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1633 WP Ball Blvd (int remodel) (a) (2)
C\CITY OF SANFORD PE11111 ' APPL.ICATION J c. L ;_ Ile rnrit # :0 ~ L Date: Job A(ldress: oa)t1j, R-)) N) , A r, 1 Description of Work: Ilistoric District: Zoning: Value ofWork: $ Permit "Type: Building�— Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Llectrical: New Service —# of AMPS Addition/Alteration Change of Service Temporary Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale, Required) Plumbing/ NeNv Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential or Commercial _ Occupancy "Type: Residential Commercial Y- Industrial Total Squarc Footage: 4St-lot Construction Type: _� # of Stories # of Dwelling Units: Flood Zone: (FE:NIA form required for other than N) G3 Z- �Ok ^ 30 - SCA l7 bC�p ' 00 -bo Parcel #: , -` -"30� + bb30 `� f70Db (Attach Proof of Ownership & Legal Description) On'ners Name & Address: Na p S`Gml (Y)NMt-, "LIGE U -C_ r i D Yb Vis e rn6 R rtuDGE 2D, VAJD(, 21,001 SCF, 150 , P4USV.>F_(1L1 M act"Plo I'hnnc:- -10— f24S- hStAn Contractor Name & Address: jWI, lq j�1 f{(,P�C.11►��1� I,�IN1�� 1`� W 1. 1'-'I^L> i 1 -1W 3o O ? State License Number: Phone &Fax:71a'�J - 0 1� Z 4l� Contact Person: n AJ14D I HONAAS vhone: 71lD- 5ZZ-C lb ponding Company: N�A Address. Mortgage Lender: /J Address {� q� Architect//Engincerr: �PtNIW VS PAV_TNkQSKk9 Phone: 7n 0' I'"11- b, b Address: `��.i�a1R+�cLpAcn4�.Ihf�lr *Aj �CQrAYlA+V1 IC - t73Zcd Fax:�']0-�°I`1- 131y Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be pertle, 1. �jY st r ardsof�l4la s ��gjd�hit ccln` trclgi � in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WOR ,11�L IBG, I Sj WLj�$�1' Qf�SFUK .ASIS, ,ILERS, I IBA"1'GRS,'I'ANI�S, and AIR CONDITIONERS, etc. . *rt/ }� jj 1 Al OWNER'S AFFIDAVIT: I certify that all ofthe toregomg infunnalion is accurate and that all v%urk will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNq..- YOUR FAILURE "TO RECORD A NOTICE OF CO[ANI[L- CENIEN"I' MAY RESULT IN YOUR PAYING 'TW'ICE FOR IMPROVEMENTS TO YOUR PljQff I'Y. lF YQq-W.tE'Nq'W (&W FINANCING CONSULT Willi YOUR LENDEK OR AN ATTORNEY BEFORE RECORDING YOUR14, lal It (�F COMMS QENl.EN T. NOTICE:. In addition to the requirements of thii'ijj't W here may be additional restrictions a licable to tlii troperty that may be found in the public records or R f S+�kJ t ti - tt 4 this county, and there may be additional pennts F c aired frurn "tfi r oL rn t ntal nt i tis ch as watdr rnflnaaement districts, state agencies, or federal agencies. Acceptance of pe mit is verification that 1 will n¢tthplowner f` l 0r(,�c lit tt et ufre nr t �f f Ivnda C ien Law, FS 713. vt/l� / / /'v ��.�� c�ti�_,•l l/. _. ��Ll.�.a6�1.1._.ttll �ii.i�-�..�C/_. fure df Owner/Agent Date Signature of Contractor/Agent Date Qwner/Agent's N to Print Contractor/Agent's Name trV ,t, ;4fk"kr�S�k Rf,l=�orl�q Date Si;nature of Notary -State of Flvrida Date Ir,,, v.1 LPllVVGrio Ory blic,'Cobb Counlyi Georgia Piny omrrlmsion Expires January 27, 21)07 Owner/Agent is /_ Personally known to Me or Contractor/Agent is Personally Knvvvn to Nie or Produced IU Produced ID APPLICATION APPROVED BY; Bid'.' r=��� 36 `� Zoning: �'` L 1?' 0�4 Utilities: i(.1J 6 FD ti _ 1 1. r� ?., (Im ial & Date) (Initial & Date) (Initial , Dale) (lgih5l & Date) Special Conditions: _V Win- J Ti I I - mm tal, OWNER: NORTH AMERICAN PROPERTIES CITY OF SANFORD '1080 HOLCOMB BRIDGE ROAD LOCATION: BLDG. 200 SUITE 150 2001 EDITION ROSWELL, GA 30075 ARCHITECT: PHILLIPS PARTNERSHIP PROJECT ADDRESS: 9000 CENTRAL PARK WEST JOEL MABRY SUITE 400 MONIQUE LACASSE ATLANTA, GA 30328 CIVIL: KIMLEY-HORN ASSOCIATES AX: (770) 643-9540 3660 MAGUIRE BLVD. 1633 W.P. BALL BOULEBARD SUITE 200 YOUNG CONTRACTING COMPANY ORLANDO, FL 32803 STRUCTURAL: HAINES GIPSON & ASSOCIATES TEL: (770) 522-9270 1550 NORTH BROWN ROAD BUILDING 400 SUITE 100 -EL: (770) 394-1616 TUCKER, GA 30043 MECHANICAL/ JORDAN & SKALA PLUMBING: 5365 OAKBROOK PARKWAY JEFF BRITTAIN NORCROSS, GA 30093 MEWFMI S. W gmank aim Elk ELECTRICAL: LOCATION: l CITY OF SANFORD APPLICABLE CODES: LOCATION: SEMINOLE 6"4§� YS)k W[%:6 2001 EDITION NORCROSS, GA 30093 SEMINOLE COUNTY, FLORIDA JEFF PAPE PROJECT ADDRESS: DAVID FLOYD JOEL MABRY PROJECT ADDRESS: MONIQUE LACASSE 'EL: (770) 643-6566 SUITE C-101 TEL: (404) 705-9411 AX: (770) 643-9540 ATLANTA, GA 30342 1633 W.P. BALL BOULEBARD GENERAL YOUNG CONTRACTING COMPANY SANFORD, FLORIDA 32771 ROB FRENCH 8215 ROSWELL ROAD TEL: (770) 522-9270 DWIGHT BAILEY BUILDING 400 FAX: (770) 522-9273 -EL: (770) 394-1616 ATLANTA, GA 30350 OCCUPANT SEPARATION: AX: (770) 394-1314 CITY OF SANFORD DON FLORIAN JEFF BRITTAIN 300 N. PARK AVENUE EXITS PROVIDED: FEL: (407) 898-1511 SANFORD, FL 32772 TEL: (407) 330-5657 -AX: (407) 898-4791 75'-0" RANDY GIPSON -EL: (770) 491-7550 'AX: (770) 491-7750 LYNN WITCHER SITE ZONING: PD JEREMY WAITS BUILDING SET BACKS: FRONT: 25'-0" -EL: (770) 447-5547 REAR: 20'-0" AX: (770) 448-0262 SIDE: 10'-0" ELECTRICAL: JORDAN & SKALA TONY OWEN APPLICABLE CODES: 5365 OAKBROOK PARKWAY TEL: (770) 447-5547 2001 EDITION NORCROSS, GA 30093 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE MECHANICAL VOLUME (IMV) SUITE C-101 TEL: (404) 705-9411 ATLANTA, GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 ALLOWABLE HEIGHT: BUILDING 400 FAX: (770) 522-9273 ALLOWABLE AREA: ATLANTA, GA 30350 OCCUPANT SEPARATION: BUILDING CITY OF SANFORD DON FLORIAN DEPARTMENT: 300 N. PARK AVENUE EXITS PROVIDED: 2 HOUR SANFORD, FL 32772 TEL: (407) 330-5657 OMA FIRE SANFORD FIRE DEPARTMENT TIM ROBLES DEPARTMENT: FIRE PREVENTION DIVISION P.O. BOX 1788 TEL: (407) 302-2520 SANFORD, FL 32771 FAX: (407) 302-2526 SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX WIND SPEED: 110 MPH SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS APPLICABLE CODES: A-0.1 FLORIDA BUILDING CODE (FBC) 2001 EDITION LIFE SAFETY CODE (NFPA 101) 2000 EDITION NATIONAL ELECTRIC CODE (NEC) 2002 EDITION FLORIDA BUILDING CODE - GAS VOLUME (IGV) 2000 EDITION FLORIDA BUILDING CODE - MECHANICAL VOLUME (IMV) 2000 EDITION FLORIDA BUILDING CODE - PLUMBING VOLUME (IPV) 2000 EDITION OCCUPANCY CLASSIFICATION: MERCANTILE TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED SPRINKLERED ALLOWABLE HEIGHT: 2 STORIES - 55' ACTUAL HEIGHT: ONE STORY - VARIES (35'-0" MAX.) ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) OCCUPANT SEPARATION: N/A TENANT SEPARATION: 1 HOUR EXITS REQUIRED: 2 HOUR EXITS PROVIDED: 2 HOUR TRAVEL DISTANCE: SPRINKLERED: 75'-0" MAX. VICINITY J yh Saint Johns River / ASCCIY'Fdr r.. Ut 2+004 fvlaoOuastcorn.Ino.: 020114 NORTH 11.0 FACE OF STRUCTURE CENTERLINE OF COLUMN 24 NOTE TAG REFERENCING GENERAL NOTES ON PLANS DOOR NUMBER, SEE DOOR SCHEDULE 3 ELEVATION MARK A-4.1 4 �_2 --� 1 ENLARGED PLAN I DETAIL MARK 1 SECTION MARK A-5.4 'SIM' - SIMILAR 'OH'- OPPOSITE HAND %fj"" E N E RA L NOTES 1 . GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY LOCATION AND ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF APPLICABLE) AND ARCHITECT. 2, THE GENERAL CONTRACTOR SHALL OBTAIN PERMITS, APPROVALS, INSPECTIONS, CERTIFICATE FOR COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS REQUIRED. 3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT PERSONNEL. 4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER, LIGHT, AND TELEPHONE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. GENERAL CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE COIVIPLETION OF WORK OR AS REQUIRED. 5. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS INCLUDING ALL REVISIONS AND ADDENDA. 6. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK IN A NEAT AND PROFESSIONAL MANNER. USE AREA (S.F.) SQ. FT. PER OCCUPANT PERSON, LOAD TOTAL OCCUPANCY 1,549 30 52 UNITS OF EGRESS REQUIRED (0.20"x52) 10.4 IN. (321N. MIN.) MEANS OF EGRESS AT FRONT (PROVIDED) 34 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 34 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 68 INCHES .k:2. ,. :�'o.E53..nrl�v:!SLs'•-�`_ �'-4 INDEX ARCHITECTURAL A-0.1 COVER SHEET A-1.1 FLOOR PLAN, DETAILS, & SPECS MECHANICAL M-11.1 WHITE BOX FLOOR PLAN MECHANICAL PLUMBING P-1.1 WHITE BOX FLOOR PLAN PLUMBING ELECTRICAL E-1.1 WHITE BOX FLOOR PLAN ELECTRICAL R I EVIEWED _.i I I3 of �G Sanford Fire Prov _ntI Div.jr �e Date: %/ 00 2 - REVISION # 38 SUMMARY A. SHEET ADDED RF RE?; K J I Z A DEF H C ANCHQR DIEED CONSULTANT SEAL REVISIONS # DATE DESCRIPTION A 10/18/04 SHOPS WHITE BOX This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for uac with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT STANDARD WHITE BOX SHOP �w 33 626- I.