIONS SHALL BE CLEANED OF ALL TRASH AND DEBRIS PROIR THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, THE APPROVAL OF THE OWNER. WHEN ANY ROOM IN THE BUILDING IS TO BACKFILLING. REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY USED AS STORAGE SPACE, SHOP, ECT., THE PARTIES MAKING SUCH USE INDEMNIFIED HEREUNDER. OF ROOMS OR ROOM SHALL BE HELD FOR ANY REPAIRES, PATCHING 4.0 SURVEYS AND CLEANING ARISING FROM SUCH USE. 5.2 IN ANY AND ALL CLAIMS AGAINST THE OWNER OR ANY OF HIS AGENTS 4.1 ALL LINES AND ELEVATIONS NECESSARY TO COMPLETION OF THE SITE OR EMPLOYEES BY ANY EMPLOYEE OF THE CONTRACTOR, ANY SUB- 15.2 IF IT BECOMES NECESSARY AT ANY TIME DURING ERECTION OF THE WORK AND PARKING LOT SHALL BE ESTABLISHED AND MAINTAINED BY CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF BUILDING TO MOVE MATERIALS WHICH ARE TO ENTER INTO THE THE CONTRACTOR. THE CONTRACTOR SHALL CHECK CAREFULLY ALL THEM OR ANYONE WHOSE ACTS ANY OF THEM MAY BE LIABLE, THE CONSTRUCTION, WHICH MATERIALS MAY HAVE BEEN DIRECTED BY THE ELEVATIONS GIVEN ON THE DRAWING WITH EXISTING ELEVATIONS AND IDEMNIFICATION OBLIGATION UNDER THIS PARAGRAPH "D" SHALL NOT OWNER, MOVE THEM OR CAUSE THEM TO BE MOVED, WITHOUT CALL ATTENTION TO DISCREPANCIES BEFORE PROCEEDING WITH THE BE LIMITED IN ANY WAY BY ANY LIMITATION OF THE AMOUNT OR TYPE ADDITIONAL CHARGES. WORK. OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR ANY SUB -CONTRACTOR UNDER WORKMEN'S 16.0 MATERIALS FURNISHED BY OWNER 5.0 SUB -GRADING COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFITS ACTS. 16.1 THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL FAMILIARIZE 5.1 THE CONTRACTOR SHALL CUT AND FILL TO SUB -GRADE AS INDICATED THEMSELVES WITH ALL MATERIALS AND ITEMS THAT ARE TO BE ON CIVIL ENGINEERING PLANS. TOP SOIL WILL BE CUT AND REMOVED 5.3 THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS PARAGRAPH "D" FURNISHED BY OWNER. THESE MATERIALS AND ITEMS WILL BE STORED FROM SITE UNLESS REQUIRED FOR GREEN AREAS. IN NO CASE WILL SHALL NOT EXTEND TO THE LIABLITY OF THE OWNER, HIS AGENTS OR ON THE SITE AND THE CONTRACTOR SHALL INSPECT THESE MATERIALS TOP SOIL BE USED AS FILL. ALL FILL SHALL BE SUITABLE FOR EMPLOYEES ARISING OUT OF (1) THE PREPARATIONS OR APPROVAL OF AS TO THEIR FITNESS FOR USE IN THE BUILDING. IF SOME COMPACTION AND SHALL BE PLACED IN 6" LIFTS COMPACTED TO 95% MAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, MATERIALS ARE CONSIDERED UNFIT FOR CONSTUCTION, THE DENSITY. (AASHTO STANDARD). FILL SHALL BE FREE OF ALL WOOD, DESIGNS OR SPECIFICATIONS, OR (2) THE GIVING OF OR FAILURE TO CONTRACTOR SHALL INFORM THE OWNER AND THE OWNER SHALL UPON CONCRETE OR OTHER FOREIGN MATERIALS. GIVE DIRECTIONS OR INSTRUCTIONS BY THE OWNER, HIS AGENTS OR HIS INSPECTION APPROVE OR DISAPPROVE THE USE OR REPLACING EMPLOYEES. WITH NEW MATERIALS. 6.0 LANDSCAPING 6.0 BUILDING ORDINANCES: 6.1 LANDSCAPING TO FOLLOW GENERAL THEME AS ESTABLISHED, USING 6.1 EACH CONTRACTOR AND WORK IS TO CONFORM TO ALL CITY, COUNTY, PLANTS SUITED TO THE GEOGRAPHIC AREA AND APPROVED BY OWNER AND TO MEET STANDARDS OF THE AMERICAN ASSOCIATION OF GOVERNING STATE BUILDING ORDINANCE LAWS AND REGULATIONS IN NURSERYMEN. EVERY ASPECT. OWNER'S OPTIONS: 7.0 GREEN AREAS THE OWNER RESERVES THE RIGHT TO LET, INDEPENDENTLY OF THE 7.1 ALL GREEN AREAS SHALL BE LANDSCAPED SOLID AS DIRECTED BY CONTRACTOR, WORK HEREIN SPECIFIED OR ANY OTHER WORK IN THE THE OWNER, AND ALL SLOPES SHALL BE PROTECTED FROM EROSION BY NOTED MEANS. BUILDING, EVEN IF OF LIKE CHARACTER AND TRADES. 8.0 STORM DRAINAGE 8.1 STORM DRAINAGE SHALL BE PROVIDED FOR AS REQUIRED BY SITE PLAN AND INSTALLED IN ACCORDANCE WITH LOCAL CODES. 9.0 PARKING LOT SPECIFICATIONS - SCOPE: 9.1 CONTRACTOR SHALL PROVIDE ALL MATERIAL REQUIRED TO FURNISH A FINISHED PARKING LOT SURFACE. USE THIS MINIMUM SPECIFICATION AS A GUILELINE ONLY. 9.2 CURBS: REINFORCED CONCRETE CURBS SHALL BE 15" IN HEIGHT SET WITH 6" ABOVE PAVE SURFACE, WITH A 6" BASE WIDTH, TAPERING TO A MINIMUM WIDTH OF 4 1 /2" AT TOP. 9.3 DRIVEWAY ENTRANCES: PAVEMENT WHICH IS LOCATED IN ROAD RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH ANY AND ALL APPLICABLE STATE AND/OR LOCAL SPECIFICATIONS GOVERNING SAME. 9.4 STRIPING: ALL PAINT STRIPING TO BE 4" YELLOW STRIPE. PARKING STALL STRIPING TO BE DONE IN ACCORDANCE WITH SITE PLAN. EDGE LINES, STEP LINES, DIRECTIONAL ARROWS, ECT. AS REQUIRED BY STANDARD/OR LOCAL REQUIREMENTS, SHALL BE PROVIDED BY CONTRACTOR. STRIPING TO BE ACCOMPLISHED AFTER ASPHALT HAS AGED SUFFICIENTLY TO ELIMINATE DISCOLORATION AND BLEED THRU. DIVISION 3 - CONCRETE (WHEN APPLICABLE) 1.0 ALL WORK SHALL COMPLY WITH A.C.I. AND C.R.S.I. STANDARDS 2.0 MIX -CONCRETE STRENGTH SHALL BE 3,000 P.S.I. (MINIMUM), A.S.T.M. 28 DAY CYLINDER TEST. MAXIMUM SLUMP 4 1/2". SUBMIT TEST RESULTS TO OWNER. 3.0 NO ADMIXTURES OR EXTRA WATER WITHOUT APPROVAL. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF DISPATCH TIME. 4.0 CFRC MOLDED GLASS REINFORCED CEMENT COLUMN COVERS APPROVED SOURCES OF MATERIALS: 4.1 PLASTRGLAS, INC. P.O. BOX 11038 4200 NORTH 30th STREET OMAHA, NE 68111 ATTN: MR. DALE GRANT INSTALLATION: ALL MATERIALS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL LOCAL CODES, ORDINANCES AND MANUFACTURERS' RECOMMENDATION INCLUDING SPECIFIC ADDITIONAL REQUIREMENTS AS MAY BE CALLED FOR IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. DIVISION 4 - MASONRY (WHEN APPLICABLE) 1.0 MASONRY BLOCK -MATERIALS 1.1 MASONRY BLOCK -MEETING A.S.T.M. SPEC. C-90. ALL WORK SHALL COMPLY WITH NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS DIVISION 5 - METALS (WHEN APPLICABLE) 1.0 DRAWINGS: 1.1 PREPARED BY THE ENGINEER ARE INTENDED TO SHOW SIZES AND POSITIONS OF THE VARIOUS MEMBERS SO THAT PROPER SHOP DRAWINGS CAN BE PREPARED BY THE CONTRACTOR. DETAILS SHOWN MUST BE FOLLOWED AS CLOSELY AS POSSIBLE. ANY OMMISION OF SPECIFIC DETAILS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR THE PROPER FITTING TOGETHER OF THE STRUCTURE. 2.0 MATERIAL: 2.1 SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS, SERIAL DESIGNATION A36, AS AMENDED TO DATE. ALL MATERIAL WHEN FABRICATED SHALL BE NEW AND IN PERFECT CONDITION, FREE FROM ALL RUST, SCALE OF OTHER DEFECTS. 2.2 BEAMS, CHANNELS AND COLUMNS OUT OF SQUARE OR OTHERWISE MISSHAPEN, EVEN THOUGH WITHIN THE MANUFACTURERS' PUBLISHED TOLERANCES, SHALL BE STRAIGHTENED BEFORE BEING FABRICATED WHEREVER THEY WILL AFFECT THE PROPER FITTING TOGETHER AND PLUMBNESS IN THE STRUCTURE. ALL BEARING SURFACES OF COLUMNS SHALL BE MILLED PERFECTLY TRUE AND SQUARE. 3.0 FABRICATIONS: 3.1 ALL SHOP FABRICATION TO BE WELDED AS DETAILED ON STRUCTURAL DRAWINGS. 3.2 STEEL PLATE COLUMN BASES SHALL BE FINISHED ON THEIR UPPER SURFACES ONLY. ALL COLUMN BASES SHALL WELDED TO THE COLUMN IN THE SHOP. 3.3 WELDED FABRICATION WHERE INDICATED ON THE DRAWINGS SHALL BE DONE BY PROPERLY QUALIFIED WORKMEN AND IN ACCORDANCE WITH THE RULES OF THE AMERICAN WELDING SOCIETY. 