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1401-1481, 1601-1691, 2011-2081, 1011-1081, 1341-1397 WP Ball Blvd (a)
1401-W.P. B.ALL BOULEVARD �HE MARKETPLACE AT SEMINOLE'TOWNE CENTER NORTH AMERICAN PROPERTIES CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 1401 W.P. BALL BOULEBARD SANFORD, FLORIDA 32771 VICINITY 1,550 NORTH BROWN ROAD 68 LOCATION: OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE �VITE 100 TEL: (770) 491-7550 1080 HOLCOMB BRIDGE ROAD JOEL MABRY PROJECT ADDRESS: BLDG. 200 SUITE 150 TEL: (770) 643-6566 ROSWELL, GA 30075 FAX: (770) 643-9540 r ARCHITECT: P'HILLIP'S PARTNERSHIP ROB FRENCH PLUMBING: 9000 CENTRAL PARK WEST DWIGHT BAILEY BUILDING SET BACKS: FRONT: 25'-0" SUITE 400 TEL: (770) 394-1616 NORCROSS, GA 30093 TEL: (770) 447-5547 ATLANTA; GA 30328 FAX: (770) 394-1314 z FAX: (770) 448-0262 CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN ELECTRICAL: JORDAN & SKALA 3660 MAGUIRE BLVD. WIND SPEED: 110 MPH SUITE 200 TEL: (407) 898-1511 TEL: (770) 447-5547 SIESMIG ZONE; REFER TO STRUCTURAL DRAWINGS ORLANDO, FL 32803 FAX: (407) 898-4791 NORCROSS, GA 30093 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 1401 W.P. BALL BOULEBARD SANFORD, FLORIDA 32771 VICINITY SPRINKLERED: 75'-0" MAX. AW 1W NORTH 1 u:• FACE OF STRUCTURE CENTERLINE OF COLUMN 24 NOTE TAG REFERENCING GENERAL NOTES ON PLANS DOOR NUMBER, SEE DOOR SCHEDULE 3 ELEVATION MARK A-4.1 4 A-.6.2 ENLARGED PLAN DETAIL MARK SECTION MARK A-5 4' 'SIM'- SIMILAR 'OH'- OPPOSITE HAND GE�NERAL NOTES 1 . GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY LOCATION AND ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF APPLICABLE) AND ARCHITECT, 2. THE GENERAL CONTRACTOR SHALL OBTAIN PERMITS, APPROVALS, INSPECTIONS, CERTIFICATE FOR COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS REQUIRED. 3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT PERSONNEL. 4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER, LIGHT, AND TELEPHONE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS, GENERAL CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE 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. 7ei:73.Yc1 !y`�jii'��11r�i's�.kS •rp t5 5 '!q T jvRr 1 IAMS DRAWING CALCULATIONS INDEX ARCHITECTURAL USE AREA (S.F.) SQ. FT. PER OCCUPANT A -p.1 PERSON LOAD TOTAL OCCUPANCY 5,200 30 173 MECHANICAL M-1 1 UNITS OF EGRESS REQUIRED (0.20" x 173) MEANS OF EGRESS AT FRONT (PROVIDED) MEANS OF EGRESS AT REAR (PROVIDED) TOTAL UNITS OF EGRESS (PROVIDED) 35 1,550 NORTH BROWN ROAD 68 INCHES 34 INCHES 102 �VITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER SITE ZONING: PD PLUMBING: 5365 OAKBROOK PARKWAY JEREMY WAITS BUILDING SET BACKS: FRONT: 25'-0" NORCROSS, GA 30093 TEL: (770) 447-5547 REAR: 20'-01` FAX: (770) 448-0262 SIDE: 10'-0" ELECTRICAL: JORDAN & SKALA TONY OWEN WIND SPEED: 110 MPH 5365 OAKBROOK PARKWAY TEL: (770) 447-5547 SIESMIG ZONE; REFER TO STRUCTURAL DRAWINGS NORCROSS, GA 30093 FAX: (770) 448-0262 APPLICABLE COPJES: FLORIDA BUILDING CODE (FBC) 2001 EDITION LIFE SAFETY CODE (NFPA 101) 2000 EDITION LANDSCAPE' SITE SOLUTIONS DAVID FLOYD NATIONAL ELE,(;TRIC 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 - ATLANTA, GA 30342 FAX: (404) 459-9412 MECHANICAL VOLUME (IMV) 2000 EDITION FLORIDA BUILDING CODE - GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS PLUMBING VOLUME (IPV) 2000 EDITION CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 BUILDING 400 FAX: (770)522-9273 ATLANTA, GA 30350 OCCUPANCY CLASSIFICATION: MERCANTILE TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED BUILDING CITY OF SANFORD DON FLORIAN SPRINKLERED DEPARTMENT: 300 N. PARKAVENUE SANFORD, FL 32772 TEL: (407) 330-5657 ALLOWABLE HEIGHT: 2 STORIES - 55' FAX: ACTUAL HEIGHT: ONE STORY - VARIES (354" MAX.) FIRE SANFORD FIRE DEPARTMENT TIM ROBLES ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) DEPARTMENT: FIRE PREVENTION DIVISION OCCUPANT SEPARATION: N/A P.O. BOX 1788 TEL: (407) 302-2520 TENANT SEPARATION: 1 HOUR SANFORD, FL 32771 FAX: (407) 302-2526 EXITS REQUIRED: 2 HOUR SITE THE BRIAR CORPORATION BOB HARRELL EXITS PROVIDED: 2 HOUR CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX TRAVEL DISTANCE: SPRINKLERED: 75'-0" MAX. AW 1W NORTH 1 u:• FACE OF STRUCTURE CENTERLINE OF COLUMN 24 NOTE TAG REFERENCING GENERAL NOTES ON PLANS DOOR NUMBER, SEE DOOR SCHEDULE 3 ELEVATION MARK A-4.1 4 A-.6.2 ENLARGED PLAN DETAIL MARK SECTION MARK A-5 4' 'SIM'- SIMILAR 'OH'- OPPOSITE HAND GE�NERAL NOTES 1 . GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY LOCATION AND ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF APPLICABLE) AND ARCHITECT, 2. THE GENERAL CONTRACTOR SHALL OBTAIN PERMITS, APPROVALS, INSPECTIONS, CERTIFICATE FOR COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS REQUIRED. 3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT PERSONNEL. 4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER, LIGHT, AND TELEPHONE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS, GENERAL CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE 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. 7ei:73.Yc1 !y`�jii'��11r�i's�.kS •rp t5 5 '!q T jvRr 1 IAMS DRAWING CALCULATIONS INDEX ARCHITECTURAL USE AREA (S.F.) SQ. FT. PER OCCUPANT A -p.1 PERSON LOAD TOTAL OCCUPANCY 5,200 30 173 MECHANICAL M-1 1 UNITS OF EGRESS REQUIRED (0.20" x 173) MEANS OF EGRESS AT FRONT (PROVIDED) MEANS OF EGRESS AT REAR (PROVIDED) TOTAL UNITS OF EGRESS (PROVIDED) 35 INCHES 68 INCHES 34 INCHES 102 INCHES PLUMBING P-1.1 ELECTRICAL E-1.1 COVER SHEET FLOOR PLAN, DETAILS, & SPECS WHITE BOX FLOOR PLAN MECHANICAL WHITE BOX FLOOR PLAN PLUMBING WHITE BOX FLOOR PLAN ELECTRICAL n.�1 By �- Sanford- to Dateo YJ !!FF d 1 REVISION # 38 SUMMARY A. SHEET ADDED PHILLIPS P A R T N E R S H I P Architecture - Interior Design Planning Phone 770.3941616 F 770.3941314 SRF;; RE K 'J B E F G H C F ANCHOR B C 0 CONSULTANT This document is d Phillips Partnership, PC and is considered .ari Instrument of Service and is solely for use with respect to the projectos indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Ponnership, PC. TENANT MOVIEWO KS i 1401 W.P.BALL�*BOULEVARD PROJECT I THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA, CLIENT _'F k NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200,`SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE COVER SHEET SHEAT IIMBR , 38 A,,sm V Q,AMU. 1 ;r R� a ° o , n ITE SOX FLOOR PLAN SCALE: 118"=1'-0" EXHAUST FAN VENTED TO EXTERIOR WALL TOILET PAPER DISPENSER RESTROOM ELEV. - SIDEWALL SCALE: 1/4"=1'4" HELVETICA MEDIUM WHITE VINYL ADHESIVE LETTERS 4" HIGH NOTE: EACH DOOR SHALL BE LABELED WITH RESPECTIVE SHOP NUMBERS (TYP. AT ALL REAR DOORS.) I I I I I I I 3'-10" 2'X 4' ACOUSTICAL LAY -IN CEILING 18"W x 30"H (21cs) MIRROR CENTERED ABOVE LAVATORY - STAINLESS STEEL FRAME 4 a w'T p ' n. C14 r J. 6" gy CV NORTH 2 REFLECTED CEILING PLAN 0 A-1.1 SCALE: 18"W x 30"H (Wcs) MIRROR CENTERED ABOVE LAVATORY - STAINLESS STEEL FRAME ZX 4' ACOUSTICAL LAY -IN CEILING 12" X 12" ACCESS 1'-3" LAVATORY " PANEL CLEARANCE 4 VINYL 1'-6" BASE 4 RESTROOM ELEV. - PLUMBING WALL 5 R STROOM ELEV. SIDEWALL A-1-1 J SCALE: 1/4"=1'-0" A 1.1 SCALE: 114"=1'-0" OF DOOR REAR DOOR DETAIL SCALE: 1/4"=1'-0" NOT USED SCALE: 1/4"=1'-0" SLOPE 16TYP. CEILING PROFILE A41 SCALE: N.T.S. 9 FRONT DOOR DETAIL A-1,1 SCALE: 114"=1'-0" REFER TO DOOR SCHEDULE FOR TYPICAL DOOR& HARDWARE, SHEET RA -7.1 DRINKING FOUNTAIN - SEE PLUMBING 4 DRAWINGS 8' 14" 3'-0" g^ g�r -------------- ((o 0 DD l� - 'I I - LA AT Wl 18"x 36" n HUN IRROR, TYP 6 ENLARGED RESTROOM PLAN A-1.1 SCALE: 114"=1'-0" RESTROOM NOTES" 1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL COMPLY WITH LOCAL HANDICAP CODES AND ADA. 2. USE SAME LAVATORY SPACING & TOILET SPACING FOR RESTROOMS WITH DIFFERENT CONFIGURATIONS. 3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS. 