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Home My WebLink About501 W 9 St 00-2785 Remodel BellSouthOWN 040- -,o2 7 ri.. 1 t' 0 1 Il.0 I GENERAL CONDITIONS & NOTES { THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK AND ALL i DRAWINGS IN THIS SET AND _SHALL EXTEND TO. ANY CHANGE ORDERS, OR ADDITIONS AGREED UPON DURING THE COURSE OF THE WORK. AIA DOCUMENT A� i GENERAL, NDITIONS OF THE CONTRACT FOR CONSTRUCTION 1g57 EDITION SF I BE INCLUDED IN ITS ENTIRETY ! AS PART OF THESE DOCUMEN ALL DRAWINGS IN I .THIS S AND ET THE DESIGNS THEREIN ARE THE . PROPERTY OF VOA ASSOCIATES, INCORPORATED. SECTION A L CONTRACTOR SHALL VISIT AND INSPECT THE PREMISES, PRIOR TO SUBMITTING THEIR PROPOSAL, TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS. UNDER WHICH WORK WILL BE PERFORMED. NO SUBSEQUENT EXTRAS OR �ADDITIONS`WILL BE ALLOWED ON ANY CLAIM DUE TO LACK OF KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE CONTRACTOR COULD HAVE INFORMED HIMSELF. - 2. CONTRACTOR SHALL, BEFORE COMMENCING {WORK, REVIEW ALL PLANS, NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS .AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. HE IS IN ANY WAY ALL ADJOINNT. ,ALL AREAS OR, AREAS UPON WHICH THE PERFORMANCE OF HIS WORK $HALL'EXAMINE ALL. ADJOINING AREAS OR ES OR DISCREPANCIES SHALL BE REPORTED TO VOA PRIOR TO FABRICATION OR ERECTION OF WORK- iN QUESTiON� ANY. VARIANCES OR DISCREPANCIES IN THE DOCUMENTS NOT REPORTED IMMEDIATELY TO VOA SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. [ 3. `CONTRACTOR SHALL MAKI KNOWN TO VOA�ANY LIMITATIONS, EXCLUSIONS," OR MODIFICATIONS TO THE ,DOCUMENTS DURING THE PRICING PHASE OF THE PROJECT. UNLESS ADVISED OTHERWISE IN WRITING, 'THESE ITEMS SHLL BE PRESUMED INCLUDED IN CONTRACTOR'S PRICE. ; 4,, ;THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS T0'ALI. TRADES UNDER HIS JURISDICTION. ` z , 5. ANY INFORMATION REQUIRED BY CONTRACTORS THAT IS NOT SHOWN IN THE DRAWINGS OR CONTAINED IN OTHER CO TRACT DOCUMENTS (IF ANY) SHALL BE REQUESTED BY THE GENERALLC A CONTRACTOR FROM VOA. 6. SHOULD THE CONTRACTOR;, .BY HIS OWN FAULT, FAIL TO COMPLETE WORK BY THE AGREED UPON COMPLETION DATE, HE SHALL, AT THE DISCRETION OF THE OWNER, PERFORM WORK ON PREMIUM 11ME,T0 CONFORM WITH THE SCHEDULE. ANY EXPENSE INCURRED BY SUCH WORK SHALL BE THE RESPONSIBILITY :OF THE CONTRACTOR. 7. A REPRESENTATIVE OF T E GENERAL CONTRACTOR WHO IS AUTHORIZED TO DISCUSS THE WORK AND TO RECEIVE INSTRUOTIONS SHALL BE ON SITE AT ALL 71MES THAT WORK IS IN PROGRESS. 8. GENERAL CONTRACTOR SMALL MAINTAIN .A `JOB SITE TELEPHONE AT ALL TIMES. 9. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS TO EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS WIT} THE EXCEPTION IOF ITEMS OR AREAS MARKED "NOT IN CONTRACT", "N,I.C.", OR "BY OTHERS" 10, THE CONTRACTOR -SHALL ,KEEP SUFFICIENT ;WORKMEN ON THE JOB SITE AT ALL TIMES TO SAW UU11=1 PERFORM THE WORK IN TIE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTi�E, AND THE BEST INTERESTS OF THE END USER. 11 THE GENERAL CONTRACTOR SHALL PROVIDE II GENERAL CARPENTRY AND BLOCKING AS REQUIRED FOR THIS PROJECT W 41C MAY NOT FALL INTO THE JURISDICTION OF A SPECIFIC TRADE, BUT IS ' REQUIRED FOR THE PROP R JOB. EXECUTION AND COMPLETION OF CONSTRUCTION. www'D A 604"A N' Fo UO4 - I �2 ALL FEES, AXES, PERMIWORK WITHTGOVERNMEN � AGENCIES SHALL BE THE RESPONSIBILITY OFF THE G NERALAND THE FILING OF ALL CONTRACTOR. I' 13. CONTRACTOR SHALL, NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH HE "EXPECTS ADDITIONAL COMPENSATION WITHOUT WRITTEN AUTHORIZATION TO PERFORM SUCH WORK. 14. CONTRACTOR SHALL AT qLL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE JUNE 12 0 01' 0 MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS OR THE OPERATIONS OF ANY OTHER CONTRACTORS WITHIN TH AREA OF WORK. METHODS FOR SUCH REMOVAL MUST BE AGREEABLE TO OWNER. 15. PREMISES SHALL BE SWEPT CLEAN DAILY OF CONSTRUCTION DEBRIS. 16, FINAL CLEANING PRIOR TO! END USER OCCUPANCY SHALL INCLUDE (BUT NOT BE LIMITED TO): CLEANING OF ALL WOOD AND GLASS SURFACES, DUSTING OF ALL HORIZONTAL SURFACES, 'VACUUMING OF ALL CARPETED AREAS, REMOVAL OF ALL STAINS, SPOTS, SPILLS, ETC. ON ANY SURFACE, MOP CLEANING I AND WAXING OF ALL RESILIENT FLOORS, AND CLEANING ALL ViNYL WALL COVERINGS FREE FROM D RT ADHESIVE, OR' OTHER FOREIGN MATERIALS. 