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HomeMy WebLinkAbout2171 Wp Ball Blvd 05-426 (int remodel)n+ rtmpd4 CITY OF SANFORD PERMIT APPLICATION Permit#:©sr A Date: to•Z'1-04 Sob Address: Z 1 tADP Description of Work: f L , J r+'ct2u t2 CR SPG-VJ2M1 Cnk4l ©P Q, Historic District: Zoning: Value of Work: S Co A 1. R9 2-00 . — Permit Type: Building_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm 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 X Industrial Total Square Footage: k1,'1b4 Construction Type: ( # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than K) 32 q-3a -Sol - 00M - omlo Parcel #: 3G.' -30 `Scoo M30 - o r r w r (Attach Proof of Ownership & Legal Description) ( C Owneerrs Name & Addddre`ss::.iJaP SifiMl . 01AU-Pe .ACk U-L . %0 iA ou me. BkltkE / ky- ( i00,t Z-*W(G s0 t ROSWPI .. M 30D-710 Phone: :7-IO GAS 6S66 Contractor Name &Address: 30 Q State License u e Phone & Fax:7 O-S - 1D blii—Z13 Contact Person: t P ne: Bonding Company: Y Address: - _ Mortgage Lender: tJ / +IF' Address:# ` .• « PN LU PS i4r1. N tLSK ' 1 ` - I I b ` Architect/ Engineer: r: Ph Address: ` MCU.1LA- ML 1 1 OA Q F ' t' Application is hereby made to obtain a permit to do the work and installations as indicated. I certi or insta i h Jm e r to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jun'sc]iction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of Mwit is verification that I wil the owner of the property of the requirem s f Florid ie aw, FS 713. c - t Ll S' or fOwner/Agent Date Signat of ractgr/AA Date Et- P-.`l PAPti 55`-' A Owner/ Agent's Na Printn6ractor/Agent's Nam o. , oy-- Sign of No State of Florida Date Signa re of Notary -State of Florida VV lcr; q Owner/ Agent is Personally Known to Me or Contr to t i ytiY t ndll 1o" tcrNe or Produced ID 4 d s: / APPLICATIONAPPROVEDBY: Bldg. Zoning: gA( h • jl .o Y ditieFD Initial & Date) ( Initial & Date) (Initial & ate) (Initial: Da ) Special Conditions: " ` 1 ABBREVIATIONS AFF above finished floor FD floor drain NTS not to scale ACOUS acoustical FT foot/feet OC on center (s) ALT alternate FTG footing OPG opening ALUM aluminum FND foundation OPP opposite A.B. anchor bolt GA gage, gauge OD outside diameter ANOD anodized GALV galvanized OH overhead ARCH architect (ural) GL glass, glazing PNL panel BRG brearing GC general contract (or) PART partition BIT bituminous GB grab bar PLA. LAM. plastic laminate BLK block GYP. BD. gypsum board PLT plate BLKG blocking HCP handicap QT quarry tile BS both sides HVAC heating/ ventilation/ RAD radius BOT bottom air conditioning RA return air B/ bottom of HT height REV revise (s), (ion) specify material) HC hollow core RD roof drain BRK brick HM hollow metal RO rough opening BLDG building HORIZ horizontal SCHED schedule CLG ceiling HB hose bibb SECT section CT ceramic tile INCL include (d), (ing) SIM similar CLR clear (ance) ID inside diameter SC solid coreCOLcolumnINSULinsulate (d), (ing) SPEC specification (s) CONIC conCrete INT interior SQCMUconcretemasonryunitINVinvertSTL square steelCONSTconstructionJCjanitor's closet STRUC structuralCONTRcontrac (or) LAM laminate SUSP suspendedC.J. control joint LAV lavatory T/ top ofCONTcontinuousLHlefthandspecify material) DIAM diameter MFR manufacture (er) TYP typical DIM DS dimension downspout MAS masonry VB vapor barrier DWG drawings MO MAT masonry opening material (s) VCT vinyl composite tile DF drinking fountain MECH mechanical VERT WC vertical water closet ELEC electric MET metal WWF welded wire fabricELEVelevationMINminimumWOwithoutEQequalMISCmiscellaneousWDwood EXIST existing NOM nominal WH water heaterEXTexteriorNICnotincontract OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE 1080 HOLCOMB BRIDGE ROAD BLDG. 200 SUITE 150 TEL: (770) 643-6566 ROSWELL, GA 30075 FAX: (770) 643-9540 ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH 9000 CENTRAL PARK WEST DWIGHT BAILEY SUITE 400 TEL: (770) 394-1616 ATLANTA, GA 30328 FAX: (770) 394-1314 CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN 3660 MAGUIRE BLVD. SUITE 200 TEL: (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD SUITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 ELECTRICAL: JORDAN & SKALA TONY OWEN 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ' ATLANTA, GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD BUILDING 400 TEL: (770) 522-9270 ATLANTA, GA 30350 FAX: (770) 522-9273 BUILDING CITY OF SANFORD DON FLORIAN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: FIRE CITY OF SANFORD TIM ROBLES DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 302-2520 FAX: (407) 302-2526 SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX Facto THE MARKETPLACE AT SEMINOLE TOWNS CENTER LOCATION: PROJECT ADDRESS: SITE ZONING: BUILDING SET BACKS: WIND SPEED: SIESMIC ZONE: APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) LIFE SAFETY CODE (NFPA 101) NATIONAL ELECTRIC CODE (NEC) INTERNATIONAL GAS VOLUME (IGV) INTERNATIONAL MECHANICAL VOLUME (IMV) INTERNATIONAL PLUMBING VOLUME (IPV) OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: ALLOWABLE HEIGHT: ACTUAL HEIGHT: ALLOWABLE AREA: OCCUPANT SEPARATION: TENANT SEPARATION: EXITS REQUIRED: EXITS PROVIDED: TRAVEL DISTANCE: SPRINKLERED: GRAND ENTRANCE 7620 J RICKENBACKER DRIVE GAITHERSBURG, MD 20879 PHONE: (888)424-6287 WESTWINDS CORP. (NATIONAL ACCOUNT) AVON LAKE, OHIO PHONE: (800)783-8590 Ili SANFORD, FLORIDA A DEVELOPMENT FOR NORTH AMERICAN PROPERTIES 1080 HOLCOMB BRIDGE BUILDING CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 2171 W.P. BALL BOULEBARD SANFORD, FLORIDA 32771 PD FRONT: 25'-0" REAR: 20'-0" SIDE: 10'-0" 110 MPH REFER TO STRUCTURAL DRAWINGS 2001 EDITION 2000 EDITION 2002 EDITION 2000 EDITION 2000 EDITION 2000 EDITION MERCANTILE TYPE IV UNPROTECTED SPRINKLERED 2 STORIES - 55' ONE STORY - VARIES (36-0" MAX.) UNLIMITED (FBC 503.4.1) N/A 1 HOUR 2 2 200'-0" MAX. MARLITE CORPORATION (NATIONAL ACCOUNT) NATIONAL HEADQUARTERS DOVER, OHIO PHONE: (330)364-7561 ACCENT INDUSTRIES KENOSHA, WI 53144 PHONE: (800)545-1144 CONTACT: MR. TIM LAVIN ext 227 CHASE DOORS PHONE: (800)543-4455 ROSWELL, 770 Saint Johm Ricer Estate Astor Fartos Bog o i Iderene PaArk La":Sy l+ran r w_flson;Co'rher arkham` _._ Paola` Me or a] rk Sawyer Laktg : 5 , + lAl ss Dawsoi Latice txlaTletta µ' 02004 NlaDOWSt.00m. Inc.: 02004 NAVTEC 200, SUITE GA 30075 645-6656 USE AREA (S.F.) SQ. FT. PER PERSON OCCUPANT LOAD SALES 10,246 30 342 BUSINESS 563 100 6 STOCK ROOM 895 300 3 TOTAL OCCUPANCY 11,704 351 UNITS OF EGRESS REQUIRED (0.20" x 351 PEOPLE) 70.20 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 68 INCHES MEANS OF EGRESS AT REAR (PROVIDED) (2x34) = 68 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 136 INCHES 6h NOV 1 4 AT ANTA 150 SYMJD LS 11.0 FACE OF STRUCTURE CENTERLINE OF COLUMN 24 NOTE TAG REFERENCING GENERAL NOTES ON PLANS O DOOR NUMBER, SEE DOOR SCHEDULE 3 ELEVATION MARK A-4.1 4 A-6.2 I ENLARGED PLAN I DETAIL MARK 1 SECTION MARK A-5.4 -SIM' - SIMILAR OH'- OPPOSITE HAND 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 COMPLETION 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. PLANS ' EVIE QED CITY OF SANFORD REV 111" WE Y' A= Sanfor Fire gerenti-on Div. Date: (6(,/ PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phwe 770.3943616 F- 770.394.1314 CONSULTANT SEAL RF p K J e BEF GH REVISIONS DATE DESCRIPTION 10/ 26/04 ADD FCPO & SHOP'U A W I N G D iu I\ Pi X ARCHITECTURAL IA- 1.0 COVER SHEET IA- 1.1 FLOOR PLAN IA- 1.2 ENLARGED PLANS & MISCELLANEOUS DETAILS _ IA- 1.3 FIXTURE PLAN IA- 1.4 FLOOR COVERING PLAN IA- 2.1 ROOF PLAN IA- 3.1 REFLECTED CEILING PLAN This document is ® Phillips 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. IA-3.2 SIDE WALK, CANOPY & RCP PLAN This document may not be reproduced without the prior written consent of Phillips Partnership, PC. IA- 4.1 EXTERIOR ELEVATIONS TENANT IA- 5.1 CANOPY SECTIONS IA- 5.2 WALL SECTIONS Factory IA- 5.3 WALL SECTIONS Card' IA- 6.1 ENLARGED DETAILS Zak u'tbe'It IA- 7.1 SCHEDULES & MISCELLANEOUS DETAILS 2171 W.P. BALL BOULEVARD