3.4 PAINTING OF ALL STEEL WORK SHALL BE DONE AT THE SHOP. ALL SURFACES SHALL BE GIVEN ONE COAT OF YELLOW CHROMATE PAINT, OR THE EQUAL METAL PRESERVATIVE PAINT MEETING INDUSTRY STANDARDS. ALL PAINTING SHALL BE DONE UNDER COVER. 4.0 THE STANDARD SPECIFICATION AND CODE OF STANDARD PRACTICES: 4.1 OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, SJI, AND NAAM, EXCEPT WHERE INCONSISTENT WITH THE PROVISIONS SET FORTH HEREIN, SHALL APPLY TO ALL WORK UNDER THIS CONTRACT. IN CASE OF CONFLICT, THESE SPECIFICATIONS SHALL TAKE PRECEDENCE. ARCHITECT JEFF ASSOCIATES 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554 COPYRIGHT © 1992 ARCHITECT JEFF FALKANGER .. ASSOCIATES INC. ALL RIG IITS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT DE REPRODUCED IN ANY FORM WITHOUT PERMISSION DESIGNED DRAWN CHECKED ,- iY R E V I S 1 0 N S COMM. DATE 92103 '13 AUG '92 DIVISION 6 - WOODS & PLASTICS (WHEN APPLICABLE) S.R.#17-92 & 15TH ST. 1.0 ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE AMERICAN INSTITUTE SANFORD, FLORIDA OF TIMBER CONSTRUCTION, AWI, API, AWPA AND LOCAL CODES AND REGULATIONS. SPECIFICATIONS DIVISION 7 - MOISTURE PROTECTION/ROOFING 1.0 ALL Rr-r, -II'r, FLASHING, SEALANTS, AND INSULATION WORK SHALL COMPLY WITH LOCAL NRCA CODES AND SMACNA STANDARDS AND PROVIDE A WATER TIGHT BUILDING. ROOFING SYSTEM SHALL PROVIDE A MINIMUM 10 YEAR GUARANTEE WITH EXTENSION CLAUSE FOR 10 YEARS. SUBMIT WRITTEN MANUFACTURER'S GUARANTEE TO OWNER FOR APPROVAL. DIVISION 8 - STORE FRONT 1.0 ALUMINUM STOREFRONT SYSTEM: 1.1 SHALL BE VISTAWALL E-Z SET OR KAWNEER FA -SET 400 OR ALTERNATE AS APPROVED BY OWNER. 1.2 ALUMINUM FINISH SHALL BE BRONZE ANODIZED OR AS SELECTED BY OWNER. VERIFY WITH OWNER. 2.0 GLASS: 2.1 ALL GLAZING SHALL BE IN ACCORDANCE WITH FGMA, FM, ANSI, IGCC, AND ISGCC STANDARDS, AND MINIMUM CODE REQUIREMENTS. 2.2 VERIFY GLAZING SYSTEM TO BE INSTALLED WITH OWNER. DIVISION 9 - FINISHES A. INTERIOR FINISHES SEE FLOOR PLANS FOR FINISH SCHEDULES e. EXTERIOR FINISHES EXTERIOR STORE FINISHES ARE A COMBINATION OF BUILDING MATERIALS AND SIGNAGE. SEE PLANS AND ELEVATIONS. C. SUSPENDED ACOUSTICAL CEILING SYSTEM AND SOFFITS AS AN INTEGRAL PART OF THE INTERIOR DESIGN OF STORES, SOFFIT SYSTEMS, (INCLUDING MIRRORED PANELS, WOOD, AND INDIRECT LIGHTING), HAVE BEEN DEVELOPED. ADDITIONALLY, SPECIAL CEILING VARIATIONS ARE TYPICALLY USED AS A PART OF STORE DESIGNS ABOVE THE CHECKOUT COUNTERS. 1.0 SUSPENDED ACOUSTICAL CEILING SYSTEM 1.1 THROUGHOUT THE SALES AREA THE SUSPENDED ACOUSTICAL CEILING HEIGHT MUST BE 10'-0" ABOVE FINISHED FLOOR (A.F.F.) EXCEPT AT FRONT OF STORE (SEE DETAILS). THE HEIGHT IN THE WORKROOM, HALLWAY, AND RESTROOMS IS RECOMMENDED TO BE 9'-0" A.F.F. THE CEILING GRID IS 2'x4' TYPICALLY. THE GRID "T'S" AND "ANGLES" ARE TO BE WHITE IN COLOR WITH THE CEILING PANELS TO MATCH. 1.2 GRID - SEE FINISH SCHEDULE ON ARCHITECTS PLANS. 2.0 MIRRORED SOFFITS AND CEILING VARIATIONS 2.1 BLOCKBUSTER STORES INCORPORATE MIRRORED SOFFITS AS PART OF THE STORE DESIGN. A BACK -LIT SOFFIT IS TO BE PROVIDED AROUND THE PERIMETER OF THE STORE USING ANGLED SAFETY MIRROR AND NATURAL OAK TRIM WITH A RECESSED REVEAL TO CARRY LOW VOLT. LIGHTING - "BUD LIGHTS" 2.2 THERE WILL ALSO BE A STEPPED SOFFIT AND LOWERED CEILING OVER THE COUNTER AREA. 2.3 BLOCKBUSTER WILL IDENTIFY FIXTURE VENDORS WHO CAN PROVIDE PREFABRICATED MIRRORED SOFFIT UNITS HUNG DIRECTLY ON THE CEILING GRID. 2.4 NOTE: A. TIE WIRES TO BE LOCATED ABOVE EACH METAL CLIP. B. MIRRORS ARE TOBE PLACED AT 38 DEGREE ANGLES. C. WEIGHT OF PREFAB SOFFIT: 12 Ibs./Lin. ft. DIVISION 10 - SPECIALTIES A. BURGLAR AND FIRE ALARM SYSTEM SERVICE SERVICE PURSUANT TO THE ABOVE SYSTEM WILL BE PROVIDED AS DESCRIBED IN PARAGRAGH 5.2.1 EXCEPT THAT BLOCKBUSTER VIDEOS WILL BE ASKED TO CALL THE 24 HOUR CENTRAL STATION THAT IS MONITORING SAID SYSTEM. 1.0 STATEMENT AND SCOPE OF WORK 1.1 SECURITY COMPANY WILL SUPPLY ALL SYSTEM EQUIPMENT AND BE ALLOWED TO INSTALL ALL EQUIPMENT WITH ITS OWN PERSONNEL. 1.2 SECURITY COMPANY WILL BE ALLOWED ACCESS TO THE STORE BETWEEN THE HOURS OF 8:00 a.m. AND 4:30 p.m., MONDAY THRU FRIDAY DURING THE COURSE OF THE INSTALLATION. 1.3 LOCATION MUST BE WITHIN 30 MILE RADIUS OF NEAREST SECURITY COMPANY INSTALLATION CENTER. 1.4 PRICES ARE BASED ON FACILITY NOT EXCEEDING 7000-8000 sq. ft. SHOULD THE FACILITY EXCEED THIS LIMITATION, ADDITIONAL INSTALLATION TIME MAY BE REQUESTED AND WILL BE ESTIMATED ON A ONE ON ONE BASIS. 1.5 FACILITY HAS STANDARD DROP CEILING AND IS NOT PLENUM. 1.6 BLOCKBUSTER VIDEO WILL PROVIDE TO SECURITY COMPANY A LIST OF AT LEAST THREE PEOPLE FOR THE EMERGENCY CALL LIST NO LATER THAN ONE WEEK BEFORE INSTALLATION. 1.7 CONTRACTOR WILL PROVIDE 110V AC, RF31 X TELEPHONE JACKS, CONDUIT, J-BOXES, AND COAXIAL CABLE AS SPECIFIED ON DRAWINGS. 1.8 PRICING DOES NOT INCLUDE ANY TELEPHONE CHARGES, STATE OR LOCAL TAXES, OR PERMITS. 1.9 PRICING DOES NOT INCLUDE ANY ABNORMAL REQUIREMENTS BY LOCAL OR STATE AUTHORITIES. 2.0 EQUIPMENT RECOMMENDED AND LOCATION - FURNISHED AND INSTALLED BY SECURITY COMPANY 2.1 THE FOLLOWING EQUIPMENT WILL BE PROVIDED FOR BURGLAR, FIRE, DURESS, AND CLOSED CIRCUIT TELEVISION COVERAGE FOR YOUR STORES. A. BURGLAR AND FIRE ALARM SYSTEM 1-FOCUS 45 CONTROL UNIT -STORAGE ROOM WITH 7188-018 KEYPADS. 1-DUAL LINE FSK COMMUNICATOR 1-OPERATOR'S KEYPAD -MANAGER'S OFFICE 1-REAR DOOR -CONTRACT B4040-III HEAVY DUTY (SECURITY COMPANY) 1-DUAL SENSOR MOTION DETECTOR -MANAGER'S OFFICE 7187-093 (SECURITY COMPANY) 3-CEILING MOUNTED PASSIVE INFRARED DETECTORS -COVERING (7187-143) BEHIND FRONT PLATE GLASS AND INTO SALES FLOOR 1-SMOKE DETECTOR -STORAGE 1-OUTDOOR SOUNDER B. CLOSED CIRCUIT TELEVISION SYSTEM 1-TC1501 /8 CAMERA WITH 8mm LENS -VIEWING LEFT SIDE OF SERVICE DESK AND EXIT 1-TC9203 WALL/CEILING CAMERA MOUNT 2-TC1910A 9" MONITOR'S -MANAGERS OFFICE AND SERVICE DESK 1-TLC 1400 TIME LAPSE VCR -MANAGER'S OFFICE 3.0 CONSULT WITH OWNER REGARDING INSTALLATION AND ADDITIONAL MATERIAL AND SUPPLIES REQUIRED TO INSTALL ITEMS. 4.0 CONTRACTOR TO PROVIDE ANY CONDUIT NECESSARY FOR INSTALLATION. B. TAPE THEFT SENSOR SYSTEM - FURNISHED AND INSTALLED BY SENSORMATIC 1.0 EQUIPMENT SPECIFICATIONS 1.1 THE JA1002 PEDISTAL MAGNETIC A. POWER REQUIREMENTS 115VAC 1 /2AMP B. ALARM INDICATION: JC-7 (DC ALARM), EC30 (ELECTRONIC ALARM), MC25 (VOICE SYNTHESIZER), EC90 (3 TONE ALARM). C. SIGNAGE 1.0 ALL INTERIOR AND EXTERIOR SIGNAGE SHALL BE FURNISHED BY BLOCKBUSTER AND INSTALLED BY CONTRACTOR. D. TELEPHONE SYSTEM SPECIFICATIONS 1.0 TELEPHONE 1. THREE LINE ROTARY 2. FOUR TELEPHONE SETS 3. THREE EXTRA DEDICATED TELEPHONE LINES. ONE FOR COMPUTERS, TWO FOR VIDEOGUARD AND SECURITY. 4. TOLL RESTRICT ALL PHONES EXCEPT THE MANAGER'S PHONE. 2.0 SCHEDULE OF EQUIPMENT 1 - MAIN SERVICE 4 OR 5 - PHONES (CIRCUIT CAPACITY OF SIX LINES AND EIGHT PHONES) 8 - PREWIRE TO LOCATIONS 1 - THREE TRUNK EXPANSION 6 - C.O. TRUNKS EQUIPPED 8 - ELECTRIC STATION CAPACITY 5 - ELECTRIC STATION INSTALLED 1 - TRAINING MATERIAL PROVIDED TO USERS 3.0 NOTE: INFORMATION FOR CONTRACTOR: 3.1 REVIEW DRAWINGS TO VERIFY QUANTITIES AND LOCATIONS OF JACKS. THE MOST COMMON ARRANGEMENT IS EIGHT OR NINE TOTAL JACKS, EXCLUDING THE SECURITY SYSTEMS JACKS. THE JACK ARRANGEMENTS ARE USUALLY FIVE FOR PHONES, ONE FOR COMPUTER AND THREE FOR VIDEOGUARD. 