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1617 WP Ball Blvd + (a) (3)
CITY OF SANFORD PERMIT APPLICATION Permit #: iAddress:`l%r�Tci«�Rfr���/��:�:�i��lfLtiTii//fL_ Description of Work: ::�—Lnk 5H Historic District: Zoning: Value of Work: $--- 090.°O Permit Type: Building ___)C_ Electrical Mechanical Plumbing Fire Sprinkler/Alam Pool Electrical: New Service – # of AMPS Addition/AIteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New 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 _� Industrial Total Square Footage: It -1 6 Construction Type: _�_ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than \) ^ gr 32 %'' 3o - Sol - 0ow. . Omo Parcel #: 24-' kck'30 r M30 –bow �,'(Attach Proof of Ownership & Legal Description) !� Owners Name & Address: NAQ 1.i(i O1 StMI/�hig-EeIR ACk. LJ -C-. i ID OV lAso mme- a&1�E i'V/ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: _ Phone: Address: g`�C *A%1AL PALLVL L ,�- i �rG– ° d32�d Fax: �] o y Application is hereby made to o issuance of a permit and that all permit must be secured for ELE AIR CONDITIONERS, etc. certify that no work or installation has commenced prior to the ng construction in this jurisdiction. I understand that a separate FURNACES, BOILERS, HEATERS, TANKS, and tj OWNER'S AFFIDAVIT: I certj(yj'fiha ll of the fore�ji Ar �at' LlUcurate and that all -work will be done in compliance with all applicable laws regulating construction and zoning. WARM N. , TO OWNER: YOUR FAILURE TO RECORD.A OTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN O T( PROPERTY. IF YOU INTEND TO 6B AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOP G01bURE NOTICE: In addition to the req of thi er i i na restrictions _ licable to this property that may be found in the public records of this county, and there may be a H permits e r o tal entities si' as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirement f Florida Lien L , FS 713. Sigpdtdre o, weer/Agent Date Signature of Contractor/Agent Date int Owmer/Agent's Name Print Contractor/Agent's Name c ign t re f NUprykStateTf Florida Date Signature of Notary -State of Florida Date INY S. FLANDERS ry G, Cobb County, Georgia My COMMissign Expires January 27, 2007 OwneriAgent is Personally Known to Me or Contractor/Agent is_ Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg:, V U 7 Zoning: £N 11 9 oy Utilities: FD: (Initial & Date) (Initial & Date) (Initial Date) (Initial & Date) Special Conditions: PHILLIPS P A R T N E R 5 H I P Architecture - Interior Design - Planning phone 770.3941616 F"` 770.3941314 1617 W.P. BALL BOULEVARD RF RE THE MARKETPLACE AT SEMINOLE TOWNE CENTER K J L BE F G H C A ANCHOR g C D SANFORD FLORIDA ' CONSULTANT A DEVELOPMENT FOR NORTH AMERICAN PROPERTIES SEAL 1080 HOLCOMB BRIDGE ROAD 2 Y BUILDING 200 SUITE 150 u Clry ROSWELL, GEORGIA 30075 REVISIONS 770�645�6566 # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX VICINITY EGRESS DRAWING 1111km PROJECT SYMBOLS MEMBERS INFORMATION MAP CALCULATIONS INDEX ARCHITECTURAL 11.0 FACE OF STRUCTURE SQ FT. PER OCCUPANT A-0.1 COVER SHEET LOCATION: CITY OF SANFORD USE AREA (S.F.) PERSON LOAD A-1.1 FLOOR PLAN, DETAILS, & SPECS SEMINOLE COUNTY, FLORIDA*�' ��4 valet - ol�ra�r OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE ;` 1Ikw, _ _ TOTAL OCCUPANCY 1,410 30 47 JOEL MABRY PROJECT ADDRESS: Saint Johns RiterEstaxes.