STRUCTURAL IS- 1.0 GENERAL NOTES, FOOTING SCHEDULE, RTU DETAILS PROJECT IS- 2.1 FOUNDATION PLAN IS- 3.1 ROOF FRAMING PLAN THE MARKETPLACE IS-4.1 FOUNDATION AND PANEL SECTIONS AND DETAILS IS- 4.2 FOUNDATION AND PANEL SECTIONS AND DETAILS AT SEMINOLE TOWNE CENTER IS- 5.1 FRAMING SECTIONS IS- 5.2 CANOPY FRAMING SECTIONS IS- 5.3 CANOPY SECTIONS IS- 5.4 CANOPY SECTIONS 0 IS- 6.1 PANEL ELEVATIONS SANFORD, FLORIDA CLIENT MECHANICAL IM- 0.1 HVAC SCHEDULES, NOTES & DETAILS IM- 1.1 HVAC FLOOR PLAN PLUMBING NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA IP-0.1 LEGENDS, NOTES & SCHEDULES 1080 HOLCOMB BRIDGE ROAD IP- 1.1 FLOOR PLAN- PLUMBING BUILDING 200, SUITE 150 ROSWELL, GA 30075 IP- 1.2 ENLARGED PLAN & ISOMETRICS TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPSJOB NUMBER 0208616 ISSUE DATE ELECTRICAL DRAWN BY/CHECKED BY 05/ 14/04 DEB IE- 0.1 ELECTRICAL SYMBOLS, SCHEDULES, NOTES & SPECIFICATIONS DRAWING TITLE IE- 1.1 FLOOR PLAN- LIGHTING COVER IE-1.2 FLOOR PLAN- POWER IE- 2.1 ELECTRICAL RISER DIAGRAM & PANEL SCHEDULES SHEET ' SHEET ER A REVISION # 35 SUMMARY ® , A. ADDED SHEET ., OVERALL STRUCTURAL T 4 1 3 I 8'-5 518" 50'-0" 80'r0" IA-4.1 ARCHITECTURAL LLJ o 4 6 1 i5 -0 15'-3" c 13 ' ` 1 IA 6.1 IA41 1320 r7777 ; SS 54.60+ ADJACENT TENANT eT o I D.B.E. 19'-4" F.+ ' 54. 0 + + D.B.E.D. B. E. 16'-5 % I. + A. F. - - i ' o - 132 \ \ \ 1 _ CW3 W3 W3 6" MTL. STUDS Q 16" O.0 W/ I W5 W5 BATT INSULATION (R-11 MIN.) W1 i 10 i i 4 & 5/8" EA. SIDE- 1 HR. RATED 3 c ' P. I DESIGN (UL U419) 3 kk CORNER P-1 I 4 VV3 IA-5.3 1 2 GUARDS IA-1.3 PT- T IA-5.3 w + 54.6000O ; a =- O CORNER GUARDS 2 4111 p CART RAILING/CORRAL SUPPLIED BY TENANT; INSTALLED BY CONTRACTOR 25 54.27 a 12 AFTER FLOOR COVERING O \ 27 10' X 10' O , 0 W3 TYP 0 \ p A CONC. PAD 2'-2" i s 2 UNIT HEATER ABOVE, CD \ \ SUSPENDED FROM i i F_ - - - W ( ) A W STRUCTURE. i =_ i I RTU4 FDC RECEIVING i i 171 F F AREA i i L _ IL I IL _IJ 54.80 2 TYP. 3 ' CD O i W4 I 1400 INSTALLATION (ANCHORED INTO CONCRETE). VERIFY EXACT LOCATION - - -0 1 WITH TENANT. v A-5.2 A-] I RTU-2 I / \ I I F_1 c J I O 1 16 I I IA5.1 24 1 II 1 1 VI 23 1 QV 1 1"I CO 1 VESTIBULE 1 1 5 1i=1 4 7 20 W3 I R' i i O i 17 IY54.30 1 I 19 i. i 1 O 1 SALES AREA 0w -iii-L-- T i 34 (10,246 S.F) Cl)m 6 W3 i TYP. r U i3i °° 00 coEM 1 w --- W5 - LLI 3 ( CORNER i t i KNEE WALL GATE SUPPLIED BY TENANT; 5 = y GUARDS i INSTALLED BY CONTRACTOR AFTER 1115 ' 19 I 0 To FLOOR COVERING INSTALLATION ANCHORED INTO CONCRETE). VERIFY 2I1ALLCOLUMNSTOBEGYP. BD. - - - - EXACT LOCATION WITH TENANT. 1 1 \ BREAK r I IA-1.2 ENCLOSED. SAND, PRIME, & PAINT. - - - - - - W2 IA-5.1 IA4.1 IA•5.3 TYP. AREA I i PROVIDE 4-0 H SURFACE MOUNTED - - - - - 29 I VINYL CORNER GUARDS. ci A 1 1I ____ ____ 54.35 1 TABLE TU-5 I 1 r SUPPLIED Y TENANT ` HELIUM ISTRIBUTION 1 11 I RTU I I RTU-1 I SYSTEM. iSEE 3/I 1.3 co 1 \ 27 c4 ... I 71 7 1 t- ' I I iv 11 18'-7 5/8" 9 TYP. T I 1 _ IL IL J - IG IL JJ cn CONC. DUMPSTER PAD \ L--J _ 11 N SCREEN WALL- SEE MEN'S SHEET A-7.3 FOR 1 TOILET ADD'L. INFORMATION. BAR JOISTS1ANITOR'0 1 Q W3qT 9 CLOSET 1 10 1 1= DOOR B ZZER. DUMPSTER \ c%) 1 11 1 CORNER GUARDS m i I SEE SHEET IE-1. LOCATION IN3 1" Z FURRING CHANNELS @ 24" O.C. W5.21 20 OM N S ; 1 v 0 W/ RIGID INSUL. (R-5 MIN) & %- GYP. BD 7u 1 TOILET ti - FULL HEIGHT - TYP. ALL WALLS. m N 13 IA-6A 2 0 15'-2 O W6 I m 54.17 + w-- ----- 0"I ADJACENT TENANT _ 4-0" 22'-0" 10 TYP. 3 W3 W4 W3 W2 i QJ U ' aCA" 1 PRE -FABRICATED OFFICE Z A-5.2 1 FLOOR PLAN IA-1.1 SCALE: 1/8"=1'-0" N ~ 4 ENCLOSURE BY ACCENT w w IA4.1 INDUSTRIES. ASSEMBLE 0- 1— AFTER TILE INSTALLATION _ U a 0 N is N GENERAL NOTES 1. CONTRACTOR'S WORK SHALL COMPLY WITH ALL GOVERNING FEDERAL, STATE, AND LOCAL LAWS, STATUTES, ORDINANCES, REGULATORY CODES AND INSURANCE RATING BOARDS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND A CERTIFICATE OF OCCUPANCY FOR THE WORK PERFORMED BY THE CONTRACTOR. 3. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD, USEABLE CONDITION AT THE DATE OF COMPLETION. CONTRACTOR SHALL REQUIRE ANY PERSONS PERFORMING SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION THEREOF. CONTRACTOR SHALL ALSO REQUIRE ANY SUCH PERSONS TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ANY ADDITIONAL COST OF ANY AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSONS WHICH MAY BECOME DEFECTIVE WITHIN (1) ONE YEAR AFTER SUBSTANTIAL COMPLETION OF WORK. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL COST, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP WITH RESPECT TO LANDLORD'S WORK SHALL BE CONTAINED IN THE CONSTRUCTION CONTRACT OR SUBCONTRACT WHICH WILL BE WRITTEN SO THAT SUCH WARRANTIES OR GUARANTEES SHALL BE INSURED TO THE BENEFIT OF BOTH LANDLORD AND TENANT AS THEIR RESPECTIVE INTERESTS APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. 4. THE TENANT MUST BE NOTIFIED IMMEDIATELY OF ANY CONSTRUCTION PROBLEMS OR DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTINGS CONDITION PRIOR TO BEGINNING THE WORK. NO DEVIATION FROM WORKING DRAWINGS AND SPECIFICATIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF THE TENANT. 5. CONTRACTORS SHALL BE LICENSED AND BONDED TO PROVIDE SERVICES WITHIN THE COMMUNITY OF THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL ALSO INCLUDE ALL NECESSARY INSURANCE COVERAGE INDEMNIFY THE LANDLORD, TENANT, ARCHITECT AND AGENTS THEREOF FROM DAMAGES RESULTING FROM THE PERFORMANCE OF CONTRACTOR'S WORK. 6. ACCESSIBILITY STANDARDS, ALL INGRESS/EGRESS INTO THE LEASED PREMISES AND CONSTRUCTION OF ALL LEASEHOLD IMPROVEMENTS, SHALL COMPLY WITH ACCESSIBILITY STANDARDS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(ADA) AND ALL FEDERAL, STATE AND LOCAL LAWS, CODES AND ORDINANCES. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL BUILDING MATERIAL AND/OR CONSTRUCTION DEBRIS FROM THE SHOPPING CENTER. THE LANDLORD, TENANT, ARCHITECT AND AGENTS THEREOF SHALL ASSUME NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF HAZARDOUS MATERIALS OR ASBESTOS. CONTRACTOR TO NOTIFY THE TENANT IMMEDIATELY IF SUCH MATERIALS ARE DISCOVERED. THE LEASED AREA AND PREMISES AFFECTED BY NEW WORK SHALL BE TURNED OVER TO THE TENANT IN BROOM -CLEAN CONDITION, WITH FINAL PERMITS AND CERTIFICATE OF OCCUPANCY ISSUED AT PROJECT CLOSEOUT. 1320 SHELL PLAN KEYNOTES: 1. SANI IAKY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE -SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. NOT USED. 6• DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ ARCHITECT. 11. NEW 6" CURB - SEE CIVIL DWGS. 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 8'-0" LONG BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS & ROOF FRAMING PLANS. 23. STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE. HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPI CAL. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK - PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A 7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS. 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. 8. CONTRACTOR SHALL REMOVE ALL WALLS, DOORS, FLOOR COVERINGS, LIGHT FIXTURES, AUDIO EQUIPMENT AND OTHER EXISTING CONDITIONS AS REQUIRED FOR TENANTS FINISHED SURFACES. IN THE EVENT THAT TOILET ROOMS OR ANY PLUMBING RELATED FIXTURES NEED TO BE REMOVED, ALL PLUMBING MUST BE CAPPED AT FLOOR LEVEL, OR THE POINT OF ORIGIN, FLOOR TO BE PATCHED, LEVELED AND PREPARED FOR NEW FLOOR, OR WALL, FINISH. 9. ALL EXISTING MATERIALS AND EQUIPMENT PLANNED TO BE REUSED MUST BE OF A QUALITY LEVEL EQUAL TO NEW. REUSE OF ANY EXISTING IMPROVEMENTS WITHIN THE LEASED PREMISES WILL BE AT THE SOLE DISCRETION AND APPROVAL OF THE TENANT. CONTRACTOR TO VERIFY PROPER OPERATION OF ALL EQUIPMENT REUSED, 10. CONTRACTORS SHALL PROVIDE ALL MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION AND LABOR REQUIRED TO COMPLETE THE SCOPE OF WORK IDENTIFIED WITHIN THESE DRAWINGS. 11. PATCH ALL HOLES, GOUGES, ETC. IN GYP. BD. PARTITIONS AS REQUIRED. ALL GYP. BD. WALLS AND PARTITIONS SHALL BE TAPED, SANDED AND PAINTED. APPLY GYP. BD. TO ALL EXPOSED C.M.U. AND EXPOSED METAL STUDS. 