17. GENERAL CONTRACTOR AND HIS VENDORS SHALL DETERMINE AVAILABILITY OF ALL FINISH MATERIALS, TRADES, AND! ITEMS SHOWN IN"THESE, DOCUMENTS,. ANY DELIVERY THAT MAY CAUSE POTENTIAL PROBLEMS IN MEETING AGREED UPON CONSTRUCTION SCHEDULE SHALL BE BROUGHT -: TO VOA'S ATTENTION FO POSSIBLE REEVALUATION OF MATERIAL DESIGNATION. CoINISULTANT ARCHITECT Parsons InfracstructureVOA Associates Inc. RGroup, 72AvenueSECTION Inc.• Technology Jacksonville, FL 32207 L THE CONTRACTOR SHALL BE RESPONSIBLE fOR HIS WORK AND, SHALL NOT ACCEPT INSTRUCTION 4701 Hedgemore Drive 904-398-8844 FROM LOCAL PERSONNEL WITHOUT VERIFICATION FROM THE OWNER'S AGREED UPON Charlotte, NC 28209 Contact: Miguel Martinez REPRESENTATIVE.. THE CONTRACTOR WILL BE LIABLE FOR ANY EXPENSE' CAUSED BY THE I 704-558-4094 Architect EXECUTION AND REMOVA OF SUCH WORK ;WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER'S Contact: Mr. Keys Jones REPRESENTATIVE. I of Record: Mark Thiele, AIA b SECTION C 1. CONTRACTOR SHALL COMPLY WITH ALLTHE RULES. AND REGULATIONS OF THE BUILDING AS TO HOURS OF AVAILABILITY OF ELEVATORS, .LOADING` DOCKS, ETC. FOR THE PURPOSE -OF DELIVERY AND THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS, TO AVOID CONFLICT OR INDEX OF DRAWING S INTERFERENCE WITH NORMAL BUILDING OPERATION. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER AND VOA OF ANY AREAS THAT HAVE NOT PEEN SATISFACTORILY COMPLETED TO MEET BASE BUILDING STANDARDS. (i.e. FIREPROOFING, DUCTWORK, SLAB CON[)ITiONS, DEMISING WALLS, UTILITY HOOKUPS, ELECTRICAL ETC.) ARCHITECTURALPANELS, MECHANICAL I 3. CONTRACTOR SHALL EXERCISE GREAT CARE IN PROTECTING FROM DAMAGE ALL EXISTING CONDITIONS INDICATED A4 "TO REMAIN", ALL. AREAS OF THE BUILDING INDICATED AS "NOT IN CONTRACT", AND ALL MATERIALS DELIVERED TO JOB SITE PRIOR TO THEIR INSTALLATION. ANY AO.1 COVER SHEET DAMAGES DUE TO THIS WORK OR TO ACCIDENTS: SHALL BE PATCHED, REPAIRED, OR REPLACED AT THE DISCRETION OF NOA AND OF THE OWNER. CONTRACTOR SHALL BEAR COSTS. ASSOCIATED WITH SUCH DAMAGE AND, ITS CORRECTION.' A1.1 FIRST FLOOR KEY PLAN, DEMOLITION PLAN, 4. EXISTING MECHANICAL Of HVAC DEVICES, INCLUDING RETURN AIR DIFFUSERS AND DUCT OPENINGS SPECIFICATIONS & NOTES SHALL BE COVERED WITH; 2 FILTER MEDIA; THROUGHOUT THE DURATION OF THE WORK. FILTER MEDIA SHALL BE REMOVED PRIOR TO COMPLETION OF CONSTRUCTION. GENERAL CONTRACTOR SHALL CHANGE THE FIL RS UPON COMPLETION OF THE PROJECT., ' 5. THE CONTRACTOR SHALL NOT CUT ANY EXISTING STRUCTURAL MEMBERS UNLESS APPROVED TO DO SO IN WRITING BY THE: CENSED STRUCTURAL ENGINEER. 6. ANY ELEMENT, WHATSOEVER, REQUIRED QY THE BUILDING OWNER OR BY THE MUNICIPAL BUILDING OFFICIAL BUT NOT SPECI ED ON CONSTRUCTION DOCUMENTS SHALL BE REVIEWED BY VOA PRIOR TO INSTALLATION. SECTION E CODE COMPLIANCE 1, DO NOT SCALE DRAWINGS -- DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLAN AND ELEVATION DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL PETALS. 1. THE EXISTING BUILDING HOUSES TELEPHONE COMMUNICATION EQUIPMENT WHICH IS GOVERNED BY 2. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. THE RULES OF THE UNITED STATES F.C.C. WHERE THE TERM "OR APPROVED EQUAL" IS USED, VOA ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. 2. THE EXISTING BUILDING HAS BEEN OCCUPIED BY LESS THAN 5 PEOPLE. THESE INDIVIDUALS ARE BELLSOUTH TECHNICIANS AND WORK DIRECTLY ON THE TELEPHONE EQUIPMENT. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE ® SECTION I GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY AND 3. ALL TELEPHONE EQUIPMENT AND OTHER ELECTRICAL SERVICES INSIDE THE BUILDING ARE j SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY. PROTECTED BY THE RULES AND REGULATIONS ACCORDING TO NEBS. 1 EN ON RAL CONTRACTOR S ALL SUBMIT PRIR TO COMMENCING WORK A UST OF ALL 4. ALL WORK SHALL BE PERFORMED BY SKILLED WORKMEN AND IN ACCORDANCE WITH THE BEST 4. THIS PROJECT PROVIDE AREAS FOR INDIVIDUAL EQUIPMENT, WHICH THIS COMPANY IS LEASING �. ' G E0 SUBCONTRACTORS TO OWNER AND TO VQA. '`HE NAME OF PRINCIP