- 11.5 CENTERLINE of COLUMN 1080 HOLCOMB BRIDGE ROAD ' Lake Monroe MECHANICAL BLDG. 200 SUITE 150 TEL: (770) 643-6566 Vol, � E M-1.1 SHELL FLOOR PLAN MECHANICAL silex Tarr a rr t rto (e NOTE TAG REFERENCING FAX: 770 643-9540 Astor Farms 24 ROSWELL, GA 30075 ( ) 1617 W.P. BALL BOULEBARD GENERAL NOTES ON PLANS UNITS OF EGRESS REQUIRED (0.20 x47) 9.4 IN. (32 IN. MIN.) Vs "�ttgh SITE SANFORD, FLORIDA 32771 MEANS OF EGRESS AT FRONT (PROVIDED) 34 INCHES PLUMBING , �.� 1 e-E�tonroe ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH ° . } O DOOR NUMBER, MEANS OF EGRESS AT REAR (PROVIDED) 34 INCHES p-1.1 SHELL FLOOR PLAN PLUMBING This document is ® Philips Partnership. PC and is 9000 CENTRAL PARK WEST DWIGHT BAILEY `�consdered an Instrument at` and a so for use ��, O ""' "' le TS "_�� �Vld SEE DOOR SCHEDULE respect to the project os in6coted belo.. alrights nsserved Alderene Perk Sal * ose hs E 1sC 's document tconssertt ay not Phaops artner without. P►�a SUITE 400 TEL: (770) 394-1616 �,? 46 a _ J P 4� TOTAL UNITS OF EGRESS (PROVIDED) 68 INCHES FAX: 770 394-1314 c 7 ATLANTA, GA 30328 ( ) - " as _ ELECTRICAL TENANT L. e 5pl�ran w�IsoR#rner g E-1.1 SHELL FLOOR PLAN ELECTRICAL _Park . � � � � � . .Samford .- ELEVATION MARK JA CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN -- rII yew sato. 3660 MAGUIRE BLVD. arkham Paata'.. ;' v 4 TEL: 407 898-1511 *te Or at. Ra en�'a'Park �' SUITE 200 c ) rk tx ,i {3n>Qr� p :4 A-6.2 PLANET ORLANDO FL 32803 FAX: (407) 898-4791 — — r n etary " untr a t; �erf�etery 5a��yer Lake" '. ' m 3' %ountr flubREVAS M OOTH I E ENLARGED PLAN STRUCTURAL: HAINES GIPSON &ASSOCIATES RANDY GIPSON j r " :: P' ec_r_e I I DETAIL MARK ED Dawson Laic Y . Greenbr ar Dark i 1 1550 NORTH BROWN ROAD La, e Marietta _ — — r lake 1617 W.P. BALL BOULEVARD SUITE 100 TEL: (770) 491-7550 By:,r FAX: 770 491-7750 TUCKER, GA 30043 ( ) Y t ��"� � ' � � rev ntit�n Div. C�2U{?4 hRan(Jues#.Com. tr�c.: ®2+�4 NAYTE{1 � �=� � � Sanford �;< e >< SECTION MARK ! 0 MECHANICAL/ JORDAN & SKALA LYNN WITCHER SITE ZONING: PD A-5.4 'SIM'- SIMILAR Date: PROJECT PLUMBING: 5365 OAKBROOK PARKWAY JEREMY WAITS BUILDING SET BACKS: FRONT: 25'-0"'OH' - OPPOSITE HAND NORCROSS, GA 30093 TEL: (770) 447-5547 REAR: 20'-0" NORTH THE MARKETPLACE FAX: (770) 448-0262 SIDE: 10'-0" AT SEMINOLE TOWNE CENTER ELECTRICAL: JORDAN & SKALA TONY OWEN WIND SPEED: 110 MPH 5365 OAKBROOK PARKWAY TEL: (770) 447-5547 SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS SHOPS E GENERAL NORCROSS, GA 30093 FAX: (770) 448-0262 APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) 2001 EDITIONKEYPLAN NOTES DAVID FLOYD LIFE SAFETY CODE (NFPA 101) 2000 EDITION SANFORD, FLORIDA LANDSCAPE SITE SOLUTIONS NATIONAL ELECTRIC CODE (NEC) 2002 EDITION ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE FLORIDA BUILDING CODE - GAS VOLUME (IGV) 2000 EDITION SUITE C-101 TEL: (404) 705-9411 FLORIDA BUILDING CODE - CLIENT ATLANTA, GA 30342 FAX: (404) 459-9412 MECHANICAL VOLUME (IMV) 2000 EDITION FLORIDA BUILDING CODE - 1. GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS PLUMBING VOLUME (IPV) 2000 EDITION LOCATION AND ALL EXISTING CONDITIONS AND CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 DIMENSIONS PRIOR TO CONSTRUCTION. ANY ( BUILDING 400 FAX: 770) 522-9273 DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF ATLANTA, GA 30350 OCCUPANCY CLASSIFICATION: MERCANTILE APPLICABLE) AND ARCHITECT, 171 2. THE GENERAL CONTRACTOR SHALL OBTAIN PERMITS, NORTH AMERICAN PROPERTIES TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED APPROVALS, INSPECTIONS, CERTIFICATE FOR BUILDING CITY OF SANFORD DON FLORIAN SPRINKLERED COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS NORTH AMERICAN PROPERTIES -ATLANTA DEPARTMENT: 300 N. PARK AVENUE REQUIRED. 