12. CONTRACTORS TO VISIT SITE TO REVIEW EXISTING CONDITIONS AND SCOPE OF WORK PRIOR TO SUBMITTING BID. 13, ALL WORK SHALL HAVE A ONE YEAR WARRANTY FROM THE TIME OF PROJECT CLOSEOUT. 14. CONCRETE SLAB SHALL BE LEVELED AND PATCHED AS REQUIRED TO INSTALL NEW FLOOR FINISHES. 15. ALL FLOORS SHALL HAVE A CLASS 1 FSR. ALL WALLS, FINISHES AND CEILING SHALL HAVE A CLASS II FSR (MIN). 16. THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN A PHONE LINE TO THE DEMISED PREMISS DURING CONSTRUCTION. REVISION # 35 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning 770.3941616 770.3941314 RE K ET g G H R A ANCHOR C p E F CONSULTANT SEAL REVISIONS DATE DESCRIPTION 10/26/04 ADD FCPO 8 SHOP'D' This document is 0 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. fill rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT CComa tiet 2171 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMEMCAN 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 CO/DEB DRAWING TITLE FLOOR PLAN SH UMB -- 35 A l ) ENLARGED TOILET ROOMS / BREAK AREA SCALE: 3/8"=1'-0" PARTITION TYPES GENERAL NOTES 1. TAPE, 'MUD' AND SAND ALL GYP. BD. PARTITIONS. 2. PROVIDE CONTROL JOINTS AT 30'-0" O.C. MAX. 3. PROVIDE MOISTURE RESISTANT FOR INTERIOR SIDES IN MEN'S, WOMEN;S, JANITOR'S & BEHIND DRINKING FOUNTAINS. P-1 5/8" TYPE'X' GYP. BD. ON BOTH SIDES OF 4% METAL STUDS (18 GA.) @ 16" O.C. EXTEND PARTITION CONSTRUCTION TO UNDERSIDE OF ROOF DECK. P-2 5/8" GYP. BD. ON BOTH SIDES OF 3-5/8", METAL STUDS (22 GA.) @ 16" O.C. EXTEND PARTITION CONSTRUCTION TO 6" ABOVE CEILING. 5V GYP. BD. ON BOTH SIDES OF 34ff, METAL STUDS (22 GA.) @ 1(r O.C. EXTEND PARTITION P-3 CONSTRUCTION TO 8' ABOVE CEILING. PROVIDE SOUND ATTENUATION BLAMEM IN BETWEEN METAL STUDS, 5/8" GYP. BD. ONE SIDE OF 6" METAL STUDS (22 GA.) @ 16" O.C. EXTEND PARTITION P_4 CONSTRUCTION TO 6" ABOVE CEILING. PROVIDE SOUND ATTENUATION BLANKETS BETWEEN METAL STUDS. FOR SIMILAR CONDITION, PROVIDE 5/8" GYP. BD AT BOTH SIDES OF MTL. STUDS. 5/8" GYP. BD. ONE SIDE OF 3-5/8", METAL STUDS @ 16" O.C. WITH BATT INSTULATION P-5 BETWEEN METAL STUDS. EXTEND FURRING CONSTRUCTION TO 6" ABOVE CEILING. 4" METAL STUDS @ SIM. P-6 PREFINISHED METAL TOILET PARTITIONS, FLOOR MOUNTED OVERHEAD BRACED. COLOR: ROYAL BLUE. TOILET FIXTURE SCHEDULE NO. DESCRIPTION MOUNTING HEIGHT A MIRROR (18")39) BOTTOM @ 40" AFF. OB ELECTRIC HAND DRYER BOTTOM @ 37" AFF. C TOILET PAPER HOLDER BOTTOM @ 20" AFF. OD 42" GRAB BAR TOP @ 33" AFF. O36" GRAB BAR TOP @ 33" AFF. OURINAL LIP @ 17" AFF. OELECTRIC DRINKING FOUNTAIN SPOUT @ 36" AFF. (MAX). CLEARANCE OF 27" AFF. (MIN) H FEMININE NAPKIN DISPOSAL BOT @ 20" AFF JO BABY CHANGING STATION AS RECOMMENDED BY MANUFACTURER @JANITORS CLOSET SHELVING SHELVES @ 42" AFF, 54" AFF, 66" AFF & 78" AFF A,_n" a,_n" d,-n" 4'-0" a'_n" REMARKS WALL FINISH LEGEND W1 SLATWALL FROM FINISH FLOOR TO 8'-O" AFF. PAINT WALL FROM T-6" AFF TO CEILING. SLATWALL FROM FINISH FLOOR TO I V-0" AFF. PAINT WALL FROM 10'-W AFF TO CEILING. SEE 1/IA-1.3 PAINT FROM FINISH FLOOR TO UNDERSIDE OF CEILING W4 PAINT FROM V-0" AFF TO UNDERSIDE OF CEILING. W5 CONTINUOUS 2x4 WOOD BLOCKING. SURFACE MOUNT (2) TWO HORIZONTAL ROWS: CENTERLINE @ 27" AFF AND 75" AFF. O CONTINUOUS 1x4 WOOD BLOCKING. SURFACE MOUNT ONE HORIZONTAL ROW. CENTERLINE @ 80" AFF. PAINT TO MATCH WALL. STARTING AND ENDING *FROM CORNERS. CONTINUOUS 2x6 WOOD BLOCKING. SURFACE MOUNT (2) TWO HORIZONTAL ROWS: CENTERLINE @ 42" AFF AND 66" AFF. INSTALL EYELETS & CHAIN. OCONTINUOUS 2x6 WOOD BLOCKING. SURFACE MOUNT ONE HORIZONTAL ROW: CENTERLINE @ 42" AFF. INSTALL EYELETS & CHAIN. 10'-0" BRADLEY MODEL #781 OR EQUAL 14"D x 36"H x 3'-0"W WALL HUNG CABINETS WITH 3 WORLD DRYER -MODEL A SURFACE MOUNTED, PUSH ADJUSTABLE SHELVES BUTTON, COLOR: WHITE. COLOR: WHITE LAMINATED. PROVIDE WALL STOPS BRADLEY MODEL #252 OR EQUAL LAMINATED PLYWOOD APRON PROVIDE CONCEALED MOUNTING PROVIDE CONCEALED MOUNTING PROVIDE T-6"H x T-0"D URINAL SCREEN WITH POST PROVIDE HIGH -LOW FOUNTAINS IF REQUIRED BY CODE. BRADLEY MODEL #4772-15 OR EQUAL (1) FOR EACH STALL, WOMEN'S TOILET ONLY. KOALA BEAR KARE' HORIZONTAL MODEL KB-1111 10" DEEP WHITE LAMINATE AND BRACKETS. Z-0"D COUNTER WHITE FORMICA FINISH 2'4"W BASE CABINETS WITH (2) ADJUSTABLE SHELVES COLOR: WHITE LAMINATED. PROVIDE WALL STOPS 4" VINYL BASE 0 OPEN GARBAGE DISPOSAL. SEE PLUMBING NOTES ON SHEET IA-7.1 3'W BASE CABINETS WITH (2) ADJUSTABLE SHEL COLOR: WHITE LAMINATED. PROVIDE WALL STOI 2 COUNTER ELEVATION3/8„= 1'-0" CENTERLINE OF THE VESTIBULE. PHILLIPS P A R T N E R S H I P Architecture " Interior Design " Planning P'— 770.3941616 ` 770.3941314 RE ul K J RVA: ANCHOR g C D E F G H CONSULTANT SEAL REVISIONS DATE DESCRIPTION 10/26/04 ADD FCPO & SHOP'D' 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 Ca uatrsL i y Ie c 2171 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1* SANFORD, FLORIDA CLIENT NORTH AMEPWAN 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 CO/DEB DRAWING TITLE ENLARGED PLANS MISCELLANEOUS DETAILS REVISION # 35 SUMMARY A. ADDED SHEET 3 CART CORAL - NO SCALE SIDE VIEW 4 CART CORAL - T NO SCALE TOP V I E W S 1A=1 m2 A PAINT EXPOSED GYP. BD. SEE ROOM FINISH SCHED. B. CEILING EL. +12'-0" T/ SLATWALL EL. +11'-0" T/ FIN. FLOOR EL. +0'-0" SLATWALL CONSTRUCTION: (NO SUBSTITUTIONS) NOTE: MOUNT SLATWALL IN HORIZONTAL ORIENTATION. B. CEILING EL. +12'-0" T/ SLATWALL EL. +8'-0" INSTALL EDGE MOLDING- MARLITE DWMOLD A770 EDGE 8'. INSTALL MARLITE #DWMOLD A760 1/5 O/S CORNER 8' MILL FINISH MOLDING. INSERT ALUMINUM STRIP(#9101 INSERT) BETWEEN TOP SHEET AND BOTTOM SHEET OF SLATWALL- SUPPLIED BY MARLITE. INSTALL EDGE MOLDING- MARLITE W770 EDGE 121294), PAINT TO MATCH WALL. INSERT ALUMINUM STRIP(#9101 INSERT) BETWEEN TOP SHEET AND BOTTOM SHEET OF SLATWALL- SUPPLIED BY MARLITE. T/ FIN. FLOOR EL. +0'-0" SLATWALL "MARLITE" 4' X 8', 3" ON CENTER, BRITE WHITE #6703 W/#9101 INSERT. PANELS ARE INSTALLED WITH SELF -DRILLING #6 OR #7 BUGLE HEAD DRYWALL SCREWS. DISPLAWALL 6000 SERIES REQUIRES PRE -DRILLING OF HOLES FOR MOUNTING SCREWS, SPACING PER MANUFACTURER RECOMMENDATION. SLATWALL CONSTRUCTION: (NO SUBSTITUTIONS NOTE: SHELVING TO BE INSTALLED PER SHELVING MANUFACTURER'S INSTRUCTIONS 2" X 4"'S TO BE ATTACHED TO WALL- SCREWED INTO STUDS. MOUNTED AT CENTERLINE 27" AND 72" AFF. 4" KICKPLATE SCREW UPRIGHT INTO 2" X 4" WOOD STRIPS WOOD SIDE PANELS, TYP. METAL VERTICAL UPRIGHTS, TYP. 1: 1 /811 = 1' : SLATWALL DETAIL 1 2 NO SCALE: SHELVING DETAIL 8 7 6 9 10 11 6 FIXTURE PLAN IA-1.3 SCALE: 1/8 4-0" 3 2 1 a, 14 15 16 PREFABRICATED OFFICE ENCLOSURE MANUFACTURED BY ACCENT INDUSTRIES. ASSEMBLE AFTER TILE INSTALLATION. RUN TUBING IN VOID OF DEMISING WALL, SECURED ALONG BOTTOM CHORD OF JOIST ABOVE TO STOCKROOM. B/ CEILING 2"x6"x6'-0"L WOOD BLOCKING SECURED TO WALL. 0 V ftm OR two FIR VINEM0 io ih 00 T ELEV. AT TANKS ELEV. AT C HWRAP G.C. TO SUPPLY AND INSTALL EYELETS (8)0ANDLENGTHSOFCHAIN (4x24") W/ HASPS PROVIDE A 1-1/2" WHITE TO SECURE TANKS @ 12" O.C. GROMMET AT OPENING IN SLATWALL 3 NO SCALE: HELIUM DISTRIBUTION 2"x6"x8' WOOD BLOCKING SECURED TO WALL @ 3'6" CL AFF. SUPPLY & INSTALL EYELETS (3) AND LENGTHS OF CHAIN (2x72") @ 42" O.C. 4 NO SCALE: HELIUM TANK STORAGE HELIUM MANIFOLD SHALL BE ORDERED, RECEIVED AND INSTALLED BY G.C. PURCHASE SHALL BE BY FCO. SYSTEM REGULATOR HIGH PRESSURE GAUGE O 0 G.C. TO CONFIRM TYPE OF TUBING REQUIRED BY THE CODE OFFICIAL. BASE BID TO INCLUDE FLEXIBLE HOSE HELIUM LINE TO FRONT BALLOON COUNTER. SUPPLIED BY FCO AND INSTALLED BY THE G.C. 2"x6" BLOCKING. SEE 3/A3 L MASTER VALVE - HEADER BRACKET REQUIRED COMPONENTS: PART # FAC-3665 4 CYLINDER HELIUM MANIFOLD SYSTEM PART # RBS-150H 200' FLEXIBLE HOSE (RBS-200H IF 200' FEQ) THE HELIUM MANIFOLD AND HOSE SHALL BE ORDERED FROM: WEST W NDS 33672 PIN OAK PARKWAY AVON LAKE, OHIO 44012 PHONE: (800)783-8590 0 1 5 NO SCALE: HELIUM MANIFOLD PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning P` 770.3941616 ` 770.3943314 F_RF_1 p K Is J E F G H RA ANCHOR g C D CONSULTANT SEAL REVISIONS DATE DESCRIPTION A 10/26/04 ADD FCPO & SHOP 'D' 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 Ca "ry u!