CONTACT, THE ADDRESS, PRACTICES OF THE TRADES INVOLVED. FROM BELLSOUTH INC. -- ' AND THE PHONE NUMBE OF EACH SUBCONTRACTOR SHALL BE INt,OED ON THIS LIST. 5, ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, SQUARE, LEVEL, AND TRUE AND IN 5. THIS SMALL EQUIPMENT CLOSET IS UNMANNED AND CONTAINS TELEPHONE EQUIPMENT WHICH IS PROPER ALIGNMENT. IDENTICAL IN OPERATIONS AND CONFIGURATION TO THE EXISTING TELEPHONE EQUIPMENT INSIDE 2. CONTRACTOR SHALL SUB IT SAMPLES TO VOA FOR REVIEW OF ALL . VATERIALS TOGETHER WITH THE BELLSOUTH BUILDING. °"- FINISHES AND INTENDED USA IN THE WORK PRIOR TO COMMENCEMENT OF WORK. 6. ALL MATERIALS SHALL BE NEW, UNUSED, Ai4D OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED. ALL MANUFACTURED EQUIPMENT, MATERIALS, AND FINISHES SHALL 6. BUILDING ALARMS, SECURITY ALARM, FIRE AND SMOKE ALARMS ARE MONITORED 24 HOURS BY A 3• CONTRACTOR SHALL SUB IT SHOP DRAWINGS 1N TRIPLICATE TO VOA 'FOR REVIEW OF ALL TRADES BE INSTALLED OR APPLIED ACCORDING TO THE MANUFACTURERS WRITTEN RECOMMENDATIONS. LOCAL AND REMOTE MONITORING STATION. INVOLVED IN THIS CONTRACT. SHOP DRAWINGS ENHANCE THESE DF2!FORWINGS AND SPECIFICATIONS -= APPROVAL OF SHOP DRAWINGS SHALL' NOT RELEASE CONTRACTOR OF RESPONSIBILITY FOR 7, THE BUILDING CONTAINS ADVANCED FIRE DETECTION SYSTEMS. THE F.C.C. IN CONJUNCTION WITH , WORK AS SPECIFIED. 7. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY BELL LABS HAVE FOUND THE FiRE SUPPRESSION SYSTEMS DO NOT ADEQUATELY FUNCTION INSIDE , - I f 4• WHEN THE JOB IS SUBS ANTIALLY COMPLETE, THE GENERAL CONTRACTOR SHALL PREPARE A AND FREE OF VIBRATION. TELEPHONE EQUIPMENT BUILDINGS. BECAUSE OF THE DANGER TO THE EQUIPMENT, AND THE LOSS OF TELEPHONE SERVICE, NO FIRE SUPPRESSION SYSTEM IS PROVIDED. PLEASE REFER TO THE PUNCH LIST OF ITEMS TQ BE COMPLETED OR CORRECTED AND SUB, IT THIS LIST TO VOA AND TO 8, ALL WORK AND MATERIALS SHALL BE GUARANTEED BY THE GENERAL CONTRACTOR AGAINST BELLCORE AUTOMATIC FIRE SUPPRESSION SYSTEM SPECIAL REPORT #SR-3882 DATED MAY, 1996. r THE OWNER. FAILURE T INCLUDE ANY ITEMS ON THIS UST DOES �OT ALTER THE RESPONSIBILITY DEFECTS IN DESIGN, WORKMANSHIP, AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE ALSO, SEE THE SPECIAL EMERGENCY OPERATION PLAN AS PREPARED BY BELLSOUTH WHICH IS OF THE CONTRACTOR TO COMPLETE THE WORK , IN ACCORDANCE WITH THESE DOCUMENTS. DATE OF APPROVAL FOR FINAL PAYMENT. THIS GUARANTEE SHALL NOT LIMIT ANY SPECIFIC LOCATED IN THE ENTRANCE LOBBY ADJACENT TO THE FIRE ALARM ANNUNCIATOR PANEL FOR I;. MANUFACTURERS WARRANTIES THAT ARE IN EXCESS OF (1) YEAR DURATION. SPECIFIC DIRECTIONS FOR THE FIRE SUPPRESSION AND LIFE SAFETY. 5.THE GENERAL_ CONTRACTOR ,SHALL SUBMIT, SCALED REPRODUCIBLE AiS-BUILT DRAWINGS TO OWNER 8. ALL INDIVIDUALS WHO WORK INSIDE THE TELEPHONE SWITCHING FACILITY HAVE BEEN PROVIDED W/ AT THE COMPLETION OF {ME PROJECT. ALL MECHANICAL, ELECTRICAL, AND ARCHITECTURAL 9, IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THE SPECIAL TRAINING REGARDING LIFE SAFETY ISSUES. CHANGES MADE DURING THE COURSE OF PROJECT SHALL BE INDICATED ON THESE DRAWINGS. NOTES OR CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF �E I I€ SUCH RESPONSIBILITY EXCEPT FOR ITEMS SPECIFICALLY NOTED. 9. BELLSOUTH HAS BEEN MANDATED BY THE FEDERAL TELECOMMUNICATIONS ACT OF 1996 TO ALLOW c- I 6• CONTRACTOR SHALL. BE (iESF'ONSIBLE FOR,PROViDING THE ND USER WITH ALL MANUFACTURERS "CLEAR" COMPETITIVE TELEPHONE COMPANIES INTO BELLSOUTH SWITCHING FACILITIES. BELLSOUTH HAS 1 MANUALS AND RECOMMENDED MAINTENAN PROCEDURES AND SCHS DULES. . DIMENSIONS SHALL BE EXACT WITHIN A 1/8" TOLERANCE ALONG FULL 10ALL "HOLD" OR BEEN MANDATED BY THE PUBLIC SERVICE COMMISSION TO PROVIDE AND CONSTRUCT THESE' 4 i DISTANCE OF DIMENSION. EQUIPMENT CLOSETS DUE TO THE FEDERAL TELECOMMUNICATIONS ACT. N I Bolden Engineers Inc.