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA '1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE_ COVER SKEET SHEET NUMBER MIL AML 38 AAFIL . J Y h > Pik 1 WHITE SOX FLOOR PLAN A-1.1 SCALE: 1/8'=1'-0" NORTH (3 2 REFLECTED CEILING PLAN A 1.1 SCALE: EXHAUST FAN VENTED TO EXTERIOR WALL T-0" I RA BAR � 1 0 TOILET PAPER DISPENSER 3 RESTROOM ELEV. - SIDEWALL A 1.1 SCALE: 1/4"=1'-0" NOTE: DIAAENS W ARE TO WALL FINISH U.N.O. HELVETICA MEDIUI WHITE VINYL ADH LETTERS 4" HIGH NOTE: EACH DOOR SHALL BE LABELED WITH RESPECTIVE SHOP NUMBERS (TYP. AT ALL REAR DOORS.) 36" GRAB BAR - NORTH C) 2'X 4' ACOUSTICAL LAY -IN CEILING 18"W x 30'H (2/cs) MIRROR CENTERED ABOVE LAVATORY -STAINLESS STEEL FRAME cN t>a m YL) Y co '� Y o u CN g C-4 a / 12" X 12" ACCESS 1' 3" LAVATORY PANEL CLEARANCE � RESTROOM ELEV. - PLUMBING WALL SCALE: 1/4"=V-0" 18"W x 30"H (2/cs) MIRROR CENTERED ABOVE LAVATORY - STAINLESS STEEL FRAME - 2'X 4' ACOUSTICAL LAY -IN XXX CEILING N � � L- 4" VINYL 1' 6" BASE 5 RESTROOM ELEV. - SIDEWALL A 1.1 SCALE: 114"=1'-0" CLOF DOO 1625 11 3'-0" T-6" I $1 -OPE 10 TYP. CEILING PROFILE A 1 1 SCALE: N.T.S. 7 REAR DOOR DETAIL FRONT DOOR DETAIL rqNOT USED A 1,1 SCALE: 1/4"=1'-0" A 1.1 SCALE: 114"=1'-0" ll A-1.1 SCALE: 1/4"=1'-0" M1 v T-12" / 3.,3,-0" 6-2" - LAVATORY W/ 18" x 36" WALL HUNG MIRROR, TYP RESTROOM NOTES: GRAB BARS TO MEET ADA AND HANICAP CODES DRINKING FOUNTAIN - SEE PLUMBING DRAWINGS REFER TO DOOR SCHEDULE FOR TYPICAL DOOR & HARDWARE, SHEET RA -7.1 6 ENLARGED RESTROOM PLAN A 1.1 SCALE: 114"=1'-0" 1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL COMPLY WITH LOCAL HANDICAP CODES AND ADA. 2. USE SAME LAVATORY SPACING & TOILET SPACING FOR RESTROOMS WITH DIFFERENT CONFIGURATIONS. 3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS. 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF 12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK WHERE REQUIRED. NOTE: DIMENSIONS ARE TO FACE OF STUD U.N.O. PROVIDE PAPER HOLDER & MIRROR FOR EACH TOILET ROOM WALL TYPES B1 3-518", 25 GAUGE DRY WALL METAL STUDS AT 16"o.c. TO 6" ABOVE CLG, WITH 1 LAYER OF 5/8" GYP. BD. EACH SIDE, MOISTURE RESISTANT AT TOILET INTERIOR ONLY. B2 1" METAL FURRING CHANNELS @ 24" O.C. W/ 1" RIGID INSULATION (R-5 MIN) AND 1/2" GYP. BOARD OVER TILT -UP PANEL. 63 6',25 GAUGE METAL STUDS @ 16" O.C. WITH BATT INSULATION (R-11 MIN) AND (2) LAYERS OF 5/8" TYPE W GYP BOARD @ THE INTERIOR FACE. R1 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 3 5/8",18 GAUGE DRY WALL METAL STUDS @ 16" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE 'X' (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465, ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE R2 AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS @ 12" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465, R3 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 6", 25 GAUGE DRY WALL METAL STUDS AT 16" O.0 WITH BATT INSULATION AND 5/8", TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. R3 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE AND CONSTRUCT WITH 6',25 GAUGE DRY WALL METAL STUDS AT WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE 'X' (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK R4 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE AND CONSTRUCT WITH 3 5/8",18 GAUGE DRY WALL METAL STUDS AT 16" O.C. WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE 'X' (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK FINISH SCHEDULE DOOR SCHEDULE KEY MATERIAL MANUFACTURER SPECIFICATIONS DOOR W-1 GYPSUM BOARD - TAPED, FLOATED, SANDED AND READY FOR PAINT 2 U-2 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT G.C. SIZE (W x H x T) MATERIAL MATERIAL TOREDSH- MARK c c. O WN L.K. CCA UNSEALEDCONCPUE - BROOM CLEAN IF NEW IS REQUIRED, PROVIDE: � g - - - TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. 1 �� MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. / STORE FRONT (SHELL SCOPE) 2 ACT -1 CEILING TILEIGRID ARMSTRONG MINA BOARD CORTEGA2x4CEILING TILE 17300SERIES: WHITE J_ GS -1 EXPOSED STRUCTURE NO FINISH ALUM. USED AT MAIN ENTRANCE ONLY. CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET NOTES: 1. ALL FLOORING IS TO BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN PROCEDURES. 2. ALL NEW AND OR EXISTING SURFACES SHALL BE PREPARED AS REQUIRED TO RECEIVE NEW FINISHES. 3. CONTRACTOR TO PROVIDE TRANSITION STRIPS AT ALL CHANGES BETWEEN DIFFERENT FLOOR TYPES. 4. CONTRACTOR TO INSTALL ONLY'CUT' ACT. ALL OTHER ACT TO BE SUPPLIED AND STORED IN SPACE FOR INSTALLATION BY TENANT. CONTRACTOR SHALL SUBMIT SAMPLES TO ARCHITECT AND RECEIVE WRITTEN APPROVAL BEFORE INSTALLATION. DOOR SCHEDULE HARDWARE SCHEDULE PROVIDED BY INS TALL DOOR FRAME REMARKS DESCRIPTION PROVIDED BY INSTALL G.C. SIZE (W x H x T) MATERIAL MATERIAL TOREDSH- MARK c c. O WN L.K. G.C. ✓ IF NEW IS REQUIRED, PROVIDE: � � 3'-0" X 7'-0" TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. 1 �� MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. / STORE FRONT (SHELL SCOPE) 2 / / (2) T-0" X T-0" TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET STOREFRONT MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. (SHELL SCOPE) 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. 3'-0"x T-0" HOLLOW CORE WOOD TO BE USED AT RESTROOM AND 0/ v/ v/ INTERIOR, LOCKSET W/ ADA LEVER WOOD PAINTED OFFICE. 3'-0" X 7'-0" HOLLOW CORE METAL TO BE HOLLOW METAL ALUM. USED AT BACK OF THE STORE ONLY. PAINTED TO BE PAINTED (SHELL SCOPE) HARDWARE SCHEDULE WHITE BOX CONSTRUCTION CRITERIA (SUBJECT TO MINOR REVISION, PLEASE REFER TO LANDLORD'S DRAWINGS) SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB A) 4" - 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER TURN DOWN SLAB AT FRONT WALL UNFILLED EXPANSION CONTROL JOINTS UNSEALED, EXPOSED CONCRETE (BROOM CLEAN) LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED 2. CONCRETE SIDEWALK A) 4" - 3,000 PSI CONCRETE NO WIRE MESH TOOLED JOINTS WITH 2" TROWEL 3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES. 4. STOREFRONT B) ONE SINGLE DOOR UNLESS NOTED OTHERWISE ON THE LANDLORD'S DRAWINGS) BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE LANDLORD'S DRAWINGS) 9'- 0" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, OR AS NOTED DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS) STOREFRONT DOOR WITH STANDARD HARDWARE AND CLOSURE. LOCK CYLINDER TO BE KEYABLE TO REAR DOOR. KEYED FOR MASTER KEY TO FRONT AND REAR DOOR 5. REAR DOORS C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS. TX 7' H.M. DOOR AND FRAME, DRIP AND WEATHER-STRIP STANDARD HARDWARE (PER LOCAL CODE) WITH CLOSER. LOCK CYLINDER TO BE KEYABLE TO STOREFRONT DOOR. KEYED FOR MASTER KEYING (FRONT AND REAR DOOR) PAINT ON BOTH SIDES OF THE DOOR 6. FRONT WALL ABOVE THE STOREFRONT. D) TAPED AND PAINT READY TO 12'-6" AFF E) INSULATED WITH 3-1/2" BA'I`T INSULATION.E ROOFING SHEET METAL 1. 45 MIL TPO SINGLE -PLY, WITH 60 MIL VERTICAL FLASHING AND R-15 RIGID INSULATION, OR PER CODE. 2. GUTTER AND DOWNSPOUTS - FIELD PAINTED, GALVANIZED (UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS). PLUMBING/FIRE PROTECTION 1. SANITARY SEWER LATERALS STUBBED AND CAPPED 5" AFF INSIDE THE SPACE (NO VENT). 2. DOMESTIC WATER LINE STUBBED INTO EACH SPACE (OVERHEAD). 3, FIRE PROTECTION F) SPRINKLER SYSTEM, COMPLETE PER CODE AND NFPA REQUIREMENTS FOR "SHELL". G) SPRINKLER HEADS TURNED TO AN UPRIGHT POSITION H) FIRE RISERS WILL BE PROVIDED AT A LOCATION WITHIN ONE SPACE FOR EACH BUILDING. 1) SPRINKLER DESIGN/DISTRIBUTION TO BE COMPLETED BY THE SPRINKLER SUBCONTRACTOR, SUPPLY LINES SHOULD BE LOCATED WITHIN THE STRUCTURAL JOISTS, EXCEPT AREAS WHERE THE STRUCTURAL DESIGN CAN NOT ACCOMMODATE THE SPRINKLER LINES. SPRINKLER SYSTEM DISTRIBUTION LINES TO BE INSTALLED AT 13'-0" A.F.F. OR ABOVE. HVAC 1. ROOFTOP, GAS-FIRED UNITS WITH CURBS APPROXIMATELY 1 -TON PER 350 SF (MAXIMUM SIZE PER UNIT - 625 -TONS). CONTROL WIRING DROPPED INTO THE SPACE. 2. GAS LINES ARE TO BE INSTALLED OUTSIDE OF THE SHOPS, THE LINES WILL BE SIZED TO SERVICE THE RTU UNITS, ONLY. THE LINES WILL BE INSTALLED FROM THE GAS METER LOCATION TO THE RTU UNITS (S). THE GAS LINES ARE NOT EXTENDED INTO THE SPACE OR SIZED TO ACCOMMODATE TENANT ITEMS. ELECTRICAL 1. CONDUIT FROM Q,!SCONNECT FOR ELECTRICAL SERVICE, STUBBED 6" ABOVE FINISH FLOOR (CAPPED), ADJACENT TO REAR DOOR, FOR FUTURE PANEL, LOCATION SIZED FOR 200 AMP SERVICE OR GREATER (SEE LANDLORD'S DRAWINGS). 