1080 HOLCOMB BRIDGE ROAD ALLOWABLE HEIGHT: 2 STORIES - 55' BUILDING 200, SUITE 150 SANFORD, FL 32772 TEL: (407) 330-5657 3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND ROSWELL, GA 30075 FAX: ACTUAL HEIGHT: ONE STORY - VARIES (35'-0" MAX.) COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT TEL (770) 645-6566 FAX (770) 643-9540 PERSONNEL. PHILLIPS JOB NUMBER FIRE SANFORD FIRE DEPARTMENT TIM ROBLES ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) 4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY 0208616 DEPARTMENT: FIRE PREVENTION DIVISION OCCUPANT SEPARATION: N/A POWER, LIGHT, AND TELEPHONE IN ACCORDANCE WITH ISSUE DATE THE LANDLORD'S REQUIREMENTS. GENERAL 05/14/04 P.O. BOX 1788 TEL: (407) 302-2520 li CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE DRAWN BY/CHECKED BY SANFORD, FL 32771 FAX: 302-2526 TENANT SEPARATION: 1 HOUR (407 ) COMPLETION OF WORK OR AS REQUIRED. EXITS REQUIRED: 2 HOUR 5. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL DRAWING TITLE JLs/DEB SITE THE BRIAR CORPORATION BOB HARRELL EXITS PROVIDED: 2 HOUR TIMES, ALL APPROVED DRAWINGS INCLUDING ALL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 REVISIONS AND ADDENDA. LAKE MON ROE, FL 32747 FAX TRAVEL DISTANCE: 6. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK INA COVER SPRINKLERED: 75'-0" NEAT AND PROFESSIONAL MANNER. MAx SHEET SHE ENBE REVISION # 38 SUMMARY 38 AR A. SHEET ADDED =0■ 9000 ' '. _j__' SUITE '00 GEORGIA 30328 1 WHITE BOX FLOOR PLAN q-1.1 SCALE: 118"=1'-0" r!�°°a 2 REFLECTED CEILING PLAN A1.1 SCALE: 118"=1'-0" 3 NOT USED A 1.1 SCALE: 1/4"=1'-0" HELVETICA MEDIUI WHITE VINYL ADHI LETTERS 4" HIGH AIr1TC- EACH DOOR SHALL BE LABELED WITH RESPECTIVE SHOP NUMBERS (TYP. AT ALL REAR DOORS.) NORTH (D NORTH (D NOT USED SCALE: 1l4"=1'-0" I R3 PLANET SMOOTHIE SUITE 1617 1,410 SF FFE 56.50' U-2 CC -1 GS -1 I NO WORK REQUIRED IN THIS AREA 5 NOT USED A-1.1 SCALE: 114"=1'-V F DOOR 1617 7 REARD DOOR DETAIL $ FRONT DOOR DETAIL s NOT USED A-1.1 SCALE: 1/4"=1'-0" A_11 SCALE: 1/4"=1'-0" q_11 SCALE: 1/4"=1'-0" 6 NOT USED A-1.1 SCALE: 114"=1'-0" WALL TYPES B1 3-5/8",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. 62 1" METAL FURRING CHANNELS @ 24" O.C. W/ 1" RIGID INSULATION (R-5 MIN) AND 1/2" GYP. BOARD OVER TILT -UP PANEL. B3 6", 25 GAUGE METAL STUDS @ 16" O.C. WITH BATT INSULATION (R-11 MIN) AND (2) LAYERS OF 5/8" TYPE'X' 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 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'X' (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"0.0 WITH BATT INSULATION AND 5/8", TYPE 'X' (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 x KEY MATERIAL MANUFACTURER SPECIFICATIONS W-1 GYPSUM BOARD - TAPED, FLOATED, SANDED AND READY FOR PAINT z U-2 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT 3 REMARKS DESCRIPTION PROVIDED BY INSTALL G.C. x CC -1 UNSEALED CONCRETE - BROOM CLEAN MATERIAL ORD " MARK c C. O wN L.K. G.C. O IF NEW IS REQUIRED, PROVIDE: T-0" X T-0" TEMPERED GLASS, ACTH CEILING TILEIGRID ARMSTRONG MINA BOARD CORTEGA2x4 CEILING TILE 17300 SERIES: WHITE ALUM. GS -1 EXPOSED STRUCTURE NO FINISH tY MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 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 INSTALL DOOR FRAME REMARKS DESCRIPTION PROVIDED BY INSTALL G.C. SIZE (W x H x T) MATERIAL MATERIAL ORD " MARK c C. O wN L.K. G.C. O IF NEW IS REQUIRED, PROVIDE: T-0" X T-0" TEMPERED GLASS, ALUM.USED ALUM. AT MAIN ENTRANCE ONLY.. MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. STORE FRONT (SHELL SCOPE) O (2) T -O" X T-0" TEMPERED GLASS, ALUM.USED ALUM. AT MAIN ENTRANCE ONLY. MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 3 O✓ STORE FRONT 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. 