-", 3066 Highway 29 South Lawrenceville, GA 30244 770-279-0413 Electrical Contact: Mark Eubanks Mechanical Contact: Brad Shepherd ELECTRICAL LOCATION MAP 11ilk. - W4, - - ..m ; . . , " H Y Central Office Manager Contact: Rick Couvillion 407-316-2606 CONTRACTOR H. E. Hennigh Contact: Ed Sunn 904-757--�31 1 1 ASBESTOS CONSULTANT Emcon 8021 Philips Hwy, Suite 12 Jacksonville, FL 32256-7460 Contact: Ms. Chris Vannais 904--636-9660 CSCM Contact: Rob Cook 904-350-2401 ACT acoustic calling the iNBUL Insulation AFDC. above finished c®IIN ITF Information to follow AFF. above finisheed floor L length ALT alternate LAY lavatory ALUM aluminum MAX maximum e/ bottom of MECH. mechanic (al) 50 board IWIFR manufacture (or) MM building MTL metal 5.0. by others MN minimum CJ control joint MISC miscellaneous CL centerline N.I.C. not in contract CLC-S ceiling NO. OR 0 number CLO closet NTS not to scale CLR clear OTC, on center (a) COL column OD outside diameter CONC. concrete OPP opposite Cow. continue (ous) P-LAM or FL plastic laminate CP 1 carpet PT paint CT ceramic the QT quarry tile D depth RAD radius DET deta I l REQ'D required OIA diameter REV revision (s) revised DIM dimension SC solld core DN down 8D smoker detector DWG drawing am sheet EA each 811`1 similar EJ expansion Joint 8F'EC specification (e) EL elevatton 8Q square F..I..EV elevator 8e stainless steel EEO aqua I STL steel EQUIP equipment T/ top of EWC electric water cooler TEMP tempered l,XIBT existing TYp typica I IMP floor drain U.0A or UN.O. unless otherwise noted FEC fire extinguisher cabinet VCT vinyl composition the FN finish (ed) VERT vertical FL floor Vrl1C vinyl wall covering FT foot/reot U0 wood GA gage, gauge W width GC general contractor W/ with G1115 gypsum wall board W/O without IIM hollow metal HORIZ horizontal HT or H height ID inside diameter @ BELLSOUTH CONSULT PRJ. NO. SEAL SUB -CONSULT PRJ. NO. q 12023J BST PRJ. NO. 84001 CONSULTANT PARSONS 4701 Hedgemore Drive Charlotte, NC 28209 704-529-6246 SUB -CONSULTANT VOA ASSOCIATES, I1722 Hendricks Avenue INC. Jacksonville, FL 32207 904-398-8844 SUB -CONSULTANT �BOLDEN ENGINEERS, INC. 3066 Highway 29 South Lawrenceville, GA 30044 770-297-0413 NO. DATE DESCRIPTION EOVAL - PROJECT TITLE BR0 Collocation @ Sanford Main 501 W. 9th Street Sanford, Florida 32771 KEY PLAN DATE 06-02-00 DRAWN BY M M CHECKED BY MS APPROVED BY MT NOT FOR CONSTRUCTION ❑ RELEASED FOR CONSTRUCTION x RECORD DRAWING El AS-BUILT DRAWING ❑ i DATABASE DRAWING TITLE COVER SHEET GLC NO. DRAWING NO. 33340 A0.1 I SHEET 01 QF02 I F9 EXISTING DOOR + TO BE REMOVED ELECTRICAL P NEL I (j (TYP.) TO REMAIN L �l -- r_ --- ------ II - - - - - - - - - - - --- - I II I :EXIT CMU WALL298 I TO REMOVED ® (TYP.) i CMU WALL I TO REMAIN II II i- -i EXISTING' DOORS I I 10, I 299 TO BE MOVED I I F al A I II II C C 119IV 10 z PATCH AND FILL OPENING TO MATCH EXISTING p (TYP.) u EQ. 12"t EQ. 2" ± 2"f GREY BSC SIGN NOTES BELL,%.)UUTH BACKGROUND WOVEN WIRE PARTITIONS SPECIFICATION * PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL a II FIELD VERIFY IF THERE IS CURRENTLY A BSC SIGN. IF A SIGN DOES EXIST, VERIFY WITH THE 00 CENTRAL OFFICE MANAGER WHETHER THE SIGN WIRE MESH PARTITIONS TO REPORT MAINTENANCE PROBLEMS VERIFY PHONE # NEEDS TO BE REPLACED, OR NOT. N R ALARMS CALL THE BUILDING SERVICO WITH BELLSOUTH r N CENTER (BSC) CSC�A CONTRACTOR IS NOT TO ORDER ANY SIGNS PART 1 - GENERAL Corn uL PRJ. No. SEAL UNTIL THE BELLSOUTH CENTRAL OFFICE MANAGER �- `-(904) 3 8" CONTRASTING WHITE HAS APPROVED OF THE INFORMATION. 1.1 RELATED DOCUMENTS 780-274 LETTERS. DO NOT REPEAT PROVIDE INTERIOR SIGNAGE FOR A.D.A. COMPLIANCE A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 SUB[CONSULT PRJ. NO. TEXT IN BRAILLE AS MANUFACTURED BY: Specification Sections, apply to this Section. ^- ADVISE THE DISPATCHER THAT YOU �12023J ARE CALLING ABOUT COLLOCATION EMED COMPANY, INC. (OR EQUAL, TO BE APPROVED 1.2 SUMMARY SPACE AND PROVIDE THE FOLLOWING BY ARCHITECT) BST PRJ; No. INFORMATION: P.O. BOX 369 BUFFALO, NEW YORK 14240 A. This Section includes modular woven wire partition systems. 