3.2 AN ORDER FOR THE TELEPHONES, COMPUTER AND SECURITY/ VIDEOGUARD FROM EACH LOCAL TELEPHONE COMPANY TWO TO FOUR WEEKS PRIOR TO STORE OPENING TO GUARANTEE TELEPHONE NUMBER ASSIGNMENTS. OBTAIN EASY -TO REMEMBER STORE TELEPHONE NUMBERS WHICH REQUIRES SPECIAL PROCESSING AND IN SOME CASES EXTRA FEES. ADVISE BLOCKBUSTER PERSONNEL OF DEPOSITS TO BE PAID TO LOCAL TELEPHONE COMPANIES. 3.3 VERIFICATION OF TYPE OF RETURN AIR FOR HEAT AND A/C TO PROVIDE WIRE THAT WILL MEET LOCAL FIRE CODE. 3.4 PROVISIONS OF A KEY SERVICE UNIT EQUIPPED WITH HARDWARE TO ACCOMIDATE UP TO SIX CENTRAL OFFICE LINES AND UP TO 16 TELEPHONES. 3.5 INCLUSION OF 12 MONTH PARTS AND LABOR WARRANTY FOR EACH SYSTEM. INCLUSION OF 24-HOUR EMERGENCY SERVICE WITH LOCAL SERVICE TECHNICIANS IN EACH CITY. 3.6 PROGRAMING OF KSU TO ASSURE PROPER ACCESS TO CENTRAL OFFICE LINES AND FEATURES, AS WELL AS ALLOW/RESTRICT PHONES MAKING LONG DISTANCE CALLS. 3.7 COORDINATION WITH LOCAL CONTRACTORS REGARDING CONSTRUCTION STATUS AND SCHEDULING ACCESS FOR LOCAL TELEPHONE COMPANIES, FOR TELEPHONE SYSTEM PRE -WIRING AND FOR SYSTEM INSTALLATION. 3.8 ALL SYSTEMS ARE PROGRAMMED AND INSTALLED ALIKE UNLESS EXCEPTIONS ARE APPROVED BY APPROPRIATE BLOCKBUSTER PERSONNEL. , 3.9 NO CHARGE IS MADE TO BLOCKBUSTER FOR REPEAT VISITS DUE TO CONSTRUCTION PROBLEMS OR FAILURE TO HAVE ACCESS. DIVISION 11 - EQUIPMENT NOTE: SEE EQUIPMENT RESPONSIBILITY OF OWNER ON SHEET SP-5, FOR CLARIFICATION OF RESPONSIBILITY OF OWNER AND CONTRACTOR FOR FURNIISHING AND INSTALLATION OF EQUIPMENT. DIVISION 12 - FURNISHINGS "NOT APPLICABLE" DIVISION 13 - SPECIAL CONSTRUCTION "NOT APPLICABLE" DIVISION 14 - CONVEYING SYSTEMS "NOT APPLICABLE" DIVISION 15 - MECHANICAL SYSTEMS A. PLUMBING SPECIFICATIONS 1.0 GENERAL 1.1 WORK INCLUDED UNDER THIS DIVISION CONSTiSTS OF PROVIDING LABOR, MATERIALS, APPLIANCES, EQUIPMENT, TOOLS, TRANSPORTATION, SUPERINTENDENCE AND SERVICES REQUIRED TO CONSTRUCT AND INSTALL COMPLETE AND PROPER OPERATING PLUMBING SYSTEMS AS SPECIFIED INDICATED, AND ELSEWHERE REQUIRED. 2.0 EXAMINATION OF SITE 2.1 BIDDER IS ADVISED TO VISIT THE SITE AND ACQUAINT HIMSELF WITH WORKING CONDITIONS. CONTRACTOR SHALL ACCEPT CONDITIONS AS THEY EXIST ON BID DATE. 3.0 MATERIALS 3.1 MATERIALS, EQUIPMENT AND APPLIANCES SHALL BE NEW AND OF BEST QUALITY UNLESS OTHERWISE INDICATED. 3.2 DETERMINE THAT PROPOSED EQUIPMENT CAN BE INSTALLED IN SPACE AVAILABLE. INSTALL EQUIPMENT SO PARTS ARE READILY ACCESSIBLE FOR INSPECTION AND MAINTENANCE. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR DISMANTLING EQUIPMENT TO OBTAIN ENTRANCE INTO BUILDING. 3.3 MATERIALS SHALL BEAR UNDERWRITER'S LABEL WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED AND LISTED BY ' UNDERWRITER'S LABORATORIES, INC. 3.4 MATERIALS, EQUIPMENT AND APPLIANCES SHALL CONFORM TO LATEST STANDARDS OF: AIR MOVING AND CONDITIONING ASSOCIATION, INC. (AMCA) SHEETMETAL AND AIR CONDITIONING CONTRACTOR NATIONAL ASSOCIATION, INC. (SMACNA) AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AMERICAN SOCIETY OF HEATING, REFIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) AIR CONDITIONING AND REFRIGERATION INSTITUTE (ARI) 3.5 USE EXTREME CARE IN SELECTION AND INSTALLATION OF EQUIPMENT TO INSURE THAT NOISE AND VIBRATION ARE HELD TO ABSOLUTE MINIMUM. CORRECT OBJECTIONAL NOISE AND VIBRATION. PROVIDE VIBRATION ELIMINATORS REQUIRED FOR PROPER RESULTS. 4.0 PERMITS, FEES AND CODES 4.1 COST FOR FEES, PERMITS, TESTS AND INSPECTIONS SHALL BE PAID FOR BY THIS CONTRACTOR. 4.2 INSTALLATION SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS INCLUDING: CITY AND/OR COUNTY BUILDING CODE NATIONAL AND LOCAL ELECTRICAL CODES NATIONAL FIRE PROTECTION ASSOCIATION STATE, COUNTY AND CITY DEPARTMENT OF HEALTH STATE PLUMBING CODE AIR POLLUTION BOARD STATE BUILDING CODE O.S.H.A. CODE 5.0 COOPERATE WITH OTHER TRADES 5.1 MAKE KNOWN ARRANGEMENT OF WORK AND CHECK ARRANGEMENT AND LOCATION OF OTHER TRADES TO AVOID CONFLICTS. EXAMINE DRAWINGS OF OTHER TRADES TO DETERMINE EXACT EQUIPMENT LOCATIONS FOR ROUGH IN. 6.0 OPERATING INSTRUCTIONS 6.1 CONTRACTOR SHALL PROVIDE TO OWNER OPERATION AND MAINTENANCE MANUALS. CONTRACTOR SHALL INSTRUCT OWNER OR OWNER'S REPRESENTATIVE IN OPERATION OF ALL EQUIPMENT. 7.0 INSPECTION 7.1 NOTIFY OWNER TWENTY-FOUR HOURS IN ADVANCE WHEN PIPING OR EQUIPMENT IS TO BE TESTED, BEFORE PIPING IS INSULATED OR CONCEALED, AND BEFORE TRENCHES ARE BACKFILLED. 7.2 FAILING TO COMPLY WITH ABOVE, CONTRACTOR SHALL UNCOVER AND RETEST LINES, REPAIRING DAMAGE TO OTHER CONTRACTOR'S WORK, AS WELL AS HIS OWN. 7.3 BEFORE REQUESTING FINAL PAYMENT, INSPECT INSTALLATION TO ASSURE THAT WORK IS COMPLETE AND REQUIREMENTS OF CONTRACT HAVE BEEN FULFILLED. 8.0 CUTTING AND PATCHING 8.1 UNLESS OTHERWISE INDICATED, DO NO MORE CUTTING AND PATCHING THAN REQUIRED FOR INSTALLATION OF WORK. 8.2 CUTTING OF STRUCTURAL MEMBERS OR EXPOSED SURFACE OF CONCRETE BLOCK WILL NOT BE PREMITTED. 9.0 INSULATION 9.1 PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE INSULATION OF PLUMBING SYSTEMS AND EQUIPMENT. INSULATION SHALL BA APPLIED BY CONTRACTOR OR MANUFACTURER'S REPRESENTATIVE REGULARLY ENGAGED IN THE APPLICATION OF INSULATION. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS APPROVED BY OWNER. 9.2 MANVILLE, OWENS CORNING OR APPROVED EQUAL. 9.3 EXCEPT FOR THE MATERIALS LISTED HEREINAFTER, ALL INSULATION MATERIALS AND OTHER ACCESSORIES SHALL HAVE FIRE HAZARD RATING NOT TO EXCEED 25 FOR FLAME SPREAD, 50 FOR FUEL CONTRIBUTION AND 75 FOR SMOKE DEVELOPED; EXCEPT SMOKE DEVELOPED RATING SHALL NOT PRODUCE FLAMING DROPLETS WHEN SUBJECT TO FIRE. 9.4 ACCESSORIES, SUCH AS ADHESIVE, MASTICS, CEMENT, TAPES, GLAZE FABRIC AND COVERS FOR FITTINGS SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE. ARCHITECT JEFF ASSOCIATES 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554- CoPYNIGIir © 1992 ARCHIFE.Cr JElr i'ALKANCEll & ASSOCIAIES INC. ALL ruwirs 11ESElivEN. rills Docut.iFlir ON PAMS 111EHEOP, MAY NOT UE PrPRODUCED irl ANY roiim viiillaUT PERMISSION DESIGNED i DRAWN f� CHECKED R E V I S 1 0 N S COMM. DATE 92103 -13 AUG '92 BLOCKBUSTER VIDEO #12178 SANFORD RETAIL CENTER S.R.#17--92 & 15th ST. SANFORD, FLORIDA SPECIFICATIONS W z a W r 1 /4"s1'-0" SH-SPEC2 9.5 ALL PRODUCTS, OR THEIR SHIPPING CARTONS OR PACKAGES, SHALL BEAR A LABEL INDICATING THAT FLAME AND SMOKE RATINGS DO NOT EXCEED ABOVE REQUIREMENTS. 9.6 ALL DOMESTIC COLD WATER SHALL BE INSULATED WITH 1 /2" THICK FIBERGLASS WITH ALL -SERVICE JACKET. 9.7 CONDENSATE PIPING SHALL BE INSULATED WITH 1/2" THICK FIBERGLASS ON FIRE RETARDANT ARMA FLEX (IF ALLOWED BY LOCAL CODE). 10.0 PIPING 10.1 DOMESTIC WATER. 10.1.1 PIPING SHALL BE FABRICATED OF TYPE "M" HARD COPPER PIPE MADE OF DEOXIDIZED COPPER (99.9% PURE). NO PIPE SMALLER THAN 1 /2" SHALL BE USED IN THIS PROJECT. THIS TYPE "M" COPPER PIPE SHALL CONFORM IN EVERY DETAIL TO ASTM STANDARD SPECIFICA- TIONS FOR COPPER WATER TUBE. SERIAL DESIGNATION B88-51, AND IT SHALL BE PROVIDED IN 20 FOOT STRAIGHT LENGTHS. 