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF 12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK WHERE REQUIRED. WALL TYPES B1 3-518",25 GAUGE DRY WALL METAL STUDS AT 16"o.c. TO 6" ABOVE CLG, WITH 1 LAYER OF 5/8" GYP. BD. EACH SIDE, MOISTURE RESISTANT AT TOILET INTERIOR ONLY. B2 1" METAL FURRING CHANNELS @ 24" O.C. W/ 1" RIGID INSULATION (R-5 MIN) AND 1/2" GYP. BOARD OVER TILT -UP PANEL. 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 W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465, R2 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 W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465, R3 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 6',25 GAUGE DRY WALL METAL STUDS AT 16" O.0 WITH BATT INSULATION AND 5/8", TYPE '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 NOTE: DIMENSIONS ARE TO FACE OF STUD U.N.O. PROVIDE PAPER HOLDER & MIRROR FOR EACH TOILET ROOM DOOR SCHEDULE KEY MATERIAL MANUFACTURER SPECIFICATIONS INSTALL �c, W-1 GYPSUM BOARD - TAPED, FLOATED, SANDED AND READY FOR PAINT FRAME U-2 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT PROVIDED BY INSTALL SIZE (W x H x T) MATERIAL x CC -1 UNSEALED CONCRETE BROOM CLEAN MARX c c. O WN L.K. G.C. ✓ IF NEW IS REQUIRED, PROVIDE: 3'-0" X T-0" TEMPERED GLASS, ALUM. ALUM. ACT -1 CEILING TILEIGRID ARMSTRONG MINA BOARD CORTEGA 2x4 CEILING TILE 17300 SERIES; WHITE z GS -1 EXPOSED STRUCTURE NO FINISH 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 MARK PROVIDED BY INSTALL �c, DOOR FRAME REMARKS PROVIDED BY INSTALL SIZE (W x H x T) MATERIAL MATERIAL TOLD " MARX c c. O WN L.K. G.C. ✓ IF NEW IS REQUIRED, PROVIDE: 3'-0" X T-0" TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. 1 MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. STORE FRONT (SHELL SCOPE) O2TEMPERED ✓ (2) 3-0' X 7-0 GLASS, ALUM, ALUM. USED AT MAIN ENTRANCE ONLY, CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET STORE FRONT MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 3 o (SHELL SCOPE) O v1 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP._ -0"x T-0" HOLLOW CORE WOOD TO BE USED AT RESTROOM AND \ J v/ v/3' INTERIOR, LOCKSET W/ ADA LEVER WOOD PAINTED OFFICE. V/ V/ T-0" X 7'-0" HOLLOW CORE' HOLLOW METAL ALUM. USED AT BACK OF THE STORE ONLY. METAL TO BE TO BE PAINTED (SHELL SCOPE) PAINTED HARDWARE SCHEDULE MARK PROVIDED BY INSTALL �c, DESCRIPTION OWNR L.K.c.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. REKEYAS 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. 3 o v1 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP._ PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT \ J V/ V/ INTERIOR, LOCKSET W/ ADA LEVER WHITE BOX CONSTRUCTION CRITERIA (SUBJECT TO MINOR REVISION, PLEASE REFER TO LANDLORD'S DRAWINGS) SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB A) 41'- 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER TURN DOWN SLAB AT FRONT WALL UNFILLED EXPANSION CONTROL JOINTS UNSEALED, EXPOSED CONCRETE (BROOM CLEAN) LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED 2. CONCRETE SIDEWALK A) 4" - 3,000 PSI CONCRETE NO WIRE MESH TOOLED JOINTS WITH 2" TROWEL 3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES. 4. STOREFRONT B) ONE SINGLE DOOR UNLESS NOTED OTHERWISE ON THE LANDLORD'S DRAWINGS) BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE LANDLORD'S DRAWINGS) 9'- 0" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, OR AS NOTED DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS) STOREFRONT DOOR WITH STANDARD HARDWARE AND CLOSURE. LOCK CYLINDER TO BE KEYA13LE 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. I) 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. MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL WHITE BOX CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1, DEMISING WALLS J) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED WITH 3-5/8", 18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 6", 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 2. REAR WALL A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W R-5 RIGID INSULATION AND 5/8" GYP. BOARD ON 1"Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF (FIRE TAPED TO DECK ABOVE). B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH MOISTURE RESISTANT GYPSUM BOARD ON 1"Z FURRING CHANNELS WITH MINIMUM R-11 RIGID INSULATION, PAINT READY TO 8"6" AFF, 3. ACOUSTICAL CEILING A) 2'0"X4'Q" STANDARD GRID SYSTEM, WITH 5/8" NON -DIRECTIONAL FISSURED, FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-0" AFF AT RESTROOM. B) LANDLORD TO INSTALL "CUT" CEILING TILES ONLY, ALL FULL 2X4 CEILING TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION. 4. TOILET ROOMS A) 3'0" X 7'0" PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH LEVER HANDLE HARDWARE (PRIMER PAINT). B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED. C) WALL HUNG 18"X36" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE LAVATORY. D) ONE TOILET PAPER HOLDER MOUNTED 1'5" TO 17" AFF PER TOILET. E) GRAB BARS PER CODE. F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF REQUIRED PER CODE. G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S DRAWINGS. H) TANK -TYPE HANDICAP ACCESSIBLE WATER CLOSETS. 1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE STRAINER AND INSULATED PIPE GUARDS. J) ONE EXHAUST FAN, PER RESTROOM. K) ONE LIGHT SWITCH PER RESTROOM. L) ONE WALL MOUNTED FLUORESCENT FIXTURE. NOTE: ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS SHOWN ON THE FLOOR PLANS FOR YOUR SPACE. PLUMBING/FIRE PROTECTION 1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED IN LANDLORD'S DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.) 2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE. 3. 10 GAL. ELECTRIC WATER HEATER. HVAC 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S). A) NON -DIRECTIONAL DIFFUSERS B) ONE RETURN AIR GRILL, PER RTU C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK DISTRIBUTION. 2. PROVIDE A STANDARD HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN RETAIL SPACE. ELECTRICAL 1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE. K) 0- 999 SF 100 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE L) 1,000 - 3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE M) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE N) 6,000 - 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE NOTE: WIRE MAYBE COPPER OR ALUMINUM 2. OUTLETS WALL MOUNTED DUPLEX OUTLETS AT 20'0" O.C. ALONG SIDE WALLS, 15" 1'3" AFF ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD. ONE (1) GFI OUTLET IN EACH RESTROOM. 3. LIGHTING A) ONE (1) 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1) FIXTURE, PER 96 SF FOR 80% FOR THE SPACE AND ONE (1) FIXTURE PER 200 SF FOR THE REMAINING 20% OF THE SPACE. B) ONE (1) 24" FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6" ABOVE THE VANITY MIRROR IN EACH RESTROOM. C) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH), D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM. 3. TELEPHONE PROVIDE 3/" X 2'0" X 2'0" F.R.T. PLYWOOD BACKBOARD ON REAR WALL, AT TELEPHONE CONDUIT LOCATION. REVISION # 38 SUMMARY A. SHEET ADDED PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning I Phone 770.3941616 Fax 770.394.1314 fi?u K J I L e E F G H C EA: ANCHOR B G D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX This document is ® Phillips Partnership, PG 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 OVI E V V ORKS 1401 W.P. BALL BOULEVARD PROJ ECT THE A KETP'L.A AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT I !NORTH 71MEWCAN PROiPF.MB 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 FLAN, DETAILS, & SPECS SHEET NUMBER ,a's° +rvr'""t •aglY'"` r +wesa„,. a� ,,�„�,, r y,m'r '"'x W'pVµ 38 It � AP w d 0 ® • PARk WEST 'Ii L.