84001 CQNsuLTANT N PHONE#:1-800-442-3633 EXT (813) (D z 1.3 SUBMITTALS AFORD MAIN C.O. GLC #33340 00 J SIGNS TO BE INJECTION -MOLDED ACRYLIC ADA69-CW. w YOUR COMPANY'S NAME U_ LL 16 W X 16 H. SIGNS TO HAVE NON -GLARE FINISH A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 g j CONTACT PERSON & TELEPHONE # Q w _ wP, WITH GREY BACKGROUND AND CONTRASTING WHITE Specification Sections. ARSONS �i LETTERING. CHARACTERS TO BE 3/8" HIGH AND N RAISED 1/32 B. Product Data for each type of product specified, consisting of manufacturer's specification, technical data, and YP p p g p installation 470d 1 H e g emore Drive instructions. , - CONTRACTOR TO VERIFY SIGN LOCATION WITH C�arlotte, NC 28209 16" BELLSOUTH CENTRAL OFFICE MANAGER. INSTALL SIGN C. Shop Drawings showing fabrication and installation of wire mesh partitions, in plans, elevations, and large-scale 704-529-6246 AT 60" AFF TO CENTER LINE OF SIGN, UNLESS details showing anchorage and accessory items. I OTHERWISE NOTED. S B- ONSULTANT 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Engage a firm experience in manufacturing wire mesh partitions similar to those indicated for this Project and that have a record of successful in-service performance. VQA M A INT E N A N C E SIGN 1.5 PROJECT CONDITIONS $SOCIATES, INC. 3 1 22 Hendricks Avenue SCALE: 3"=1'-0" A1.1 A. Field Measurements: Check actual locations for wire mesh products by accurate field measurements before J cksonville, FL 32207 fabrication and show recorded measurement on Shop Drawings. Coordinate fabrication and delivery schedules with construction progress to avoid delaying the Work. 9ID4�398-8844 1. Where field measurements cannot be made without delaying the Work, guarantee location dimensions and SB-CONSULTANT ' proceed with fabricating wire mesh products without field measurements. Coordinate wall, column, floor, and ceiling construction to ensure that actual location dimensions correspond to guaranteed dimensions. I OLDEN PART 2- PRODUCTS 2.1 MANUFACTURER NGINEERS, INC. 3Q66 Highway 29 South A. Product/Manufacturer: Subject to compliance with requirements, provide Style 840 Woven Wire Partitions by the LQwrenceville, GA 30044 following manufacturer: 7 OI 297-0413 F Wire Crafters, Inc. 6208 Strawberry Lane NO. DATE DESCRIPTION APPROVAL Louisville, KY 40214-2900 800/626-1816 502/361-3857 Fax www.wirecrafters.com STORAGEII OFFICE ASSEMBLY ROOM 38 33 CATWALK 7CORRIDOR VACANT A.C. FIBER SLoEEo S EXIST. 0 1 02 1 03 1 04 1 05 K 06 1 07 1 08 09 10 EXIST NVE 01 1 02 03 T J_ J_ J 23 L _L -L.- J rn Bwl L0103 1 7 _J_ 13 1 15 17 J I--DSE -I 298 UTC 0' 0 02 04�-06 OS__ 10 124=16 "13S S pDSO 3 � 5� TioFlUIT :T 8� 2® IM I EATX CAGE CONSTRUCTION NOT A PART OF THIS PROJECT TO BE BUILT BY COLLOCATOR 10,-0" 0 100 SQ FT. ROOF- OVER FIRST FLOOR GENERAL NOTES: A1.1 1. WHERE EXISTING CONSTRUCTION, DOORS, PARTITIONS, CEILINGS, ETC. ARE TO BE REMOVED, MODIFIED OR REARRANGED, OR WHERE EXPOSED MECHANICAL OR ELECTRICAL SYSTEMS ARE ADDED OR MODIFIED, THE CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING FINISHES OF FLOORS, WALLS AND CEILINGS REQUIRED. 2. CONTRACTOR SHALL CLEAN, PATCH AND TOUCH-UP AS REQUIRED ALL EXISTING WALLS, FLOORING, AND CEILING FINISHES IN THE COLLOCATOR AREAS 3. CONTRACTOR SHALL VERIFY THE EXACT NUMBER AND LOCATION OF FLOOR AND WALL u Jrly 3� CABLE HOLES NEEDED, WHERE APPLICABLE, TO COMPLETE CONSTRUCTION. 2 A1.1 DEMO _ B. Approved Equals: Manufacturers offering a wire mesh partition system that is equivalent to the system specified 7 shall request approval by the Architect prior to bidding. Submit complete specification, technical data, large-scale details, installation instruction, and other product data as necessary to allow Architect to make a complete evaluation. EXIST. 2.2 PANELS A. Construct panels of 10 gage (0.135) steel wire, woven into 2%1" rectangular mesh and securely welded to a 1-1/4"x 1-1/4% 1/8"steel angle frame. Frames shall have 7/8" x 7/16" slotted holes for mounting to posts and adjacent panels. Panels four to seven feet wide shall have one 1/4" x 3/4" stiffener welded to the frame. Wider panels shall have two stiffeners. O ESQ. 100 FT. 2.3 POSTS A. Fabricate posts of 2" x 2" x 14 gage (0.083) steel tubing. Weld a 2" x 7" x 1/4" steel flat base plate to each, 6 with two 7/16" round holes for floor anchoring. Tack weld a decorative cap to the top. Drill posts with %" holes to accept hardware for mounting panels and doors. Set hole spacing to leave a 3-1/4" sweep space below bottom panels. Posts shall have a 2" projection above the panels. SIC 100 SQ. FT. 