10.1.2 FITTINGS FOR 3" AND SMALLER INTERIOR WATER PIPING SYSTEMS SHALL BE STREAMLINE SOLDER FITTINGS MANUFACTURED BY STREAMLINE PIPE AND FITTINGS DIVISIONS, MUELLER BRASS CO. THESE WROUGHT COPPER FITTINGS SHALL BE RIGID AND STRONG WITH OPENINGS MACHINED TO ACCURATE CAPILLARY FIT FOR THE PIPE. 10.2 SANITARY, WASTE AND VENT 10.2.1 ALL PIPE USED FOR HOUSE SEWAGE AND DRAINAGE PURPOSES SHALL, UNLESS SPECIFICALLY SHOWN TO THE CONTRARY, BE SERVICE WEIGHT CAST IRON SOIL PIPE ARRANGED WITH BELL -AND -SPIGOT JOINTS. THIS PIPE SHALL IN EVERY MANNER CONFORM TO ASTM STANDARD SPECIFIC ATIONS FOR CARON CAST IRON SOIL PIPE AND FITTINGS, SERIAL DESIG- NATION A74-42, AND THE LATEST AMERICAN STANDARDS FOR CAST IRON SOIL PIPE AND FITTINGS APPROVED BY THE AMERICAN STANDARDS ASSOCIATION. 10.2.2 THE METHOD FOR JOINING PIPING ABOVE GRADE SHALL BE THE USE OF "TY-SEAL JOINTS". JOINTS SHALL BE POSITIVE DOUBLE SEAL ELASTOMETRIC COMPRESSION TYPE GASKETS CONFORMING TO ASTM C-564. 10.2.3 ALL FITTINGS USED FOR HOUSE SEWAGE AND DRAINAGE LINES SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE FITTINGS. THESE FITTINGS SHALL IN EVERY MANNER CONFORM TO ASTM STANDARD SPECIFICATIONS FOR CAST IRON SOIL PIPE AND FITTINGS, SERIAL DESIGNATION A74-42, AND THE LATEST EDITION OF AMERICAN STANDARDS FOR CAST IRON VENT LINES SHALL LIKEWISE CONFORM TO THESE SPECIFICATIONS. 10.2.4 WHERE CHASE OR ,WALL THICKNESS IS INADEQUATE TO CONCEAL THE REQUIRED SIZE IN CAST IRON, MATERIAL SHALL BE TYPE "M" HARD COPPER PROPERLY CONNECTED INTO THE CAST IRON HUB (UTILIZING HEAVY RED BRASS FERRULES AND CAULKING IN COMPLIANCE WITH THE LOCAL PLUMBING CODE). 10.2.5 VENTS FOR SIZES 1-1/2" DIAMETER AND LARGER WHERE EXPOSED SHALL BE CAST IRONAS SPECIFIED ABOVE. 10.2.6 VENTS FOR SIZES 4" AND LARGER EITHER CONCEALED OR EXPOSED SHALL BE CAST IRON AS PER 10.2.1 ABOVE. 10.2.7 VENTS FOR SIZES 1-1/4" AND SMALLER WHERE EXPOSED SHALL BE GALVANIZED STEEL PIPE (SCHEDULE 40) WITH GALVANIZED MALLEABLE IRON FITTINGS. 10.2.8 WHERE ACCEPTABLE TO LOCAL AUTHORITIES, THE CONTRACTOR MAY SUBSTITUTE SCHEDULE 40 P.V.C. PIPE AND DRAINAGE FITTINGS. THE CONTRACTOR SHALL SUBMIT WRITTEN VERIFICATION TO THE OWNER PRIOR TO INSTALLING P.V.C. PIPE. 10.3 FITTINGS FOR PIPING SYSTEMS INVOLVING THE USE OF COPPER PIPE SHALL BE FABRICATED WITH THE USE OF DUNTON'S 95-5 (95% TIN AND 5% ANTIMONY) SOLDER MANUFACTURED BY W.M. DUNTON CO., PROVIDENCE, RHODE ISLAND. 11.0 PIPE INSTALLATION 11.1 FITTINGS ON COPPER TUBING SHALL BE SOLDER -JOINT TYPE OF WROUGHT COPPER AND SHALL BE ASSEMBLED WITH SPECIAL SOLDER, USING A NON- CORROSIVE FLUX, ALL AS RECOMMENDED BY THE MANUFACTURER OF THE TUBING AND FITTINGS. SURFACES TO BE SOLDERED SHALL BE CLEANED BRIGHT. USE 95-5 SOLDER FOR WATER PIPING AND 50-50 SOLDER FOR DRAINS AND VENTS. HEAT COPPER TUBING LARGER THAN 1" WITH RING TORCH. WRAP COPPER TUBING WITH ELECTRICAL TAPE WHEREVER TUBING TOUCHES A DISSIMILAR METAL. 11.2 JOINTS IN HUB -AND -SPIGOT CAST IRON PIPE SHALL BE TYSEAL ABOVE GRADE IF ACCEPTABLE BY LOCAL CODE. 11.2.1 JOINTS SHALL BE MADE WITH POSITIVE DOUBLE SEAL ELASTOMERIC COMPRESSION TYPE GASKETS CONFORMING TO ASTM C564. 11.3 THREADED JOINTS SHALL HAVE AMERICAN NATIONAL TAPER SCREW THREADS, WITH GRAPHITE -AND -OIL COMPOUND APPLIED TO THE MALE THREAD. CONNECTIONS BETWEEN THREADED PIPE AND OIL PIPE SHALL HAVE A RING OR HALF -COUPLING SCREWED ON TO FORM A SPIGOT END. 11.4 CONNECTIONS BETWEEN LEAD AND CAST IRON HUB -AND -SPIGOT PIPE SHALL BE MADE WITH RED BRASS FERRULES AND WIPED JOINTS. 11.5 JOINTS BETWEEN CAST IRON AND CLAY OR CONCRETE PIPES SHALL BE MADE WITH HOT POUR, MINERAL FILLED BITUMINOUS JOINT COMPOUND. PACKING SHALL BE OAKUM. 11.6 BITUMINOUS JOINT COMPOUND SHALL BE A PRODUCT WHICH HAS BEEN IN SUCCESSFUL USE FOR AT LEAST FIVE YEARS. IT SHALL ADHERE TIGHTLY TO THE PIPE SURFACE AND WHEN SET SHALL HAVE SUFFICIENT ELASTICITY TO PERMIT SLIGHT MOVEMENT OF THE PIPE WITHOUT INJURY TO THE JOINT. COMPOUNDS SHALL FORM TIGHT JOINTS UNDER ALL CONDITIONS OF TRENCH AND WEATHER AND SHALL NOT DETERIORATE WHEN SUBMERGED IN WATER OR DOMESTIC SEWAGE. 11.7 CLEANOUTS SHALL BE PROVIDED AT EACH CHANGE OF DIRECTION, IN INTERIOR HORIZONTAL RUNS AT INTERVALS NOT EXCEEDING 50'. CLEANOUTS SHALL BE BRASS CAULKED INTO THE LINES, AND WHERE THEY OCCUR IN WALLS OR FLOORS OR FINISHED AREAS, SHALL BE PROVIDED WITH ADJUSTABLE ACCESS PLATES. ALL INTERIOR CLEANOUTS SHALL BE SAME SIZE AS THE PIPE SERVED UP TO 4" SIZE AND 4" FOR ALL LARGER LINES. EXTERIOR CLEANOUTS SHALL CONSIST OF A CONCRETE ENCASED WYE IN THE LINE WITH CLEANOUT LEG EXTENDING UPWARD THEREFROM AND TERMINATING IN A CONCRETE SLAB BELOW GRADE. A STANDARD CAST IRON CLEANOUT CASTING SHALL BE SET ON THIS SLAB IN SUCH A MANNER AS TO BE FLUSH WITH FINISHED GRADE AND PROVIDE ACCESS THROUGH ITS COVER TO THE CLEANOUT. A REMOVABLE CONCRETE STOPPER SHALL BE SET IN THE OPEN TOP OF THE CLEANOUT PIPE. CLEANOUTS SHALL BE THE SAME SIZE AS THE SEWER. FLOOR CLEANOUTS SHALL BE EQUAL TO JOSAM Y-320-FK. WALL CLEANOUTS SHALL BE EQUAL TO JOSAM Y-120-SS. 11.8 AIR CHAMBERS, 12" LONG AND SAME PIPE SIZE AS RISER SHALL BE PROVIDED AT TOP OF EACH PLUMBING RISER. IN ADDITION, AIR CHAMBERS SHALL BE PROVIDED ON ALL SUPPLIES, BOTH HOT AND COLD, NEAR EACH FAUCET CONTROL 'VALVE, OR FLUSH VALVE AS APPLICABLE, AND SHALL CONSIST OF 12" VERTICAL LENGTHS OF PIPE SAME DIAMETER AS BRANCH SUPPLY, WITH CAP. PROVIDE SHOCK ABSORBERS WHERE INDICATED ON DRAWINGS. 11.9 UPON COMPLETION OF ALL TESTS AND NECESSARY REPAIRS OR REPLACEMENTS ALL WATER PIPING SYSTEMS SHALL BE SUBJECTED TO A DISINFECTION PROCEDURE AS HEREIN SPECIFIED. THE SYSTEMS TO BE DISINFECTED SHALL INCLUDE HOT AND COLD WATERPIPING, DRINKING WATER PIPING, AND ANY OTHER SYSTEMS THAT MAY BE CONNECTED TO THE SAME SUPPLY SOURCE. THE DISINFECTANT SHALL BE APPLIED TO ALL PIPING INCLUDED IN THE CONCTRACT OR FROM THE MAIN CUTOFF VALVE THROUGH ALL TANKS, PUMPS AND OTHER APPURTENANCES CONNECTED THERETO. 12.0 PLUMBING FIXTURES 12.1 FITTINGS AND PIPING SHALL BE BRASS AND WHEREVER EXPOSED, SHALL BE POLISHED CHROME -PLATED. PROVIDE TIGHT WALL OR FLOOR ESCUTCHEONS OF CHROME -PLATED BRASS WHEREVER PIPES PASS THROUGH FLOORS, WALLS OR CEILING. ALL PORCELAIN OR VITREOUS CHINA SHALL BE CLEAN, SMOOTH AND BRIGHT. ALL SHALL BE WARRANTED NOT TO CRAZE, COLOR OR SCALE. ALL PLUMBING FIXTURES SHALL BE WHITE IN COLOR; ALL WATER CLOSET SEATS SHALL BE WHITE. ALL HOT AND COLD WATER SUPPLIED SHALL HAVE CHROME - PLATED PROCESS STOPS. PLUMBING FIXTURES SHALL BE OF VITREOUS CHINA UNLESS SPECIFIED OTHERWISE AND SHALL BE OF THE FOLLOWING TYPES, FURNISHED COMPLETE WITH ALL FITTINGS, MOUNTING FLANGES, CARRIERS, CAP SETTING COMPOUND, ETC. 12.2 PLUMBING FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS, OR APPROVED EQUAL. 