�NIA,.'GEO.kGIA 30326 ``•F 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 RUNOUFS 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 SHEEMETAL 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 D/ RAIN GUTTI::R: 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 MEMBElk OF THE AABC OR NEBB. REPORT SHALL INCLUDE THE FOLLOWING TEMPERATURE READINGS, IN ADDITION TO AIR FLOWS: AIR LEAVING DIFFUSERS, AIR LEAVING HVAC UNIT, OUTSIDE AMBIENT AT TIME OF TEST. SUBMIT CERTIFIED TEST AND BALANCE REPORT TO OWNER/ARCHITECT FOR APPROVAL. 26. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS, 27. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS, CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 28. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEM, ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC COORDINATE EXACT LOCATION OR ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS. 29. MOUNT THERMOS -FATS AND/OR SENSORS 4'0" AFF UNLESS NOTED OTHERWISE. 30. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL ON AND ANCHORED TO MINIMUM 12" HIGH INSULATED ROOF CURBS. CONTRACTOR SHALL COORDINATE ROOF SLOPE AND ACTUAL CURB HEIGHTS WITH ARCHITECTURAL DRAWINGS. ALL REFERENCES TO ROOF HEIGHTS REFER TO HEIGHTS ABOVE FINISHED ROOF SURFACE, 31. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. AND ARCHITECTURAL_ REFLECTED CEILING PLAN. 32. ROOFTOP HVAC UNITS SHALL BE INSTALLED SUCH THAT ROOF DECK IS COMPLETE AND CONTINUOUS UNDER BOTTOMS OF HVAC UNITS, AND SHALL BE CUT ONLY FOR UNIT SUPPLY AND RETURN OPENINGS. SPACE BETWEEN ROOF DECK AND BOTTOM OF ROOFTOP HVAC UNITS (INSIDE OF ROOF CURBS) SHALL BE FILLED WITH HIGH DENSITY ACOUSTICAL INSULATION. 33. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH BAKELITE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON A BLACK BACKGROUND, NAMEPLATE SHALL SHOW TENANT AND/OR SUITE SERVED. TOTAL TRAP HEIGHT = X + H + 1.5 D WHERE: H = AT LEAST 1" PLUS CASING SP D = PIPE DIAMETER PIPE TO NEAREST ROOF GUTTER TOTAL TRAP HEIGHT CONDENSATE FROM ROOFTOP AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO DISCHARGE INTO THE NEAREST GUTTER/DOWNSPOUT - COORDINATE GUTTER LOCATIONS WITH ARCHITECTURAL ROOF PLAN, CONDENSATE DRAIN PIPING TO BE ROUTED ON ROOF, SUPPORTED ON BLOCKING AT MAXIMUM 8 FOOT CENTERS, AND SLOPED AT 1/8" PER FOOT MINIMUM. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. MULTIPLE UNITS MAY HAVE CONDENSATE PIPING MANIFOLDED INTO A COMMON PIPE TO DRAIN, UNLESS INDICATED OTHERWISE ON DRAWINGS, CONDENSATE DRAIN PIPING SHALL BE SIZED PER THE FOLLOWING CRITERIA: 3/4" FOR UP TO 2 TON CONNECTED COOLING LOAD; 1" FOR 2 THRU 5 TONS; 1-1/4" FOR 5 THRU 30 TONS; 1-1/2" FOR 30 THRU 50 TONS; 2" FOR 50 TO 170 TONS; 3" FOR 170 TO 300 TONS; 4" FOR 300 THRU 430 TONS. CONDENSATE DRAIN TRAP DETAIL 1 NOT TO SCALE -WHITE BOX FLOOR PLAN - H.V.A.C. M1.1 SCALE: 1/8" = V-0" FAN AND VENTILATOR SCHEDULE TAG TYPE CFM S.P. DRIVE MOTOR RPM DUTY MODEL REMARKS G H C I L e E F EA: ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. j� Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5647 FAX (770)448-0262 EF -1 .............................................. ....................... CABINET CENTRIFUGAL 85 ».................................................................. ................ ..........:........ ............................. 0..25" ......................... DIRECT .............. ..............:.. 50 .: ................. 1200 1EXHAUST PENN ZEPHYREFTE ZT 1 1,2;3,4,5 ............. ...............................:............................:...........::.............................................. .............. ;...................... ................................................ REMARKS/ACCESSORIES: SENSIBLE COOLING 1. CABINET CENTRIFUGAL EXHAUST FAN WITH INTEGRAL TRHERMAL OVERLOAD PROTECTION 2. DISCONNECT SWITCH/PLUGS LUGS FAN COOLING 3. INTEGRAL GRAVITY BACKDRAFT DAMPER ELECTRIC 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. 1401 W.P. BALL BOULEVARD RTU -3 ! 3 CARRIER 50TME004 1 1200 1.0' AIR DISTRIBUTION SCHEDULE TAG MODEL SIZE NECK DAMPER FINISH DUTY MATERIAL A TITUS PAS 24X24 6"0 YES MANUF. STD WHITE SUPPLY STEEL .......... ............. .................. ................ ....................... ................... :....o..................................................................... ............ ............................................ . B TITUS PAS 24X24 8"0 YES MANUF. STD WHITE SUPPLY STEEL ...--..............................._........................................................................................................_............,.....,...........a....:.........................................................................................,........................................... C TITUS PAS 24X24 ( 10"4 YES MANUF. STD WHITE SUPPLY STEEL D TITUS PAS 24X24 12"0 YES MANUF. STD WHITE SUPPLY STEEL _....._.....;..---_n....�...«..�.__............_...---------._......... - - E TITUS PAS 24X24 14"0 YES MANUF. STD WHITE SUPPLY STEEL F TITUS 50F 24X24 --- NO MANUF. STD WHITE RETURN ALUMINUM COORDINATE MOUNTING FRAME REQUIREMENTS WITH ARCHITECTURAL REFLECTED CEILING PLANS. SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY TITUS, EQUAL PRODUCTS BY KRUEGER, METAL-AIRE. NYLON TIES 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 PER MANUFACTURER'S RECOMMENDATIONS. INTERIOR LINER ROUND SHEET METAL DUCT. PRE -INSULATED FLEXIBLE DUCTWORK. SEE DIAMETER AS INDICATED ON PLANS SPECIFICATIONS. LENGTH NOT TO EXCEED 4'-0". PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF KINKS & SAGS. TRUNK DUCT-/ .................... SPIN -IN FITTING - WITH DAMPER & SCOOP FOR SUSPENDED CEILING. SUPPLY AIR APPLICATIONS, SEE ARCH. PLANS PLAIN SPIN -COLLAR FOR FOR TYPE. RETURN APPLICATIONS -........ .........__ .............. SUPPLY .DIFFUSER OR RETURN AIR GRILLE RUN -OUT CONNECTION DETAIL NOT TO SCALE PACKAGED ROOFTOP H.V.A.C. UNITS Pww 770.394J616 'ax 770.394J314 RF RE K J G H C I L e E F EA: ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. j� Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5647 FAX (770)448-0262 E L jse0jordanskala.com 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) written consent of .Phillips Partnership, PC. HEATER (LBS.) 1401 W.P. BALL BOULEVARD RTU -3 ! 3 CARRIER 50TME004 1 1200 1.0' 25% 1 36.6 26.0 10.0 SEER 12.3 ' 485 LBS. 1-8 ...___............................................................................................................................................................................................ RTU -4 4 CARRIER 50TME005 1600 .............. ......_........__......: 1.0" 25% 1-1/2 50.5 35.6 10.0 SEER 15.8 ! 495 LBS. ................................ 1-8 .......................................1............:...:..............................,.......................... . RTU -5 5 CARRIER 50TME006 f 2000 10, 25% 2 60.9 45.3 10.0 SEER 15.8 515 LBS. I 1-8 __,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,, i RTU -6 6-1/2 I CARRIER 50TME007 1 2400 ......................... ............._L..............................., ...........!............................................................................:.f.:.........................................,....................................................................................................................................: 1.0" 25% ,,,_................ 3 ......_................................. 76.2 ............................ ..... ......................................... 56.8 ............. 10.3 EER ...................... ......................................... 15.8 635 LBS. i........................................... 1-8 NOTE: COOLING CAPACITIES ARE BASED ON 95'F DB AMBIENT, 80-FDB/"'&'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 45T. 7. 