2. CONDUIT & PULL STRING FROM ANTICIPATED PANEL LOCATION TO EXTERIOR MOUNTED J -BOX AT CANOPY FOR CANOPY SIGNAGE. 3. CONDUIT AND PULL STRING FROM ANTICIPATED PANEL LOCATION TO DISCONNECT MOUNTED ON THE RTU (S) FOR EACH SPACE. 4. 1" TELEPHONE CONDUIT WITH PULL -STRING FROM CABINET TO SPACE, STUBBED 6" ABOVE FINISHED FLOOR. MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD, FL WHITE BOX CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. DEMISING WALLS J) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED WITH 3-5/8",18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 6", 25 GAUGE METAL STUDS AT 16" O.G. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 2. REAR WALL A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W R-5 RIGID INSULATION AND 5/8" GYP. BOARD ON 1"Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF (FIRE TAPED TO DECK ABOVE). B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH MOISTURE RESISTANT GYPSUM BOARD ON 1"Z FURRING CHANNELS WITH MINIMUM R-11 RIGID INSULATION, PAINT READY TO 8"6" AFF, 3. ACOUSTICAL CEILING A) 2'0"X4'0" STANDARD GRID SYSTEM, WITH 5/8" NON -DIRECTIONAL FISSURED, FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-0" AFF AT RESTROOM. B) LANDLORD TO INSTALL "CUT" CEILING TILES ONLY, ALL FULL 2X4 CEILING TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION. 4. TOILET ROOMS A) TO" X TO" PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH LEVER HANDLE HARDWARE (PRIMER PAINT). B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED. C) WALL HUNG 18"X36" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE LAVATORY. D) ONE TOILET PAPER HOLDER MOUNTED 1'5" TO 17" AFF PCR TOILET. E) GRAB BARS PER CODE. F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF REQUIRED PER CODE. G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S DRAWINGS. H) TANK -TYPE HANDICAP ACCESSIBLE WATER CLOSETS. 1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE STRAINER AND INSULATED PIPE GUARDS. J) ONE EXHAUST FAN, PER RESTROOM. K) ONE LIGHT SWITCH PER RESTROOM. L) ONE WALL MOUNTED FLUORESCENT FIXTURE. NOTE: ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS SHOWN ON THE FLOOR PLANS FOR YOUR SPACE. PLUMBING/FIRE PROTECTION 1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED IN LANDLORD'S DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.) 2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE. 3. 10 GAL, ELECTRIC WATER HEATER. HVAC 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S). A) NON -DIRECTIONAL DIFFUSERS B) ONE RETURN AIR GRILL, PER RTU C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK DISTRIBUTION. 2. PROVIDE A STANDARD HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN RETAIL SPACE. ELECTRICAL 1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE. K) 0- 9993F 100 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE L) 1,000 - 3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE M) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE N) 6,000 - 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE NOTE: WIRE MAYBE COPPER OR ALUMINUM 2. OUTLETS WALL MOUNTED DUPLEX OUTLETS AT 20'0" O.C. ALONG SIDE WALLS, 15" 1'3" AFF ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD. ONE (1) GFI OUTLET IN EACH RESTROOM. 3. LIGHTING A) ONE (1) 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1) FIXTURE, PER 96 SF FOR 80% FOR THE SPACE AND ONE (1) FIXTURE PER 200 SF FOR THE REMAINING 20% OF THE SPACE. B) ONE (1) 24" FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6" ABOVE THE VANITY MIRROR IN EACH RESTROOM. C) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH). D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM. 3. TELEPHONE PROVIDE'/4' X 2'0" X 2'0" F.R.T. PLYWOOD BACKBOARD ON REAR WALL, AT TELEPHONE CONDUIT LOCATION. REVISION # 38 SUMMARY A. SHEET ADDED rm"" H I L L I P S mmi-1-00- ft. P A RT N E R S H I P Architecture - Interior Design - Planning PI -e 770.394.1616 Fix 770.394.1314 K J I FA L B C D E F- C H C ANCHOR 8 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 10/18/04 SHOPS WHITE BOX This document is ® Phillips Partnership. PC and Is considered an Instrument of Service and is sally for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without tho prior written consent of Phillips Partnership. PC - TENANT Oil 601iilll, It 0It BOX SHOP 1625 W.P. BALL BOULEVARD 111111 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA '1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY ALE/DEE3 DRAWING TITLE FLOOR PLAN, DETAILS, & SPECS SHEET NUMBER 38 A'� Aml m 1 e PROVIDED BY INS TALL MARKOWNR BY . DESCRIPTION L.K G.C. ENTRY LOCK. REKEY AS REQUIRED BY TENANT. O ✓ ✓ ✓ IF NEW IS REQUIRED, PROVIDE: CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. / ENTRY LOCK. REKEY AS REQUIRED BY TENANT. 2 / / IF NEW IS REQUIRED, PROVIDE: CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT 0/ V/ V/ INTERIOR, LOCKSET W/ ADA LEVER WHITE BOX CONSTRUCTION CRITERIA (SUBJECT TO MINOR REVISION, PLEASE REFER TO LANDLORD'S DRAWINGS) SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB A) 4" - 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER TURN DOWN SLAB AT FRONT WALL UNFILLED EXPANSION CONTROL JOINTS UNSEALED, EXPOSED CONCRETE (BROOM CLEAN) LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED 2. CONCRETE SIDEWALK A) 4" - 3,000 PSI CONCRETE NO WIRE MESH TOOLED JOINTS WITH 2" TROWEL 3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES. 4. STOREFRONT B) ONE SINGLE DOOR UNLESS NOTED OTHERWISE ON THE LANDLORD'S DRAWINGS) BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE LANDLORD'S DRAWINGS) 9'- 0" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, OR AS NOTED DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS) STOREFRONT DOOR WITH STANDARD HARDWARE AND CLOSURE. LOCK CYLINDER TO BE KEYABLE TO REAR DOOR. KEYED FOR MASTER KEY TO FRONT AND REAR DOOR 5. REAR DOORS C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS. TX 7' H.M. DOOR AND FRAME, DRIP AND WEATHER-STRIP STANDARD HARDWARE (PER LOCAL CODE) WITH CLOSER. LOCK CYLINDER TO BE KEYABLE TO STOREFRONT DOOR. KEYED FOR MASTER KEYING (FRONT AND REAR DOOR) PAINT ON BOTH SIDES OF THE DOOR 6. FRONT WALL ABOVE THE STOREFRONT. D) TAPED AND PAINT READY TO 12'-6" AFF E) INSULATED WITH 3-1/2" BA'I`T INSULATION.E ROOFING SHEET METAL 1. 45 MIL TPO SINGLE -PLY, WITH 60 MIL VERTICAL FLASHING AND R-15 RIGID INSULATION, OR PER CODE. 2. GUTTER AND DOWNSPOUTS - FIELD PAINTED, GALVANIZED (UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS). PLUMBING/FIRE PROTECTION 1. SANITARY SEWER LATERALS STUBBED AND CAPPED 5" AFF INSIDE THE SPACE (NO VENT). 2. DOMESTIC WATER LINE STUBBED INTO EACH SPACE (OVERHEAD). 3, FIRE PROTECTION F) SPRINKLER SYSTEM, COMPLETE PER CODE AND NFPA REQUIREMENTS FOR "SHELL". G) SPRINKLER HEADS TURNED TO AN UPRIGHT POSITION H) FIRE RISERS WILL BE PROVIDED AT A LOCATION WITHIN ONE SPACE FOR EACH BUILDING. 1) SPRINKLER DESIGN/DISTRIBUTION TO BE COMPLETED BY THE SPRINKLER SUBCONTRACTOR, SUPPLY LINES SHOULD BE LOCATED WITHIN THE STRUCTURAL JOISTS, EXCEPT AREAS WHERE THE STRUCTURAL DESIGN CAN NOT ACCOMMODATE THE SPRINKLER LINES. SPRINKLER SYSTEM DISTRIBUTION LINES TO BE INSTALLED AT 13'-0" A.F.F. OR ABOVE. HVAC 1. ROOFTOP, GAS-FIRED UNITS WITH CURBS APPROXIMATELY 1 -TON PER 350 SF (MAXIMUM SIZE PER UNIT - 625 -TONS). CONTROL WIRING DROPPED INTO THE SPACE. 2. GAS LINES ARE TO BE INSTALLED OUTSIDE OF THE SHOPS, THE LINES WILL BE SIZED TO SERVICE THE RTU UNITS, ONLY. THE LINES WILL BE INSTALLED FROM THE GAS METER LOCATION TO THE RTU UNITS (S). THE GAS LINES ARE NOT EXTENDED INTO THE SPACE OR SIZED TO ACCOMMODATE TENANT ITEMS. ELECTRICAL 1. CONDUIT FROM Q,!SCONNECT FOR ELECTRICAL SERVICE, STUBBED 6" ABOVE FINISH FLOOR (CAPPED), ADJACENT TO REAR DOOR, FOR FUTURE PANEL, LOCATION SIZED FOR 200 AMP SERVICE OR GREATER (SEE LANDLORD'S DRAWINGS). 2. CONDUIT & PULL STRING FROM ANTICIPATED PANEL LOCATION TO EXTERIOR MOUNTED J -BOX AT CANOPY FOR CANOPY SIGNAGE. 3. CONDUIT AND PULL STRING FROM ANTICIPATED PANEL LOCATION TO DISCONNECT MOUNTED ON THE RTU (S) FOR EACH SPACE. 4. 1" TELEPHONE CONDUIT WITH PULL -STRING FROM CABINET TO SPACE, STUBBED 6" ABOVE FINISHED FLOOR. MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD, FL WHITE BOX CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. DEMISING WALLS J) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED WITH 3-5/8",18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 6", 25 GAUGE METAL STUDS AT 16" O.G. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 2. REAR WALL A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W R-5 RIGID INSULATION AND 5/8" GYP. BOARD ON 1"Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF (FIRE TAPED TO DECK ABOVE). B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH MOISTURE RESISTANT GYPSUM BOARD ON 1"Z FURRING CHANNELS WITH MINIMUM R-11 RIGID INSULATION, PAINT READY TO 8"6" AFF, 3. ACOUSTICAL CEILING A) 2'0"X4'0" STANDARD GRID SYSTEM, WITH 5/8" NON -DIRECTIONAL FISSURED, FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-0" AFF AT RESTROOM. B) LANDLORD TO INSTALL "CUT" CEILING TILES ONLY, ALL FULL 2X4 CEILING TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION. 4. TOILET ROOMS A) TO" X TO" PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH LEVER HANDLE HARDWARE (PRIMER PAINT). B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED. C) WALL HUNG 18"X36" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE LAVATORY. D) ONE TOILET PAPER HOLDER MOUNTED 1'5" TO 17" AFF PCR TOILET. E) GRAB BARS PER CODE. F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF REQUIRED PER CODE. G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S DRAWINGS. H) TANK -TYPE HANDICAP ACCESSIBLE WATER CLOSETS. 1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE STRAINER AND INSULATED PIPE GUARDS. J) ONE EXHAUST FAN, PER RESTROOM. K) ONE LIGHT SWITCH PER RESTROOM. L) ONE WALL MOUNTED FLUORESCENT FIXTURE. NOTE: ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS SHOWN ON THE FLOOR PLANS FOR YOUR SPACE. PLUMBING/FIRE PROTECTION 1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED IN LANDLORD'S DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.) 2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE. 3. 10 GAL, ELECTRIC WATER HEATER. HVAC 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S). A) NON -DIRECTIONAL DIFFUSERS B) ONE RETURN AIR GRILL, PER RTU C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK DISTRIBUTION. 2. PROVIDE A STANDARD HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN RETAIL SPACE. ELECTRICAL 1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE. K) 0- 9993F 100 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE L) 1,000 - 3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE M) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE N) 6,000 - 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE NOTE: WIRE MAYBE COPPER OR ALUMINUM 2. OUTLETS WALL MOUNTED DUPLEX OUTLETS AT 20'0" O.C. ALONG SIDE WALLS, 15" 1'3" AFF ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD. ONE (1) GFI OUTLET IN EACH RESTROOM. 3. LIGHTING A) ONE (1) 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1) FIXTURE, PER 96 SF FOR 80% FOR THE SPACE AND ONE (1) FIXTURE PER 200 SF FOR THE REMAINING 20% OF THE SPACE. B) ONE (1) 24" FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6" ABOVE THE VANITY MIRROR IN EACH RESTROOM. C) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH). D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM. 3. TELEPHONE PROVIDE'/4' X 2'0" X 2'0" F.R.T. PLYWOOD BACKBOARD ON REAR WALL, AT TELEPHONE CONDUIT LOCATION. REVISION # 38 SUMMARY A. SHEET ADDED rm"" H I L L I P S mmi-1-00- ft. P A RT N E R S H I P Architecture - Interior Design - Planning PI -e 770.394.1616 Fix 770.394.1314 K J I FA L B C D E F- C H C ANCHOR 8 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 10/18/04 SHOPS WHITE BOX This document is ® Phillips Partnership. PC and Is considered an Instrument of Service and is sally for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without tho prior written consent of Phillips Partnership. PC - TENANT Oil 601iilll, It 0It BOX SHOP 1625 W.P. BALL BOULEVARD 111111 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA '1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY ALE/DEE3 DRAWING TITLE FLOOR PLAN, DETAILS, & SPECS SHEET NUMBER 38 A'� Aml m 1 e ppq 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2000 FLORIDA BUILDING CODE (MECHANICAL), THE 2001 FLORIDA BUILDING CODE, THE 2000 FLORIDA ENERGY CODE, THE 2000 EDITIONS OF NFPA 90A & 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DUCTWORK SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT. 3. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON THE DRAWINGS. 4. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTACES SHOWN THEREIN. 5. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR NON-FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS AND ELECTRICAL DRAWINGS. 6. ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK, WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED ACCORDING TO CODE REQUIREMENTS. 7. UNLESS NOTED OTHERWISE, STARTERS, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 8. ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE AND ALL RECIRCULATING FAN SYSTEMS SERVING AREAS OF EGRESS SHALL BE INSTALLED WITH A SMOKE DETECTOR IN THE SUPPLY DUCTWORK. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN THE RETURN AIR PATH OF AIR DISTRIBUTION SYSTEMS UTILIZING A COMMON SUPPLY AND/OR RETURN AIR PLENUM WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM. THE SMOKE DETECTOR SHALL BE WIRED TO STOP -THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL, THE SMOKE DETECTOR SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR, MOUNTED IN THE DUCT BY THE MECHANICAL CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR. 9. INSTALL FIRE DAMPERS IN ALL RATED THROUGH WALLS, FLOOR AND CEILING PENETRATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OR RATED AREAS. PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. INSTALL SMOKE DAMPERS IN ALL DUCT PENETRATIONS THROUGH SMOKE RATED WALLS. WHERE DUCTS PENETRATE WALLS THAT CARRY BOTH FIRE AND SMOKE RATINGS, THE DAMPERS INSTALLED SHALL BE COMBINATION FIRE AND SMOKE DAMPERS. ALL DAMPERS SHALL BE U.L. 555 LABELED. 10. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 11, ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 12. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 10 YEAR MANUFACTURER'S WARRANTY. 13. COORDINATE EXACT LOCATION OF ROOFTOP AIR CONDITIONING UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 14. SUPPLY, RETURN AND O.A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AS RECOMMENDED IN SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS, LATEST EDITION. ALL JOINTS AND SEAMS IN ALL SHEEETMETAL DUCTWORK SHALL BE SEALED WITH DUCT SEALER. 15, SHEET METAL SUPPLY, RETURN, & O.A. DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS, 3/4 LB/FT3 DENSITY, DUCT INSULATION WITH FOIL VAPOR BARRIER, U.L• LISTED, R-6 MINIMUM. 16, EXHAUST DUCTWORK SHALL BE SHEET METAL AND SHALL NOT BE INSULATED UNLESS NOTED OTHERWISE. 17. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT TO STRUCTURE SHALL BE AS PER SMACNA STANDARDS. 18. EXPOSED ROUND DUCTWORK SHALL BE MEDIUM PRESSURE SPIRAL TYPE, UNITED MCGILL OR EQUAL. 19. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M -KE (U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT), R VALUE = 6.0 MINIMUM OR AS REQUIRED BY LOCAL ENERGY CODE. AIR CONNECTORS ARE NOT ACCEPTABLE, SIZE TO MATCH DEVICE NECK, PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO MAINTAIN A MAXIMUM FLEXIBLE DUCT LENGTH OF 4'0". FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN REQUIRED. 20. ROUND AND FLEXIBLE DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH SPIN?IN FITTINGS WITH SCOOP AND BALANCING DAMPER. 21. SHEET METAL DUCTWORK SHOWN AS BEING INTERNALLY LINED SHALL BE LINED WITH 1" THICK 3 LB./CU. FT. DENSITY DUCTLINER (MINIMUM R VALUE _ 4.0 OR AS REQUIRED BY APPLICABLE ENERGY CODE), CERTAIN -FEED "TOUGHGARD" OR EQUAL BY KNAUF OR JOHNS -MANVILLE, PRODUCTS BY OWENS-COf?NING ARE NOT ACCEPTABLE. LINE ALL DUCTWORK A MINIMUM OF 10'0" DOWNSTREAM OF ALL AIR HANDLING UNITS, FAN COIL UNITS AND TERMINAL UNITS. THE LEADING EDGE OF THE DUCT LINER SHALL HAVE SHEETMETAL NOSING. 22. PORTIONS OF DUCTWORK VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 23. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 24. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST ROOF DRAIN/GUTTER. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. CONDENSATE SHALL BE PUMPED AS REQUIRED. 25. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED TO DELIVER THE AIR QUANTITIES SHOWN ON THE DRAWINGS. TEST AND BALANCE REPORT SHALL BE PREPARED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHO IS A ME!4BER OF THE AABC OR NEBB. REPORT SHALL INCLUDE THE FOLLOWING TEMPERATURE READINGS, IN ADDITION TO AIR FLOWS: AIR LEAVING DIFFUSERS, AIR LEAVING HVAC UNIT, OUTSIDE AMBIENT AT TIME OF TEST, SUBMIT CERTIFIED TEST AND BALANCE REPORT TO OWNER/ARCHITECT FOR APPROVAL. 26. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. 27. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS, CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 28. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEM. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON "THE DRAWINGS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION OR ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS. 29. MOUNT THERMOSTATS AND/OR SENSORS 4'0" AFF UNLESS NOTED OTHERWISE. 30. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL ON AND ANCHORED TO MINIMUM 12" HIGH INSULATED ROOF CURBS. CONTRACTOR SHALL COORDINATE ROOF SLOPE AND ACTUAL CURB HEIGHTS WITH ARCHITECTURAL DRAWINGS. ALL REFERENCES TO ROOF HEIGHTS REFER TO HEIGHTS ABOVE FINISHED ROOF SURFACE. 31. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. AND ARCHITECTURAL REFLECTED CEILING PLAN. 32. ROOFTOP HVAC UNITS SHALL BE INSTALLED SUCH THAT ROOF DECK IS COMPLETE AND CONTINUOUS UNDER BOTTOMS OF HVAC UNITS, AND SHALL BE CUT ONLY FOR UNIT SUPPLY AND RETURN OPENINGS. SPACE BETWEEN ROOF DECK AND BOTTOM OF ROOFTOP HVAC UNITS (INSIDE OF ROOF CURBS) SHALL BE FILLED WITH HIGH DENSITY ACOUSTICAL INSULATION. 33. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH BAKELITE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON A BLACK BACKGROUND, NAMEPLATE SHALL SHOW TENANT AND/OR SUITE SERVED. TOTAL TRAP HEIGHT = X + H + 1.5 D WHERE: H = AT LEAST 1" PLUS CASING SP D = PIPE DIAMETER PIPE TO NEAREST ROOF GUTTER TOTAL TRAP HEIGHT CONDENSATE FROM ROOFTOP AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO DISCHARGE INTO THE NEAREST GUTTER/DOWNSPOUT - COORDINATE GUTTER LOCATIONS WITH ARCHITECTURAL ROOF PLAN. CONDENSATE DRAIN PIPING TO BE ROUTED ON ROOF, SUPPORTED ON BLOCKING AT MAXIMUM 8 FOOT CENTERS, AND SLOPED AT 1/8" PER FOOT MINIMUM. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. MULTIPLE UNITS MAY HAVE CONDENSATE PIPING MANIFOLDED INTO A COMMON PIPE 'TO DRAIN. UNLESS INDICATED OTHERWISE ON DRAWINGS, CONDENSATE DRAIN PIPING SHALL BE SIZED PER THE FOLLOWING CRITERIA: 3/4" FOR UP TO 2 TON CONNECTED COOLING LOAD; 1" FOR 2 THRU 5 TONS; 1-1/4" FOR 5 THRU 30 TONS; 1-1/2" FOR 30 THRU 50 TONS; 2" FOR 50 TO 170 TONS; 3" FOR 170 TO 300 TONS; 4" FOR 300 THRU 430 TONS. CONDENSATE DRAIN TRAP DETAIL t _ NOT TO SCALE WHITE BOX FLOOR PLAN - HN.A.C. SCALE: 1 /8" = 1'-0" FAN AND VENTILATOR SCHEDULE TAG TYPE CFM S. P. DRIVE WAOTORTTS R M DUTY MODEL REMARKS EF -1 CABINET CENTRIFUGAL 85 " DIRECT 50 1200 EXHAUST PENN ZEPHYRETTE ZT 0..25 1 ,2,3,4,5 - ..............E............................. ...... ......... REMARKS/ACCESSORIES: 1. CABINET CENTRIFUGAL EXHAUST FAN WITH INTEGRAL TRHERMAL OVERLOAD PROTECTION 2. DISCONNECT SWITCH/PLUGS 3. INTEGRAL GRAVITY BACKDRAFT DAMPER 4. CONTROLLED VIA WALL SWITCH 5. DISCHARGE TO WALL OR ROOF CAP W/SCREEN & FLASHING (SEE PLANS) SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY PENN VENTILATOR. EQUALS BY COOK, GREENHECK. • z CONNECT FLEX DUCT ENDS TO SHEET METAL DUCT AND DIFFUSER NECK WITH NYLON TIES. INTERIOR LINER AND EXTERIOR INSULATION OF FLEX DUCT TO BE TIED INDIVIDUALLY. INSTALL USING TENSIONING TOOL AS PERS MANUFACTURER'S RECOMMENDATIONS. ROUND SHEET METAL DUCT. DIAMETER AS INDICATED ON PLANS NYLON TIES INTERIOR LINER PRE -INSULATED FLEXIBLE DUCTWORK. SEE SPECIFICATIONS, LENGTH NOT TO EXCEED 4'-0", PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF KINKS & SAGS. PACKAGED ROOFTOP H.V.A.C. UNITS TRUNK DUCT-// TAG NOMINAL MODEL NO. AIRFLOW E.S.P. MAXIMUM MAXIMUM TOTAL SENSIBLE COOLING KW OPERATING SPIN -IN FITTING - WITH TONNAGE (CFM) (IN. W.C.) O.A. FAN DAMPER & SCOOP FOR SUSPENDED CEILING. SUPPLY DIFFUSER OR SUPPLY AIR APPLICATIONS, SEE ARCH. PLANS RETURN AIR GRILLE PLAIN SPIN -COLLAR FOR FOR TYPE. CAPABILITY H. P. (MBH) RETURN APPLICATIONS HEATER (LBS.) RUN -OUT CONNECTION DETAIL (2:: 25% 1 36.6 26.0 10.0`SEER NOT TO SCALE 485 LBS. ( 1_8 PACKAGED ROOFTOP H.V.A.C. UNITS TAG NOMINAL MODEL NO. AIRFLOW E.S.P. MAXIMUM MAXIMUM TOTAL SENSIBLE COOLING KW OPERATING ACCESSORIES TONNAGE (CFM) (IN. W.C.) O.A. FAN COOLING COOLING EFFICIENCY ELECTRIC WEIGHT CAPABILITY H. P. (MBH) (MBH) HEATER (LBS.) RTU -3 3 CARRIER 5OTME004 1200 1.0' 25% 1 36.6 26.0 10.0`SEER 1L'3 485 LBS. ( 1_8 - RTU -4 4 CARRIER 50TME005 1600 1.0"25% 1-1/2 50.5 .__ 35.6 :10.0 SEER ? 15.8 495 LBS. i 1-8 RTU -5 5 CARRIER 50TME006 2000 1.0" 25% 2 60.9 45.:5 :10.0 SEER 15.8 515 LBS. 1-8 RTU -6 6-1/2 � CARRIER 50TME007 2400 : 1.0" _ 25% 3 76.2 56.8 '10.3 EER 15.8 `•. 635 LBS 1-8 -- _ NOTE: COOLING CAPACITIES ARE BASED ON 95* F DB AMBIENT, 80-F DB/ -&'F WB EAT. ACCESSORIES: 1. PREFABRICATED FULL- PERIMETER ROOF CURB, 14 INCH HIGH (COORDINATE SLOPE WITH ARCHITE(;TURAL) 2. FACTORY -INSTALLED ELECTRIC HEATERS & CONTROLS 3. SINGLE -POINT POWER CONNECTION W/NON-FUSED DISCONNECT 4. GFCI CONVENIENCE OUTLET (120 VOLT) 5. HIGH EFFICIENCY BLOWER MOTOR 6. LOW AMBIENT COOLING TO 45'F. 7. 0-25% OUTSIDE AIR HOOD WITH TWO -POSITION DAMPER 8. ELECTRONIC DIGITAL THERMOSTAT, AUTOMATIC -CHANGEOVER, PROGRAMMABLE 9. SMOKE DETECTOR (SEE GENRAL NOTES) SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY CARRIER. APPROVED EQUALS BY TRANE, YORK. CONDENSER FAN DISCHARGE - \ OUTDOOR AIR INTAKHOOD (WHERE - DISCONNECT (SEE BAROMETRIC ELECTRICAL DWGS.) RELIEF HOOD (WHERE APPLICABLE) CONDENSATE DRAIN TO BE ROUTED ON ROOF TO NEAREST ROOF DRAIN PREFABRICATED H UNLESS NOTED OTHERWISE ROOF CURB - r ROOF DECK POWER WIRING _----' (SEE ELECTRICAL) -� THERMOSTAT WIRING SUPPLY AIR DUCT - TRAP RETURN AIR DUCT NOTE: ALL CONNECTIONS AND SERVICES MUST BE INSIDE THE PERIMETER CURB. DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT, ROOFTOP AIR CONDI"'TONER DETAIL NOT TO SCALE RF RE K J I L e C D E F C H C A ANCHOR p CONSULTANT Jordan & Skala Engineers, Inc. E3Project Number - 0410070 5365 OAK©ROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 E L: jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION This document is (D Phillips Partnership, PC and is considered an Instrurnent of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT STANDARD WHITE BOX SHOP 1633 W.P. BALL BOULEVARD PROJECT THE MARKETPLACF A_.,WNE CENTER 0 SANFORD, FLORIDA CLIENT Al v. M. NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 10/18/04 DRAWN BY/CHECKED BY DRAWING TITLE MLW/GMS WHITE BOX FLOOR PLAN HN.A.C. SHEET NUMBER NATER HEATER SCHEDULE _ SYMBOL LOCATION/ STORAGE GPH FIXTURE TYPE ELECTRICAL CRITERIA NOTES COLD WATER AFF MODEL NO. CAPACITY REC./TEMP. RISE OUTLET 4" --- 1/2" GALLONS RISE TEMPERATURE INPUT 1/2" EWH-1 ABOVE CEILING/ 2 1/2 8.3/75'F 120'F 1.5 1-3 H.C. ELC-2 (�-- HD HUB DRAIN - -- - HW NOTES: --- 1. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE S S,W 2. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 3. DESIGN BASIS: A.O. SMITH, POINT -OF -USE, SINGLE ELEMENT OPERATION. -+��- FIXTURE SCHEDULE ,f h MINIMUM SIZE UTILITY TO FIXTURE DESCRIPTION FIXTURE # FIXTURE TYPE WASTE HOT WATER COLD WATER AFF CONNECTION SUPPLY SUPPLY P1 H WATER CLOSET- PUBLIC 4" --- 1/2" P2WH LAVATORY - PUBLIC 1 1/4" 1/2" 1/2" P8B ELECTRIC WATER COOLER 1 1/4" --- 1/2" PLUMBING FIXTURE SCHEDULE FIXTURE SELECTION IS BASED ON KOHLER MODELS UNLESS OTHERWISE NOTED, APPROVED EQUAL MANUFACTURERS AS FOLLOWS: FIXTURES: ELDAY, JUST FAUCETS & TRIM: KOHLER, AMERICAN STANDARD, BRASSCRAFT, DELTA, MCGUIRE, SANITARY DASH, ZURN MIT WATER CLOSET - FLOOR MOUNTED - TANK - ELONGATED - SEAT W/COVER - PUBLIC: AMERICAN STANDARD 2216.143 - FLOOR MOUNT, TANK TYPE, COMBINATION FIXTURE, 1.5 GALLON FLUSH, VITREOUS CHINA, ELONGATED SIPHON JET, CHROME PLATED ACTUATOR, BOLT CAPS, WHITE. SEAT - BENEKE 520-HPSS COMMERCIAL GRADE SOLID PLASTIC, ELONGATED. CLOSED FRONT SEAT WITH COVER, STAINLESS STEEL POSTS AND SELF-SUSTAINING HINGES, WHITE. SUPPLY - BRASSCRAFT OCR1912 - 1/2" O.D. X 3/8" O.D. ANGLE STOP, WHEEL HANDLE, WALL FLANGE, CHROME PLATED. P2WH LAVATORY - WALL HUNG - GRID DRAIN: KOHLER K-2005 21" X 18" WALL HUNG LAVATORY, 4" CENTERS, CONCEALED ARMS, FRONT OVERFLOW AND BACKSLASH, WHITE. FAUCET - KOHLER K-15199 SINGLE LEVER HANDLE, 4" CENTERS, FLOW RESTRICTOR, WITH GRID DRAIN REPLACEABLE CERAMIC DISC CARTRIDGE, AERATOR, 1 1/4" TAILPIECE, CHROME FINISH. SUPPLY - BRASSCRAFT SR1712A - 1/2" O.D. X 3/8" O.D. ANGLE SUPPLY, LOOSE KEY STOP, WALL FLANGE, CHROME PLATED. TRAP - MCGUIRE 8902 - 1 1/4" X 1 1/2", 17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT AND WALL FLANGE, CHROME FINISH. DRAIN - MCGUIRE 155 -WC - 1 1/4", 17 GAUGE OFFSET DRAIN WITH OPEN GRID STRAINER, CHROME PLATED. LAVATORY WASTE TRAP PRIMER - JAY R. SMITH 2698 - 1 1/4", 17 GAUGE ADJUSTABLE WITH CLEANOUT AND WALL FLANGE, TRAP PRIMER TUBING WITH WALL FLANGE, CHROME PLATED. PROVIDE IN LIEU OF STANDARD TRAP AT LOCATIONS INDICATED ON DRAWINGS. INSULATION KIT - HANDI LAV -GUARD MODEL 102 AND 105 - SELF FASTENING, VINYL INSULATION COVERS FOR DRAIN, TRAPS, AND SUPPLY PIPING WITH ACCESSIBLE ANGLE VALVE INSULATION COVER, WHITE. CARRIER - SMITH 700 SERIES - ADJUSTABLE FLOOR SUPPORT WITH CONCEALED ARMS. P8B ELECTRIC WATER COOLER: OASIS P8ACSL WALL MOUNTED BARRIER FREE BI -LEVEL COOLERS, FRONT PUSHBUTTON OPERATION, HEAVY GAUGE STAINLESS STEEL, UNIT TO PROVIDE MINIMUM 8 GPH OF 50'F WATER WITH 90'F AMBIENT AND 80'F SUPPLY WATER TEMPERATURE, VINYL FINISH. SUPPLY - MCGUIRE ST07 - 1/2" O.D. X 3/8" O.D., WHEEL HANDLE STOP. TRAP - MCGUIRE 8902 - 1-1/4" X 1-1/2", 17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT, CHROME FINISH. WHITE BOX FLOOR PLAN SCALE: 1/4" = 1'-0" DRA'J[NAGE PRODUCTS/SPECIALTIES UNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. EQUAL PRODUCTS: ZURN, JOSAM, WADE AND WATTS. CO -EXPOSED CLEANOUT - UNFINISHED AREAS JAY R. SMITH F;G. 4420 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" THICK STEEL BAR STOCK. WCO-WALL CI_EANOUT - FINISHED AREAS JAY R. SMITH FiC. 4436 C.I. FERRULE FOR NO HUB OR SERVICE WEIGHT PIPE, NICKEL BRONZE ROUND FRAME AND COVER WITH SECURING SCREWS. FCO -CONCRETE FLOORS JAY R. SMITH FIG. 4220 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND CAST IRON TOP WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. FCO -TILE FLOORS JAY R. SMITH FIG. 4151 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP RECESSED FOR TILE WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. FCO -CARPETED FLOORS JAY R. SMITH FIG. 4020-Y C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG, ADJUSTABLE ROUND NICKEL BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. LAVATORY -WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS, ELECTRIC WATER COOLER CARRIER -WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS, TP -"A" -AUTOMATIC TRAP PRIMER PPP PRIME -RITE SERIES AUTOMATIC TRAP PRIMER WITH MULTIPLE OUTLET DISTRIBUTION UNITS AS REQUIRED. TP -"L" -TRAP PRIMER JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1-1/4" INLET AND OUTLET, 17 GAUGE SATIN CHROME -PLATED P -TRAP. PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES. 2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2001 FLORIDA PLUMBING CODE WITH ALL APPLICABLE LOCAL CODE AND ORDINANCES. 3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES. 4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. 5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. 6. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0" FROM ACCESS PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. 7. ALL COLD WATER, AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS. 8. PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER LINES SERVING PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. 9. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. 10. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 11. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 12. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. 13. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO 'TERMINATE AT THE LEAST VISIBLE LOCATION FROM THE ENTRY VIEW, FIRE PROTECTION SYSTEM MATERIALS 1. ALL MATERIALS, PIPE, VALVES AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW AND APPROVED BY NFPA, UNDERWRITER'S LABORATORIES, INC. (U.L.), FACTORY MUTUAL (F/M) AND AMERICAN WATER WORKS ASSOCIATION (AWWA) WHERE APPLICABLE. 2. SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. CLASS 125, AND 250 CAST IRON THREADED FITTINGS, ANSI B16.4. B. CLASS 150, AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI B16.3. C. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47 AND A536, U.L. LISTED, F.M. APPROVED. 3. LIGHTWALL WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47, AND A536, U.L. LISTED, F.M. APPROVED. B. LIGHTWALL, 150 PSI, BUTTWELD FITTINGS, ANSI B16.9. 4. AUTOMATIC SPRINKLERS SHALL BE PROVIDED AS FOLLOWS: A. SMALL FRAME GLASS ELEMENT, SEMI -RECESSED, FAST RESPONSE PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH LAY -IN CEILINGS UNLESS OTHERWISE NOTED. TEMPERATURE RATING OF SPRINKLERS SHALL BE 155' - 165'. SPRINKLERS TO BE VIKING MICROFAST MODEL M SERIES WITH MODEL E-1 ESCUTCHEON, FINISH OF SPRINKLER AND ESCUTCHEON SHALL BE WHITE. B. FAST RESPONSE UPRIGHT PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH NO CEILING. TEMPERATURE RATING IS TO BE 165' UNLESS CONDITIONS REQUIRE HIGHER TEMPERATURE. FINISH OF SPRINKLER TO BE ROUGH BRASS. SPRINKLER TO BE VIKING MICROFAST MODEL M. C. ALTERNATE ACCEPTABLE MANUFACTURERS WITH EQUIVALENT SPRINKLERS ARE AUTOMATIC, CENTRAL, GRINNELL, GEM, AND RELIABLE. 5. ALL INTERIOR SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF APPLICABLE SECTIONS OF NFPA, AND THE OWNER'S UNDERWRITER. ALL PIPE, FITTINGS, VALVES, AND SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR WORKING PRESSURES AS REQUIRED BY SYSTEM DESIGN. 6. ALL PIPE, SUPPORTS AND HANGER ASSEMBLIES SHALL BE IN ACCORDANCE WITH NFPA-13 AND SHALL BE U.L. LISTED OR F.M. APPROVED. 7. THE ADDITION TO THE EXISTING SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE EXISTING AVAILABLE WATER SUPPLY PRESSURE. THE CONTRACTOR SHALL CONFIRM THE REVISED SPRINKLER PIPING ARRANGEMENT WITH HYDRAULIC CALCULATIONS. 8. THE TENANT BUILD -OUT AREA IS TO BE PROVIDED WITH AUTOMATIC SPRINKLERS BASED UPON LIGHT HAZARD DESIGN CLASSIFICATION WITH A DENSITY OF .10 GPM OVER 1500 SQ. FT. AND MAXIMUM OF 225 SQUARE FEET SPACING. 9. SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT DIMENSIONS OF 2' X 4' TILES. 10. ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 11. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS, 12. ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN DESIGNED CEILING HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. 13, ALL FIRE PROTECTION DRAWINGS SUBMITTALS SHALL BE AT 1/8" SCALE AS A MINIMUM. ALL SUBMITTALS SHALL BE IN REPRODUCIBLE VELLUM OR MYLAR FORMAT ONLY, SUBMITTALS OF MULTIPLE PRINTS WILL BE RETURNED WITHOUT REVIEW. 14. FIRE PROTECTION SHOP DRAWINGS SHALL INCLUDE ALL DATA REQUIRED BY N.F.P.A. SECTION 13. SHOP DRAWING PLANS SHALL INDICATE ALL LIGHTS, GRILLES, SOFFITS, ALARMS, SPEAKERS AND OTHER CEILING COMPONENTS, AS WELL AS HYDRAULIC NODE. POINTS, TO INSURE COORDINATION. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO AND SECURE APPROVAL OF THE OWNER'S UNDERWRITER, LOCAL AUTHORITY AND/OR STATE AUTHORITIES PRIOR TO SUBMISSON TO THE ENGINEER. THE CONTRACTOR SHALL NOT COMMENCE WORK, PURCHASE, OR PROVIDE ANY MATERIALS TO THE JOB SITE WITHOUT OBTAINING SHOP DRAWING APPROVAL FROM THE ABOVE AND THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COPIES OF ALL HYDRAULIC CALCULATIONS PROVIDING DESIGN DENSITIES, WHERE APPLICABLE. 15. ALL DESIGN DRAWINGS AND CALCULATIONS PREPARED BY THE FIRE PROTECTION SUBCONTRACTOR SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA OR EQUIVALENT FIRE SPRINKLER CONTRACTOR'S CERTIFICATE SEAL. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION A/C ABOVE CEILING A/F ABOVE FLOOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE B/F BELOW FLOOR B/G BELOW GRADE - - - CW COLD WATER PIPING c DN PIPING TURNING DOWN GV GATE/BALL VALVE H.C. HANDICAPPED (�-- HD HUB DRAIN - -- - HW HOT WATER PIPING --- P -TRAP S S,W SOIL, WASTE PIPING (ABOVE GROUND) -- _S__ S,W SOIL, WASTE PIPING (BELOW GROUND) -+��- --- UNION UP PIPING TURNING UP V VENT PIPING VTR VENT THRU ROOF f- WCO WALL CLEANOUT PLUMBING MATERIALS 1. COLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER TUBING CONFORMING TO ASTM B-88 WITH SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, DOMESTIC COLD WATER SERVICE PIPING BELOW GRADE SHALL BE CEMENT LINED DUCTILE IRON PIPE WITH PUSH -ON JOINTS. DOMESTIC WATER BRANCH PIPING BELOW GRADE SHALL BE PROTECTED WITH SLEEVES AT ALL PENETRATIONS THROUGH CONCRETE. 