13.0 GAS PIPING (WHERE APPLICABLE 13.1 -GAS PIPE FITTINGS: ALL GAS PIPING INSIDE THE BUILDING AND ABOVE GRADE SHALL BE SCHEDULE 40 STANDARD WEIGHT BLACK STEEL PIPE WITH BLACK MALLEABLE IRON SCREWED TYPE FITTINGS. CONNECTIONS, ELBOWS, REDUCERS, FLANGERS AND SPECIAL FITTINGS SHALL BE MADE USING FORGED STEEL WELDING FITTINGS OF THE SAME WEIGHT AND THE PIPE TO WHICH THEY ARE ATTACHED. FITTINGS AND FLANGED UNIONS SHALL BE AS MANUFACTURED BY CRANE COMPANY OR APPROVED EQUAL AND CARRY STANDARD CATALOGUE NUMBERS. BRANCH LINES SHALL BE MADE WITH 45 DEGREES OR 90 DEGREE TEES OUT OF THE TOP OF MAINS. 13.2 POLYETHYLENE PIPING MAY BE USED IN EXTERIOR BURIED PIPING SYSTEMS IF APPROVED BY LOCAL ADMINISTRATIVE AUTHORITY. 13.3 FURNISH AND INSTALL ROCKWELL, NORDSTROM, CRANE, WALWORTH, OR APPROVED EQUAL, PLUG TYPE STOP COCKS IN THE GAS LINES, IN EACH BRANCH LINE RISER, SERVING TWO OR MORE OUTLETS WHERE SHOWN ON THE DRAWINGS OR SPECIFIED. AN INDIVIDUAL TOP COCK SHALL BE PROVIDED AT EACH OUTLET AND A UNION AT THE CONNECTION TO EACH ITEM OF GAS CONSUMING EQUIPMENT. IN EACH CASE, THE UNION SHALL BE INSTALLED BETWEEN THE STOP COCK AND THE ITEM OF EQUIPMENT SERVED. 13.4 IN NO CASE SHALL THE FIRING VALVE, CONTROL CONSTRUCTED AS A SUITABLE CUT-OFF COCK OR VALVE SHALL BE PROVIDED IN EACH SUCH CASE. IN ADDITION, MASTER SHUT-OFF VALVES SHALL BE PROVIDED AND INSTALLED AT THE POINTS INDICATED, AND AT THE METER, "ALL THREAD" NIPPLES OR LOCATION IN THE GAS PIPING SYSTEM. HVAC SPECIFICATIONS 1.0 GENERAL: 1.1 WORK INCLUDED UNDER THIS DIVISION CONSISTS OF PROVIDING LABOR, MATERIALS, APPLIANCES, EQUIPMENT, TOOLS, TRANSPORTATION, SUPERINTENDENCE AND SERVICES REQUIRED TO CONSTRUCT AND INSTALL COMPLETE AND PROPER OPERATING MECHANICAL SYSTEMS AS SPECIFIED, INDICATED, AND ELSEWHERE REQUIRED. 2.0 EXAMINATION OF SITE 2.1 BIDDER IS ADVISED TO VISIT THE SITE AND AQUAINT HIMSELF WITH WORKING CONDITIONS AS THEY EXIST ON THE BID DATE. 3.0 MATERIALS 3.1 MATERIALS, EQUIPMENT AND APPLIANCES SHALL BE NEW AND OF BEST QUALITY UNLESS OTHERWISE INDICATED. 3.2 DETERMINE THAT THE PROPOSED EQUIPMENT CAN BE INSTALLED IN SPACE AVAILABLE. INSTALL EQUIPMENT SO PARTS ARE READILY ACCESSABLE FOR INSPECTION AND MAINTENANCE. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR DISMANTLING EQUIPMENT TO OBTAIN ENTERANCE INTO BUILDING. 3.3 MATERIALS SHALL BEAR UNDERWRITER'S LABEL WHERE SUCH STANDARDS HAVE BEEN EASTABLISHED AND LISTED BY UNDERWRITER'S LABORATORIES, INC. 3.4 MATERIALS, EQUIPMENT AND APPLIANCES SHALL CONFORM TO LATEST STANDARDS OF: AIR MOVING AND CONDITIONING ASSOCIATION, INC. (AMCA) SHEETMETAL AND AIR CONDITIONING CONTRACTOR NATIONAL ASSOCIATION, INC. (SWACNA) AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AMERICAN SOCIETY OF HEATING, REFIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) AIR CONDITIONING AND REFIGERATION INSTITUTE (ARI) 3.5 USE EXTREME CARE IN SELECTION AND INSTALLATION OF EQUIPMENT TO INSURE THAT NOISE AND VIBRATION ARE HELD TO ABSOLUTE MINIMUM. CORRECT OBJECTIONAL NOISE AND VIBRATION. PROVIDE VIBRATION ELIMINATORS REQUIRED FOR PROPER RESULTS. 4.0 PERMITS.FEES AND CODES 4.1 COST FOR FEES, PERMITS, TESTS AND INSPECTIONS SHALL BE PAID FOR BY THIS CONTRACTOR. 4.2 INSTALLATION SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS INCLUDING: CITY AND/OR COUNTY BUILDING CODE NATIONAL AND LOCAL ELECTRICAL CODES NATIONAL FIRE PROTECTION ASSOCIATION STATE, COUNTY, AND CITY DEPARTMENT OF HEALTH STATE PLUMBING CODE AIR POLLUTION BOARD STATE BUILDING CODE O.S.H.A. CODE 5.0 COOPERATE WITH OTHER TRADES 5.1 MAKE KNOWN ARRANGEMENT OF WORK AND CHECK ARRANGEMENT AND LOCATION OF OTHER TRADES TO AVOID CONFLICTS. EXAMINE DRAWINGS OF OTHER TRADES TO DETERMINE EXACT EQUIPMENT LOCATIONS FOR ROUGH IN. 6.0 OPERATING INSTRUCTIONS 6.1 CONTRACTOR SHALL PROVIDE TO OWNER OPERATION AND MAINTENANCE MANUALS. CONTRACTOR SHALL INSTRUCT OWNER OR OWNER'S REPRESENTATIVE IN OPERATION OF ALL EQUIPMENT. 7.0 INSPECTION 7.1 NOTIFY OWNER TWENTY-FOUR HOURS IN ADVANCE WHEN PIPING OR EQUIPMENT IS TO BE TESTED, BEFORE PIPING IS INSULATED OR CONCEALED, AND BEFORE TRENCHES ARE BACKFILLED. 7.2 FAILING TO COMPLY WITH ABOVE, CONTRACTOR SHALL UNCOVER AND RETEST LINES, REPAIRING DAMAGE TO OTHER CONTRACTOR'S WORK, AS WELL AS HIS OWN. 7.3 BEFORE REQUESTING FINAL PAYMENT, INSPECT INSTALLATION TO ASSURE THAT WORK IS COMPLETE AND REQUIREMENTS OF CONTRACT HAVE BEEN FULFILLED. 8.0 CUTTING AND PATCHING 8.1 UNLESS OTHERWISE INDICATED, DO NO MORE CUTTING AND PATCHING THAN REQUIRED FOR INSTALLATION OF WORK. 8.2 CUTTING OF STRUCTURAL MEMBERS OR EXPOSED SURFACE OF CONCRETE BLOCK WILL NOT BE PERMITTED. 9.0 INSULATION 9.1 PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE INSULATION OF MECHANICAL SYSTEMS AND EQUIPMENT. INSULATION SHALL BE APPLIED BY CONTRACTOR OR MANUFACTURER'S REPRESENTATIVE REGULARLY ENGAGED IN THE APPLICATION OF INSULATION. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS APPROVED BY OWNER. 9.2 MANVILLE, OWENS CORNING OR EQUAL. 9.3 EXCEPT FOR THE MATERIALS LISTED HEREINAFTER, ALL INSULATION MATERIALS AND OTHER ACCESSORIES SHALL HAVE FIRE HAZARD RATING NOT TO EXCEED 25 FOR FLAME SPREAD, 50 FOR FUEL CONTRIBUTION AND 75 FOR SMOKE DEVELOPED; EXCEPT SMOKE DEVELOPED RATING SHALL NOT EXCEED 50 FOR DUCT COVERINGS AND LININGS; MATERIALS SHALL NOT PRODUCE FLAMING DROPLETS WHEN SUBJECT TO FIRE. 9.4 ACCESSORIES, SUCH AS ADHESIVE, MASTICS, CEMENT, TAPES, GLAZE FABRIC AND COVERS FOR FITTINGS SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE. 9.5 ALL PRODUCTS, OR THEIR SHIPPING CARTONS OR PACKAGES, SHALL BEAR A LABEL INDICATING THAT FLAME AND SMOKE RATINGS DO NOT EXCEED ABOVE REQUIREMENTS. 9.6 DUCT LINER SHALL BE STENCILED WITH "MEETS 90A REQUIREMENT". 9.7 REFIGERANT LINES - ALL REFIGERANT LINES SHALL BE INSULATED WITH ONE HALF INCH AEROTUBE. 9.8 DUCT LINING - SHALL BE MANVILLE OR EQUAL, APPLIED WITH SOUND LINING ADHESIVE AND METAL PINS. SOUND LINING SHALL BE 1" THICK. INSTALL IN SUPPLY AIR DUCTS, RETURN AIR DUCTS AND OUTSIDE AIR DUCTS. 9.9 ROUND DUCTS SHALL BE EXTERNALLY INSULATED WITH 1" THICK FLEXIBLE BLANKET WITH INTEGRAL VAPOR BARRIER. 10.0 SHEETMETAL 10.1 LOW PRESSURE DUCT WORK: DUCTS SHALL BE CONSTRUCTED OF GALVANIZED STEEL UNLESS OTHERWISE INDICATED OF NOT LESS THAN THE FOLLOWING GAUGES: RECTANGULAR H.S. STD. GUAGE MAXIMUM SIZE 24 0-30 22 31-54 ROUND 26 0-12 10.3 TYPE OF JOINT CONNECTIONS, BRACING, CONSTRUCTION, ECT., SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ASHRAE ARCHITECT GUIDE PUBLISHED BY THE AMERICAN SOCIETY OF HEATING, ���� REFIGERATION AND AIR CONDITION ENGINEERS, INC. AND S.M.A.C.N.A. DUCTS SHALL BE SUBSTANTIALLY AIR TIGHT. e 10.4 PROVIDE FLEXIBLE FIREPROOF CANVAS JOINTS IN DUCT CONNECTIONS 1 ALKAN E & TO FANS AND UNITS AND WHERE INDICATED ON DRAWINGS. A�®GIA®® 11.0 FIBERGLAS DUCTBOARD ASSOCIATES 11.1 FIBERGLAS DUCTBOARD SHALL MEET ALL S.M.A.C.N.A. SPECIFICATIONS. INCORPORATED 11.2 ALL FIBERGLAS DUCTBOARD SHALL BE SHOP FABRICATED. 