2.4 DOORS 101 A. Construct doors of 10 gage (0.135) steel wire, woven into 2" x 1" rectangular mesh and securely welded to a 1-1/4" x 1-1/4" x3/16" steel angle frame. Securely weld 1/4% 3/4" steel flat stiffeners, two horizontal and one vertical, to the frame behind the mesh. Supply two gate posts and three 4" x 4" x 10 gage tight -pin hinges with each door. 1. Door Hardware: (at Collocator Enclosures) a. Outside Face of Door: Provide Standard Front (SF-1 Key Lock. Furnish with Best Cylinder less core. Also, weld 0 5 a pull handle meeting ADA requirements on the exterior side of the door. b. Inside Face of Door: Provide (SB-4) Lever Handle on the interior. 2.5 HARDWARE WOMEN A. Supply all erection hardware. Panel mounting hardware shall consist of 3/8" standard thread grade plated fasteners. Floor anchors shall be 3/8" wedge type. O 0 O O 2.6 FINISH A. Nonplated parts shall receive one coat of gray acrylic enamlel. Supply matching touch-up paint to installer. STORAGE PART 3 - EXECUTION 4 3.1 INSTALLATION PIONEER A. Erect partitions plumb, rigid, properly aligned, and securely fastened in place, complying with Drawings and STORAGE manufacturer's recommendations. B. Provide additional field bracing as shown or necessary for rigid, secure installation. Installer to provide additional shims, clips and bracing as required. 3A 3.2 ADJUSTING AND CLEANING A. Adjust moving components for smooth operation without binding. B. Touch up damaged finish after completing installation using field -applied paint to match color of shop -applied 3 finish. END OF SECTION 10605 WOVEN WIRE PARTITIONS DESIGN NOTES WIRE CRAFTERS STYLE 840 WOVEN WIRE PARTITIONS 1. Woven wire partition is based on Style 840 as manufactured by Wire Crafters, Inc., Louisville, KY, 800/626-1816, wwwwirecrafters.com. 2. Panels are stacked horizontally between the posts. They are not interlude upright. 3. Stock panels are available in heights of 4' or 5', and widths of 1' to 10' in 1' increments. Use of stock panels will allow quick shipment. 4. Wire Crafters has agreed to fabricate a large number of custom 1'-10" wide x 4'-0" high panels for BellSouth. These panels will allow easy reconfiguration of Collocator spaces into smaller areas, each with its own door; refer to the standard details for prototype layouts. Wire Crafters will maintain a stock of these special -width panels for quick shipment. 5. Stock posts are 2" x 2" square, and are available in heights of 8'-5-1/4", 10'-5-1 /4"and 12'-5-1 /4". 6. Standard hole layout allows for a 3-1/4" sweep space below bottom panel. 7. Posts project 2" above top of wall panels. 8. Standard post baseplate is 2" x 7" with holes for 2 anchors. 9. Standard finish is one coat of gray acrylic enamel on all nonplated parts. 10. Systems are supplied with all erection hardware needed. 11. Doors into collocators' spaces should typically have a Standard Front (SF-1) Key Lock on the exterior, and a (SB-4) Lever Handle on the interior. Lock should be supplied with a Best Cylinder less core. Wire Crafters has agreed to exterior side of doors supplied on BellSouth projects, for ADA compliance. P OJEGT TITLE BRO Collocation Sanford Main 501 W. 9th Street ;Sanford, Florida 32771 DA 06/02/00` DR�WNIBY M M CH�CKf ID BY M S APPROVED BY l MT NTT FOR CONSTRUCTION ❑ R�LE�ASED FOR CONSTRUCTION R�CQRD DRAWING EJ A�-�UILT DRAWING ❑ DA?ABASE DR WING TITLE S GOND FLOOR KEY- PLAN, DEMOLITION PLAN, SPECIFICATIONS & NOTES GLC Nq. DRAWING NO. 313340 1 A 1.1 I SHEET 02 OF02 u ,y j 2 0 9 EQ. 12"f EQ. 2" t 2"f GREY BSC SIGN NOTES EXISTING DOOR BACKGROUND * PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ELECTRICAL PANEL TO BE REMOVED (T,�p) -H FIELD VERIFY IF THERE IS CURRENTLY A BSC TO REMAIN L w N - SIGN. IF A SIGN DOES EXIST, VERIFY WITH THE 00 CENTRAL OFFICE MANAGER WHETHER THE SIGN -I N TO REPORT MAINTENANCE PROBLEMS VERIFY PHONE NEEDS TO BE REPLACED, OR NOT. I R ALARMS CALL THE BUILDING SERVIC WITH BELLSOUTH - - - - - - ----------- ----- -- - - -1 f --- N CENTER (BSC) CSCM CONTRACTOR IS NOT TO ORDER ANY SIGNS �_ UNTIL THE BELLSOUTH CENTRAL OFFICE MANAGER ® I I I I 3/8" CONTRASTING WHITE HAS APPROVED OF THE INFORMATION. 