4 (SHELL SCOPE) O V ✓ 3'-0"x T-0" HOLLOW CORE WOOD TO BE USED AT RESTROOM AND WOOD PAINTED OFFICE. O V T-0" X T-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'- O" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, ORAS 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 T 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" BATT 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 - 6.25 -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 DISCONNECT 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. REVISION # 38 SUMMARY A. SHEET ADDED PHILLIPS 111111i oft P A R T N E R S H I P Architecture - Interior Design - Planning R-- 770.3941616 1- 770.3941314 RF RE U�C�* A ANCHOR CONSULTANT SEAL REVISIONS # DATE DESCRIPTION A 10/18/04 SHOPS WHITE BOX This document is ® Phillipe Partnership. PC and is considered on Instrument 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 PLANET SMOOTHIE 1617 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 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 ALE/DEB DRAWING TITLE FLOOR PLAN, DETAILS, & SPECS r A38 A( Aml. 1 PROVIDED BY INSTALL MARK I GBc. DESCRIPTION OWNR 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. IF NEW IS REQUIRED, PROVIDE: CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 3 O✓ V/ 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. 4 V PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT 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'- O" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, ORAS 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 T 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" BATT 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 - 6.25 -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 DISCONNECT 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. REVISION # 38 SUMMARY A. SHEET ADDED PHILLIPS 111111i oft P A R T N E R S H I P Architecture - Interior Design - Planning R-- 770.3941616 1- 770.3941314 RF RE U�C�* A ANCHOR CONSULTANT SEAL REVISIONS # DATE DESCRIPTION A 10/18/04 SHOPS WHITE BOX This document is ® Phillipe Partnership. PC and is considered on Instrument 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 PLANET SMOOTHIE 1617 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 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 ALE/DEB DRAWING TITLE FLOOR PLAN, DETAILS, & SPECS r A38 A( Aml. 1 H.V.A.C. GENERAL NOTES 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 VOLTAGES 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), CERTAINTEED "TOUGHGARD" OR EQUAL BY KNAUF OR JOHNS -MANVILLE, PRODUCTS BY OWENS-CORNING 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 MEMBER OF THE AABC OR NEBB. REPORT SHALL INCLUDE THE FOLLOWING TEMPERATURE READINGS, IN ADDITION TO AIR FLOWS: AIR LEAVING DIFFUSERS, AIR LAVING 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 i" PLUS CASING SP D = PIPE DIAMETER TO NEAREST GUTTER L 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 NOT TO SCALE 0 I T t' F EF TYP. 1 � RTU C 4 C ........:... 