11.3 DUCT SIZES SHOWN ON DRAWINGS SHALL BE INTERIOR DIMENSIONS 614 SOUTH FEDERAL HWY. OF DUCTBOARD. FT. LAUDERDALE, FL 33301 12.0 TURNING VANES (305) 764-6575 12.1 WHERE INDICATED 2000 MAIN ST., SUITE #801 13.0 FIRE DAMPERS FT. MYERS, FL 33901 13.1 SHALL MEET OR EXCEED NFPA, BULLETIN 90A SPECIFICATIONS. (813) 332-15554 INSTALL WHERE REQUIRED BY LOCAL CODE. 14.0 GRILLES, REGISTERS AND DIFFUSERS coiyruGiir © 1992 Ancnurr_cr JrFF FALKANGFR & ASSOCIMES INC. ALL RIGHTS nrSrrlVrD. rIIIS DGCUh1rrlr 14.1 ALL GRILLES, REGISTERS AND DIFFUSERS SHALL BE MANUFACTURED on PAnrS rrirRrOF, MAY rror DE nEPRODucED OF ALUMINUM AND SHALL BE FURNISHED IN COLORS IN ANY FORM WITHOUT PETIMISSioN UNITS SHALL BE MANUFACTURED BY METALAIRE OR CARNES. OTHER APPROVED MANUFACTURERS ARE BARBER-COLMAN AND TITUS. UNITS SHALL BE CEILING, LAY -IN UNITS UNLESS NOTED OTHERWISE. 14.2 SQUARE CEILING DIFFUSERS (4 WAY PATTERN) SHALL BE OF THE FULLY ADJUSTABLE TYPE TO ALLOW COMPLETE ADJUSTING OF AIR PATTERN FROM HORIZONTAL TO VERTICAL THROW. UNITS SHALL BE EQUIPPED WITH SEPARATE AIR STRAIGHTENING VANE. 14.3 CEILING DIFFUSERS REQUIRING ONE, TWO OR THREE-WAY AIR PATTERNS SHALL BE OF THE FIXED PATTERN TYPE WITH SEPARATE AIR STRAIGHTENING VANE. 14.4 ALL EXHAUST REGISTERS SHALL BE FURNISHED WITH INTEGRAL DESIGNED OPPOSED BLADE VOLUME DAMPER, CONSTRUCTED OF STEEL. SURFACE OR LAY -IN AS NOTED. , 14.5 SEE SCHEDULE PLAN FOR SIZES, CAPACITIES, MODEL NUMBERS AND DRAWN COLORS. COLORS SHALL BE AS REQUIRED BY OWNER. CHECKED 14.6 PAINT ALL VISIBLE SHEET METAL BEHIND GRILLS, REGISTERS AND DIFFUSERS FLAT BLACK. 14.7 PROVIDE MANUAL BALANCING DAMPERS (MVD) IN DUCTS WHERE SHOWN ON PLANS. 15.0 FLASHINGS 15.1 DUCTS AND PIPES THROUGH WALLS OR ROOF SHALL BE PROPERLY FLASHED AND COUNTERFLASHED. 16.0 SPIN FITTINGS 16.1 WHERE FLEXIBLE DUCT IS CONNECTED TO RECTANGULAR. PROVIDE GENFLEX MODEL NO. SN-ID. 17.0 FLEXIBLE DUCT 17.1 INSULATED LOW PRESSURE FLEXIBLE DUCT SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF A ZINC -SEATED SPRING HELIX, NON -PERFORATED INNER LINER, WRAPPED WITH A NOMINAL 1-INCH THINK BY 1 lb./cu. ft. DENSITY FIBERGLASS INSULATION. THE ASSEMBLY SHALL BE SHEATHED IN A VAPOR BARRIER JACKET FACTORY SEALED AT BOTH ENDS OF EACH SECTION, THUS ASSURING THE VAPOR RESISTANCE OF EACH SECTION AS WELL AS THE COMPLETED INSTALLATION. THE COMPOSITE ASSEMBLY, INCLUDING INSULATION AND VAPOR BARRIER SHALL MEET THE CLASS 1 REQUIREMENTS OF NFPA BULLETIN NO. 90A, AND BE LABELED BY UNDERWRITER'S LABORATORIES, INC., WITH A FLAME SPREAD RATING OF 25 OR LESS, AND SMOKE DEVELOPED RATING OF 50 OR LESS. 17.2 FLEXIBLE DUCTS SHALL BE INSTALLED IN A FULLY EXTENDED CONDITION FREE OF SAGS AND KINKS, USING ONLY THE MINIMUM LENGTH REQUIRED TO MAKE THE CONNECTION. WHERE HORIZONTAL R E V I S 1 0 N S SUPPORT IS REQUIRED, FLEXIBLE DUCT SHALL BE SUSPENDED ON 36" CENTERS WITH MINIMUM 3/4" WIDE FLAT BENDING MATERIALS. ALL JOINTS AND CONNECTIONS SHALL BE MADE WITH 1 /2" WIDE POSITIVE LOCKING STEEL STRAPS. COMM. DATE 17.3 INSULATED LOW PRESSURE FLEXIBLE DUCT SHALL BE GENFLEX TYPE 92103 13 AUG ' 9 2 SL-1 AS MANUFACTURED BY THE GENERAL ENVIRONMENT CORPORATION, GLENDALE, CALIFORNIA, THERMAFLEX OR EQUAL. 17.4 MAXIMUM LENGTH OF FLEX DUCTS IS LIMITED TO 8'-0". BLOCKBUSTER 18.0 ROOFTOP AIR CONDITIONING UNITS VIDEO #12178 18.1 FURNISH AND INSTALL SELF-CONTAINED COMPLETELY PACKAGED YEAR ROUND HEATING AND COOLING UNITS. UNITS SHALL BE MLE DESIGNED, CONSTRUCTED, RATED AND TESTED IN ACCORDANCE WITH "FORD ARI STANDARD 210. UNITS HAVING A TOTAL CAPACITY LESS THAN 65,000 BTUH'S SHALL HAVE A MINIMUM SEASONAL ENERGY RETAIL EFFICIENCY RATIO (SEER) OF 8.6. UNITS HAVING A TOTAL w CAPACITY GREATER THAN 65,000 BTUH'S SHALL HAVE A MINIMUM (!®'ELM ENERGY EFFICIENCY RATIO (EER) OF 8.9. UNITS SHALL CONSIST OF Elm"Im TER COMPRESSORS, COOLING COILS, CONDENSER FANS, AIR SUPPLY AIR FAN, MOTORS, FILTERS, SINGLE STAGE ELECTRIC RESISTANCE HEATING, CONTOL WIRING AND PIPING ALL ENCLOSED IN A WEATHER PROOF ENCLOSURE. PROVIDE FULL PERIMETER CURB BETWEEN UNIT AND ROOF WHICH SHALL PROVIDE STRONG WATERTIGHT SUPPORT FOR S.R#17-92 & 15th ST. UNIT. CURB DESIGN SHALL COMPLY WITH NATIONAL ROOFING SANFORD, FLORIDA CONTRACTOR ASSOCIATION REQUIREMENTS. UNITS SHALL BE TRANE OR CARRIER. OTHER APPROVED MANUFACTURERS ARE LENOX, YORK, AND RHEEM. SPECIFICATIONS 0 SH-SPECS i 18.2 UNIT ENCLOSURES 18.2.1 ENCLOSURE SHALL BE STEEL WITH FACTORY APPLIED CORROSION AND WEATHER RESISTANT FINISH. PROVIDE GASKETED REMOVABLE PANELS OR ACCESS DOORS FOR ACCESS TO ALL INTERNAL PARTS. ALL JOINTS SHALL BE AIR AND WATER TIGHT. 18.2.2 ENCLOSURE SHALL HOUSE ALL COMPONENTS OF EQUIPMENT, PIPING AND CONTROLS. 18.2.3 ENCLOSURE SHALL BE INSULATED TO LIMIT HEAT TRANSFER AND PREVENT CONDENSATION IN ALL AREAS OF CONTACT WITH CONDITIONED OR RETURN AIR STREAMS. 18.3 COMPRESSOR SECTION 18.3.1 COMPRESSORS SHALL BE OF THE HERMETIC TYPE AND SHALL BE COMPLETE WITH INTERNAL THERMAL AND OVERLOAD PROTECTION IN EACH LEG, CRANKCASE HEATERS AND SERVICE VALVES. PROVIDE STANDARD 5 YEAR PARTS AND 1 YEAR LABOR WARRANTY. 18.3.2 COMPRESSOR CONTROLS SHALL CONSIST OF LOW PRESSURE CUTOUT AND HIGH PRESSURE RELIEF. 18.3.3 MAGNETIC CONTACTORS FOR COMPRESSOR MOTORS SHALL BE LOCATED IN UNIT CONTROL PANEL. 18.4 CONDENSER SECTION 18.4.1 CONDENSER COIL SHALL CONSIST OF NON-FERROUS TUBING WITH MECHANICALLY BONDED ALUMINUM FINS. 18.4.2 CONDENSER FANS SHALL BE PROPELLER TYPE. FAN MOTORS SHALL HAVE THERMAL AND OVER -CURRENT PROTECTION. MAGNETIC CONTACTORS FOR FAN MOTORS SHALL BE LOCATED IN UNIT CONTROL PANEL. 18.5 EVAPORATOR SECTION 18.5.1 EVAPORATOR COILS SHALL CONSIST OF COPPER TUBING WITH ALUMINUM FINS MECHANICALLY BONDED TO TUBES. COILS SHALL BE PROVIDED WITH LIQUID LINE DRYER AND SIGHT GLASS. 18.5.2 SUPPLY AIR FAN SHALL BE OF THE BELT DRIVEN CENTRIFUGAL TYPE, WITH FORWARD CURVED BLADES, IN UNITS 6 TONS AND OVER, DIRECT DRIVE IN UNITS UP TO 6 TONS. FAN SHALL BE STATICALLY AND DYNAMICALLY BALANCED AT FACTORY. FAN SHALL NOT PASS THROUGH FIRST CRITICAL SPEED AT CATALOGED RPM'S. MAGNETIC CONTACTORS FOR FAN MOTOR SHALL BE LOCATED IN UNIT CONTROL PANEL. PROVIDE CONTROLS TO PROVE FAN OPERATION BEFORE HEATING OR COOLING CAN BE ENERGIZED. THESE CONTROLS SHALL ALSO SHUT OFF HEATING OR COOLING IN EVENT OF LOW AIR FLOW. 18.5.3 PROVIDE DRAIN PAN UNDER COOLING COIL OF ADEQUATE SIZE TO CATCH ALL COIL CONDENSATE. PAN SHALL BE ZINC COATED STEEL WITH HEAVY COAT OF INSULATING SEALER. PROVIDE PAN WITH DRAIN LINE CONNECTION AND GALVANIZED THREADED TRAP. 18.6 HEATING SECTION 18.6.1 HEATING SECTION SHALL CONSIST OF A FACTORY INSTALLED ELECTRIC RESISTANCE HEATER WITH STAGES AS SCHEDULED AND REQUIRED, COMPLETE WITH REQUIRED GAS VALVES, GAS PIPING, FACTORY WIRING AND COMBUSTION FAN. PROVIDE MINIMUM (5) FIVE YEAR NON - PRORATED HEAT EXCHANGER WARRANTY. 18.6.2 PROVIDE MANUAL RESET HIGH LIMIT PROTECTION FOR HEATING SECTION ACTING THROUGH INDEPENDENT AND SEPARATE CONTACTORS. PILOT SHALL BE OF THE SOLID STATE ELECTRONIC INTERMITTENT TYPE: PROVIDE POWER INDUCED, COMBUSTION AIR & PURGE AIR. INDUCED DRAFT FAN TO RUN DURING PILOT OPERATION ALSO. 18.8 OUTDOOR AIR 18.8.1 PROVIDE SCHEDULE ON DRAWINGS FOR MINIMUM OUTDOOR AIR REQUIREMENTS. 18.8.3 OTHER HEATING AND COOLING UNITS SHALL BE PROVIDED WITH MINIMUM MOTORIZED OUTDOOR AIR DAMPER. 