298 EXI� CMU WALL I I TO REMOVED - 904) 780-274 LETTERS. DO NOT REPEAT PROVIDE INTERIOR SIGNAGE FOR A.D.A. COMPLIANCE ® I I (TYP.) N .�r ADVISE THE DISPATCHER THAT YO TEXT IN BRAILLE AS MANUFACTURED BY: 1 6� I I ARE CALLING ABOUT COLLOCATION EMED COMPANY, INC. OR EQUAL, TO BE APPROVED ( CMU WALL I I � SPACE AND PROVIDE THE FOLLOWING BY ARCHITECT) TO REMAIN I I `vINFORMATION: P.O. BOX 369 I BUFFALO, NEW YORK 14240 I N PHONE#: 1 -800-442-3633 EXT (813) I 299 II EXISTING DOORS I I TO BE REMOVED I I AFORD MAIN C.O. GLC #33340 00 o U- z J SIGNS TO BE INJECTION -MOLDED ACRYLIC ADA69-CW. 1 O DF ® (TYP.) I I w • YOUR COMPANY'S NAME CONTACT PERSON &TELEPHONE # LL Q " » 16 W X 16 H. SIGNS TO HAVE NON -GLARE FINISH I - z WITH GREY BACKGROUND AND CONTRASTING WHITE -R coo w v LETTERING. CHARACTERS TO BE 3/8" HIGH AND II E we w RAISED 1 /32" 19 1 O CONTRACTOR TO VERIFY SIGN LOCATION WITH 16" BELLSOUTH CENTRAL OFFICE MANAGER. INSTALL SIGN --t ?' PATCH AND FILL OPENING AT 60" AFF TO CENTER LINE OF SIGN, UNLESS TO MATCH EXISTING OTHERWISE NOTED. (TYP. ) DEMOLITION PLAN MAINTENANCE SIGN SCALE: 3"=1 '-0" GENERAL NOTES: A1.1 1. WHERE EXISTING CONSTRUCTION, DOORS, PARTITIONS, CEILINGS, ETC. ARE TO BE REMOVED, MODIFIED OR REARRANGED, OR WHERE EXPOSED MECHANICAL OR ELECTRICAL SYSTEMS ARE ADDED OR MODIFIED, THE CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING FINISHES OF FLOORS, WALLS AND CEILINGS REQUIRED. 2. CONTRACTOR SHALL CLEAN, PATCH AND TOUCH-UP AS REQUIRED ALL EXISTING WALLS, FLOORING, AND CEILING FINISHES IN THE COLLOCATOR AREAS 3. CONTRACTOR SHALL VERIFY THE EXACT NUMBER AND LOCATION OF FLOOR AND WALL Ccx. U ka V CABLE HOLES, NEEDED, WHERE APPLICABLE, TO COMPLETE CONSTRUCTION. A WOVEN WIRE PARTITIONS SPECIFICATION WIRE MESH PARTITIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes modular woven wire partition systems. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of product specified, consisting of manufacturer's specification, technical data, and installation instructions. C. Shop Drawings showing fabrication and installation of wire mesh partitions, in plans, elevations, and large-scale details showing anchorage and accessory items. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Engage a firm experience in manufacturing wire mesh partitions similar to those indicated for this Project and that have a record of successful in-service performance, 1.5 PROJECT CONDITIONS A. Field Measurements: Check actual locations for wire mesh products by accurate field measurements before fabrication and show recorded measurement on Shop Drawings. Coordinate fabrication and delivery schedules with construction progress to avoid delaying the Work. 1. Where field measurements cannot be made without delaying the Work, guarantee location dimensions and proceed with fabricating wire mesh products without field measurements. Coordinate wall, column, floor, and ceiling construction to ensure that actual location dimensions correspond to guaranteed dimensions. PART 2 - PRODUCTS 2.1 MANUFACTURER A. Product/Manufacturer: Subject to compliance with requirements, provide Style 840 Woven Wire Partitions by the following manufacturer: Wire Crafters, Inc. 6208 Strawberry Lane Louisville, KY 40214-2900 800/626-1816 502/361-3857 Fax www.wirecrafters.corn B. Approved Equals: Manufacturers offering a wire mesh partition system that is equivalent to the system specified shall request approval by the Architect prior to bidding. Submit complete specification, technical data, large-scale details, installation instruction, and other product data as necessary to allow Architect to make a complete evaluation. 2.2 PANELS A. Construct panels of 10 gage (0.135) steel wire, woven into 2"x1" rectangular mesh and securely welded to a 1-1/4"x 1-1/4% 1/8"steel angle frame. Frames shall have 7/8" x 7/16" slotted holes for mounting to posts and adjacent panels. Panels four to seven feet wide shall have one 1/4" x 3/4" stiffener welded to the frame. Wider panels shall have two stiffeners. 