275 275 ii 011; J '=' 4X 14 18X14 18X12 2 gran f FAN AND VENTILATOR SCHEDULE FINAL AIR DISTRIBUTION DEVICE INSTLLATION AND CONNECTIONS BY TENANT. COOR. W/ARCH. C C C 275 275 300 14X12 SHELL FLOOR PLAN - H.V.A.C. SCALE: 1/8" = 1'-0" TAG TYPE CFM S.P. DRIVE WOTO MOTMAX. DUTY MODEL REMARKS RPM EF -1 CABINET CENTRIFUGAL 85 I 0..25" DIRECT 50 1200 EXHAUST PENN ZEPHYRETTE ZT 1 1, 2,3,4,5 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. 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 TRUNK DUCT-/ NYLON TIES PACKAGED ROOFTOP H.V.A.C. AIR DISTRIBUTION SCHEDULE -7-MATERIAL TAG MODEL SIZE NOMINAL MODEL NO. NECK DAMPER FINISH DUTY SENSIBLE A B TITUS PAS { TITUS PAS 24X24 ...y... j 24X24 ........................................... 6"0 8" 0 YES 1 I............... YES MANUF. STD WHITE .............................................................. ... MANUF. STD WHITE SUPPLY SUPPLY STEEL >... STEEL C TITUS PAS 24X24 ELECTRIC 10"o� YES - MANUF. STD WHITE SUPPLY -- STEEL D TITUS PAS 24X24 (MBH) 12"0 YES MANUF. STD WHITE SUPPLY STEEL E TITUS PAS 24X24 i 14"0 YES 3 MANUF. STD WHITE SUPPLY STEEL F TITUS 50F COORDINATE MOUNTING SELECTIONS BASED ON 24X24 FRAME REQUIREMENTS WITH EQUIPMENT MANUFACTURED --- NO j MANUF. STD WHITE RETURN ARCHITECTURAL REFLECTED CEILING PLANS. BY TITUS. EQUAL PRODUCTS BY KRUEGER, METAL-AIRE. ALUMINUM 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 TRUNK DUCT-/ NYLON TIES 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 50TME004 1200 1.0' 1600 1.0" 25% _ 25% 1 1-1/2 36.6 50.5 26.0 35.6 10.0 SEER 10.0 SEER 12.3 15.8 485 LBS. 495 LBS. 1-8 1-8 RTU -4 4 CARRIER 50TME005 RTU -5 5 CARRIER 50TME006 2000 1.0" 25% 2 60.9 45.3 :10.0 SEER 15.8 515 LBS. 1-8 RTU -6 i 6-1/2 CARRIER 50TME007 E 2400 I 1.0" 25% 3 76.2 56.8 10.3 EER 15.8 635 LBS. 1-8 NOTE: COOLING CAPACITIES ARE BASED ON 95F DB AMBIENT, 80-F DB/^&'F WB EAT. ACCESSORIES: 1. PREFABRICATED FULL- PERIMETER ROOF CURB, 14 INCH HIGH (COORDINATE SLOPE WITH ARCHITECTURAL) 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 INTERIOR LINER INTAKE/ECONOMIZERDISCHARGE TAKE/ECOTDOOR NOMIZER HOOD (WHERE APPLICABLE) DISCONNECT (SEE PRE -INSULATED FLEXIBLE DUCTWORK. SEE ELECTRICAL DWGS.) SPECIFICATIONS. LENGTH NOT TO EXCEED 4'-0". PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF KINKS & SAGS. 4 ❑ ---- --- SPIN-IN FITTING - WITH DAMPER & SCOOP FOR SUSPENDED CEILING. SUPPLY DIFFUSER OR SUPPLY AIR APPLICATIONS, SEE ARCH. PLANS RETURN AIR GRILLE PLAIN SPIN -COLLAR FOR FOR TYPE. RETURN APPLICATIONS RUN -OUT CONNECTION DETAIL NOT TO SCALE PREFABRICATED ROOF CURB - BAROMETRIC RELIEF HOOD (WHERE APPLICABLE) 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. CONDENSATE DRAIN TO BE ROUTED ON ROOF TO NEAREST ROOF DRAIN UNLESS NOTED OTHERWISE ROOF DECK ROOFTOP AIR CONDITIONER DETAIL NOT TO SCALE PHILLIP S P A R T N E R S H I P Architecture - Interior Design • Planning 770.3941616 Rx 770.3941314 RF RE K J 1 AL C D E F G H C =ANCHOR EB CONSULTANT nJordan 6 Skala Engineers, Inc. [71Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 F L cl jseOjordanskala.com COPYRIGHT m 2004 JORDAN & SKALA ENGINEERS INC. SEAL i"t Pk \U REVISIONS # DATE DESCRIPTION This document is p 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 be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PLANET SMOOTHIE 1617 W.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 DRAWN BY/CHECKED BY 10/18/04 DRAWING TITLE MLW/GMS SHELL FLOOR PLAN H.V.A.C. SHEET NUMBER M 1 ■ 9004 •_t PARK WEST GEORGIASUITE 411 30328 1. 