18.9 CONTRACTOR SHALL INSTALL SYSTEM IN ACCORDANCE WITH NFPA 90A. 18.10 FURNISH AND INSTALL FIRE DAMPER IN FRESH AIR INTAKE, WHERE REQUIRED BY LOCAL CODES. 18.11 ELECTRICAL CONNECTIONS - ELECTRICAL CONTRACTOR WILL PROVIDE REQUIRED DISCONNECT SWITCHES, INSTALL AND WIRE COMPLETE TO CONNECTIONS IN THE UNITS PROVIDE SINGLE POINT WIRING KIT. 18.12 RETURN AIR TO BE DIRECT DUCTED, NO CEILING PLENUM ALLOWED. 19.0 FILTERS 19.1 TYPE FILTERS SHALL BE 2" THROW AWAY TYPE AND SHALL BE FARR 30-30 FILTER SIMILAR TYPES BY CAMBRIDGE, MICROTRON OR APPROVED EQUAL. MAXIMUM VELOCITY THROUGH FILTER MEDIA SHALL BE 500 FPM. 19.2 TEMPORARY FILTERS AT THE TIME OF CONSTRUCTION AND UNTIL FINAL ACCEPTANCE BY OWNER, ALL UNITS SHALL BE LOADED WITH SPECIFIED FILTER PANELS, TO FULLY PROTECT ALL COILS AND AIR DISTRIBUTION SYSTEMS FROM DIRT AND DEBRIS. ALSO REPLACE SUCH FILTERS AS DIRECTED BY THE ARCHITECT OR OWNER DURING CONSTRUCTION PERIOD. INSTALL SPECIFIED FILTERS FOR FINAL ACCEPTANCE AT TIME AS DIRECTED BY THE ARCHITECT OR OWNER. 19.3 HVAC FILTER TO BE IN RETURN AIR GRILLE ACCESSIBLE FROM SALES FLOOR. 20.0 THERMOSTATS 20.1 ALL THERMOSTATS TO BE HONEYWELL MODEL 8600 OR EQUAL. VERIFY PROGRAMMING INSTRUCTIONS WITH OWNER. 20.2 THERMOSTATS SHALL NOT BE LOCATED WHERE FIXTURE WALL UNITS WILL BE LOCATED 20.3 THERMOSTATS SHALL BE SUPPLIED WITH LOCKING COVER TO LIMIT ACCESS. 21.0 CALIBRATION TEST AND BALANCING 21.1 A COMPLETELY INSTALLED, OPERATING AND BALANCED SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR. LISTED BELOW ARE ITEMS TO BE COMPLETED BY THE SUPPLIER (TRANE OR CARRIER) OR A CERTIFIED INDEPENDENT AIR BALANCE AGENCY. 21.1.1 CONTRACTOR TO DO THE FOLLOWING: SET HVAC UNITS TO RPM AMP DRAWS LISTED ON MANUFACTURER'S SHOP DRAWINGS. CHECK AND SET HVAC EVAPORATOR FANS FOR PROPER ROTATION 4.0 CONNECT AND SET MOTOR OPERATED OUTSIDE AIR CONTROLLERS AND DAMPERS TO THE SETTINGS LISTED ON SETUP SHEET. CONNECT HVAC TRANSFORMERS TO PROPER VOLTAGE TAP. WIRE AND CHECKOUT NIGHT SETBACK SYSTEM FOR PROPER OPERATION. INSTALL THERMOSTATS AND CHECK FOR PROPER OPERATION. INSTALL AND CHECK ALL DIFFUSERS FOR PROPER LOCATIONS AND THROW PATTERN. VERIFY THAT EACH FAN HAS THE PROPER VOLTAGE PRESENT AT THE MOTOR. 5.0 VERIFY PROPER MOTOR TAP ON RESTROOM FAN. MECHANICAL CONTRACTOR MUST BE PRESENT DURING THE BALANCE TO MAKE ADJUSTMENTS ON DAMPERS, PULLEYS, AND CONTROLS AS REQUIRED. 6.0 ELECTRICAL CONTRACTOR MUST BE PRESENT AS REQUIRED FOR ELECTRICAL CONTROLS AND POWER CHANGES. 21.1.2 HVAC EQUIPMENT PACKAGE SUPPLIER OR CERTIFIED AIR BALANCE AGENCY TO DO THE FOLLOWING: a INSPECT FOR PROPER FAN INSTALLATION. 7.0 CHECK FOR AIR FLOW FROM EACH DIFFUSER. CHECK THERMOSTAT FOR PROPER FUNCTIONAL OPERATION. CHECK ROOFTOP UNIT FOR PROPER THERMOSTAT CONNECTIONS, VOLTAGE TAPS, AND OUTSIDE AIR INTERCONNECT. CHECK NIGHT SETBACK OPERATION OF THERMOSTATS. CHECK OUTSIDE DAMPER OPERATORS FOR PROPER OPERATION CHECK AND ADJUST ECONOMIZER CONTROLS FOR PROPER SETTING. 8.0 MEASURE AMPERAGE AND RPM OF EACH HVAC UNIT. (DIRECT THE MECHANICAL CONTRACTOR TO ADJUST PULLEYS TO PROPER VALUES TO OBTAIN DESIRED RESULTS.) MEASURE THE RETURN AIR VALUES OF THE HVAC UNITS AND ADJUST TO NEAR THE REQUIRED VALUES LISTED ON THE DRAWINGS. SUBMIT A ONE PAGE SUMMARY OF THE BUILDING BALANCE 9.0 VALUES AND EQUIPMENT SETTINGS. COMPLETE INSTALLATION INSPECTION. MEASURE SUPPLY AIR VOLUME FROM EACH HVAC UNIT WITH A FLOW HOOD, ADJUSTING VALUES TO DESIRED VALUES. DIVISION 16 - ELECTRICAL 1.0 GENERAL 1.1 WORK INCLUDED UNDER THIS DIVISION CONSISTS OF PROVIDING LABOR, MATERIALS, APPLIANCES, EQUIPMENT, TOOLS, TRANSPORTATION, SUPER- INTENDENCE AND SERVICES REQUIRED TO CONSTRUCT' AND INSTALL COMPLETE AND PROPER OPERATING ELECTRICAL SYSTEMS AS SPECIFIED, INDICATED, AND ELSEWHERE REQUIRED. 2.0 EXAMINATION OF SITE 2.1 BIDDER IS ADVISED TO VISIT THE SITE AND ACQUAINT HIMSELF WITH WORKING CONDITIONS. CONTRACTOR SHALL ACCEPT CONDITIONS AS THEY EXIST ON BID DATE. 3.0 MATERIALS 3.1 MATERIALS, EQUIPMENT AND APPLIANCES SHALL BE NEW AND OF BEST QUALITY UNLESS OTHERWISE INDICATED. 3.2 DETERMINE THAT PROPOSED EQUIPMENT CAN BE INSTALLED IN SPACE AVAILABLE. INSTALL EQUIPMENT SO PARTS ARE READILY ACCESSIBLE FOR INSPECTION AND MAINTENANCE. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR DISMANTLING EQUIPMENT TO OBTAIN ENTRANCE INTO BUILDING. 3.3 MATERIALS SHALL BEAR UNDERWRITER'S LABEL WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED AND LISTED BY UNDERWRITER'S LABORATORIES, INC. 3.4 MATERIALS, EQUIPMENT AND APPLIANCES SHALL CONFORM TO LATEST STANDARDS OF: AIR MOVING AND CONDITIONING ASSOCIATION, INC. (AMCA) SHEETMETAL AND AIR CONDITIONING CONTRACTOR NATIONAL ASSOCIATION, INC. (SMACNA) AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AMERICAN SOCIETY OF HEATING, REFIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) AIR CONDITIONING AND REFIGERATION INSTITUTE (ARI) 3.5 USE EXTREME CARE IN SELECTION AND INSTALLATION OF EQUIPMENT TO INSURE THAT NOISE AND VIBRATION ARE HELD TO ABSOLUTE MINIMUM. CORRECT OBJECTIONAL NOISE AND VIBRATION. PROVIDE ELIMINATORS REQUIRED FOR PROPER RESULTS. PERMITS, FEES AND CODES 4.1 COST FOR FEES, PERMITS, TESTS AND INSPECTION$ SHALL BE PAID FOR BY THIS CONTRACTOR. 4.2 INSTALLATION SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS INCLUDING: CITY AND/OR COUNTY BUILDING CODE NATIONAL AND LOCAL ELECTRICAL CODES NATIONAL FIRE PROTECTION ASSOCIATION STATE, COUNTY, AND CITY DEPARTMENT OF HEALTH STATE PLUMBING CODE AIR POLLUTION BOARD STATE BUILDING CODE O.S.H.A. CODE COOPERATE WITH OTHER TRADES 5.1 MAKE KNOWN ARRANGEMENT OF WORK AND CHECK ARRANGEMENT AND LOCATION OF OTHER TRADES TO AVOID CONFLICTS. EXAMINE DRAWINGS OF OTHER TRADES TO DETERMINE EXACT EQUIPMENT LOCATIONS FOR ROUGH IN. OPERATING INSTRUCTIONS 6.1 CONTRACTOR SHALL PROVIDE TO OWNER OPERATION AND MAINTENANCE MANUALS. CONTRACTOR SHALL INSTRUCT OWNER OR OWNER'S REPRESENTATIVE IN OPERATION OF ALL EQUIPMENT. TYPEWRITTEN LABELS SHALL BE PLACED IN PANEL BOXES DESIGNATING CIRCUIT LAYOUTS. INSPECTION 7.1 NOTIFY OWNER TWENTY-FOUR HOURS IN ADVANCE WHEN PIPING OR EQUIPMENT IS TO BE TESTED, BEFORE PIPING IS INSULATED OR CONCEALED, AND BEFORE TRENCHES ARE BACKFILLED. 7.2 FAILING TO COMPLY WITH THE ABOVE, CONTRACTOR SHALL UNCOVER AND RETEST LINES, REPAIRING DAMAGE TO OTHER CONTRACTOR'S WORK, AS WELL AS HIS OWN. 7.3 BEFORE REQUESTING FINAL PAYMENT, INSPECT INSTALLATION TO ASSURE THAT WORK IS COMPLETE AND REQUIREMENTS OF CONTRACT HAVE BEEN FULFILLED. CUTTING AND PATCHING 8.1 UNLESS OTHERWISE INDICATED, DO NO MORE CUTTING AND PATCHING THAN REQUIRED FOR INSTALLATION OF WORK. 8.2 CUTTING OF STRUCTURAL MEMBERS OR EXPOSED SURFACE OF CONCRETE BLOCK WILL NOT BE PERMITTED. MATERIALS AND EQUIPMENT 9.1 CONDUCTORS: CONDUCTORS SHALL BE COPPER, EXCEPT FEEDER CONDUCTORS MAY BE ALUMINUM FOR FEEDERS #3/0 AWG OR LARGER, PROVIDED SIZE IS INCREASED TO PROVIDE EQUAL AMPACITY AND VOLTAGE DROP FOR COPPER SIZED SHOWN; CONDUIT SIZES TO BE INCREASED ACCORDINGLY. 