- t et ei 2171 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 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 DEB DRAWING TITLE FIXTURE PLAN REVISION # 35 SUMMARY A. ADDED SHEET SHEET NA"4BER IA0= A I 1 FLOOR COVERING PLAN IA 1.4 SCALE: 1/8"=1'-0" GENERAL FLOOR NOTES 1. ALL FINISHES TO BE PROVIDED BY THE GENERAL CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR(G.C.). AREAS OF LIMITATION ARE SHOWN FOR BIDDING ONLY. G.C. TO VERIFY DIMENSIONS IN FIELD PRIOR TO INSTALLING FLOOR FINISHES AND NOTIFY FACTORY CARD & PARTY OUTLET'S PROJECT REPRESENTATIVE OF ANY DIMENSIONAL DISCREPANCIES. PROVIDE 200 S.F. OF REPLACEMENT VCT FOR THE FILED TILE AND 10 S.F. FOR EACH ACCENT TILE. 2. ALL SUBSTRATES MUST BE PROPERLY PREPARED, MOISTURE & pH TEST TO BE PERFORMED. REPORT CONDITIONS CONTRARY TO REQUIREMENTS THAT WOULD PREVENT A PROPER INSTALLATION. 3. FLOOR TO BE SCRAPED, SANDED & SWEPT. ANY EXISTING ADHESIVE RESIDUE SHALL BE REMOVED SO THAT NO RIDGES ARE EVIDENT AND A THIN, SMOOTH FILM REMAINS. 4. FEATHER FINISH ENTIRE AREA, REMOVE ROUGH AREAS, PROJECTIONS, REDGES, BUMPS AND FILLING LOW SPOTS, CONSTRUCTION JOINTS, AND OTHER DEFECTS WITH ARMSTRONG # S-194 FAST —SETTING CEMENT —BASED PATCH AND UNDERLAYMENT. UNDERLAY TO BE INSTALLED WITH A SMOOTH EDGE TROWEL. FEATHER FINISH TO BE SNADED AND SWEPT_ SUBSTRATES MUST BE DRY, CLEAN, SMOOTH & FREE FORM AND FOREIGN MATTER. 5. VINYL TILE TO BE INSTALLED WITH ARMSTONG ADHESIVE #S-750. ADHESIVE WILL BE APPLIED WITH FINE TROWEL(S-891) U—NOTCH 1 /32" DEEP, 1 /16" WIDE & 5/64" APART. ALLOW THE ADHESIVE TO SET UNTIL DRY TO THE TOUCH. 6. TILE TO BE INSTALLED WITH QUARTER TURNS, LAYING THE FIELD AREA FIRST AND THEN FITTING IN THE BORDER TILE. ALL CUTS IN VCT TO OCCUR AT PERIMETER WALL LOCATIONS. 7, ROLL ALL TILES IN BOTH DIRECTIONS WITHIN THE 6—HOUR ADHESIVE WORKING TIME USING A 100—LB ROLLER. 8. CLEAN ADHESIVE FROM THE SURFACE OF THE TILE FOLOWING REMOVAL METHODS ON THE ADHESIVE LABEL_ 9. G.C. TO PROVIDE VINYL BASE ON ALL AREA WALLS. ADDITIONALLY, VINYL BASE SHALL PROVIDED ON ALL SLATWALL, DISPLAY WALLS AND OTHER PERIMETER INSTALLATIONS. 10. SPECIAL ENTRANCE FLOORING CAN BE PURCHASED FROM 'GRAND ENTRANCE', 7620 J RICKENBACKER DRIVE, GAITHERSBURG, MO 20879 (888)424-6287. 11. REFER TO ROOM FINISH SCHEDULE, SHEET IA-7.1, FOR ADDITIONAL INFORMATION REGARDING FLOOR FINISHES. 12. VCT TO BE INSTALLED AND FINISHED PER STANDARD MANUFACTURER'S REQUIREMENTS. FLOOR TILE SHALL BE CLEANED AND PREPARED WITH A MINIMUM OF FOUR COATS OF COMMERCIAL GRADE HIGH GLOSS FLOOR WAX. FLOOR FINISH SCHEDULE TAG DESCRIPTION MANUFACTURER SPECIFICATION COLOR NOTES FC-1 VINYL COMPOSITION TILE — FIELD TILE ARMSTRONG/PREMIUM EXCELON 52500 CARNIVAL WHITE FC-2 ® VINYL COMPOSITION TILE — ACCENT TILE ARMSTRONG/PREMIUM EXCELON 51880 MARASCHINO RED FC-3 © VINYL COMPOSITION TILE — ACCENT TILE ARMSTRONG/PREMIUM EXCELON 51821 CARIBBEAN BLUE FC-4 VINYL COMPOSITION TILE — ACCENT TILE ARMSTRONG/PREMIUM EXCELON 51812 LEMON YELLOW VB-1 4" VINYL COVE BASE (1/8") JOHNSONITE WHITE SF-1 ® SPECIAL ENTRANCE FLOORING GRAND ENTRANCE TREADLINE HD MIDNIGHT CPT SEE NOTE 5 AND 6 REVISION # 35 SUMMARY A. ADDED SHEET PHILLIPS PA RT N E RS H I P Architecture • Interior Design • Planning Phone 770.3943616 Fax 770.3941314 p K J EFG H RAEpCD CONSULTANT SEAL REVISIONS DATE DESCRIPTION 10/26/04 ADD FCPO & SHOP T' This document is © Phillips 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 Cao ian a tlat 2171 W.P. BALL BOULEVARD PROD 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 05/14/04 DRAWN BY/CHECKED BY DEB DRAWING TITLE FLOOR COVERING PLAN SrTNMBER Al_N2rt A SUITE •0i GEORGIA 30328 E 1 ROOF PLAN IA-2,1 SCALE: 1/8°=1'-0" T D C.9 T c NOTE: ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O GENERAL ROOF NOTES 1. SEE MECHANICAL/PLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS SUPPLIED THROUGN ' TRANE ' - NO SUBSTITUTIONS). 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A,C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/4" PER FOOTFALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEETA-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS PIPING TO BE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Phom 770.3943616 ` 770.3941314 Et] p K J L a G H R A ANCHOR g C p E F CONSULTANT SEAL REVISIONS DATE DESCRIPTION 10/26/04 ADD FCPO 8 SHOP'D' 14. ALL DOWNSPOUTS AT SCUPPERS TO BE 8"x8" U.N.O.. ALL DOWNPOUTS AT GUTTERS TO BE 10"x8" PREFINISHED ALUMINUM., U.N.O.. ROOF PLAN LEGEND DS GUTTER AND DOWNSPOUT, SEE NOTE 14. n AND DETAILS. COPING DBE X'-X" DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL This document is © Phillips 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. NEW ROOFTOP UNIT This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT INDICATES DIRECTION OF DOWNWARD SLOPE a ROOF TOP WALK PAD utlet 0 EXHAUST FAN 2171 W.P. BALL BOULEVARD EF PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER CLIENT 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 DEB DRAWING TITLE ROOF PLAN SHEET NUMBER REVISION # 35 SUMMARY 35 A A. ADDED SHEET r4N1iAA=2m LINE INDICATES CANOPY UCTION ABOVE. R R C^I IP%V-71 rr%1'A Yt IfIC LJ I %J AUTOMATIC SENSORING DEVISE, TYP. 1 REFLECTED CEILING PLAN IA 3.1 SCALE: 1/8"=1'-0" CEILING NOTES 1. ALL INDICATED ELECTRICAL WORK ASSOCIATED WITH THE CEILING SHALL BE DESIGN/BUILD, ALL WORK MUST COMPLY WITH ALL APPLICABLE STATE, MUNICIPAL AND FEDERAL LAWS, CODES AND ORDINANCES. 2. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, PROVIDE A U.L. LISTED (1) HOUR RATED CEILING SYSTEM. 3. IF AN EXISTING CEILING SYSTEM IS TO BE USED, THE INSTALLATION CONTRACTOR SHALL CONFIRM COMPATIBILITY BETWEEN THE PROPOSED LIGHT FIXTURES AND THE SUSPENSION SYSTEM. 4. ALL EMERGENCY AND EXIT LIGHTING SHALL BE ON EMERGENCY CIRCUIT BREAKERS WITH BREAKERS LOCKED ON. 5. CEILING TILES SHALL BE CELOTEX - 5/8" MINERAL FIBER ACOUSTICAL - HYTONE/FISSURETONE II. CEILING TILES IN VESTIBULE TO BE SECURED WITH HURRICANE CLIPS. 6. LIGHT FIXTURES THROUGHOUT SPACE SHALL BE SECURED WITH HURRICANE CLIPS. 7. ALL CEILING COMPONENTS SHALL BE DESIGNED TO BE COMPATIBLE WITH A DUCTED RETURN HVAC SYSTEM. 8. SALES AREA SWITCHING TO BE CONTROLLED BY TWO (2) CONTACTORS LOCATED IN RECEIVING AREA. FIXTURES TO BE CIRCUITED TO CREATE A FRONT AND REAR LIGHTING FIELD. 9. RECEIVING AREA SWITCHING TO BE CONTROLLED BY ONE CONTACTOR. SYMBOLS LEGEND RECESSED FLOURESCENT LAY -IN TROFFERS TO BE INSTALLED. METALUX #2GP-432A-120V, BALLAST TO BE 4-LAMP MOTOROLA ELECTRONIC 120v RAPID START, PLENUM CEILING APPROVED. PROVIDE (4) 32 WNATT F32 T8 SP41 TUBES PER FIXTURE. LETTER DESIGNATION 'R OR 'B'INDICATES CONTACTOR SWITCH LOCATION. RECESSED FLOURESCENT LAY -IN TROFFERS TO BE WIRED ON SAME CIRCUIT FOR NIGHT LIGHTING. RECESSED FLOURESCENT LAY -IN TROFFERS TO BE INSTALLED. METALUX #2GP-2U 1 5/8 A 120v. BALLAST TO BE 2-LAMP MOTOROLA ELECTRONIC 120v RAPID START, PLENUM CEILING IDAPPROVED. PROVIDE (2) FB31-741 LAMPS PER FIXTURE. LETTER DESIGNATION'A','B' OR'C' INDICATED CONTACTOR SWITCH LOCATION. V x 4' RECESSED, (2) TUBE, FLOURESCENT WRAPAROUND FIXTURE WITH ACRYLIC LENS TO BE INSTALLED, METALUX #WS-232, PROVIDE 32 WATT T-8 COOL WHITE TUBES. V x 4' FLOURESCENT LIGHT FIXTURE SURFACE MOUNTED ILLUMINATED EXIT DIRECTIONAL SIGN WITH INTEGRAL BATTERY TO BE INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES. SURFACE MOUNTED EMERGENCY LIGHT UNITS TO BE INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES, SALVAGE EXISTING LIGHTS FOR RE -USE; CONTRACTOR TO VERIFY PROPER OPERATION. ADD TO EXISTING AS REQUIRED. (MOUNTED AT 10'-6" AFF AND ABOVE SLATWALL WHERE APPLICABLE) m SECURITY LIGHT. G.C. TO VERIFY EXISTING FIXTURES ABOVE ALL EXIT/RECEIVING DOORS Q EXTERIOR. aPROVIDE "J" BOX W/ COVER PLATE FOR COAX CABLE (ABOVE SUSPENDED CEILING). PROVIDE 1 DEDICATED CIRCUIT FOR SIX DUPLEX IN CEILING FOR VIDEO CAMERA'So (ABOVE SUSPENDED CEILING). oBRONZE SMOKE SECURITY DOME 360 DEGREES X 22" SP 10 WATT AMP COAXIAL SPEAKER WITH WHITE GRILL COVER- WIRE ALL SPEAKERS, TERMINATE AT PHONE BOARD. PROVIDE (3) 20 AMP CIRCUITS FOR TENANT SIGNAGE IN CANOPY CONSTRUCTION. CIRCUITS AND JUNCTION BOXES TO BE LOCATED VERTICALLY ON INTERIOR SURFACE OF SIGN BAND J PER DETAIL VA2. 