0-25% OUTSIDE AIR HOOD WITH TWO -POSITION DAMPER 8. ELECTRONIC DIGITAL THERMOSTAT, AUTOMATIC -CHANGEOVER, PROGRAMMABLE 9. SMOKE DETECTOR (SEE GENRAL NOTES) SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY CARRIER. APPROVED EQUALS BY TRANE, YORK. CONDENSER FAN DISCHARGE DISCONNECT (SEE ELECTRICAL DWGS.) PREFABRICATED ROOF CURB - POWER WIRING (SEE ELECTRICAL) - SUPPLY AIR DUCT OUTDOO TAKEE/ECON INTAKE/ECONOMIZEROMIZER HOOD (WHERE APPLICABLE) BAROMETRIC RELIEF HOOD (WHERE APPLICABLE) CONDENSATE DRAIN TO BE ROUTED ON ROOF TO NEAREST ROOF DRAIN UNLESS NOTED OTHERWISE ROOF DECK -�` THERMOSTAT WIRING 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. GAG ROOFTOP AIR CONDITIONER DETAIL NOT TO SCALE PHILLIPS'� Woo -son P A R T N E R S H I P Architecture - Interior Design • Planning Pww 770.394J616 'ax 770.394J314 RF RE K J G H C I L e E F EA: ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. j� Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5647 FAX (770)448-0262 E L jse0jordanskala.com COPYRIGHT ® 2004 JORDAN & SKAIA ENGINEERS INC. SEAL ' r REVISIONS # DATE DESCRIPTION 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 MOVI EWORKS 1401 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT gi NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 10/18/04 DRAWN BY/CHECKED BY MLVV/GMS DRAWING TITLE WHITE BOX FLOOR PLAN H.V.A.C. SHEET NUMBER 7;7 7777�I •16® PA 4e0 a ®� e E............................_..................._.......__..._......�.,..,.,............... ..,,'� '�_ CONNECT NEW 3/4"CW TO EXISTING 3/4" VALVED CW CONN. 4 VTR 2 2 2 �;, LAV 12„ z" '•'' I 2 i4" WC I WHITE BOX FLOOR PLAN SCALE. SCALE: 1/4" = 1'-0" \ \ 2 w. 1 /2„ ` 3/4 WATER C� COOLER "11-1 C�2' 2�,�,, 3/4" C / » .�, 1/2I • ./� /2„ WCC, ..- WH ' WC 1/2" 11 /2>' 1/2" C I� LAV C • 1/2" SANITARY AND DOMESTIC WATER ISOMETRICS SCALE: N.T.S DIELECTRIC UNION (TY ASME T&P RELIEF VAL DISCHARGE FULL SIZE & TERMINATE 6" MIN. 1 1/2" HIGH SAFETY 1" DRAIN ROUTE A/C TERMINATE 6" MIN. AFI CEILING SUSPENDED EWH SCALE: N.T.S. GALLON EXPANSION TANK VACUUM RELIEF GATE VALVE (TYP.2) 1/2" CW SUPPLY 1/2" HW OUTLET 3/4" CADMIUM PLATED ALL THREAD ROD WITH LOCK WASHERS AND DOUBLE NUTS (TYPA) SOLDER SEAMS WATER TIGHT CROSS BREAK BOTTOM OF PAN TO DRAIN POINT 2" X 2" X 1/4" GALVANIZED ANGLE IRON FRAME DRAIN VALVE 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-SEI- OUTLET CONNECTION. FCO -TILE FLOORS JAY R. SMITH FIG. 4151 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP RECESSED FOR TILE WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. FCO -CARPETED FLOORS JAY R. SMITH FIG. 4020-Y C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG, ADJUSTABLE ROUND NICKEL BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. LAVATORY -WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS. ELECTRIC WATER COOLER CARRIER -WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS. PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES, 2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2001 FLORIDA PLUMBING CODE WITH ALL APPLICABLE LOCAL CODE AND ORDINANCES. 3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES, 4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. 5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM, 6. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0" FROM ACCESS PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. 7. ALL COLD WATER, AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS. 8. PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER LINES SERVING PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. 9. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. 10. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 11. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE, 12, ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. 13. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THE LEAST VISIBLE LOCATION FROM THE ENTRY VIEW. PLUMBING MATERIALS 1. COLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER TUBING CONFORMING TO ASTM B-88 WITH SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, DOMESTIC COLD WATER SERVICE PIPING BELOW GRADE SHALL BE CEMENT LINED DUCTILE IRON PIPE WITH PUSH -ON JOINTS. DOMESTIC WATER BRANCH PIPING BELOW GRADE SHALL BE PROTECTED WITH SLEEVES AT ALL PENETRATIONS THROUGH CONCRETE. 2. SANITARY WASTE & VENT PIPING ABOVE GROUND SHALL BE NO -HUB CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT BE LOCATED IN RETURN AIR PLENUM SPACES. 3. SANITARY WASTE PIPING BELOW GROUND SHALL BE CAST-IRON WITH PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS. 4. ALL ABOVE GRADE HOT AND COLD DOMESTIC WATER PIPING SHALL BE INSULATED EXCEPT AT HORIZONTAL CHASE BRANCH PIPING TO INDIVIDUAL PLUMBING FIXTURES AND ON VERTICAL RISERS WITHIN SEALED CHASES. ALL HOT WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1 INCH NOMINAL THICKNESS PIPE INSULATION WITH VAPOR BARRIER JACKET, ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1/2 INCH THICKNESS INSULATION ON PIPING 2" AND SMALLER, 1" THICK INSULATION ON PIPING 2 1/2" AND LARGER. OWENS-CORNING ASJ/SSLII OR EQUAL. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION STORAGE CAPACITY A/C ABOVE CEILING ELECTRICAL CRITERIA A/F ABOVE FLOOR KW AFF ABOVE FINISHED FLOOR GALLONS AFG ABOVE FINISHED GRADE INPUT B/F BELOW FLOOR B/G BELOW GRADE - - - CW COLD WATER PIPING C DN PIPING TURNING DOWN ----{>a- GV GATE/BALL VALVE 1-3 H.C. HANDICAPPED - -- -- HW HOT WATER PIPING cc- --- P -TRAP S S,W SOIL, WASTE PIPING (ABOVE GROUND) ® --S_ - S,W SOIL, WASTE PIPING (BELOW GROUND) ----i 11 --- UNION UP PIPING TURNING UP V VENT PIPING VTR VENT THRU ROOF II--- WCO WALL CLEANOUT FIRE PROTECTION SYSTEM MATERIALS 1, ALL MATERIALS, PIPE, VALVES AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW AND APPROVED BY NFPA, UNDERWRITER'S LABORATORIES, INC. (U.L.), FACTORY MUTUAL (F/M) AND AMERICAN WATER WORKS ASSOCIATION (AWWA) WHERE APPLICABLE. 2. SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. CLASS 125, AND 250 CAST IRON THREADED FITTINGS, ANSI B16.4. B. CLASS 150, AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI 816.3, C. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47 AND A536, U.L. LISTED, F.M. APPROVED. 3. LIGHTWALL WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47, AND A536, U.L. LISTED, F.M. APPROVED. B. LIGHTWALL 150 PSI, BUTTWELD FITTINGS, ANSI B16.9. 4. AUTOMATIC SPRINKLERS SHALL BE PROVIDED AS FOLLOWS: A. SMALL FRAME GLASS ELEMENT, SEMI -RECESSED, FAST RESPONSE PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH -LAY -IN CEILINGS UNLESS OTHERWISE NOTED. TEMPERATURE RATING OF SPRINKLERS SHALL BE 155' - 165'. SPRINKLERS TO BE VIKING MICROFAST MODEL M SERIES WITH MODEL E-1 ESCUTCHEON, FINISH OF SPRINKLER AND ESCUTCHEON SHALL BE WHITE. B. FAST RESPONSE UPRIGHT PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH NO CEILING. TEMPERATURE RATING IS TO BE 165' UNLESS CONDITIONS REQUIRE HIGHER TEMPERATURE. FINISH OF SPRINKLER TO BE ROUGH BRASS. SPRINKLER TO BE VIKING MICROFAST MODEL M. C. ALTERNATE ACCEPTABLE MANUFACTURERS WITH EQUIVALENT SPRINKLERS ARE AUTOMATIC, CENTRAL GRINNELL, GEM, AND RELIABLE, 5. ALL INTERIOR SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF APPLICABLE SECTIONS OF NFPA, AND THE OWNER'S UNDERWRITER. ALL PIPE, FITTINGS, VALVES, AND SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR WORKING PRESSURES AS REQUIRED BY SYSTEM DESIGN, 6. ALL PIPE, SUPPORTS AND HANGER ASSEMBLIES SHALL BE IN ACCORDANCE WITH NFPA-13 AND SHALL BE U.L. LISTED OR F.M. APPROVED. 7, THE ADDITION TO THE EXISTING SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE EXISTING AVAILABLE WATER SUPPLY PRESSURE. THE CONTRACTOR SHALL CONFIRM THE REVISED SPRINKLER PIPING ARRANGEMENT WITH HYDRAULIC CALCULATIONS. 8. THE TENANT BUILD -OUT AREA IS TO BE PROVIDED WITH AUTOMATIC SPRINKLERS BASED UPON LIGHT HAZARD DESIGN CLASSIFICATION WITH A DENSITY OF .10 GPM OVER 1500 SQ. FT. AND MAXIMUM OF 225 SQUARE FEET SPACING. 9, SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT DIMENSIONS OF 2' X 4' TILES. 10. ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 11. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. 12. ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN DESIGNED CEILING HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. 13. ALL FIRE PROTECTION DRAWINGS SUBMITTALS SHALL BE AT 1/8" SCALE AS A MINIMUM. ALL SUBMITTALS SHALL BE IN REPRODUCIBLE VELLUM OR MYLAR FORMAT ONLY SUBMITTALS OF MULTIPLE PRINTS WILL BE RETURNED WITHOUT REVIEW. 14. FIRE PROTECTION SHOP DRAWINGS SHALL INCLUDE ALL DATA REQUIRED BY N.F.P.A. SECTION 13. SHOP DRAWING PLANS SHALL INDICATE ALL LIGHTS, GRILLES, SOFFITS, ALARMS, SPEAKERS AND OTHER CEILING COMPONENTS, AS WELL AS HYDRAULIC NODE POINTS, TO INSURE COORDINATION. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO AND SECURE APPROVAL OF THE OWNER'S UNDERWRITER, LOCAL AUTHORITY AND/OR STATE AUTHORITIES PRIOR TO SUBMISSON TO THE ENGINEER, THE CONTRACTOR SHALL NOT COMMENCE WORK, PURCHASE, OR PROVIDE ANY MATERIALS TO THE JOB SITE WITHOUT OBTAINING SHOP DRAWING APPROVAL FROM THE ABOVE AND THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COPIES OF ALL HYDRAULIC CALCULATIONS PROVIDING DESIGN DENSITIES, WHERE APPLICABLE. 15. ALL DESIGN DRAWINGS AND CALCULATIONS PREPARED BY THE FIRE PROTECTION SUBCONTRACTOR SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA OR EQUIVALENT FIRE SPRINKLER CONTRACTOR'S CERTIFICATE SEAL. PLUMBING FIXTURE SCHEDULE FIXTURE SELECTION IS BASED ON KOHLER MODELS UNLESS OTHERWISE NOTED, APPROVED EQUAL MANUFACTURERS AS FOLLOWS: FIXTURES: ELDAY, JUST FAUCETS & TRIM: KOHLER, AMERICAN STANDARD, BRASSCRAFT, DELTA, MCGUIRE, SANITARY DASH, ZURN PIH WATER CLOSET - FLOOR MOUNTED - TANK - ELONGATED - SEAT W/COVER - PUBLIC: AMERICAN STANDARD 2216.143 - FLOOR MOUNT, TANK TYPE, COMBINATION FIXTURE, 1.5 GALLON FLUSH, VITREOUS CHINA, ELONGATED SIPHON JET, CHROME PLATED ACTUATOR, BOLT CAPS, WHITE. SEAT BENEKE 520-HPSS COMMERCIAL GRADE SOLID PLASTIC, ELONGATED. CLOSED FRONT SEAT WITH COVER, STAINLESS STEEL POSTS AND SELF-SUSTAINING HINGES, WHITE. SUPPLY - BRASSCRAFT OCR1912 - 1/2" O.D. X 3/8" O.D. ANGLE STOP, WHEEL HANDLE, WALL FLANGE, CHROME PLATED. P2WH LAVATORY - WALL HUNG - GRID DRAIN: KOHLER K-2005 21" X 18" WALL HUNG LAVATORY, 4" CENTERS, CONCEALED ARMS, FRONT OVERFLOW AND BACKSLASH, WHITE. FAUCET - KOHLER K-15199 SINGLE LEVER HANDLE, 4" CENTERS, FLOW RESTRICTOR, WITH GRID DRAIN REPLACEABLE CERAMIC DISC CARTRIDGE, AERATOR, 1 1/4" TAILPIECE, CHROME FINISH. SUPPLY - BRASSCRAFT SR1712A - 1/2" O.D. X 3/8" O.D. ANGLE SUPPLY, LOOSE KEY STOP, WALL FLANGE, CHROME PLATED. TRAP - MCGUIRE 8902 - 1 1/4" X 1 1/2", 17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT AND WALL FLANGE, CHROME FINISH. DRAIN - MCGUIRE 155 -WC - 1 1/4", .17 GAUGE OFFSET DRAIN WITH OPEN GRID STRAINER, CHROME PLATED, LAVATORY WASTE TRAP PRIMER - JAY R. SMITH 2698 - 1 1/4", 17 GAUGE ADJUSTABLE WITH CLEANOUT AND WALL FLANGE, TRAP PRIMER TUBING WITH WALL FLANGE, CHROME PLATED, PROVIDE IN LIEU OF STANDARD TRAP AT LOCATIONS INDICATED ON DRAWINGS, INSULATION KIT - HANDI LAV -GUARD MODEL 102 AND 105 - SELF FASTENING, VINYL INSULATION COVERS FOR DRAIN, TRAPS, AND SUPPLY PIPING WITH ACCESSIBLE ANGLE VALVE INSULATION COVER, WHITE. CARRIER - SMITH 700 SERIES - ADJUSTABLE FLOOR SUPPORT WITH CONCEALED ARMS. P8B ELECTRIC WATER COOLER: OASIS P8ACSL WALL MOUNTED BARRIER FREE BI --LEVEL COOLERS, FRONT PUSHBUTTON OPERATION, HEAVY GAUGE STAINLESS STEEL, UNIT TO PROVIDE MINIMUM 8 GPH OF 50"F WATER WITH 90T AMBIENT AND 80'F SUPPLY WATER TEMPERATURE, VINYL FINISH. SUPPLY - MCGUIRE ST07 - 1/2" O.D. X 3/8" O.D., WHEEL HANDLE STOP. TRAP MCGUIRE 8902 - 1-1/4" X 1-1/2", 17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT, CHROME FINISH. WATER HEATER SCHEDULE SYMBOL LOCATION/ MODEL NO. STORAGE CAPACITY GPH REC./TEMP. RISE ELECTRICAL CRITERIA NOTES OUTLET KW GALLONS RISE TEMPERATURE INPUT EWH-1 ABOVE CEILING/ 2 1/28.3/75'F 120T 1.5 1-3 ELC-2 NOTES: 1. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE 2. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 3. DESIGN BASIS: A.O. SMITH, POINT -OF -USE, SINGLE ELEMENT OPERATION, FIXTURE SCHEDULE MINIMUM SIZE UTILITY TO FIXTURE FIXTURE # FIXTURE TYPE WASTE HOT WATER COLD WATER CONNECTION SUPPLY SUPPLY PIH WATER CLOSET- PUBLIC 4" --- 1/2" P2WH LAVATORY - PUBLIC 1 1/4" 1/2" 1/2" P8B ELECTRIC WATER COOLER 1 1/4" --- 1/2" REVISION # 38 SUMMARY A, ADDED SHEET r�HILLIPS wommom mownwa-ft P A R T N E R S H I P Architecture • Interior Design . Planning "xxw 770.394.1616 '" 770.3941314 RF RE K J i FA F G H C HOR E70 CONSULTANT SEAL Jordan & Skala Engineers, Inc. Project Number - 0&'80070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL• jse0jordanskala.com COPYRIGHT 0 2004 JORDAN & SKAIA ENGINEERS INC. REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX This document ' is 0 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 MOVIEWORKS 1401 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 JMW/RWF DRAWING TITLE WHITE BOX FLOOR PLAN - PLUMBING SHEET NUMRRNR-�' r - ELECTRICAL SPECIFICATIONS TYPE PANELBOARD 1. SCOPE NOTES A 2' X 4, 4 -LAMP RECESSED ACRYLIC LENS MAINS: 400A MLO 4. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE CONNECTED AS INDICATED 1 WIRE:4 INSTALL ALL ELECTRICAL WORK COVERED BY THE BELOW SPECIFICATIONS AND 7 ON THE DRAWINGS. COMMON NEUTRALS AND GROUND WIRES MAY BE NOTES:. APPROVED DRAWINGS. PROVIDE ALL MATERIAL, LABOR, TRANSPORTATION, TOOLS, TYPE. PULLED IN CONDUITS WHERE ONLY OPPOSITE PHASE CONDUCTORS ARE DESCRIPTION SUPERVISION, ETC:, NECESSARY'TO COMPLETE THE TOTAL ELECTRICAL JOB. ALL ' PHASE A B C RUN. ALL CONDUITS SHALL HAVE A GROUND -WIRE -PULLED AND SHALL DESCRIPTION ITEMS NOT SPECIFICALLY MENTIONED HEREIN WHICH ARE OBVIOUSLY NECESSARY TO CKT # COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE. RECEPT-TELEP: BKBD MAKE A COMPLETE WORKING INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR, 7, 77 ABOVE CEILING 0.05 1.6 INCLUDING ANY NECESSARY FIELD ENGINEERING AND/OR DETAIL DRAWINGS REQUIRED. 5. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 6 AWG AND LARGER 3 20/1 RECEPTS. 0.8 DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS PROVIDED FOR IN "SHOP 4 SHALL BE PHASE IDENTIFIED IN EACH ACCESSIBLE ENCLOSURE BY ONE _ 1.8 1 LIGHTS 20/1 DRAWINGS". 7 20/1 RECEPTS. 1.0 INCH WIDE PLASTIC TAPE ATTACHED TO CONDUCTORS IN A READILY 8 9 20/1 RECEPT-SHOW WINDOW VISIBLE LOCATION. TAPE COLORS SHALL MATCH COLOR CODE 11. CODES AND FEES NIGHT EMERGENCY LIGHTS REQUIREMENTS SPECIFIED HEREIN. 10 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST 6. CONNECTIONS BETWEEN FIXTURE JUNCTION BOX AND FIXTURE SHALL BE EDITION OF THE NATIONAL ELECTRICAL CODE, N.F.P.A. #70, NATIONAL ELECTRICAL 20/1 MADE WITH NO 16. AWG SILICONE RUBBER INSULATED STRANDED 13 SPACE SAFETY CODE, ANSIC-2 AND ALL LOCAL AND STATE CODES AND REGULATIONS. THE 14 FIXTURE WIRE, TYPE SFF - 2 (150?C.) OR NO. 16 AWG SPACE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED 17 SPACE THERMOPLASTIC, NYLON JACKETED STRANDED FIXTURE WIRE, TYPE THHN 18 BY THE BUILDING AND SAFETY CODES AND ORDINANCES, AND THE RULES AND SPACE (90°C.) COLOR CODE AS SPECIFIED HEREIN SHALL NOT BE REQUIRED 21 SPACE....... . . . . . . . REGULATIONS OF ANY LEGAL BODY HAVING JURISDICTION. 22 FOR FIXTURE WIRE; HOWEVER, NEUTRAL AND GROUND CONDUCTOR SHALL SPACE 24 25 SPACE BE IDENTIFIED DISTINCTLY FROM PHASE CONDUCTORS AS PER THE I11. WORKMANSHIP SPACE ABOVE SPECIFICATIONS. 29 SPACE ALL WORK SHALL BE NEATLY, ORDERLY AND SECURELY INSTALLED WITH CONDUITS, 7. SPLICES IN CONDUCTORS SHALL BE MADE ONLY WITHIN JUNCTION 5.3 0.6 RTU -5 70/3 PANELS, BOXES, SWITCHES, ETC., PERPENDICULAR AND/OR PARALLEL WITH THE 33 SPACE BOXES, WIRING TROUGHS, AND OTHER ENCLOSURES AS PERMITTED BY 34 PRINCIPAL STRUCTURAL MEMBERS, AND SHALL BE LEFT IN PROPER WORKING ORDER. 