2. SANITARY WASTE & VENT PIPING ABOVE GROUND SHALL BE NO -HUB CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT BE LOCATED IN RETURN AIR PLENUM SPACES. 3. SANITARY WASTE PIPING BELOW GROUND SHALL BE CAST-IRON WITH PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS. 4. ALL ABOVE GRADE HOT AND COLD DOMESTIC WATER PIPING SHALL BE INSULATED EXCEPT AT HORIZONTAL CHASE BRANCH PIPING TO INDIVIDUAL PLUMBING FIXTURES AND ON VERTICAL RISERS WITHIN SEALED CHASES. ALL HOT WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1 INCH NOMINAL THICKNESS PIPE INSULATION WITH VAPOR BARRIER JACKET, ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1/2 INCH THICKNESS INSULATION ON PIPING 2" AND SMALLER, 1" THICK INSULATION ON PIPING 2 1/2 AND LARGER. OWENS-CORNING ASJ/SSLII OR EQUAL. Y. LAV CONNECT NEW 3/4"CW TO EXISTING 3/4" VALVED CW CONN. SANITARY AND DOMESTIC WATER ISOMETRICS SCALE: N.T.S DIELECTRIC UNION (TYI ASME T&P RELIEF VAL DISCHARGE FULL SIZE & TERMINATE 6" MIN. 1 1/2" HIGH SAFETY 1 " DRAIN ROUTE A/C TERMINATE 6" MIN. AFI CEILING SUSPENDED EWH SCALE: N.T.S. Architecture . Interior Design • Planning "10m 770.3941616 Fa" 770.3941314 RF RE K J I FA Pj B CID E F C H C T: ANCHOR EB CONSULTANT �] Jordan & Skala Engineers, Inc. Project Number • W0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 10/18/04 SHOPS WHITE BOX This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not ba reproduced without the prior written consent of Phillips Partnership, PC. TENANT GALLON EXPANSION TANK STANDARD WHITE VACUUM RELIEF BOX SHO GATE VALVE (TYP.2) I 1633 W.P. BALL BOULEVARD 1/2" CW SUPPLY PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1/2" HW OUTLET 3/4" CADMIUM PLATED ALL THREAD ROD WITH LOCK WASHERS SANFORD, FLORIDA AND DOUBLE NUTS (TYPA) CLIENT SOLDER SEAMS WATER TIGHT CROSS BREAK BOTTOM OF PAN TO DRAIN POINT <I 2" X 2" X 1/4' GALVANIZED ANGLE IRON FRAME NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA DRAIN VALVE 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE JMW/RWF REVISION # 38 SUMMARY A. ADDED SHEET ELECTRICAL SPECIFICATIONS SCOPE INSTALL ALL ELECTRICAL WORK COVERED BY THE BELOW SPECIFICATIONS AND APPROVED DRAWINGS. PROVIDE ALL MATERIAL, LABOR, TRANSPORTATION, TOOLS, SUPERVISION, ETC., NECESSARY TO COMPLETE THE TOTAL ELECTRICAL JOB. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR, INCLUDING ANY NECESSARY FIELD ENGINEERING AND/OR DETAIL DRAWINGS REQUIRED. DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS PROVIDED FOR IN "SHOP DRAWINGS". 11. CODES AND FEES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, N.F.P.A. #70, NATIONAL ELECTRICAL SAFETY CODE, ANS1C-2 AND ALL LOCAL AND STATE CODES AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY THE BUILDING AND SAFETY CODES AND ORDINANCES, AND THE RULES AND REGULATIONS OF ANY LEGAL BODY HAVING JURISDICTION. 111. WORKMANSHIP ALL WORK SHALL BE NEATLY, ORDERLY AND SECURELY INSTALLED WITH CONDUITS, PANELS, BOXES, SWITCHES, ETC., PERPENDICULAR AND/OR PARALLEL WITH THE PRINCIPAL STRUCTURAL MEMBERS, AND SHALL BE LEFT IN PROPER WORKING ORDER. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF ELECTRICAL EQUIPMENT. COORDINATE DEVICE LOCATIONS WITH DOOR SWINGS, CABINETS, COUNTERS, ETC., AS INDICATED ON THE ARCHITECTURAL DRAWINGS. DO NOT SCALE ELECTRICAL PLANS. OBTAIN DIMENSIONS FOR LAYOUT OF EQUIPMENT FROM ARCHITECTURAL PLANS UNLESS INDICATED ON ELECTRICAL PLANS. IV. SUBSTITUTIONS ALL COST INCURRED BY THE ACCEPTANCE OF SUBSTITUTIONS SHALL BE BORNE BY THE CONTRACTOR. PROOF FOR THE EQUALITY OF SUBSTITUTIONS SHALL BE BY THE CONTRACTOR. V. U.L. APPROVAL ALL ELECTRICAL ITEMS COVERED BY THIS SPECIFICATION SHALL BE U.L. LABELED AND LISTED FOR THEIR SPECIFIC USE. VI. ELECTRICAL SERVICE A. ELECTRICAL SERVICE SHALL BE AS INDICATED ON THE DRAWINGS. SERVICE SHALL ORIGINATE AS SHOWN ON THE DRAWINGS. B. SERVICE CONNECTIONS AT SERVICE POINT SHALL BE MADE BY THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL PAY ALL COST REQUIRED BY THE LOCAL UTILITY COMPANY PROVIDING SERVICES INDICATED. ELECTRICAL CONTRACTOR SHALL COORDINATE METERING, TRANSFORMER PAD, CONNECTION POINTS AND GROUNDING WITH UTILITY COMPANY. C. THE MAIN DISCONNECT AND PANEL SHALL BE LABELED FOR SERVICE ENTRANCE EQUIPMENT. VII. TEST A. UPON COMPLETION OF THE WORK, A TEST OF THE INDIVIDUAL SYSTEMS INCLUDING ALL FEEDERS, BRANCHES, OUTLETS, LIGHTING, MOTORS APPARATUS AND APPLIANCES, TO ASSURE OPERATION IN COMPLIANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. A LETTER WITH ALL PERTINENT TEST DATA SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST (5) FIVE DAYS PRIOR TO COMPLETION OF PROJECT. B. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR AND MATERIALS FOR ANY ESSENTIAL INTERMEDIATE AND FINAL TESTS TO PROVIDE COMPLIANCE WITH THESE SPECIFICATIONS. VIII. GUARANTEE WORK SHALL BE GUARANTEED FOR A ONE (1) YEAR PERIOD. IX. SPECIFICATIONS A. GROUNDING 1. SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE AND ALL STATE AND LOCAL CODES AND REQUIREMENTS OF THE UTILITY COMPANY PROVIDING SERVICE AND SHALL BE PROVIDED AS PER THESE SPECIFICATIONS AND THE DRAWINGS. 2. THE BUILDING ELECTRICAL SYSTEMS SHALL BE SOLIDLY GROUNDED SUPPLEMENTED WITH EQUIPMENT CONDUCTORS. ALL NON-CURRENT CARRYING PARTS OF THE ELECTRICAL SYSTEM, I.E., RACEWAYS, EQUIPMENT ENCLOSURES, FRAMES, JUNCTION AND OUTLET BOXES AND OTHER CONDUCTIVE ITEMS IN CLOSE PROXIMITY WITH ELECTRICAL CIRCUITS, SHALL BE GROUNDED TO PROVIDE A LOW IMPEDANCE PATH FOR POTENTIAL GROUND FAULTS. 3. BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTORS ARE NOT SHOWN ON THE DRAWINGS, HOWEVER, AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL RACEWAYS AND CABLES. B. RACEWAYS 1. ALL RACEWAYS (UNLESS NOTED HEREIN) SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND SHALL BE FERROUS GALVANIZED CONDUIT AND SHALL COMPLY WITH ARTICLE #358 OF THE NATIONAL ELECTRICAL CODE OR BE INTERMEDIATE METAL CONDUIT (IMC) AND SHALL BE FERROUS GALVANIZED CONDUIT AND SHALL COMPLY WITH ARTICLE #342 OF THE NATIONAL ELECTRICAL CODE OR BE RIGID STEEL CONDUIT AND SHALL COMPLY WITH ARTICLE #344 OF THE NATIONAL ELECTRICAL CODE. EMT COUPLINGS SHALL BE STEEL SET SCREW TYPE. 2. FLEXIBLE METAL CONDUIT SHALL BE USED FROM JUNCTION BOXES TO CORRESPONDING RECESSED LIGHTING FIXTURES AND SHALL COMPLY WITH ARTICLE #348 OF THE NATIONAL ELECTRICAL CODE, 3. LIQUID TIGHT FLEXIBLE METAL OR NON-METALLIC CONDUIT SHALL BE USED FROM OUTDOOR EXPOSED CONNECTIONS TO GROUND OR ROOF MOUNTED EQUIPMENT AND COMPLY WITH ARTICLE #350 OF THE NATIONAL ELECTRICAL CODE. 4. RIGID NONMETALLIC CONDUIT SHALL BE PVC SCHEDULE 40 AND SHALL COMPLY WITH ARTICLE #352 OF THE NATIONAL ELECTRICAL CODE. RIGID NON-METALLIC CONDUIT MAY BE USED FOR SERVICE ENTRANCE, IF ALLOWED BY LOCAL CODE AUTHORITY AND INSTALLED PER THE NATIONAL ELECTRICAL CODE. 5. ALL RACEWAYS SHALL BE INSTALLED CONCEALED EXCEPT IN UNFINISHED SPACES OR WHERE INDICATED. C. CONDUCTORS 1. ALL CONDUCTORS SHALL BE COPPER AND HAVE 600 VOLT TYPE, 90°C, THHN/THWN INSULATION EXCEPT WHERE NOTED ON THE DRAWINGS. 2. ALL BRANCH CIRCUITS SHALL BE MINIMUM OF #12 AWG SOLID COPPER EXCEPT FOR MOTOR LEADS, WHICH SHALL BE A MINIMUM OF #12 AWG STRANDED COPPER, UNLESS OTHERWISE NOTED ON DRAWINGS. 3. ALL BRANCH CIRCUIT AND FEEDER CONDUCTORS, NO. 8 AWG AND SMALLER, SHALL BE COLOR CODED AS FOLLOWS: 120/208 VOLT SYSTEM PHASE A - BLACK PHASE B - RED PHASE C - BLUE NEUTRAL - WHITE GROUND - GREEN 4. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE CONNECTED AS INDICATED ON THE DRAWINGS. COMMON NEUTRALS AND GROUND WIRES MAY BE PULLED IN CONDUITS WHERE ONLY OPPOSITE PHASE CONDUCTORS ARE RUN. ALL CONDUITS SHALL HAVE A GROUND WIRE PULLED AND SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE. 5. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS N0, 6 AWG AND LARGER SHALL BE PHASE IDENTIFIED IN EACH ACCESSIBLE ENCLOSURE BY ONE INCH WIDE PLASTIC TAPE ATTACHED TO CONDUCTORS IN A READILY VISIBLE LOCATION, TAPE COLORS SHALL MATCH COLOR CODE REQUIREMENTS SPECIFIED HEREIN. 6. CONNECTIONS BETWEEN FIXTURE JUNCTION BOX AND FIXTURE SHALL BE MADE WITH NO 16• AWG SILICONE RUBBER INSULATED STRANDED FIXTURE WIRE, TYPE SFF - 2 (150?C.) OR NO. 16 AWG THERMOPLASTIC, NYLON JACKETED STRANDED FIXTURE WIRE, TYPE THHN (90°C.) COLOR CODE AS SPECIFIED HEREIN SHALL NOT BE REQUIRED FOR FIXTURE WIRE; HOWEVER, NEUTRAL AND GROUND CONDUCTOR SHALL BE IDENTIFIED DISTINCTLY FROM PHASE CONDUCTORS AS PER THE ABOVE SPECIFICATIONS. 