2' x 2' SUPPLY AIR DIFUSSER. SEE HVAC NOTES. 2' x 4' RETURN AIR GRILLE. SEE HVAC NOTES. E2' x 2' RETURN AIR GRILLE. SEE HVAC NOTES. 1 EXHAUST FANS. SEE NOTES. PROVIDE ONE 20 AMP CIRCUIT, TERMINATE IN J-BOX ABOVE CEILING. REVISION # 35 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning hone 770.3941616 Fa" 770.3941314 RF L_I K J FA C DLB E F G H R ANCHOR g CONSULTANT SEAL REVISIONS DATE DESCRIPTION 10/26/04 ADD FCPO & SHOP'D' This document is © Phillips 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 Ca ' a tlet 2171 W. P. BALL BOULEVARD PROD 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 05/14/04 DRAWN BY/CHECKED BY DEB DRAWING TITLE REFLECTED CEILING PLAN SHEET NUMBER 35 AFIA=3 III 54.30 1 SIDEWALK PLAN IA-3.2 SCALE: 1/8"=1'-0" 2 CANOPY PLAN 1A.3 2 SCALE: 1/8"=1'-0" 0 f Q LL LOW DIRECT APPLIED EFS CORNICE W/ DRIP SCREED, CONT. DIRECT APPLIED EFS SOFFIT @ 12'-0" A.F.F. PAINT EQ. TO ST-2 4'X36" MTL. ROOF ACCESS PANEL, PAINT TO MATCH ADJACENT MATERIAL. (ST-3) IRECT APPLIED EFS SOFFIT @ 14'-11- A.F.F. EQ TO ST-2 O 4" SOFFIT VENT., CONT. GYP. BD. SOFFIT @ 16-1 3/8" A.F.F. PAINT EQ TO ST-3 CONTROL JOINT, TYP. o-. LIGHT FIXTURE, TYP. SEE ELECTRICAL DWGS. O TLi VENTED ALUMINIUM DRIP SCREEN - FRY REGLET DS-875 V-875 0 ZaW 3 CANOPY RCP PLAN IA-0.2 SCALE: 1/8"=1'-0" HIGH DIRECT APPLIED EFS CORNICE W/ DRIP EDGE - SEE NOTE FOR CORNICE BELOW EQ TO ST-3 DIRECT APPLIED EFS SOFFIT @ 12'-0" A.F.F. PAINT EQ. TO ST-2 LOW DIRECT APPLIED EFS CORNICE W/ DRIP SCREED, CONT. REVISION # 35 SUMMARY A. ADDED SHEET PHILLIPS P A RT N E R S H I P Architecture - Interior Design - Planning Phom 770.3943616 770.3941314 RF p K J L, E F G H RFAANCHORgCD CONSULTANT SEAL REVISIONS DATE DESCRIPTION A 10/26/04 ADD FCPO & SHOP'D' 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 Cardakparit,/ Utlet 2171 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 4* 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 DEB DRAWING TITLE SIDEWALK, CANOPY & RCP PLAN SHEET NUMBER 35 AF1A = 111, 3 1110 1131'-4" A.F.F. 0 T.O. PARAPET T—IN 264" AF.F. T.O. PARAPET _ I N 19'-2112' A.F.F. o D.B.E. It 0 h 12-0" A.F.F. r T.O. STOREFRONT 00 OL 0'-0" F.F.E. 31'A" A, T.O. PAI OL 21'4' A.A. Y T.O. PAI 1 D.B.E. a-o F.F.I IT- OL 31'4" A.F.F. T.O. PARAPET OL 25'4" A.F.F. T.O. PARAPET 19'-21/2" A.F.F. D.B.E. IL 17-0" A.F.F. r T.O. STOREFRONT oL 0'-0" F.F.E. 3 SIDE ELEVATION IA-0.1 SCALE: 1/84=1'-0' 1 FRONT ELEVATION IA-4.1 SCALE: 1/8'=1'-0" 2 REAR ELEVATION IA 4.1 SCALE: 1/8'=1'-0" CORNICE FOR ADJ. TENANT SIN 16-5112" A.F.F. OL D.B.E. T T A TI, C 9V OL F.F.E 31'-4" A.F.F. T.O. PARAPET 26 4" A.F.F. T.O. PARAPET 19'-4" A.F.F. D.B.E. 12-0" A.F.F. T.O. STOREF 0'-0" F.F.E. FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLORA-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH A-3 EXTERIOR CANVAS AWNING - BLACK / WHITE CT-1 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - 145 - "INTENSE CARMINE" CT 2 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - BLACK" DOWNSPOUT - PREFINISHED ALUM. DS-1 COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP-1 LOGO PLAQUE -PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY'READY METAL' STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 NOT USED MV-1 MASONRY VENEER- SIMULATED STONE PATTERN EQ. TO CORAL STONE OR SIM. FORM LINER MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - DESERTIRONSPOT" PC_1 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 389- "SOUTHERN TAN" PC-2 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" PC-3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P-3 CHINA WHITE" SF-1 STOREFRONT - KAWNEER 451 ANODIZED ALLUMINUM - "CHAMPAGNE" SF-2 STOREFRONT - KAWNEER 1600 ANODIZED ALUMINUM - "CLEAR" ST-1 EFS - COLOR EQ. TO DRYVIT 389 - SOUTHERN TAN" NO INSUL. ST-2 EFS - COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" NO INSUL. ST-3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" NO INSUL. WS-1 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING- 3706-WL-21 STRATA -CENTER LIGHT ON BRICK PIER WS-2 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING- 3706-WL-33 STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. ' LEGEND WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS CIJ MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS LAMINATED GLASS NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE. REVISION # 35 SUMMARY PHILLIPS 00-- ft P A R T N E R S H I P Architecture - Interior Design - Planning Mom 770.394.1616 1a" 770-3941314 U p K FA ANCHOR B t' C D E F G H R CONSULTANT SEAL REVISIONS DATE DESCRIPTION A 10/26/04 ADD FCPO & SHOP T' This document is p Phillips 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 ca "' lrArZakutlet 2171 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER CLIENT 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 09/24/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER IA=435 A 1 4 SIDE ELEVATION IA-4.1 SCALE: 1/8'=1'-0" A. ADDED SHEET 2 LAYERS 3/4" F.R.T - PLYWOOD 2x F.R.T WOOD BLOCKING MTL. COPING 7/8" VENTED ALUM. DRIP - SCREED - FRY REGLET DS-875-V-875 gL 31'-4" A.F.F. T.O.PARAPET r-I N r CIN DIRECT APPLIED EFS OVER MTL. - LATH & 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL. STUDS @ 16" O.C- PAINT EQ. TO ST-3 to w iY OL 19'- 2 1/2" A.F.F. D.B.E @ FRONT WALL 1 1/2" EFS BAND- SEE ELEVATIONS 7/8" VENTED ALUM. DRIP SCREED - r FRY REGLET DS-875-V-875 h 12'- 0" A.F.F. r B.O. SOFFIT OL 16'- 1 3/8" A.F.F. F B.O.SOFFIT DIRECT APPLIED EFS OVER MTL. LATH & 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON w_ 6" MTL. STUDS @ 16" 0.C- PAINT EQ. TO ST-2 STEEL TUBE, SEE STRUCTURAL OL 12'-5" A.F.F. B.O. STEEL 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 STEEL COLUMN BEYOND, SEE STRUCTURAL 0 iV r PILASTER BEYOND CONCRETE SIDEWALK- SEE HARDSCAPE DWGS. BY OTHERS 1'-6" 12" x 12" PRE -FINISHED ALUM. METAL LOWER W/ BIRD SCREEN 60 MIL FULLY ADHERED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS. STEEL BEAM, SEE STRUCTURAL I 7" 3" EQ. 45 MIL. FULL ADHERED T.P.O. ROOFING MEMBRANE ON RIGID INSUL. (MIN. R-20) OVER 1-1/2" MTL. DECKING CONT. STEEL ANGLE AND PLATE, SEE 45 MIL. FULL ADHERED T.P.O. STRUCTURAL ! ROOFING MEMBRANE ON RIGID INSUL. (MIN. R-20) OVER 1-1/2" MTL. DECKING 5/8" EXTERIOR GRADE GYP. BD OVER 6" MTL. STUDS @ 16" O.C- PAINT EQ. TO ST-3 CV GYP. BD. BEYOND - PAINT EQ. TO ST-2 DIRECT APPLIED EFS OVER MTL. LATH & 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON 4" MTL. STUDS @ 16" O.C- PAINT EQ. TO ST-2 Ir I I I , h 010„ F. F.E d i I L CONCRETE FOOTING BEYOND, SEE STRUCTURAL d I ° s d ° STOREFRONT SYSTEM BEYOND RN CANOPY SECTION SCALE: & 4"=l'-0" i h 12% 0" A.F.F J CLG. HT SALES AREA T) SEE STRUCTURAL 2) LAYE RS OF 5/8" 1''P. BD OVER 6" M STUDS @ 1 C W/ BATT INS L{ATION (R-11 MIN;.) T) ( T) T) T) OIL 0'- 0" F. F.E a d ° VESTIBULE T) B A I 13" 9'- 2" 12" x 12" PRE -FINISHED ALUM. METAL LOUVER W/ BIRD SCREEN 60 MIL FULLY ADHERED — MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUI 24" X 36" OPENING W/ ANGLE FRAMING 1/ 4" SLOPE MIN. EQ, 5,- 6„ 2'- 4" NO COMBUSTIBLES LIGHT FIXTURE CENTERED ALLOWED THIS AREA IN THE BAY, TYP. PROVIDE 4" CONT. 1'- 10" SOFFITVENT. . I c 5/ 8" EXTERIOR GRADE GYP. BD ' OVER 6" MTL. STUDS @ 16" O.C- PAINT ST-3 ACCESS HATCH TO WALK WAY IN FOREGROUND fV CAT WALK FOR SIGN MAINTENANCE - DIRECT APPLIED EFS OVER 5/8" DENSGLASS GOLD SHEATING OVER 4" MTL. STUDS @ 16" O.C- PAINT ST-2 STEEL TUBE, SEE STRUCTURAL 12% 1 1/2" A.F.F. B. O.STEEL LINE OF SOFFIT BEYOND 5" I CONT. SEALANT PROVIDE CONT. 2x WD. BLOCKING ALUMINUM STOREFRONT, SEE ELEVATIONS C tV PILASTER BEYOND T) STOREFRONT CONC. SILL BEYOND 1/ 2" EXP. JT. MAT'L W/ HIG TRAFFIC SEALANT I CONC. SLAB -SEE STRUCTURAL DWGS. T) ( T) O d - °. d d d. °° d ® .