5.3 0.6 ---- -- THE NATIONAL ELECTRICAL CODE. DO NOT SPLICE CONDUCTORS IN 37 70/3 RTU -4A 0.6 5.3 THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF 38 PANELBOARDS, SAFETY SWITCHES, OR MOTOR CONTROL ENCLOSURES. 5.3 0.6 ---- -- ELECTRICAL EQUIPMENT. COORDINATE DEVICE LOCATIONS WITH DOOR SWINGS, 41 -- ---- 0.6 5.3 SPLICES IN CONDUCTORS NO. 10 AWG OR SMALLER SHALL BE MADE WITH 42 CABINETS, COUNTERS, ETC., AS INDICATED ON THE ARCHITECTURAL DRAWINGS. DO SKOTCHLOK INSULATED SPRING CONNECTORS, IDEAL WRAPPING 0.0 14.8 11.8 0.0 15.9 10.0 10.0 NOT SCALE ELECTRICAL PLANS. OBTAIN DIMENSIONS FOR LAYOUT OF EQUIPMENT 33.3 0.0 3.7 0.0 7.4 INSULATED CAPS. SPLICES IN CONDUCTORS NO. 8 AWG AND LARGER 66.9 FROM ARCHITECTURAL PLANS UNLESS INDICATED ON ELECTRICAL PLANS. RECEPTACLES: SHALL BE MADE WITH SPLIT BOLT CONNECTORS TAPED WITH NO. 88 -0.010.0 CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 66.9 PLASTIC ELECTRICAL TAPE UNLESS SPLICES ARE SPECIFICALLY IV. SUBSTITUTIONS PHASE A INDICATED TO BE MADE WITH CRIMPING SLEEVE APPLIED TO 192.9 CONDUCTORS WITH HYDRAULICALLY OPERATED CRIMPING TOOL. ALL COST INCURRED BY THE ACCEPTANCE OF SUBSTITUTIONS SHALL BE BORNE BY THE A/C: 0.0 CONTRACTOR. PROOF FOR THE EQUALITY OF SUBSTITUTIONS SHALL BE BY THE D. JUNCTION BOXES CONTRACTOR. CONNECTED LOAD (AMPERES): 185.7 HEATING: 49.2 ALL JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED V. U.L. APPROVAL SHEET STEEL AND COMPLY WITH ARTICLE #314 OF THE NATIONAL ELECTRICAL KITCHEN: CODE, FOR THE NUMBER, SIZE AND POSITION OF CONDUITS ENTERING THE ALL ELECTRICAL ITEMS COVERED BY THIS SPECIFICATION SHALL BE U.L. LABELED BOX, SIZE OF' BOX AND MAXIMUM NUMBER OF CONDUCTORS IN A BOX. AND LISTED FOR THEIR SPECIFIC USE. MISCELLANEOUS: 0.0 E. PANELBOARDS VI, ELECTRICAL SERVICE MIN. PANEL AMPACITY: 190.8 1. SHALL BE SPECIFIED ON THE DRAWINGS. A. ELECTRICAL SERVICE SHALL BE AS INDICATED ON THE DRAWINGS. SERVICE SHALL ORIGINATE AS SHOWN 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 B. SERVICE CONNECTIONS AT SERVICE POINT SHALL BE MADE BY THE LOCAL SHALL HAVE U.L. APPROVED INTERRUPTING CAPACITY OF 22,000 AMPS UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL PAY ALL COST MINIMUM UNLESS INDICATED ON DRAWINGS RMS SYM. AT VOLTAGE REQUIRED BY THE LOCAL UTILITY COMPANY PROVIDING SERVICES INDICATED. INDICATED ON DRAWINGS. ALL BUSSING SHALL BE COPPER. ELECTRICAL CONTRACTOR SHALL COORDINATE METERING, TRANSFORMER PAD, CONNECTION POINTS AND GROUNDING WITH UTILITY COMPANY. 3 SIDE AND GUTTERS SHALL HAVE MINIMUM CODE CLEARANCES. DEPTH AND SHALL 5 3/4" MINIMUM. C. THE MAIN DISCONNECT AND PANEL SHALL BE LABELED FOR SERVICE ENTRANCE EQUIPMENT. 4. APPROVED MANUFACTURERS ARE: SQUARE D, CUTLER -HAMMER, SIEMENS, AND GENERAL ELECTRIC. V11. TEST 5. TYPEWRITTEN DIRECTORIES AND PANELBOARD DESIGNATION PLATES A. UPON COMPLETION OF THE WORK, A TEST OF THE INDIVIDUAL SYSTEMS SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL PANELBOARDS. INCLUDING ALL FEEDERS, BRANCHES, OUTLETS, LIGHTING, MOTORS APPARATUS AND APPLIANCES, TO ASSURE OPERATION IN COMPLIANCE WITH THESE F. LIGHTING FIXTURES SPECIFICATIONS AND THE DRAWINGS. A LETTER WITH ALL PERTINENT TEST DATA SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST (5) FIVE DAYS 1. UNLESS INDICATED ON DRAWINGS, BALLASTS PROVIDED WITH FIXTURES PRIOR TO COMPLETION OF PROJECT, SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR, WITH U.L. LABEL. ALL BALLASTS FOR RAPID START LAMPS SHALL BE PREMIUM CLASS P. B. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR AND MATERIALS FOR BALLASTS SHALL BE FOR THE VOLTAGE OF THE CIRCUIT TO WHICH ANY ESSENTIAL INTERMEDIATE AND FINAL TESTS TO PROVIDE COMPLIANCE CONNECTED. BALLASTS SHALL BE PROVIDED FOR ALL FLUORESCENT AND WITH THESE SPECIFICATIONS. HIGH INTENSITY DISCHARGE LAMPS. EACH BALLAST SHALL BE PROTECTED BY AN INTERNAL FAST BLOWING FUSE. CONTRACTOR TO VIII. GUARANTEE PROVIDE PROPER FUSES. WORK SHALL BE GUARANTEED FOR A ONE (1) YEAR PERIOD. 2. LAMPS SHALL BE PROVIDED FOR ALL FIXTURES IN ACCORDANCE WITH FIXTURE SCHEDULE. IX. SPECIFICATIONS G. WIRING DEVICES A. GROUNDING 1, RECEPTACLES AND WALL SWITCHES SHALL BE OF THE TYPE AND SIZE 1. SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE INDICATED BY HUBBELL, P&S, OR ARROW HART MAY BE USED. AND ALL STATE AND LOCAL CODES AND REQUIREMENTS OF THE UTILITY COMPANY PROVIDING SERVICE AND SHALL BE PROVIDED AS PER THESE a. ALL SWITCHES SHALL BE 20 AMP 120 VOLT SPECIFICATION SPECIFICATIONS AND THE DRAWINGS. GRADE WITH IVORY HANDLES UNLESS OTHERWISE NOTED. NUMBER OF POLES -SHALL BE AS INDICATED ON DRAWINGS. 2. THE BUILDING ELECTRICAL SYSTEMS SHALL BE SOLIDLY GROUNDED SUPPLEMENTED WITH EQUIPMENT CONDUCTORS. ALL NON-CURRENT b. DUPLEX OUTLETS SHALL BE 20 AMP 125 VOLT A.C. 3 -WIRE CARRYING PARTS OF THE ELECTRICAL SYSTEM, I.E., RACEWAYS, SPECIFICATION GRADE STRAIGHT BLADE WITH IVORY FACE, EQUIPMENT ENCLOSURES, FRAMES, JUNCTION AND OUTLET BOXES AND UNLESS OTHERWISE NOTED ON DRAWINGS. OTHER CONDUCTIVE ITEMS IN CLOSE PROXIMITY WITH ELECTRICAL CIRCUITS, SHALL BE GROUNDED TO PROVIDE A LOW IMPEDANCE PATH 2. DEVICE PLATES SHALL BE IVORY COLORED AND SHALL BE PLASTIC FOR POTENTIAL GROUND FAULTS. (UNLESS OTHERWISE NOTED ON DRAWINGS). 3. BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTORS ARE NOT SHOWN ON 3. TIME CLOCK SHALL BE PARAGON EL72 OR EQUAL, THE DRAWINGS, HOWEVER, AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL RACEWAYS AND CABLES, H. DISCONNECT SWITCHES B. RACEWAYS 1. DISCONNECT SWITCHES SHALL BE A MINIMUM OF 30 AMP, 250 VOLT RATED, HEAVY DUTY TYPE, 3 POLE WITH SOLID NEUTRAL, UNLESS 1. ALL RACEWAYS (UNLESS NOTED HEREIN) SHALL BE ELECTRICAL OTHERWISE NOTED. 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 WHITE BOX FLOOR PLAN - SUITE 1401 - ELECTRICAL SCALE: 1/8" = V-0" KEY NOTES: �1 24" X 24" X 3/4" PAINTED PLYWOOD TELEPHONE BACKBOARD. EXTEND 1" EMPTY O PROVIDE LOCK -ON DEVICE LIGHTING FIXTURE SCHEDULE TYPE PANELBOARD SCHEDULE -- LFl NOTES A 2' X 4, 4 -LAMP RECESSED ACRYLIC LENS MAINS: 400A MLO VOLTAGE: 208/120 PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE 7 AIC: 10,000 NOTES:. 3#4,1#8G -1"C. TYPE. CKT TRIP # POLE DESCRIPTION LOAD(KVA) LTG RCPT MTR A/C _HTC KIT MISC PHASE A B C LOAD(KVA) MISC KIT HTG A/C MTR RCPT LTG DESCRIPTION TRIP POLE CKT # 1 20/1 RECEPT-TELEP: BKBD 1.0 7, 77 ABOVE CEILING 0.05 1.6 LIGHTS 20/1 2 3 20/1 RECEPTS. 0.8 1.5 LIGHTS 20/1 4 5 20/1 RECEPTS. 1.0 _ 1.8 1 LIGHTS 20/1 6 7 20/1 RECEPTS. 1.0 1.8 LIGHTS 20/1 8 9 20/1 RECEPT-SHOW WINDOW 0.4 MOVI EWORK 0.7 NIGHT EMERGENCY LIGHTS 20/1 10 ............ .. € ��k.,�....w: I i 11 20/1 RECEPT-SHOW WINDOW 0.6 1.5 WATER HEATER EWH-1 20/1 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 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 5.3 0.6 RTU -5 70/3 32 33 SPACE 5.3 0.6 ---- -- 34 35 SPACE 5.3 0.6 ---- -- 36 37 70/3 RTU -4A 0.6 5.3 5.3 0.6 RTU -4B 70/3 38 39 -- ---- 0.6 5.3 5.3 0.6 ---- -- 40 41 -- ---- 0.6 5.3 5.3 0.6 ---- -- 42 LIGHTING: 7.4 0.0 14.8 11.8 0.0 15.9 10.0 10.0 LIGHTOLIER LLC2URW OR EQUAL BY 33.3 0.0 3.7 0.0 7.4 TOTAL CONNECTED LOAD: 66.9 POLYCARBONATE, RED LETTERS RECEPTACLES: 4,8 CONNECTED LOAD '(KVA) -0.010.0 CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 66.9 MOTORS: 5.5 PHASE A 23.2 192.9 LITHONIA A/C: 0.0 PHASE B 21.1 175.8 CONNECTED LOAD (AMPERES): 185.7 HEATING: 49.2 PHASE C 22.6 188.3 DEMAND LOAD (AMPERES): 185.7 KITCHEN: 0.0 KVA AMPS MISCELLANEOUS: 0.0 MIN. PANEL AMPACITY: 190.8 O 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 208V/30 LF1-38 3#4,1#8G -1"C. TYPE. COLUMBIA RTU -5 208V/30 LF1-32 3#4,1 #8G-'1 "C. DAYBRITE ON ROOF EWH-1 120V/10 LFl-12 LITHONIA 30/2/1 ABOVE CEILING B 2', 2 -LAMP WALL MTD FIXTURE WITH LIGHTOLIER LSW2217-120-SO OR EQUAL BY 2-F17T8/SP35 120V. IN CEILING ACRYLIC LENS, ELECTRONIC BALLAST. METALUX COLUMBIA 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 MOVI EWORK DAYBRITE PROJECT THE MARKETPLACE AT SEMINOLE TOWNS CENTER 0 LITHONIA CLIENT 6 VOLT TWIN -HEAD BATTERY LIGHT, EMERGILITE PRO -2 INCLUDED 120V, E SURFACE MOUNTED. SURELITES CC -2 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 PRESCOLITE EDS -2 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE CHLORIDE GM1 $-M rm 1 e% 0-1 11f 1"111 A A 1 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 CONDUIT TO LANDLORDS 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. ROOF MOUNTED GFI RECEPTACLE PROVIDED WITH ROOF TOP MECHANICAL UNIT. ELECTRICAL CONTRACTOR SHALL EXTEND TO CIRCUIT NOTED IN TENANT PANEL. 