7. SPLICES IN CONDUCTORS SHALL BE MADE ONLY WITHIN JUNCTION BOXES, WIRING TROUGHS, AND OTHER ENCLOSURES AS PERMITTED BY THE NATIONAL ELECTRICAL CODE. DO NOT SPLICE CONDUCTORS IN PANELBOARDS, SAFETY SWITCHES, OR MOTOR CONTROL ENCLOSURES. SPLICES IN CONDUCTORS NO. 10 AWG OR SMALLER SHALL BE MADE WITH SKOTCHLOK INSULATED SPRING CONNECTORS, IDEAL WRAPPING INSULATED CAPS. SPLICES IN CONDUCTORS NO. 8 AWG AND LARGER SHALL BE MADE WITH SPLIT BOLT CONNECTORS TAPED WITH NO. 88 PLASTIC ELECTRICAL TAPE UNLESS SPLICES ARE SPECIFICALLY INDICATED TO BE MADE WITH CRIMPING SLEEVE APPLIED TO CONDUCTORS WITH HYDRAULICALLY OPERATED CRIMPING TOOL. D. JUNCTION BOXES ALL JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED SHEET STEEL AND COMPLY WITH ARTICLE #314 OF THE NATIONAL ELECTRICAL CODE, FOR THE NUMBER, SIZE AND POSITION OF CONDUITS ENTERING THE BOX, SIZE OF BOX AND MAXIMUM NUMBER OF CONDUCTORS IN A BOX, E. PANELBOARDS 1. SHALL BE SPECIFIED ON THE DRAWINGS. 2. SHALL BE BOLT -IN CIRCUIT BREAKER TYPE WITH A 100% RATED MAIN BREAKER OR RATED MAIN LUGS ONLY AS NOTED ON DRAWINGS. ALL SHALL HAVE U.L. APPROVED INTERRUPTING CAPACITY OF 22,000 AMPS MINIMUM UNLESS INDICATED ON DRAWINGS RMS SYM. AT VOLTAGE INDICATED ON DRAWINGS. ALL BUSSING SHALL BE COPPER. 3. SIDE AND GUTTERS SHALL HAVE MINIMUM CODE CLEARANCES. DEPTH SHALL BE 5 3/4" MINIMUM. 4. APPROVED MANUFACTURERS ARE: SQUARE D, CUTLER -HAMMER, SIEMENS, AND GENERAL ELECTRIC. 5. TYPEWRITTEN DIRECTORIES AND PANELBOARD DESIGNATION PLATES SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL PANELBOARDS. F. LIGHTING FIXTURES 1. UNLESS INDICATED ON DRAWINGS, BALLASTS PROVIDED WITH FIXTURES SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR, WITH U.L. LABEL. ALL BALLASTS FOR RAPID START LAMPS SHALL BE PREMIUM CLASS P. BALLASTS SHALL BE FOR THE VOLTAGE OF THE CIRCUIT TO WHICH CONNECTED. BALLASTS SHALL BE PROVIDED FOR ALL FLUORESCENT AND HIGH INTENSITY DISCHARGE LAMPS. EACH BALLAST SHALL BE PROTECTED BY AN INTERNAL FAST BLOWING FUSE. CONTRACTOR TO PROVIDE PROPER FUSES. 2. LAMPS SHALL BE PROVIDED FOR ALL FIXTURES IN ACCORDANCE WITH FIXTURE SCHEDULE. G. WIRING DEVICES 1. RECEPTACLES AND WALL SWITCHES SHALL BE OF THE TYPE AND SIZE INDICATED BY HUBBELL, P&S, OR ARROW HART MAY BE USED. a. ALL SWITCHES SHALL BE 20 AMP 120 VOLT SPECIFICATION GRADE WITH IVORY HANDLES UNLESS OTHERWISE NOTED. NUMBER OF POLES SHALL BE AS INDICATED ON DRAWINGS. b. DUPLEX OUTLETS SHALL BE 20 AMP 125 VOLT A.C. 3 -WIRE SPECIFICATION GRADE STRAIGHT BLADE WITH IVORY FACE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. DEVICE PLATES SHALL BE IVORY COLORED AND SHALL BE PLASTIC (UNLESS OTHERWISE NOTED ON DRAWINGS). 3. TIME CLOCK SHALL BE PARAGON EL72 OR EQUAL. H. DISCONNECT SWITCHES 1, DISCONNECT SWITCHES SHALL BE A MINIMUM OF 30 AMP, 250 VOLT RATED, HEAVY DUTY TYPE, 3 POLE WITH SOLID NEUTRAL, UNLESS OTHERWISE NOTED. WHITE BOX FLOOR PLAN - SUITE 1633 - ELECTRICAL SCALE: 1/8" = V-0" PANELBOARD SCHEDULE - LE6 MAINS: 225A MLO VOLTAGE: 208120 PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE I AIC: 10,000 NOTES:. CKT # TRIP DESCRIPTION LOAD(KVA) PO LTG RCPT MTR A/C HTC KIT MISC PHASE A B C LOAD(KVA) DESCRIPTION TRIP,,-'CKT POLE # MISC KIT HTC A/C MTR RCPTJ LTG 1 20/1 RECEPT-TELEP. BKBD 1.0 INCLUDED W/UNIT `? T Q...... ....... _.- -'-- -' - °...._I.......f.. � � ................. I ......:........... M -F Im o....... - 1 D 0.5 LITHONIA 1.0 LIGHTS 20/1 2 3 20/1 RECEPTS. 0.6 120V. ACRYLIC LENS, ELECTRONIC BALLAST. METALUX 1.05 LIGHTS 20/1 4 5 20/1 RECEPTS. 1.0 This document rnoy not be reproduced without the prior written consent of Phillips Partnership, PC. _ STANDARD WHITE BOX SHOP 1633 W.P. BALL BOULEVARD PROJECT 0.5 NIGHT EMERGENCY LIGHTS 20/1 0 7 20/1 RECEPTS. 0.8 INCLUDED 120V. 1.5 SURFACE MOUNTED. SURELITES CC -2 WATER HEATER EWH-1 20/1 8 9 _ 20/1 RECEPT-SHOW WINDOW 0.4 CHLORIDE GM1 SPACE 10 11 SPACE LIGHTOLIER LLC2URW-PENDANT OR EQUAL BY L.E.D. 120V., PENDANT MOUNTED XA POLYCARBONATE, RED LETTERS SURELITES SPACE 12 13 SPACE 9'-6" AFF. CHLORIDE SPACE LITHONIA 14 15 SPACE............ COMBINATION EXIT/EMERGENCY, LIGHTOLIER LLC2URW OR EQUAL BY L.E.D. 120V., WALL MOUNTED XB POLYCARBONATE, RED LETTERS SURELITES SPACE WITH CENTER OF FIXTURE 16 17 SPACE 12" ABOVE DOOR FRAME. CHLORIDE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE • 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE S PACE 28 29----- SPACE SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 70/3 RTU -4 0.6 5.3 SPACE 38 39 -- -_-� 0.6 5.3 SPACE 40 41 -- - 0.6 5.3 SPACE 42 LIGHTING: 2.6 0.0 13.8 11.8 10.0 115.9 O.Q 0.0 0.0 0.0 1.5 0.0 0.5 0.0 2.6 TOTAL CONNECTED LOAD: 26.1 RECEPTACLES: 3.8 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 26.1 MOTORS: 2,3 PHASE A 10.7 89.2 A/C: 0,0 PHASE B 8.0 66.3 CONNECTED LOAD (AMPERES): 72.4 HEATING: 17.4 PHASE C 7.4 61.7 DEMAND LOAD (AMPERES): 72.4 KITCHEN: 0.0 1 KVA II -AMPS MISCELLANEOUS: 0,0 MIN. PANEL AMPACITY: 74.1 �!J PROVIDE LOCK -ON DEVICE MECHANICAL EQUIPMENT CONNECTION SCHEDULE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG NO. LAMPS NOTES A 2' X 4', 4 -LAMP RECESSED ACRYLIC LENS LIGHTOLIER XP2GVA43212004 OR EQUAL BY 4-F32T8/SP35 120V. ON ROOF TROFFER, WITH ELECTRONIC BALLAST, GRID METALUX LE6-8 2#12,1#12G -1/2"C. 30/2/1 TYPE. COLUMBIA 120V/10 CKT. W/LTS. 2#12,1#12G -1/2"C. INCLUDED W/UNIT DAYBRITE 1 D REVISIONS LITHONIA 10/18/04 SHOPS WHITE BOX B 2', 2 -LAMP WALL MTD FIXTURE WITH LIGHTOLIER LSW2217-120-SO OR EQUAL BY 2-F17T8/SP35 120V. ACRYLIC LENS, ELECTRONIC BALLAST. METALUX COLUMBIA This document is Ca Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document rnoy not be reproduced without the prior written consent of Phillips Partnership, PC. DAYBRITE STANDARD WHITE BOX SHOP 1633 W.P. BALL BOULEVARD PROJECT LITHONIA 6 VOLT TWIN -HEAD BATTERY LIGHT, EMERGILITE PRO -2 INCLUDED 120V. E SURFACE MOUNTED. SURELITES CC -2 PRESCOLITE EDS -2 CHLORIDE GM1 LITHONIA ELM2 COMBINATION EXIT/EMERGENCY, LIGHTOLIER LLC2URW-PENDANT OR EQUAL BY L.E.D. 120V., PENDANT MOUNTED XA POLYCARBONATE, RED LETTERS SURELITES WITH CENTER OF FIXTURE PRESCOLITE 9'-6" AFF. CHLORIDE LITHONIA COMBINATION EXIT/EMERGENCY, LIGHTOLIER LLC2URW OR EQUAL BY L.E.D. 120V., WALL MOUNTED XB POLYCARBONATE, RED LETTERS SURELITES WITH CENTER OF FIXTURE PRESCOLITE 12" ABOVE DOOR FRAME. CHLORIDE LITHONIA MECHANICAL EQUIPMENT CONNECTION SCHEDULE DESCRIPTION VOLTAGE CIRCUIT CONDUCTORS DISCONNECT NOTES RTU -4 208V/30 LE6-37 3#4,1#8G -1"C. INCLUDED W/UNIT ON ROOF EWH-1 120V/10 LE6-8 2#12,1#12G -1/2"C. 30/2/1 ABOVE CEILING EF -1 120V/10 CKT. W/LTS. 2#12,1#12G -1/2"C. INCLUDED W/UNIT IN CEILING 1 D REVISIONS # DATE DESCRIPTION 10/18/04 SHOPS WHITE BOX KEY NOTES: O 01 24" X 24" X 3/4" PAINTED PLYWOOD TELEPHONE BACKBOARD. EXTEND 1" EMPTY CONDUIT TO LANDLORD'S TELEPHONE CABINET. O JUNCTION BOX MOUNTED AT STOREFRONT FOR TENANT SIGN POWER. COORDINATE EXACT JUNCTION BOX LOCATION AND MOUNTING HEIGHT WITH ARCHITECT'S ELEVATION PRIOR TO ROUGH -IN. EXTEND 3/4" EMPTY CONDUIT WITH PULL WIRE TO TENANT PANEL AND TERMINATE. V DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING TILE ABOVE SHOW WINDOW, 0 ROOF MOUNTED GFI RECEPTACLE PROVIDED WITH ROOF TOP MECHANICAL UNIT. ELECTRICAL CONTRACTOR SHALL EXTEND TO CIRCUIT NOTED IN TENANT PANEL. 5 NUMBER ADJACENT TO DEVICE OR FIXTURE DENOTES CIRCUIT BREAKER DEVICE OR FIXTURE IS SERVED FROM IN TENANT PANEL. 06 FIXTURE NOTED WITH "NL" SHALL BE A NIGHTLIGHT THAT OPERATES 24 HRS., CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN. REVISION # 34 SUMMARY A, ADDED SHEET r "H ILLI PA RT N E RS H I P Architecture • Interior Design - Planning 770.394.1616 rax 770.394J314 RF RE K J I L a E F G H C C D LA: ANCHOR Q CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0400070 �i 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL• fse®jordanskalo.com COPYRIGHT® 2004 JORDAN & SKALA ENGINEERS INC. SEAL 1 D REVISIONS # DATE DESCRIPTION 10/18/04 SHOPS WHITE BOX This document is Ca Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document rnoy not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT STANDARD WHITE BOX SHOP 1633 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER r •-D FLORIDA CLIENT ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DRAWING TITLE AWO/CCJ WHITE BOX FLOOR PLAN - ELECTRICAL SHEET NUMBER E1.1