° d ° ' d a d ° CONC. SLAB ON 6 MIL d VAPOR BARRIER d I 2 LAYERS 3/4" F.R.T PLYWOOD 2x F.R.T WOOD BLOCKING MTL. COPING 7/ 8" VENTED ALUM. DRIP SCREED - FRY REGLET DS- 875-V-875 4" MTL. STUDS @ 16" O.0 4" 4" 12 A- 7.3 I' PROVIDE 3/4" PLYWOOD AT SIGN LOCATION I rN r 0 ti JUNCTION BOX FOR STOREFRONT SIGN. COORDINATE EXACT I LOCATION WITH SIGN VENDOR. DIRECT APPLIED EFS OVER MTL. LATH & 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL. STUDS @ 16" O.C- PAINT EQ. TO ST-3 19'- 5" A.F.F. 0I D. B.E @ CANOPY N STEEL BEAM, SEE STRUCTURAL 1 1/2" EFS BAND- o SEE ELEVATIONS r 7/ 8" VENTED ALUM. DRIP I SCREED - FRY REGLET DS- 875-V-875 16'- 1 3/8" A.F.F. w B. O.SOFFIT Y 15'- 4" A.F.F. _ T-- B.O. STEEL r 14'- 11" DIRECT APPLIED EFS OVER MTL. B.O. SI LATH & 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL. STUDS @ 16" O.C- PAINT ST-2 DRIP SCREED, TYP. 00 4'- 0" ALUMINUM AWNING, SEE ELEVATIONS AND SPECS. WRAP TUBE W/BREAK METAL TO MATCH AWNING STEEL COLUMN BEYOND, SEE STRUCTURAL PILASTER BEYOND CONCRETE SIDEWALK- SEE HARDSCAPE DWGS. BY OTHERS I I d' d . d I CONCRETE FOOTING BEYOND, I SEE STRUCTURAL L J 1 CANOPY SECTION SCALE: 3/4'=1'-0" REVISION # 35 SUMMARY IA- 5.1 A. ADDED SHEET 0 12'- O" A.F.F. B. O. STEEL PHILLIPS P A R T N E R S H I P Architecture - Interior Design " Planning hone 770.394.1616 770.3941314 RE Et] K J I E F G H R FAANCHORgCDCONSULTANT SEAL REVISIONS DATE DESCRIPTION A 10/26/04 ADD FCPO & SHOP'D' This document is p Phillips 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 Camm- w4MIMAVa tlet 2171 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 PHILLIPSJOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY PAV/ DEB DRAWING TITLE CANOPY SECTIONS SHEET NUMBER 35 A r 9'-2" Z 13 SIM A-7.3 3" 1, 71„ 3'-6" 4 10 MIL FULLY ADHERED MBRANE ON 3/4" F.R.T YWOOD OVER 6" MTL. UDS. _ 45 MIL. FULL ADHERED T.P.O. ROOFING MEMBRANE ON RIGID INSUL. (MIN. R-20) OVER 1-1/2" MTL. DECKING BAR JOIST -PEESTRUCTURALDWGS. OIL 16- 4" A.F.F. B.O.STEEL STEEL TUB4- SEE —</ STRUCTURAL DWGS. ACOUSTICAL CEILING TILE- SEE SHEET IA-3.1 SALES AREA 2 LAYERS 3/4" F.R.T PLYWOOD 2x F.R.T WOOD BLOCKING MTL. COPING J7/ 8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 8" MTL. STUDS @ 16" O.C. W/ DIRECT APPLIED EFS OVER 5/8" DENSGLASS GOLD SHEATHING 12" X 12" PRE -FINISHED ALUM. METAL LOUVER W/ BIRD SCREEN - SEE ELEVATIONS 19'- 21/2" A.F.F. D. B.E IF 1/ 2" CONTROL JOINT, TYP. 25'- 4" A.F.F. T. O. PARAPET bN r DIRECT APPLIED EFS OVER MTL. LATH 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL. SUDS @ 16" ' O. C- PAINT EQ. TO ST- 2 ALUM. AWNING & HANGER ROD SEE SPECS 4'- 0" I CONT. SEALANT PROVIDE CONT. 2x WD. BLOCKING ALUMINUM STOREFRONT, SEE ELEVATIONS PILASTER BEYOND MASONRY VENEER BEYOND CONCRETE BASE 1/ 2" EXP. JT. MAT'L W/ HIGH TRAFFIC SEALANT TO MATCH SIMULATED STONE CONCRETE SIDEWALK- SEE HARDSCAPE DWGS. BY OTHERS d dG d e d° ° 4 d ¢ . d d ° e I , d ° ° a ° 4 CONC. SLAB ON 6 MIL VAPOR BARRIER CONCRETE FOOTING BEYOND, SEE STRUCTURAL 3 SECTION@ FRONT WALL IA- 5.2 SCALE: 3/4'=1'-0' 0 v 0 12'- 0" A.F.F. 12% 0" A.F.F. B. O.STEEL CLG. HT. co 0' - 0" F. F.E B I 41" 4 V-74" 13 A- 7.3 2 LAYERS 3/4" F.R.T PLYWOOD 2x F.R.T WOOD BLOCKING MTL. COPING 25'- 4" A.F.F. T. O.PARAPET 1N r i 00 2 V-6" 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 d' d 7IN O A ih 8" MTL. STUDS @ 16" O.C. W/ 60 MIL FULLY ADHERED DIRECT APPLIED EFS OVER 5/8" MEMBRANE ON 3/4" F.R.T d 3„ DENSGLASS GOLD SHEATHING PLYWOOD OVER 6" MTL. STUDS. 4 45 MIL. FULL ADHERED T.P.O. ROOFING MEMBRANE ON RIGID INSUL. (MIN. R-20) 7-1/4" TILT -UP CONCRETE WALL OVER 1-1/2" MTL. DECKING W/ DIRECT APPLIED EFS, U.N.O CV d ° 19'- 21/2" A.F.F. D. B.E v Ia ° 24" x 24" LOGO PLAQUE o I o0 CV Cv 1" d I BAR JOIST SEE STRUCTURAL DWGS. 74° 11 A- 7.3 bo CV 4" CONT. EFS W/ INSULATION d 1" C° MOO 19 A- 7.2 e a d. d a INTEGRAL THIN BRICK VENEER - USE FORM LINER AND COORDINATE WITH ELEVATIONS a d d a a 5/ 8" GYP. BD. OVER 3- 5/8" MTL. STUDS @ 16" O.0 W/ BATT INSULATION ( R-11 MIN.) d a e SALES d AREA 2" 8" CONT. EFS W/ INSULATION PAINT EQ. TO ST-3 0 a d N OQ Q FORM LINER TO MATCH CORAL STONE PATTERN TEXTURE AND COLOR a 0 CONCRETE SLAB, SEE 1/2" EXP. JOINT MATERIAL W/ CONT. STRUCTURAL HIGH TRAFFIC SEALANT TO MATCH SIMULATED STONE MORTAR COLOR 17 d ° d d a ° d . a ° CONCRETE SLAB, SEE STRUCTURAL 2 SECTION@ FRONT WALL IA- 5.2 SCALE: 314"=1'-0' OIL 12'- 1 1/2" A.F.F. B. O.STEEL OL 12'- 0" A.F.F. CLG. HT. 1/ 4" SLOPE MIN. SALES AREA 2" ao ib 12" x 12" PRE -FINISHED ALUM. — METAL LOUVER W/ BIRD SCREEN 60 MIL FULLY ADHERED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS. 45 MIL. FULL ADHERED T.P.O. FROOFING MEMBRANE ON RIGID INSUL. (MIN. R-20) OVER 1-1/2" MTL. DECKING BAR IST- SEE STRUCTURAL DWGS. 5/ 8" EXTERIOR GRADE GYP. BD OVER 4" MTL. STUDS @ 16" O.C- PAINT EQ. TO ST-2 STEEL TUBE, SEE STRUCTURAL 2) LAYERS OF 5/8" GYP. BD OVER 6" MTL. STUDS @ 16" O.0 W/ BATT INSULATION ( R-11 MIN.) 1/ 2" CONTROL JOINT, TYP----- DIRECT APPLIED EFS OVER 5/8" DENSGLASS GOLD SHEATING OVER 4" MTL. STUDS @ 16" O.0 - PAINT EQ. TO ST-2 8" CONT. EFS W/ INSUL., TYP. PAINT EQ. TO ST-3 i 31'- 4" A.F.F. T. O. PARAPET rbN r I4" MTL. STUDS @ 16" O.0 r 4„ 4„ DIRECT APPLIED EFS OVER MTL. LATH & 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL. STUDS @ 16" O.0 - PAINT EQ. TO ST-3 1/ 2" CONTROL JOINT, TYP. I ' STEEL BEAM, SEE STRUCTURAL 19'- 5" A.F.F. o D. B.E @ CANOPY I I I MTL. STUDS @ 16" O.0 B. O. STEEL q I II II I DIRECT APPLIED EFS OVER MTL. LATH & 40# FELT ON 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL. STUDS @ 16" O.0 - PAINT EQ. TO ST-1 STEEL COLUMN, SEE STRUCTURAL 2 - 8 I ( 12„ PAINT EQ8" CONT.ETO STINSUL., TYP. 4 12'- 5" A.F.F. B.O. STEEL Y 12'-0" A.F.F. B.O. STEEL 0 bo SONRY VENEER IN SIMULATED SONRY VENEER IN SIMULATED STONE STONE PATTERN - ATTACH TO LATH & PATTERN - ATTACH TO LATH & SHEATHING SHEATHING AS FOR MANUFACTURER AS FOR MANUFACTURER RECOMMENDATIONS RECOMMENDATIONS N CONCRETE BASE CONCRETE BASE N 1/2" EXP. JT. MAT'L W/ HIGH TRAFFIC 1/2" EXP. JT. MATL W/ HIGH TRAFFIC 9 SEALANT TO MATCH SIMULATED SEALANT TO MATCH SIMULATED STONE IN STONE lid ONCRETE SIDEWALK- SEE ° CONCRETE SIDEWALK- SEE In HARDSCAPE DWGS. BY OTHERS ° ° ° HARDSCAPE DWGS. BY OTHERS 0'-01, ° I a Q F.F. E g a ° d a ° 0 a a d . a ° F.F.E d 4 ° d d dd d CONC. SLAB ON 6 MIL ° °. I d. Q . VAPOR BARRIER ° d ° d d CONCRETE FOOTING, SEE STRUCTURAL 1 CANOPY SECTION REVISION # 35 SUMMARY IA 5. 2 SCALE: 3/4"A'-0' A. ADDED SHEET PHILLIPS MOMMM nNNIIIIIIIIIIIIIIIIIII" M P A R T N E R S H I P Architecture - Interior Design - Planning PI— 770. 394.1616 770.3941314 Et] p K J A C p E F G H R ANCHOR BCONSULTANTSEAL REVISIONS DATE DESCRIPTION 10/26/ 04 ADD FCPO & SHOP'D' This document is p Phillips Partnership, PC and is Considered on Instrument of Service and is solely for use with respect to the project os indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT C o or i tlet 2171 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 ISSUE DATE 0208616 05/ 14/ 04 DRAWN BY/ CHECKED BY PAV/DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER 35 A FIA 2 LAYERS 3/4" F.R.T PLYWOOD 2x F.R.T WOODBLOCKING MTL. COPING 21'- 4" A.F.F T.O.PARAPET 1N Iv 1320 T-41- 13 A-7.3 I I MEMBRANE ON 3/4" F R T 60 MIL FULLY ADHERED 8" MTL. STUDS @ 16" O.C. W/ ° DIRECT APPLIED EFS OVER 5/8" 1'-6" 62 a DENSGLASS GOLD SHEATHING 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET J 1 D.B.B .E 1/2" A.F.F. ° DS-875-V-875 bN VARIES g BLOCKOUT FOR GIRDER BEARING- SEE STRUCTURAL e d va d d ° d d d 12'-0" A.F.F CLG. HT. ° d d ° o in °d d. d PLYWOOD OVER 6" MTL. STUDS. 