0 NUMBER ADJACENT TO DEVICE OR FIXTURE DENOTES CIRCUIT BREAKER DEVICE OR FIXTURE IS SERVED FROM IN TENANT PANEL. O FIXTURE NOTED WITH "NI-" SHALL BE A NIGHTLIGHT THAT OPERATES 24 HRS., CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN. MECHANICAL EQUIPMENT CONNECTION SCHEDULE DESCRIPTION VOLTAGE CIRCUIT CONDUCTORS DISCONNECT NOTES RTU -4A 208V/30 LF1-37 3#4,1 #8G-1 "C. INCLUDED W/UNIT ON ROOF RTU -4B 208V/30 LF1-38 3#4,1#8G -1"C. INCLUDED W/UNIT ON ROOF RTU -5 208V/30 LF1-32 3#4,1 #8G-'1 "C. INCLUDED W/UNIT ON ROOF EWH-1 120V/10 LFl-12 2#12,1#120-1/2"C. 30/2/1 ABOVE CEILING EF -1 120V/10 CKT. W/LTS. I 2#12,1#12G -1/2"C. INCLUDED W/UNIT IN CEILING 0 Q.. REVISION # 34 SUMMARY A. ADDED SHEET PHILLIPS MOO -am P A R T N E R S H I P Architecture ■ Interior Design . Planning mxm 770.394.1616 'ax 770.3943314 RF RE K J L e E F G H G FA B C D ANCHOR CONSULTANT Jordan & Skala Engineers, Inc. T Project Nwnber • 08110070 ` 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL: fse®jordanskola.com COPYRIGHT ® 2004 JORDAN & SKAIA ENGINEERS INC. SEAL 1 REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX This document is e 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 MOVI EWORK 1401 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNS 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 AWO/CCJ DRAWING TITLE WHITE BOX $-M rm 1 e% 0-1 11f 1"111 A A 1 I- %J V f` r- LrA1 V ELECTRICAL SHEET NUMBER El M1 1. I -.: — . . . . — ., . - I .1 . I , I I 1. I .� I � . � . � , � � . 11 _ ,:�'... � 11, � � � � I �, � 1 7 , . I , i . . . . . I . 1. .% � _�, ,,�,',,�: - , I . , - --- -_ , " � , . , ., � " I � -. -F , . , . , . ,�." ., , . � � . _ .... . I , '', , - " I , , - � , , li, ,,!., - - , , 7 � � 1. . ,� I � , : , �;�,p, ��.' ",�' "', I :, I I , , ,�; I . : , 11 �, - -, , , v 4 �� ,c�', : : � �`, � ", ,. , . , I .. - - r , - - 1: , . I , . 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I'll" I I . . . � - ., RA -1.2 SHOPS'B'FLOOR PLAN I �� : . � I - . . . � �!, �_, � _1 111_�I.� , ��, . __xg � I I JOEL MABRY ", ""","�,,,,,�,,,�I'l�'��11-111",�'�'ll"�'I'l��"I",�ll'��ll"',"i� -,��,�,!���"�',,,,',',i,,,�-"i,�-.",,,i, 1080 HOLCOMB: BRIDGE ROAD . � , � , ,,,, _ ,,, , ,, I �� , , ��!,PT 14 � -,; ,;, � 1, � I , � �,,,,,, ,,�, , �'�,!, ,'.,' . - I "'' -11-11-10 I'll, 111111�1��"""�,:,, I 0 . . I .11-1 . I � 1�1'1,1, 1� ��'�""�:; ��, �'7��'�; '� . 1Jj1f1u4=`U � 1 30 . " "'K *��'I'll,""",�,�,,�,;,�,""�,�l",��,.�'�Ill",I"i"'',���'ll��"I """.__1 I ,�% ��'��;j.",' ��j�) ( , I � SHOPS'B' 8,802 294 — ___ . .. , u- ,,�",�, j111j1.,,'jr;j,j,��, ",I�,',, ', """"" , - I . . I I - . i. ,. ; �1�, IT" i :. . . . .'' l�, "�, ` - ���1111� I __ __ I . R PLAN . loll ,,, 1.1 , . ,;,�,�,� �� 1'�i"",� T.," �,,j, "� .""v , -;;��x� , ��'�,��'��""L-"'�"' ""-��""" " �� SHOPS'C'&'D'FLOO " I "o,�,O�.,,.,�,,,,g -1.3 -6566 _1 091 W.P.rr BALL BOULEBARD '��': "�,,V, ��,�:.���f , � , . I � . '�,:��P_,,;111'11k�.i ��i�,,f I " TEL: (770) 643 ;;�.�� � " . , � _,,,,,z,4g RA BLDG. 200 SUITE 150. r!,",, , 6t ,, SHOPS'A' '' i", , 111s111'_"V6'0f �+�,�,,4� ,;,,4'2 2-'�", � . I ,�1111 . . , . Rh -1.4 SHOPS'E'FLOOR PLAN — , ,*,!� � NOTE NCING I . � . I - '/ . � , �� , ��r".' , J"-0,1 ,;M'1�',",',,; � . 'if,� V;1 ,I . -.40 I I I . ��Iy, I I � " i��4,��,Nl ',,�r',��J:l , � ROSWELL, GA 3ob75 FAX: (770) 643-9540 . �,�,,i�.-,� � ��i_6oi , � 9 � - , ,,, ��` ',�,, ,,ti�.,,,,,'�'g""�,�,,,�.,�,�f-'��"!, �L, '; �r " ".. -,-,.,,','�,� ",!,�,"",�,,- -,!,,'. "", -,,�.��,�,,,,.-�j,� ""'." `,,,,',',�;';�,,�,,�,, ", 24 TAG REFERE SHOPS'Cl � 6,027 201 RA -1.5 SHOPST' FLOOR PLAN , . , � ,� �,,,, u m, 9r ��,,,� ,�,��,,��,,'��', "' , �g.,,,L,,?j,,,L�� :', I I I � ,�, "I , � i ,, , �,;�,,,11,�"",i,,,r.',",,,,,",, ,,.,,,,Ir,,,.g"�,1,""","',",'�,�,'-,'��;,;; I — . " I 11 I ,��:,',,�,i4ln � , � �,, I , �, "Ir",__�;rf , " "I�. GENERAL NOTES ON PLANS � , RA.2.1 SHOPSW ROOF PLAN - . . . I I 5'7 b.�,. " . , I . � . SANFORD, FLORIDA 32771, .� �,� �,.,�����,,,,,,,,�,��.,,�",L",.�,,�*,� �1. """'! ,'' ; 30 1 � � " , , 11 I I "'� ,,, ' �,�]v�,,� �.. .� 1`�� , , , , " . I I I I �14% ,�,� "t ---e - . , "I K t , , � �.,. �j ,, , ,�,,,, ,, ., I - .. �Ij I.,; - - 30 , I g "'��,!:�7,`,,!� M"Al "I _r . 4 �11,,,, V, ' ,4r-.�""4'������.�'�'�"'5"�l-"�"'-�,��lI 1 , 11 I '.1 "e,r"! I SHOPS'D' 9,624 . I , ,, ,� � ,� !'.)111��,'j" Ill iif� "'' 321 , � :, , , I ""' ;F, . �, � . '__," """', . I RA.2.2 SHOPS 1131 ROOF PLAN � - A, 11351-1391 W.P. BALL BOULEBARD I �',',!,��, �, .11, �4 � . I , ,.. " %: "', _ t:, . .,� 4� , ','� 11 """" , . ROB FRENCH I �� , � ��,!7e��,�, _ I �'�'§ �'�',�'.'��"'�,`,�,', "..""! "'��,�""",��""","i",,!"', �,11,11 I _ � I ARCHITECT: PHILLIPS PARTNERSHIP , SHOPS '13 �4,L�i:�,,�:Z,��i,�` "4�'.� �',�,'�""I, ,',",,�� � :.,."4,,;���:,"� ' I I 4L'� �-e'. �� M � 0" �,,, �,,�,,�n,,-,�,�,,,,,�""",L,.,�,,�'L"�� , ."'if, N ", "'."11"', . I I . I � � � j ,r, -1 �, 1 ; %: r . . i. .� �, I � . , " '� '� ." L' NUMBER, I I'll 4' � "' " -', , 11 � �` '!!!'��'�'�`I' L RA -2.3 SHOPS'C'&'[D'ROOF PLAN . l4'.'�;""�,,,��,, , ,�,"" t ' � �`7" 7":��I�' r , ," ,,", , . � . - 11% i i 1: I I . . � ,")rf, �( I I � I 1.11,11,111 . 11 I , �V ,;S I . . rq, 4�,,�w;�'- . I � 1 �,� ,��' , �,� 1. _V �,�,111 w. . 19,200 � . I ��,`�,71�;, , . ", , , ��""'�` . � , , g' i'� ""� I ". 10,;'. 11, LT, �� � ' . �.��",.��, I ,�,,�,� , , il';�P;,., , , ,� , DOOR '" , , DWIGHT BAILEY � ... ' ,�� ,,�,I�,,��.;. �.,, P ��iDl� , ,, , SHOPS 'E' . 30 646 This document is Q Phillips P,0r1ners1!P.,.PCf,1,,nd is,I - . , I - . I . . . _ ,�",;; - - - � ".f 1, .� '2.4 .n� .. so �, . " -�'�";-'��."'��'��--,�4��'��'," �, " �":,! �, ... ..... I'll ,,p- " SEE DOOR SCHEDULE 1 9000 CENTRAL PARK WEST " � ,.,§!, , .�� , * �`.,"", , . ��,",',��, , � �� : 4 ; :� 1 ,'4 �' 6.;,1 L"� i � 'f"'4"���'�"��"";�'!�-l��L�l' � I SANFORD, FLORIDA 32771 : ��.,��1,��"4."�" , ��,,� � , 1� ' , , , I , _. , i , �, 4 ,,,�; __ considered on Instrument of Service �,, i I J,,',.,;i,,_ -';`,��, , 4,, ��,',� ,,�j, , , i (D . — RA- SHOPS'E'ROOF PLAN : � � : � �� "4 , � � ' , �� . I :,t ,: ��,,,,.r F,j_. L . I I � ., - 11 . -1 to, use I 11 . f; ... �1111,� ,:.�� .. �l�.��7'�'i,��,,�l"r.�'.,�,.,..,,, " 1�1"-11'11',�'"" li . r -p- r1.(,1'4- .... 1-1 , r _ ,' '. , , ", -.1 I , IN I � 15V , , ,�`, `,`,-,�' , , " !,A � RA -2.5 SHOPS'PROOF PLAN .h.e.,Proj a,, indicated "low. AM rights I '�' ' , , � . � ,. 't ;V � , i , I I ! This do .y not SUITE 400 1 TEL: (770) 394-1616: ,��.!�",�,����:�%;.,r�,,,."�""��""""�,��, I'l � "��eq�e" , , , , , A , . , "'� � "!, o,,4� -, _.t " ."I., .,�', , I . � . 30 b;e raproduc4d without the prior , 'r, ,,, r, �i', 'I I I . I ,,��Iv,�,,, "I';". ,;, � 'i �it��-�',Itt,,,,,,r�j ",:�;�.., �_-,� �11 I I'll SHOPS'F' 18,800 627 ,,.r,,-. ,,,. , �, . i I I I . I . I � . I I r � ��4�k ", , - , .� !:. '� �� -,. � I i � 11 I I I � I 1 4 . I � . .-.-. I �� I = 1. I RA -4.1 . SHOPSW ELEVATIONS . written corisent of Phillips Partnership, PC, I � '' r� "� ''. . - " ! I I . � RA -4.2 SHOPS'B' ELEVATIONS � I i,f" o,"P�, ,�r'!'�,�19,Vll�` _ ;�,,, . ., TENANT . , , � . - , , . __� - � , ,�� I I _"' -1 (770) 394 1 �r�"'r'.