9.2 RECEPTACLES: DUPLEX RECEPTACLES SHALL BE IVORY, EQUIVALENT TO HUBBELL #5242 WITH IVORY DEVICE COVERPLATES. 9.3 SWITCHES: WALL SWITCHES SHALL BE SILENT, SPECIFICATION GRADE, IVORY, RATED 120 VOLTS, WITH IVORY COVERPLATES. 9.4 TELEPHONE OUTLETS: TELEPHONE OUTLETS SHALL HAVE IVORY DEVICE COVERPLATES WITH BUSHED HOLE. 9.5 PANELBOARDS: A. GENERAL: CIRCUIT BREAKER TYPE, GENERAL ELECTRIC TYPE NLTQ FOR 120/208-240 VOLTS, NHB FOR 277/480 VOLTS. CONSTRUCTION SHALL COMPLY WITH NEMA AND UL STANDARDS. B. CABINETS: SAFETY DEAD FRONT TYPE; BOX MADE OF CODE GAGE GALVANIZED STEEL; MINIMUM GUTTER SPACE 4" ON ALL SIDES BUT NOT LESS THAN NEC EQUIREMENTS; DOOR WITH FLUSH TYPE COMDINATION LOCK AND LATCH, ALL KEYED ALIKE. C. BREAKERS: PLUG IN FOR 120/208-240 VOLTS, BOLT IN FOR 277/480 VOLTS; QUICK MAKE, QUICK BREAK, TRIP FREE, THERMAL MAGNETIC TRIP; AUTOMATIC TRIPPING INDICATED BY HANDLE AT MIDPOINT POSITION; MULTIPOLE BREAKERS TO HAVE COMMON TRIP. INTERRUPTING RATINGS SHALL BE 14,000 AMPERES SYMMETRICAL AT 277/480 VOLTS AND 10,000 AMPERES SYMMETRICAL AT 120/208-240 VOLTS. RATINGS AS SCHEDULED ON DRAWINGS. D. BUSSING: 98% CONDUCTIVITY COPPER SIZED IN ACCORDANCE WITH NEMA TEMPERATURE RISE STANDARDS AND INSTALLED COMPLETELY THROUGHOUT PANEL FOR INSTALLATION OF FUTURE BREAKERS WHERE SCHEDULE SHOWS SPACE ONLY. LUGS UL RATED FOR CU/AL TERMINATIONS. UNLESS INDICATED OTHERWISE ON DRAWINGS, BUS BRACING SHALL BE 22,000 AMPS SYMMETRICAL. E. DIRECTORY: COMPLETE AT END OF JOB, TYPEWRITTEN. F. FINISH: ANSI #61 ENAMEL OVER A RUST INHIBITING TREATMENT AFTER FABRICATION AND BEFORE ASSEMBLY. AFTER INSTALLATION, AND BEFORE ACCEPTANCE BY OWNER, ASSEMBLY SHALL BE PAINTED WITH A RUST INHIBITING PAINT (COLOR SELECTED BY ARCHITECT). RECESSED CANS MAY HAVE GALVANIZED FINISH. G. NAMEPLATES: PROVIDE A LAMACOID NAMEPLATE WITH 5/16" LETTERS ENGRAVED ON FRONT FACE SHOWING PANEL NAME AND VOLTAGE. COORDINATE TO GIVE SAME NAME AS SHOWN ON PANELBOARD SCHEDULE. EXAMPLE: PANEL 1 LA 120/208 V, 3, 4 W. H. MANUFACTURERS: GENERAL ELECTRIC, WESTINGHOUSE, I-T-E, SQUARE D. 9.6 FIXTURES: A. THIS CONTRACTOR SHALL FURNISH AND INSTALL A LIGHTING FIXTURE AS HEREINAFTER SPECIFIED AND SCHEDULED ON EACH AND EVERY OUTLET IN ACCORDANCE WITH THE TYPE DESIGNATION SHOWN ON THE DRAWING. IF A TYPE DESIGNATION IS OMITTED, THE FIXTURE SHALL BE OF THE SAME TYPE AS IS SHOWN FOR ROOMS OF SIMILAR USAGE. VERIFY BEFORE PURCHASE AND INSTALLATION. B. FIXTURES AS SPECIFIED IN THE SCHEDULE BY MANUFACTURERS' NAME AND CATALOGUE NUMBER, BUT FIXTURES BY LISTED, APPROVED MANUFACTURERS WHICH ARE, IN THE OPINION OF THE ARCHITECT AND ENGINEER, SIMILAR AND EQUAL WITH RESPECT TO QUALITY OF MATERIALS, COMPONENTS AND CONSTRUCTION, LIGHT DISTRIBUTION CHARACTERISTICS AND PHYSICAL SIZE, SHAPE AND APPEARANCE, MAY BE SUBSTITUTED. 9.7 LAMPS: ALL LAMPS USED ON THIS PROJECT SHALL BE NEW, DELIVERED TO THE JOB SITE IN THE ORIGINAL PACKING CASES AND SLEEVES AND SHALL BE OF THE SAME MANUFACTURE. UNLESS OTHERWISE SCHEDULED, INCADESCENT LAMPS SHALL BE INSIDE FROSTED GENERAL SERVICE LAMPS AND FLOURESCENT LAMPS SHALL BE RAPID START, TYPE SP35 G.E., 35 PHILLIPS OR SYLVANIA ENERGY SAVING ONLY. 9.8 BALLAST: BALLASTS FOR FLOURESCENT LAMPS, UNLESS OTHERWISE SCHEDULED, SHALL BE VALMONT OPTIMIZER, M28, TWO LAMP AND MANUFACTURED IN ACCORDANCE WITH CBM STANDARDS AND ETL BY A BUILT-IN, NON -RESETTING THERMAL PROTECTOR. ALL BALLASTS SHALL BE RATED TO OPERATE AT THE SERVICE VOLTAGE AS SHOWN AND AS SPECIFIED, PLUS OR MINUS THE DEVIATIONS WITH THE ELECTRIC SERVICE COMPANY IS ALLOWED BY FRANCHISE. BLOCKBUSTER SHALL NOTIFY ILLUMELEX CORPORATION IN WRITING OF STORE OPENING DATE FOR BALLAST WARRANTY AT: ILLUMELEX CORPORATION P.O. BOX 593548 ORLANDO, FLORIDA 32859-0189 ATTN: KEITH FIELDER 10.0 FUSES 10.1 PART 1: GENERAL A. SUPPLY AND INSTALL ALL FUSES IN EACH FUSED DEVICE. 10.2 PART 2.: PRODUCTS A. CIRCUITS 601 TO 6000 AMPERE SHALL BE PROTECTED BY CURRENT LIMITING BUSSMANN HI -CAP TIME -DELAY FUSES KRP-C. FUSES SHALL EMPLOY "0" RINGS AS POSITIVE SEALS BETWEEN THE END BELLS AND THE GLASS MELAMINE FUSE BARREL. THE TERMINALS SHALL BE PEENED. FUSES SHALL BE TIME DELAY AND MUST HOLD 500% OF RATED CURRENT FOR A MINIMUM OF 4 SECONDS, CLEAR 20 TIMES RATED CURRENT AN .01 SECONDS OR LESS AND BE LISTED BY UNDERWRITERS LABORATORIES, INC. WITH AN INTERRUPTING RATING OF 200,000 AMPERES R.M.S. SYMMETRICAL. THE FUSES SHALL BE UL CLASS L. B. CIRCUITS 0 TO 600 AMPERE SHALL BE PROTECTED BY CURRENT LIMITING BUSSMANN LOW -PEAK DUAL -ELEMENT FUSES LPN-RK (250 VOLTS) OR LPS-RK (600 VOLTS). ALL DUAL -ELEMENT FUSES SHALL HAVE SEPARATE OVERLOAD AND SHORT-CIRCUIT ELEMENTS. FUSE SHALL INCORPORATE A SPRING ACTIVATED THERMAL OVERLOAD ELEMENT HAVING A 284 DEGREE F. MELTING POINT ALLOY AND SHALL BE INDEPENDENT OF THE SHORT- CIRCUIT CLEARING CHAMBER. THE FUSE MUST HOLD 500% OF RATED CURRENT FOR A MINIMUM OF 10 SECONDS AND BE LISTED BY UNDERWRITERS LABORATORIES, INC., R.M.S. SYMMETRICAL. THE FUSES SHALL BE UL CLASS RK1. C. MOTOR CIRCUITS - ALL INDIVIDUAL MOTOR CIRCUITS RATED 480 AMPERES OR LESS SHALL BE PROTECTED BY BUSSMANN LOW - PEAK DUAL -ELEMENT FUSES LPN-RK (250 VOLTS) OR LPS-RK (600 VOLTS). LARGER H.P. MOTORS SHALL BE PROTECTED BY BUSSMANN TYPE KRP-C HI -CAP TIME -DELAY FUSES OF THE RATING SHOWN ON THE DRAWINGS. THE FUSES SHALL BE UL CLASS RK1. D. CIRCUIT BREAKER PANELS SHALL BE PROTECTED BY BUSSMANN LOW -PEAK DUAL -ELEMENT FUSES LPN-RK (250 VOLTS) OR LPS-RK (600 VOLTS) AS SHOWN ON THE DRAWINGS. THE FUSES SHALL BE UL CLASS RK1. E. PROVIDE ONE (1) SPARE SET OF FUSES FOR EACH SIZE AND CAPACITY USED ON THE PROJECT. 10.3 PART 3: EXECUTION A. INSTALL LABELS IN ALL FUSED DEVICES INDICATING PROPER SIZE FUSE TO USE. 11.0 MISCELLANEOUS 11.1 ALL EMPTY CONDUIT TO BE SUPPLIED WITH NYLON PULL WIRE. 11.2 ALL FLEX CONDUIT SHALL HAVE "TITE-BITE" CONNECTORS. 11.3 ELECTRICAL CONTRACTOR TO INSTALL AND WIRE OUTLETS IN FIXTURES WHERE SHOWN ON DRAWINGS - OUTLETS TO BE INSTALLED IN FIXTURES AFTER FIXTURE INSTALLATION. 11.4 ALL DEDICATED CIRCUITS SHALL BE LABELED AS SUCH AT OUTLET. ALL DEDICATED OUTLETS IN SERVICE DESK, OVERFLOW AND APPLICATION COUNTERS TO BE LABELED "COMPUTER ONLY". ISOLATED EARTH GROUND SHALL BE AN ORANGE RECEPTACLE, HUBBLE #IG5362 OF EQUAL. 11.5 ELECTRICAL CONTRACTOR TO INSTALL LIGHT BUDS AND STRIP LIGHTS ON SOFFIT WHERE SHOWN ON DRAWINGS. 11.6 ELECTRICAL CONTRACTOR TO LABEL ALL C.P.U. CABLES AT BOTH ENDS. NO SPLICING OF C.P.U. CABLES WILL BE ALLOWED. EACH CABLE FROM OUTLETS IN SERRICE DESKS TO C.P.U. SHALL BE AN INDEPENDENT CABLE. ARCHITECT JEFF ASSOCIATES 614 SOUTH FEDERAL HWY. FT. LAUDERDALE, FL 33301 (305) 764-6575 2000 MAIN ST., SUITE #801 FT. MYERS, FL 33901 (813) 332-1554 COPYRIGHT `J 1992 ANCIl11 EC 1 Jeri= rALKANGER : ASSOCIAIES INC. ALL RIGIITS NESEftVEU. rIIIS UOCurdf_rrr 011 PAN r5-IN6RGOr, MAY NOT UE Nf_rNVUUCCo IN AtlY FORM `NIMOUr VE11MISSION DESIGNED CHECKED R E V I S 1 0 N S 92103 DATE 13 AUG '92 BLOCKBUSTER VIDEO #12178 SANFORD RETAIL CENTER S.R. #17- 92 & 15th ST. SANFORD, FLORIDA SPECIFICATIONS N 8H-SPE04 co i Ti f ff