45 MIL. FULL ADHERED T.P.O. — ROOFING MEMBRANE ON RIGID INSUL. (MIN. R-20) OVER 1-1/2" MTL. DECKING SEE STRUCTURAL GIRDER, SEE STRUCTURAL ACOUSTICAL CEILING TILE, SEE SHEET IA-3.1 5/8" GYP. BD. ON 1" Z FURRING CHANNELS @ 24" O.0 W/ RIGID INSULATION (R-5 MIN.) 7-1/4" TILT -UP CONCRETE WALL W/ DIRECT APPLIED EFS, U.N.O PAINT EQ. TO ST-2 SALES AREA 1/2" CONTROL JOINT, TYP. a 1/2" EXPANSION JOINT ih Im- CONCRETE SLAB, SEE d STRUCTURAL d d. d 010. F.F.E d Q d d d' d ° d da a GRADE, COORD. W/ CIVIL CONCRETE FOOTING, SEE DWGS. STRUCTURAL 4 SECTION@ SIDE WALL IA-5.3 SCALE: 314"=1'-0" 25 4 T.O.F 8" MTL. STL DIRECT API DENSGLAS 7/8" VENTE SCREED - F DS-875-V-8' 6" MTL. STIL DIRECT API DENSGLAS STEEL BEAI F.F.E CONCRETE FOOTING, SEE STRUCTURAL 3 SECTION@ DEMISING WALL IA-5.3 SCALE: 3/4"=1'-0" ISHED ALUM W BIRD IERED 4" F.R.T 5" MTL. STUDS. RED T.P.O. ANE ON RIGID OVER 1-1/2" 2x F.R.T WOOD BLOCKING MTL. COPING 21'- 4" A. F. F r T.O.PARAPET ICV I 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 O,16'-5 1/2" A.F.F D.B.E ih C 11-44n 74" 13 Y4 A-7.3 OEM 2 LAYERS 3/4" F.R.T PLYWOOD I 8" MTL. STUDS @ 16" O.C. W/ DIRECT APPLIED EFS OVER 5/8" 1,-6„ d62" 11 ° j DENSGLASS GOLD SHEATHING d 60 MIL FULLY ADHERED MEMBRANE ON 3/4" F.R.T a PLYWOOD OVER 6" MTL. STUDS. a 45 MIL. FULL ADHERED T.P.O. a ROOFING MEMBRANE ON RIGID d INSUL. (MIN. R-20) OVER 1-1/2" 4 MTL. DECKING TT AgI d N\7- 1 7 d. A-7.2 d BAR JOISTS, SEE STRUCTURAL 7-1/4" TILT -UP CONCRETE WALL W/ DIRECT APPLIED EFS, U.N.O PAINT EQ. TO ST- 2 d a ° 1/2" CONTROL JOINT, TYP. 5/8" GYP. BD. OVER 1" Z d d. FURRING CHANNELS @ 24" O.0 W/ RIGID INSULATION (R-5 MIN.) d d d OVERHEAD COILING DOOR, SEE DOOR SCHEDULE 2 LAYERS 3/4" F.R.T PLYWOOD 2x F.R.T WOOD BLOCKING MTL. COPING 2 1'- 4 A.F.F _ r T.O.PARAPET 8" MTL. STUDS @ 16" O.C. W/ DIRECT APPLIED EFS OVER 5/8" 1'-6" DENSGLASS GOLD SHEATHING 1/2" A.F.F. 7/8" VENTED ALUM. DRIP D.B9'-2 D.B.Ea SCREED - FRY REGLET DS-875-V-875 C;, 21 A-7.2 r,16'-5 1/2" A.F.F B.E 6" x 6" DOWN SPOUT W/ GUARD BEYOND C 1'-44"1 74" 01 13 A-7.3 I d I 6- I2 J 60 MIL FULLY ADHERED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS. d 45 MIL. FULL ADHERED T.P.O. ROOFING MEMBRANE ON RIGID INSUL. (MIN. R-20) OVER 1-1/2" 3" MTL. DECKING4a° d A d d I d d I b d v d I d a d 0 71„ 4 d a d d d d II 8'-0" A.F.F d CLG. HT. c z FACE OF WALL BEYOND w STOCK AREA d I d zc z ow a. i ' d I I M d d j oo I d d I i d d' d i d i 0'-0" 0'-0" d d d F.F.E F.F.E a d d d a d d ° d. a as a d d d G 6" CONC. PAD- SEE CONC. SLAB, SEE STRUCTURAL STRUCTURAL ASPHALT PAVEMENT, SEE CIVIL SECTION THRU OVERHEAD DOOR SCALE: 314"=1%0' I I J BAR JOISTS, SEE STRUCTURAL 5/8" GYP. BD. OVER 6" MTL. STUDS @ 24" O.0 W/ BATT INSULATION (R-11 MIN.) - SEE PLAN FOR FURRING TYPE & LOCATION 7-1/4" TILT -UP CONCRETE WALL W/ DIRECT APPLIED EFS, U.N.O PAINT EQ. TO ST-2 BREAKROOM AREA 1/2" CONTROL JOINT, TYP. 1/2" EXPANSION JOINT CONCRETE SLAB, SEE STRUCTURAL Q -On OIL d d d CONC.FOOTING, SEE STRUCTURAL 1 SECTION REAR WALL IA-5,3 SCALE: 3/4"=1'-0' REVISION # 35 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture " Interior Design - Planning 770.3941616 F 770.3941314 RE LE K J FA ANCHOR CLB E F G H R g D CONSULTANT SEAL11001, REVISIONS DATE DESCRIPTION 10/26/04 ADD FCPO & SHOP'D' This document is © Phillips 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 Care a tlet 2171 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER STEEL COLUMN, SEE STRUCT. — 5/8" GYP. BD ON 6" MTL J STUDS @ 16" O.C. BATT INSULATION (R-11 MIN.) 2) LAYERS OF 5/8" GYP. BD ON 6" MTL. STUDS W/ BATT INSULATION (R-11 MIN.) 7[M FACE OF EFS, BAND BELOW I Q W O rn U QQU DIRECT APPLIED EFS ON 5/8" 3" DENSAGLASS GOLD SHEATING PAINT EQ. TO ST-2 CONT. SEALANT BOTH SIDES A ALUM. STOREFRONT 1 CORNER DETAIL IA-6.1 SCALE: 1"=1'-0' C9 CONTROL JOINT - — SEE SHEET A-7.1 FOR DETAILS TILT -UP CONC. WALL PANEL W/ DIRECT APPLIED EFS- COORD. W/ ELEVATIONS I° 16' . d d dO d d 5/8" GYP. BD ON 1"'Z — FURRING CHANNEL @ 24" O.C. W/ 1" RIGID INSULATION (R-11 MIN.) 4 CORNER DETAIL IA-6.1 SCALE: 1 "=1'-0" STEEL COLUMN, SEE STRUCT. 5/8" GYP. BD ON 6" MTL.- STUDS @ 16" O.C. BATT INSULATION (R-11 MIN.) c 0 5/8" GYP. BD ON 1" 'Z' FURRING CHANNEL @ 24" O.C. W/ 1" RIGID INSULATION (R-11 MIN.) I 39 f-STEEL COLUMN, SEE STRUCT. EXIST. CONC. WALL 7 COLUMN DETAIL IA 6.1 SCALE: 1"=1'-0" TILT -UP CONC. WALL — PANEL W/ DIRECT APPLIED EFS- PAINT EQ. TO ST- 2. COORD. W/ ELEVATIONS 5/8" GYP. BD ON 3 5/8" MTL. STUDS @ 16' O.C. W/ BATT INSULATION (R-11 MIN.) NE%1 FACE OF CONT. EFS BAND BELOW d 518" GYP. BD ON 1"'T FURRING CHANNEL @ 24" O.C. W/ 1" RIGID INSULATION (R-11 MIN.) EXIST. CONC. WALL 2 CORNER DETAIL IA-0.1 SCALE: 1'=1'-0" 7fW ONT. SEALANT BOTH SIDES ALUM. STOREFRONT, EQ. TO SF-1 2) LAYERS OF 5/8" GYP. BD DIRECT APPLIED EFS ON 6" MTL. STUDS W/ BATT ON 5/8" DENSAGLASS INSULATION (R-11 MIN.) GOLD SHEATING - PAINT EQ. TO ST-2 _ tV 1320 STEEL COLUMN, SEE STRUCT. 4" MTL. STUDS @ 16" O.0 132 1- - 36TI LT -UP CON—C. WALL FACE OF EFS BAND BELOW UJI 4° PANEL W/ DIRECT APPLIED EFS- PAINT EQ, TO ST- 2. COORD. W/ELEVATIONS 5/8" GYP. BD ON 3 5/8" MTL. a LINE OF SOFFIT STUDS @ 16" O.C. BATT ABOVE INSULATION (R-11 MIN.) 5 PILASTER AND COLUMN DETAIL IA-6.1 SCALE: 3/4"=1'-0' E 0 21 3 CORNER DETAIL IA-0.1 SCALE: 1"=1'-0" APPLIED EFS, ON 5/8" 3LASS GOLD SHEATING EQ. TO ST-1 STUDS @ MAX. F EFS BAND OLUMN, SEE r. TILT -UP CONC. WALL PANEL W/ DIRECT APPLIED EFS- COORD. W/ELEVATIONS 5/8" GYP. BD ON 3 5/8" MTL. STUDS @ 24" O.C. W/ BATT INSULATION (R-11 MIN.) 5/8" GYP. BD ON 6" MTL. STUDS @ 24" O.C. W/ BATT INSULATION (R-11 MIN.) 5/8" GYP. BD ON 1" 'Z FURRING CHANNEL @ 24" O.C. W/ 1" RIGID INSULATION (R-11 MIN.) EXIST. CONC. WALL I STEEL COLUMN, SEE STRUCT. I 5/8" GYP. BD ON 6" MTL. STUDS @ 16" O.C. BATT INSULATION (R-11 MIN.) 6 COLUMN DETAIL IA-6.1 SCALE: 1"=1'-0' 1320 REVISION # 35 SUMMARY A. ADDED SHEET 11 PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phow 770.3941616 F- 770.3941314 p K J I L B E F G H RFAANCHORBCD CONSULTANT SEAL REVISIONS DATE DESCRIPTION 10/26/04 ADD FCPO & SHOP'D' This document is © Phillips 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 Carsutlet 2171 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 09/ 24/04 DRAWN BY/CHECKED BY DEB DRAWING TITLE ENLARGED DETAILS SHE UM IA= 635 A 10!• CENTRAL PARK WEST SUITE 00 DOOR SCHEDULE HARDWARE SETS ROOM FINISH SCHEDULE MARK LOCATION DOOR SIZE DOOR FRAME HDWE SET REMARKS HARDWARE SET NO. 1 1)- CONTINUOUS SURFACE MOUNTED THRESHOLD (STANLEY - BY DOOR MANUFACTURER) 1)- WEATHERSTRIPPING AND SWEEP PACKAGE (STANLEY - BY DOOR MANUFACTURER) 1)- INTERIOR THUMBTURN CYLINDER T) 1)- TWO -POINT DEADLOCK WITH DROP -BOLT 1)- DUMMY CYLINDER HARDWARE SET NO. 2 1)- CONTINUOUS SURFACE MOUNTED THRESHOLD (STANLEY - BY DOOR MANUFACTURER) 1)- WEATHERSTRIPPING AND SWEEP PACKAGE (STANLEY - BY DOOR MANUFACTURER) 1)- INTERIOR THUMBTURN CYLINDER 1 E7A4-C181 -RP3 626 (BEST) ROOM NAME FLOOR BASE WALLS CEILING REMARKS J Z j w F c Q w v w c z v z o' L J¢ a N i z j Q w V J J Q g z Q~ o z p n N J w 0 Q m D cn D v Cn Q 0 J Q w a V D oU Q a cn o Q m cn G_ w p Q v 0 w SEE FLOOR COVERING PLAN ON SHEET A5.0) WIDTH HEIGHT THICKNESS MAT'L_ TYPE FINISH/ COLOR MAT'L. FINISH/ COLOR DETAIL 1O STOREFRONT (EXIT) 3'-0" 6'-10 1/2" 1 -3/4" ALUM/ GLASS C ANOD/ CLEA RR ALUM ANOD/ CLEA RR 1 1O O STOREFRONT (ENTRY) 3'-0" 6'-10 1/2" 1 -3/4" ALUM/ GLASS C ANOD/ CLEARR ALUM ANOD/ CLEARR 1 0 VESTIBULE 12'-0" NO TINTS OR COATING APPLIED1)- DUMMY CYLINDER 1E04-C181-RP3-626 (BEST) HARDWARE SET NO. 3 3)- HINGES BB1191 4.5 x 4.5 NRP US26D (HAGER) 1)- EXIT DEVICE 99EO US26D (VON DUPRIN) 1)- EXIT ALARM EA2500; SURFACE MOUNT; TRANSFORMER (DETER) 1)- RIM CYLINDER 1 E74-C4-RP3-626 (BEST) 1)- PARALLEL ARM CLOSER 1)- THRESHOLD O VESTIBULE (EXIT) 3'-0" 6'-10 1/2" 1 -3/4" ALUM/ GLASS C ANOD/ CLEARR ALUM ANOD/ CLEARR 2 0 SALES AREA D C A 12'-0" VESTIBULE ( ENTRY) 3'-0" 6'-10 1/2" 1-3/4" GLASS C CLEAR ALUM CNOD/ RR 20 WOMEN'S TOILET D E A 8'-0" FRP TO FULL HEIGHT O SALES/ STOCKROOM 3'-0" (2) 7'-0" D STEEL O O MEN'S TOILET D E A 8'-0" FRP TO FULL HEIGHT RECEIVING AREA D A 16'-0" 1) - SWEEP 1)- WEATHERSTRIPPING 1)- SECURITY ASTRAGAL (2"x3/16" STEEL BAR WELDED TO DOOR). 1)- KICKPLATE 8" x 46" (ON INTERIOR) 1)- PREFINISHED METAL EXTENDED DRIP CAP 1)- VIEWER 1)- DOOR HOLD DOWN 1)- INTERIOR PULL HANDLE O EXIT 3'-0" 7'-0" 1-3/4" HM B PAINT HM PAINT 3 O 0 BREAK ROOM AREA p B 8'-0" O LOADING 8'-0" 10'-0" 1 " STEEL E STEEL 4 0 CORRIDOR p B 8'-0" O WOMEN' S TOILET 3'-0" 7'-0" 1 -3/4" HM A PAINT HM PAINT 5 O JANITOR'S CLOSET D 0 Al E FRP TO 4'-0" AFF HARDWARE SET N0. 