2.3 POSTS A. Fabricate posts of 2" x 2" x 14 gage (0.083) steel tubing. Weld a 2" x 7" x %" steel flat base plate to each, with two 7/16" round holes for floor anchoring. Tack weld a decorative cap to the top. Drill posts with /z" holes to accept hardware for mounting panels and doors. Set hole spacing to leave a 3-1/4" sweep space below bottom panels. Posts shall have a 2" projection above the panels. 2.4 DOORS A. Construct doors of 10 gage (0.135) steel wire, woven into 2" x 1" rectangular mesh and securely welded to a 1-1/4" x 1-1/4" x3/16" steel angle frame. Securely weld 1/4% 3/4" steel flat stiffeners, two horizontal and one vertical, to the frame behind the mesh. Supply two gate posts and three 4" x 4" x 10 gage tight -pin hinges with each door. 1. Door Hardware: (at Collocator Enclosures) a. Outside Face of Door: Provide Standard Front (SF-1 Key Lock. Furnish with Best Cylinder less core. Also, weld a pull handle meeting ADA requirements on the exterior side of the door. b. Inside Face of Door: Provide (SB-4) Lever Handle on the interior. 2.5 HARDWARE A. Supply all erection hardware. Panel mounting hardware shall consist of 3/8" standard thread grade plated fasteners. Floor anchors shall be 3/8" wedge type. 2.6 FINISH A. Nonplated parts shall receive one coat of gray acrylic enamel. Supply matching touch-up paint to installer. PART 3 - EXECUTION 3.1 INSTALLATION A. Erect partitions plumb, rigid, properly aligned, and securely fastened in place, complying with Drawings and manufacturer's recommendations. B. Provide additional field bracing as shown or necessary for rigid, secure installation. Installer to provide additional shims, clips and bracing as required. 3.2 ADJUSTING AND CLEANING A. Adjust moving components for smooth operation without binding. B. Touch up damaged finish after completing installation using field -applied paint to match color of shop -applied finish. END OF SECTION 10605 WOVEN WIRE PARTITIONS DESIGN NOTES WIRE CRAFTERS STYLE 840 WOVEN WIRE PARTITIONS 1. Woven wire partition is based on Style 840 as manufactured by Wire Crafters, Inc., Louisville, KY, 800/626-1816, wwwwirecrafters.com, 2. Panels are stacked horizontally between the posts. They are not interlude upright. 3. Stock panels are available in heights of 4' or 5', and widths of 1' to 10' in 1' increments. Use of stock panels will allow quick shipment. 4. Wire Crafters has agreed to fabricate a large number of custom 1'-10" wide x 4'-0" high panels for BellSouth, These panels will allow easy reconfiguration of Collocator spaces into smaller areas, each with its own door; refer to the standard details for prototype layouts. Wire Crafters will maintain a stock of these special -width panels for quick shipment. 5. Stock posts are 2" x 2" square, and are available in heights of 8'-5-1/4", 10'-5-1/4"and 12'-5-1/4". 6. Standard hole layout allows for a 3-1/4" sweep space below bottom panel. 7. Posts project 2" above top of wall panels. 8. Standard post baseplate is 2" x 7" with holes for 2 anchors. 9. Standard finish is one coat of gray acrylic enamel on all nonplated parts. 10. Systems are supplied with all erection hardware needed. 11. Doors into collocators' spaces should typically have a Standard Front (SF-1) Key Lock on the exterior, and a (SB-4) Lever Handle on the interior. Lock should be supplied with a Best Cylinder less core. Wire Crafters has agreed to exterior side of doors supplied on BellSouth projects, for ADA compliance. CONSULT PRJ. NO. I SEAL SUB -CONSULT PRJ. NO 12023J BST PRJ. NO. 84001 CONSULTANT PARSONS 4701 Hedgemore Drive Charlotte, NC 28209 704-529-6246 SUB -CONSULTANT VOA ASSOCIATES, 1722 Hendricks Avenue Jacksonville, FL 32207 904-398-8844 SUB -CONSULTANT BOLDEN ENGINEERS, INC. 3066 Highway 29 South Lawrenceville, GA 30044 770-297-0413 I NO. I DATE I DESCRIPTION I APPROVAL PROJECT TITLE ®R O Collocation Ca Sanford Main 501 W. 9th Street Sanford, Florida 32771 KEY PLAN DATE 06/02/00 DRAWN BY M M CHECKED BY M S APPROVED BY MT NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION RECORD DRAWING El . AS -BUILT DRAWING El DATABASE DRAWING TITLE SECOND FLOOR KEY PLAN, DEMOLITION PLAN, SPECIFICATIONS & NOTES GLC NO. DRAWING NO. 33340 Al .1 SHEET 02 OF02 X �� _ n = .. _ �, .. __ ;: -� '� '� i �� i .. � __