2. 3. 4. 5. 6. 7. 8. 9. 4" Ln 2 u 1114111 PLUMBING NOTES 3/4" VALVED CW CONN. FOR FUTURE TENANT USE REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2001 FLORIDA PLUMBING CODE WITH ALL APPLICABLE LOCAL CODE AND ORDINANCES. 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. 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. 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. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0" FROM ACCESS PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 10. 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. PLUMBING MATERIALS 1. COLD 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. 2. SANITARY WASTE PIPING BELOW GROUND SHALL BE CAST-IRON WITH PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS. 3. ALL ABOVE GRADE 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 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. P11 ��MOOTH 11E I U IF 617 SYMBOL ABBREVIATION DESCRIPTION A/C `011 ... A/F �`U ' AFF E"" 5 6 5 : hh. AFG .W.v \' B/F WHITE BOX FLOOR PLAN SCALE. 1/4" = 1'-0" 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 FCO FLOOR CLEANOUT —flo-- GV GATE/BALL VALVE __S__ S,W SOIL, WASTE PIPING (BELOW GROUND) DRAINAGE 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 FIG. 4420 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" THICK STEEL BAR STOCK. WCO-WALL CLEANOUT - FINISHED AREAS JAY R. SMITH FIG. 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. REVISION # 38 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning 770.3941616 Fu 770.3941314 RF RE K J I L E F G H C EA: ANCHOR g C D CONSULTANT Jordan & Skala Engineers, Inc. E3Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 17 EMAIL jse0jordanskala.com COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS W. SEAL `U J `O REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX This document is Q 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 be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PLANET SMOOTHIE 1617 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT n3: 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 DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE JMW/RWF WHITE BOX FLOOR PLAN - PLUMBING SHEET ®' Pi ■ 7 7 GEORGIA ELECTRICAL SPECIFICATIONS I. 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". II. 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, ANSIC-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. III. 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 NO. 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 (900C.) 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. 0. 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. PANEL LE4J, XB EA, -" W5 n7 E (I"h_ WHITE BOX FLOOR PLAN SCALE: 1/4" = 1'-0" 0 PROVIDE LOCK -ON DEVICE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION PANELBOARD SCHEDULE - LE4 NOTES A MAINS: 225A MLO VOLTAGE: 208/120 4-F32T8/SP35 I PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE I AIC: 10,000 1 NOTES:. LE4-8 CKT TRIP # POLE DESCRIPTION COLUMBIA LTG RCP LOAD(KVA) MTR A/C HTG KIT MISC PHASE A B C LOAD(KVA) MISC KIT HTG A/C MTR RCP LTG TRIP DESCRIPTION POLE CKT # 1 20/1 RECEPT-TELEP. BKBD 1.0 i i 4 4 I 3 0.5 1.0 LIGHTS 20/1 2 3 20/1 RECEPTS. 0.6 1.05 LIGHTS 20/1 4 5 20/1 RECEPTS. 1.0 0.5 NIGHT EMERGENCY LIGHTS 20/1 6 7 20/1 RECEPTS. 0.8 1.5 WATER HEATER EWH-1 20/1 8 9 20/1 RECEPT-SHOW WINDOW 0.4 SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACESPACE . . . . . . . . . . . . . . 16 17 SPACESPACE . . . . . . . . . . . . . . 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 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 LOJ 3.8 1 1.8 10.0 11569, 0.0 0.0 0.0 10.0 11.5 10.0 10.5 0.0 2.6 TOTAL CONNECTED LOAD: 26.1 LITHONIA RECEPTACLES: 3.8 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 26.1 COMBINATION EXIT/EMERGENCY, MOTORS: L.E.D. 2.3 XB PHASE A 10.7 89.2 WITH CENTER OF FIXTURE PRESCOLITE A/C: 12" ABOVE DOOR FRAME. 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 KVA AMPS MISCELLANEOUS: 0.0 MIN. PANEL AMPACITY: 74.1 771 0 PROVIDE LOCK -ON DEVICE 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. INCLUDED W/UNIT TROFFER, WITH ELECTRONIC BALLAST, GRID METALUX 120V/10 LE4-8 2#12,1#12G -1/2"C. TYPE. COLUMBIA EF -1 120V/10 CKT. W/LTS. 2#12,1#12G -1/2"C. DAYBRITE IN CEILING CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN. O7 LITHONIA FINAL INSTALLATION OF LIGHTING SHALL BE BY TENANT. LIGHT FIXTURES SHALL BE LEFT B 2', 2 -LAMP WALL MTD FIXTURE WITH LIGHTOLIER LSW2217-120-SO OR EQUAL BY 2417T8/SP35 120V. ACRYLIC LENS, ELECTRONIC BALLAST. METALUX COLUMBIA DAYBRITE 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 LE4-37 3#4,1#8G -1"C. INCLUDED W/UNIT ON ROOF EWH-1 120V/10 LE4-8 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 CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN. O7 ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONDUIT WIRE AND BOXES FOR LIGHTING. FINAL INSTALLATION OF LIGHTING SHALL BE BY TENANT. LIGHT FIXTURES SHALL BE LEFT BOXED AND STACKED ON FLOOR FOR FUTURE INSTALLATION. COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO BEGINNING WORK. C F --...............__......_...._.............................. Af-190111: ! € ��I U 15 * a-117 SUITE 1 617 - ELECTRICAL KEY NOTES: 01 O 24" X 24" X 3/4" PAINTED PLYWOOD TELEPHONE BACKBOARD. EXTEND 1" EMPTY CONDUIT TO LANDLORD'S TELEPHONE CABINET. O2 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. O3 DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING TILE ABOVE SHOW WINDOW. O4 ROOF MOUNTED GFI RECEPTACLE PROVIDED WITH ROOF TOP MECHANICAL UNIT. ELECTRICAL CONTRACTOR SHALL EXTEND TO CIRCUIT NOTED IN TENANT PANEL. O5 NUMBER ADJACENT TO DEVICE OR FIXTURE DENOTES CIRCUIT BREAKER DEVICE OR FIXTURE IS SERVED FROM IN TENANT PANEL. O6 FIXTURE NOTED WITH "NL" SHALL BE A NIGHTLIGHT THAT OPERATES 24 HRS., CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN. O7 ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONDUIT WIRE AND BOXES FOR LIGHTING. FINAL INSTALLATION OF LIGHTING SHALL BE BY TENANT. LIGHT FIXTURES SHALL BE LEFT BOXED AND STACKED ON FLOOR FOR FUTURE INSTALLATION. COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO BEGINNING WORK. REVISION # 34 SUMMARY A. ADDED SHEET PHILLIPS 000011111111110 M P A R T N E R S H I P Architecture • Interior Design • Planning m- 770.3941616 Rx 770.3941314 RF RE K J I A ANCHOR B L C D E F G H C CONSULTANT a Jordan & Skala Engineers, Inc. C3Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (7701447-5547 FAX (770)448-0262 L• jseOjordanskala.com COPYRIGHT © 2004 JORDAN & SKAIA ENGINEERS INC. SEAL ki 1 Nz 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 be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PLANET SMOOTHIE 1617 W.P. BALL BOULEVARD PROJ ECT 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 DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE AWO/CCJ SHELL ��.:.4, •••` FLOOR PLAN - ELECTRICAL SHEET NUMBER