4 2)- KEYED LOCKSET 1)- WEATHERSTRIPPING SET (BY DOOR MANUFACTURER RECEIVING AREA ENTRY D A A 8'-0" MEN'S TOILET S_0" 7'-0" 1-3/4" HM A PAINT HM PAINT 5 0 1)- THRESHOLD 1)- SURFACE MOUNTED KEY SWITCH 1)- ELECTRICAL SAFETY EDGE USED TO STOP/REVERSE A CLOSING DOOR_ 1)- CHAIN HASP MATERIAL FINISH SCHEDULE 10 JANITOR S-0" 7'-0" 1 -3/4" HM A PAINT HM PAINT 6 O NO. DESCRIPTION 1 1 EXIT 3'-0" 7'-0" 1 -3/4" HM B PAINT HM PAINT L3] O 0 HARDWARE SET NO. 5 3)- HINGES BB1279 4.5 x 4.5 US26D (HAGER) REGULAR ARM CLOSER A BENJAMIN MOORE "ATRIUM WHITE" #79 REGAL WALL SATIN 215 B BENJAMIN MOORE "ATRIUM WHITE 79 REGAL AQUA PEARL 310 DOOR TYPESREMARKS1- 1 - PUSH / PULL SET HARDWARE 1)- KICKPLATE 8"x34" (ON CORRIDOR SIDE) 1_ WALL STOP 1SIGN M4893 AT MEN'S TOILET (SETON) C SLATWALL "MARLITE" BRIGHT WHITE MODEL #5703 WITH 9101 INSERTS. INSTALL WITH #6 OR #7 BUGLE 0 DURAGLIDE 3000' AUTOMATIC SLIDING DOORS WITH 1)- SIGN M4892 AT WOMEN'S TOILET (SETON) SCREWS. SPACING PER MANUFACTURER RECOMMENDATION. D ARMSTRONG 1 PREMIUM EXCELON EMERGENCY 0 Ln BREAKAWAY O0 OT OT O O TRANSOM BY STANLEY ACCESS TECHNOLOGIES_ VERIFY HEIGHT AND CLEARANCE WITH SHELL BUILDING CONSTRUCTION. ALL ACCESSORIES BY DOOR MANUFACTURER. VERIFY EXACT LOCATION WITH TENANT. PROLINE' STANDARD IMPACT TRAFFIC DOOR WITH BLUE KICKPLATE DOOR SYSTEM INCLUDESDOORS( CORLOR: ROYAL E. VERIFY BLUE) FRAME AND ADDITIONAL SUPPORT REQUIREMENTS WITH DOOR MANUFACTURER. HARDWARE SET NO. 6 3)- HINGES BB1279 4.5 x 4.5 US26D (HAGER) CKSET 1)- I- REGULARARMCLOSER EGULAR 1)- DOORHOLD DOWN E FRP PANELS. MARLITE: SYMMETRIX #S-10OG-G44, WHITE 4%4". 1- BASE COVE TRIM TO BE INSTALLED ON ALL PARTITIONS, UNDER WINDOWS, AROUND COLUMNS AND AT ALL SLATWALL. 2. SLATWALL SHALL BE SUPPLIED AND INSTALLED BY G.C. CONTACT MARLITE HEADQUARTERS, LISTED IN T-1, FOR ORDERING INFORMATION. NO SUBSTITUTIONS WILL BE PERMITTED. 3. COLUMN ENCLOSURES TO BE 12%12" SQUARE, TAPED, SANDED AND PAINTED. PROVIDE 4'-O"H SURFACE MOUNTED 1" VINYL CORNER GUARDS. COLOR #933 MISSION WHITE. (AVAILABLE FROM GRAND ENTRANCE FLOORING) DOOR SCHEDULE GENERAL NOTES 1. SAND, PRIME AND PAINT EXISTING DOORS. VERIFY COLOR WITH TENANT AND LANDLORD. A B O4 INSULATED OVERHEAD MOTORIZED COIL DOOR_ MANUFACTURER'S STANDARD FINISH COLOR TO VERIFIED WITH LANDLORD AND TENANT. BE 2. G. C. TO VERIFY PROPER EGRESS OPERATION OF ALL DOORS. PERFORM ALL REPAIRS AS REQUIRED. PLUMBING NOTES v O PAINT DOOR AND FRAME (BOTH SIDES) PRATT AND LAMBERT CELLUTONE SATIN BASE 2, TINTED, #1230 3. ALL CLOSERS TO BE HEAVY DUTY INDUSTRIAL TYPE WITHOUT HOLD -OPEN DEVICES. 4. ALL EXTERIOR DOORS TO HAVE HINGES WITH NON -REMOVABLE PINS (NRP). NON -REMOVABLE ALL PLUMBING WORK SHALL BE DESIGN/BUILD BY THE SELECTED GENERAL CONTRACTOR. 1. TOILET ROOMS SHALL BE CONSTRUCTED OR REMODELED AS REQUIRED TO COMPLY WITH THE ACCESSIBILITY STANDARDS OF THE A.D.A. AMERICANS WITH DISABLITIES ACT ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, CODES AND ORDINANCES. 2. FIXTURES SHALL CONSIST OF WATER CLOSET, LAVATORY, SINKS, PIPING TO FLOOR DRAIN, CONNECTION TO WATER SERVICE AND SANITARY SEWER, LIGHT FIXTURES, MECHANICAL EXHAUST SYSTEM, HARDWARE, MIRRORS, TOILET PAPER HOLDERS, GRAB BARS BEHIND MARCH WIND, OIL BASED ENAMEL. COLOR FOR EXTERIOR SIDE TO MATCH STANDARD O 6 COLOR FORBUILDING DESIGN. VERIFY WITH LANDLORD AND TENANT. PINS AND LOCK PROTECTOR REQUIRED ON VAULT AND SECURITY DOORS IF DOOR SWING IS REVERSED (SWINGS OUT). COORDINATE WITH TSA. 5. ALL EXTERIOR HOLLOW METAL DOORS TO BE FULLY INSULATED. EXTERIOR DOORS AND FRAMES TO BE GALVANIZED. 16"H x 10"W VIEW 7. ALL DOORS SHALL BE PROVIDED WITH HANDICAP HARDWARE (LEVERS, PANIC HARDWARE, ETC.). AND ALONG SIDE OF TOILET, HAND DRYERS AND ANY OTHER ITEMS REQUIRED BY CODE. PANEL, TYPICAL. 8. ALL EMERGENCY EXITS SHALL OPERATE WITHOUT THE USE OF A KEY FROM THE INSIDE OF THE BUILDING. 3. WATER HEATER SHALL BE BASED ON A.O. SMITH DEL-5 ELECTRIC HEATER WITH CAPACITY OF 1500 WATTS AT 100 VOLTS. UNIT SHALL HAVE 6 GALLON CAPACITY AND PRESURE/TEMPERATURE RELEIF VALVE. 4. WATER CLOSET SHALL BE BASED ON AMERICAN STANDARD "CADET" MODEL # 9469.016 FLOOR MOUNTED UNIT AT HANDICAP HEIGHT 9. ALL HOLLOW METAL DOOR FRAMES TO BE WELDED IN LIEU OF KNOCK -DOWN CONSTRUCTION. WITH SLOAN ROYAL FLUSH VALVE 115-3 OLSONITE 95 OPEN FRONT, WHITE SEAT, & BOLT CAPS. 10. PROVIDE DRYWALL FRAMES (HOLLOW METAL) FOR ALL INTERIOR PARTITIONS. SIZE FRAME SUCH 5. LAVATORY SHALL BE BASED ON AMERICAN STANDARD MODEL 9140.013, 27%20" WALL HUNG LAVATORY, MOUNTED AT HANDICAP THAT PARTITION CONSTRUCTION FITS WITHIN THROAT OF FRAME. PROVIDE CONTINUOUS SEALANT HEIGHT WITH CARRIER, HERITAGE 2238.129 FAUCET WITH WRIST BLADE HANDLES, 1-1/4 O.D. P-TRAP AND GRID DRAIN 7723.018. FOR ENTIRE PERIMETER OF FRAME (BOTH SIDES). PROVIDE 3 ADJUSTABLE JAMB ANCHORS AND INSULATE ALL EXPOSED TRAPS, WATER LNES, AND STOPS WITH PREMANUFACTURED INSULATION PRODUCT SIMILAR TO SKAL-GUARD. 1 BASE ANCHOR FOR EACH JAMB. 6. FLOOR DRAIN SHALL BE BASED ON J.R. SMITH, MODEL # 2005-A OR EQUAL DUCO CAST IRON BODY AND FLASHING COLLAR WITH 12. LOCATE ACCESSIBILITY SIGNAGE FOR TOILETS ON WALLS ADJACENT TO LATCH SIDE OF PROJECTOR CAP AND NICKEL BRONZED ADJUSTABLE STRAINER HEAD WITH SECURED SQUARE HOLE GRADE. DOOR (+60" A. F.F.). 7. FIELD VERIFY PLUMBING SERVICES PROVIDED UNDER THE "SHELL" CONSTRUCTION ALL SANITARY PIPING SHALL BE INSTALLED BELOW D E 13. G.C. RESPONSIBLE FOR ELECTRICAL WORK, TESTING AND OPERATION OF DOOR ALL AUTOMATIC GRADE. VERIFY EXISTING ELEVATION. ENTRANCE/EXIT DOORS. 42" ROYAL BLUE KICKPLATE. 14. UNLESS NOTED OTHERWISE, DOORS, FRAMES AND HARDWARE ARE SUPPLIED AND INSTALLED BY THE G. C. 8. PROVIDE NEW MOP BASIN AT LOCATION SHOWN. PROVIDE 4'-0" FRP WAINSCOT @ PERIMETER OF MOP BASIN. CUT AND PATCH FLOOR AS REQUIRED_ MOP BASIN SHALL BE BASED ON FIAT MODEL MSB-2424, FLOOR MOUNTED AND AN AMERICAN STANDARD FAUCET WITH VACUUM BREAKER. INSTALL MOP BRACKET (FIAT 889CC) ABOVE BASIN AT 32" AFF. OT = TEMPERED GLASS 15• G.C. TO PROVIDE OVERHEAD DOOR STOP (GLYNN-JOHNSON MODEL NO. 80S) FOR DOORS NOT ADJACENT TO PERPENDICULAR WALLS. 16. QUANTITIES OF SPECIFIC HARDWARE ITEMS INDICATED IN HARDWARE SETS DOCUMENT NUMBER OF ITEMS REQUIRED FOR EACH INDIVIDUAL DOOR MARK. 9. SINK AT BREAK AREA COUNTERTOP TO BE DAYTON'S HOSPITALITY SINK. A ONE COMPARTMENT SINK MODEL NO. K5-1 1719 TYPE 302 STAINLESS STEEL SINK. PROVIDE AN ELKAY MODEL LK-232-BH-5 FAUCET WITH GOOSENECK FAUCET. 2" P-TRAP WITH CLEANOUT AND SUPPLY STOPS UNDERCOUNTER. INSULATE ALL EXPOSED WASTE AND WATER PIPING UNDER SINK. PROVIDE GARBAGE DISPOSER UNDERSINK: 'IN-SINK- ERATOR' MODEL #SS-50, 1/2 H.P. 2 IA-7. 1 OT = TEMPERED GLASS F 711 i Le 7'- 0" COORDINATE DIMENSIONS AND ii it O SLIDING PACKAGE WITH DOOR MANUFACTURER. 3-5 8" 20 GA. METAL KICKERS @ 32" O.C. I; I PROVIDE HOLD DOWN i; i CLIPS IN VESTIBULE 45 3-5/ 8" GA. METAL STUDS @ ENA 0 0 0VESTIBULE 3 17'- 4" EXIT) SLIDING DOOR DECALS 1O'IN' (GREEN) B/ 0 'OUT' ( GREEN) 16" O.C. W/ 5/8" GYP. BD. APPLIED TO DECK ABOVE. GYP. BD. BULKHEAD TO ALIGN W/ GYP. BD. BULKEAD @ STOREFRONT. 0 T O 0010 O3 DO NOT ENTER' (RED) 40 'CAUTION: AUTOMATIC DOOR' FIRE TREATED WOOD BLOCKING (TYP.) 3 4 2 NOTE: COORDINATE INSTALLATION OF DECALS SALES AREA 0 ENTRY) EXIT) WITH DOOR MANUFACTURER. 7'-0" 00 00 Q PACKAGE WIDTH (TYPICAL) VERIFY FINAL LOCATION OF VESTIBULE WITH TENANT. 0= TEMPERED GLASS 1 ENLARGED VESTIBULE 2 VESTIBULE SECTION 3 NOT USED 1 / 4 = 1'- 0" NO SCALE REVISION # 35 SUMMARY A. ADDED SHEET PHILLIPS now-m 111111 P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.394. 1616 1- 770.3941314 RF p K J E F G H R E ANCHOR BCDCONSULTANTSEALREVISIONS DATE DESCRIPTION A 10/26/ 04 ADD FCPO & SHOP'D' This document is 0 Phafipe Pcrtnerahip, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. AN rights reserved. This document rnoy not be reproduce A without the prior written convent of Phillips Portr ship. PC. TENANT Cara utlet 2171 W. P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER A* 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 09/ 24/04 DRAWN BY/CHECKED BY DEB DRAWING TITLE SCHEDULES & MISCELLANEOUS DETAILS SHEET R A IA=7m 00• CENTRAL PARK WEST w SUITE 400 O•