�4�,� , _ �11�"� i 'IV' N�I`n � , i I.,, I., , , , , -111", ] ,�Iil, '11',�"" 1,'11""'��,"I; �'; �- '�'J � , � . �,��,5 : # , 4 442"t, , , ATLANTA, GA 30328, FAX -1314 SHOPS'C' 2011-2021 W.P. BALL BOULEBARD . " �r �,,�*,",,' I �,z�l��,,,,,,,".,r��,,,��""",C�, ��tfl�`1111' .. � � I ''jj?�,,� . . : i'' , , " ng N """ ,11,0! I r 3 i . _!! ". . . . . SANFORD, FLORIDA 32771 - �. 't , ,� '5, "'' , � ','_I- � (11 U 1 �'-"�,��,'�,L"��ll"�'�,"�""I�,�ll"�."r.""�'I'l,"�"I"��","""",���,.'�L""",��,,, `' . '10 1� 7� I I ''I I RA -4.3 SHOPS'C'&'D'ELEVATIONS . I I ,��", 5".0 , 'R� A �. 11'��:�'.,,',,,`�-,t�, �p �,,,,,`;�i'��,, " "."��'. I" p,,,.,�, " �. , P'r4 " . � I ._, , , �.�,���',��,',,��-",7"7"!!,)��.,L�,� lib ,,,'-',,`3 �� U"" f " ' "d ELEVATION MARK � :, - I ! � ,R�! R, I I I �,�A t"'��4fft** ,,, �,,., ,.UIP I ! � . I I � .: .� . . ,,7�," , 't,',', 'I, .1 11 ,,, , 'I'�t���,'��""t'��,,�,�l"e,rl"r . . I � NO RA -4.4 � . . "4 �.,!" lr�� "� ["�"�TV� !", 47" . TE: PRELIMINARY, PROVIDED FOR PERMITTING � KIMLEY-HORN ASSOCIATES MELANIE EDWARDS ' . 11 ""' , " , , 1'11'�Ilt . . SHOPS'E' ELEVATIONS I . , � � " ", �,"�,�",",,,,,L-"""-"�,�,,,,���,,7���,,,,,� ,,.�Ipr,,,,,,,`, , �� tt,�,! 1� I I �,�"�,'1�'. L, ,� -�: ,'�,',"-,�,' �� - . '15 "�-'Jn'� t `M11 CIVIL: . �A-4.11 7 , , " .� , " , , i � , ,_ I I , ,4 . �� 1 t �?v� , 11 t,7i.M 1* . I �. "" 1 , I I . . � � �',I ,.,,,��', , , ��. , , " , , ,� � � � . 0 "I I 1, 1 411,�.�, t . I'— I ,, r,,,,,.; , ,,'� " "i'l,'M , , I , " � r , , � . I I I . I � Is I . % 11� � I I I .r. � ,m�,., , , ". _"� : I WALL SECTIONS � I �.. kfi," �:7'1�1' �. ", Ti'T,�;.", y�, � � I PURPOSES ONLY, SEE I NDIVI DUAL TENANT PLANS FOR RA -4.5 SHOPST' ELEVATION . ��!-"�'�'rm,140,�,R. 6� �,��������,-.�'��l�:�4,��l��,',�,�:, �!?,,r� 1 2�"� ��',��11 , � " . RA -5.1 .,.�f._' ",)�� - i i ", t � ��'�,.,C�,,,.,,',� . "'y" ,)r,7,;':I"�!, , '�:��'i��",�"� , ,,��,,,!T "I',1""", , , I :.,� , * " , � " "�::,.�.'��,�, I';"", , I -Iilll�il�l 1, , TEL: (407) 898 , , ,4�",," "", ." ", 1; I , , , .1. ;, I � 6 �, I I � lal,� a r4 , FINAL EGRESS COUNT. . . SUITE 200 -1511 , . - �, �t� , , " 7, �� `77,5F,,��, ,,v,�,-�,e: . ��1'1',�,�,'�', ` ' , ,��i,911"�,11,11",""""�'�,11.1�, 1'11'�, I �w,��,!,, i I I � "init , , �, " � , I I :', I , .'�, , ','.��4� 13 ,", ui '_� :', I ,, k, L 'C� , I " � '�", , � % 3660 MAGUIRE BLVD. � I - 1. SHOPS'D' 2111-2191, W.P. BALL BOULEBARD 1. ..:�:� ��: .�x i',"","':�"�'%* �"'�"'�J' � � I SANFORD, FLORIDA 32771 � , , � .,�, -�-41�,-,� , �. 1111�4 &,k� � . I " � 1'i " , 0 t1@`10'.' �� :�"!�"" �E " 9 ��,��,2",",',' ��- ,,, X� i�,,6`,.�,� �� k, , ,� � i 'I I ,,,j,� �� I I . , I � . :�,�� � ��: ��, �: �, ����,,.'�,:�,i,,,",",;,�,)�."-'��,,'�,"��,,��'��,�.i�""'�,','�'�'j,���".�", ��. �7?, "J"'I",.": T. "j r, � i I RA -5.2 WALL SECTIONS SHOPS BUILDINGS , ., � I I : ,:. i���V7','�4 , . I I I . � : .1 . - !, . , i ".0 911',Ifi . 't�.�2 I I � , - I � �, W:,�t 11�, . 11 - '. 1. .. 11, ,M��I�'�� , , ''� = . - I . RA -5.3 WALL SECTIONS I 1. �w,�,� I : �Llli I., 11T�� �4� , , .aw . I FAX: (407) 898 4791 1111 . � 4' , ; S� ,,%. I � , 44; d , �� 11 t � � . I . 4 , 1, I I . I . ?, 0 � � ORLANDO, FL 32803 . 1�,,�%'... i '' . 1,71C . .44 ft4 V., m � I I � . ,avj T11%, � nt, 50i'!?,�'t�"!U,17 �X M'Afj� 5_ . !���!p,""�� ay,,� - - - N I . " Z,., Ili. �J �!,, i I I I I , , � " , , . . .1 I , -,M! " �,,,�:�, " r - 0",t,?,,)��;,'�,"��;,�"i'��., $� '� t�l ,�, I "n - ,� - -) � RA -5.4 WALL SECTIONS ',tllll�`�`�,�', �_ ,,,,,�� _ , , , ", I , ,' , � :_; I ,r�� i� I ,y%t ;,�qr;,� � , . 1� ". I'll '11, �!�,, � , I � -,�,� ,�,, k I T 3" " " '-, 'I �� .,�� -��,,��, , � I - , h , ,.,,�% "� � . . I . 11 I . . . ., .�� ,��,�, �; ;,","', , " " �� P, I ' . , I ,r, - , �,�,'�f'��,.",�4,"",�� . I, k� ) , . I , � ,�,, ��i�, ? "",", , - �, ��' �1 , 1�) I , : ,�� "�", . :, , * , , r, , , , , SHOPS'E 1601-1691 W.P. BALL BOULEBARD ":�, �� ,, ,, , ` `j'�'i � "', ,�,,��,, ,',� 1� , r,� i .1 """, '. I I , , � 1, , � ,,ix,�,�,""," q,�-!i,�,,, ,,�,1",,',',,�,,,,14T,,, ,� , , I . I I I I 4 . "'. ,, .�I,t'Z�;",� lt`j'�' ,� � " �,��,,';�,..��4"!,���,��,�,�,��,(.-,!,�li����,;"�,4"�,.�,��', , � . ENLARGED PLAN � � . I RA -5.5 . WALL SECTIONS 1, .. R,"J',��.,",��'��,�'�� � , . . I .�, V .0 ,,f�, � 1, ,""W"11r, .111� "? 1y',-_1'"r ,141. � " . . . � 'V";, "k,"111 `:' " �� ,� -", "", I -,;- , �"`ee ",111�1 "_,�,�"_"� , lo�G�� "I t . RANDY' G IPSON� I ,,�,`.wr -� "'��',',"",�","�"�4"li"' ',",`,"Ir , _' -,,,-, , , "'� , , , , " i , w'q A , �_ ,A,� " . , t ", ,� I ,�,: � , , " "W, . 1 611, -1 I ',�,� �; ,� , I 11 .. -,� � W a . �v , , ', , jy', . , , 4' �,4 , - , - � . ,��" �r � ,�,�'.' i .4 5. Y , - , k; 1, u- � 1 12�� n , . I I STRUCTURAL: HAINES GIPSON & ASSOCIATES , ,,, , , i,�,`, ,,��, 'q"' , I 6��.,A,,,`��,--"�� , �iT,�, _ �, . I i SANFORDj FLORIDA 32771 �.,��,,-_,,,,,,,,�,��,,�,.��,.�:,����� '�, t."","," , � 4, 1 � , , , � ,:�� 'r `�'_� "I , SHOPS FLOOR PLAN DETAILS XXXX W.P. BALL BOULEVARD I 1,1� 1�4� 1 , 'I. _ N,� �,� , ""i""4ig , ,�R��,"'�r - -6.1 ��4� ;,,"��"�, ", Y�` ,"�'�,"'�,Ii," "'I ,, � ,5" RA I I . ""r" ;��r,,",��"j.� �:��,4�"", , I DETAIL MARK . , R,.� ? _� ."TkutM , I I � I I , �, I'l t . i I ! " :�:",'�"��",�li3l"�:�;'���'44"',�'� '� _�ftl % . , . I �",, , ;;�. �� "' 'r, ..... . � ��,�� � `�V 0pr�,�; � � ) , � I RA -7.1 WHITE BOX CRITERIA SHOPS . 1550 NORTH BROWN ROAD ' I 1. I �', " �, a , K I : I . . , '' Z� \1 . � ,:, . I I ,��,,���""" 6,�(� � "�r� 'i a I- - - __11 I . � . � . . I 11, 1% '� I ,,, � ,; ;�, �,, i I RA -7.2 . I � I I ,X �. I I 1�_,11 SUITE 100 TEL- (770) 4191-7550 � ,4 ,�,,`.,� I . WHITE BOX CRITERIA SHOPS . I I I -1 I ,�,,, ,,, -1 . I . I SHOPS'F' - , 1401n-1481 W.P. BALL BOULEBARD i �111,r � I I I . , I I 11 I I ; . , � I . " I � I I �111 ; � , I'll i I i I . I I , �� "' , FAX: (770) 491-7750 �t " Z" ,r_ I � ,� , �, - % r 1�� -1 1* I � I . � ��,.: _ 6�� ,,,, � I � "', TUCKER, GA 30043 1 � I FORD, FLORIDA 32771 _�6 11 4 _ I � . _ �6 , , " I ,� �, 1, I . r I SAN . I . ; I .�i, . 1� I . 1�. l 1 t .W � � 1. I � . I . � I I � . I . . I . . ; . I I I I � . I lar%6 I . 1 1 � . I I <j, . . , I I I � I I . I � - SECTION MARK � i,�,, -_ MECHANICAL/ N/A ; I . I . . I I I . . 1,t �_4 'SIM'- SIMILAR i � I I I ! . . I 11 � I I., . PLUMBING: I � . I I . � . . I .. I () . I I I - . . . I I I . ; . SITE ZONING: . . � . . OH'- OPPOSITE HAND . I � � PD _. I I . � . I � 1. 4 1 � NORTH . . I I . / � ...��, � . . . I I . . ' ,e'. i . I . "I I � . . . � � . - 1. . BUILDING SET BACKS- FRONT: r,251-011 I I 11, I . I -1 I I I . 11.1 I I . . I � I . �., . I I � I , I.. 1 6 '201-011 1 11 . I I I I I RS -1.0 GENERAL NOTES & SCHEDULE THE MARKETPLACE, . REAR I i . � I � I I . I . I . I � I . SIDE: 101-011 I I . . I . I I i . I I . � I RS -2.1 I ATION PLAN � . I I : - I . . RS -2.2 r AT� SEMINOLE TOWNE CENTER i I I I . I I . . I SHOPS "B" FOUNDATION PLAN. I 1 I 11 I I . I , .1 � 5635 OAKBROOK PARKWAY .. I WIND SPEED: ;�,,, 11OMPH : 11 � I r I � � RS -2.3 SHOPS "C" & "D11 FOUNDATION PLAN . . . � -AL N I ELECTRICAL: , JORDAN &SKALA. TONY OWEN r I I.. � I GENE--"KAL: ; RS -2.4 SHOPS "E" FOUNDATION PLAN I I ��, I I 1, . NORCROSSi GA 30093 TEL: (770) 447-5547 SIES.MIC ZONE: , .� " , REFER TO STRUCTURAL DRAWINGS . I 1, . . I � - . � . . I I � I ; RS -2.5 SHOPS "F" FOUNDATION PLAN � I I � . I . UNITS OF EGRESS REQUIRED ! I I I . I FAX: (770) 448-0262 . �� � . . I i . I I � . (0.20" x OCCUPANT LOAD) 1. RS -3.1 I � I . SHOPS "A" ROOF FRAMING PLAN . � . I - . I I 1� I . APPLICABLE CODES. I � : � , I I I - . . I 'j � I � . , RS -3.2 , �4 � . I . SHOPS "B" ROOF FRAMING PLAN � I ,. _� ,��il� I ; T MEANS OF EGREES MEANS OF EGREES . I . . 11. � I . . � . . . BUILDING I LOAD . REQUIRED i I . R.S-3.3 I SHOPS "C" &."D". ROOF FRAMING PLAN. . I I . � I � I I I . � I , � LANDSCAPE SITE SOLUTIONSr DAVID FLOYD FLORIDA BUILQj,'NG CODE- (FBC) 2001 EDITION . � I I NOTES __ PROVIDED I . . I . . I I ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE LIFE SAFETY cbbE (NFPA 101) 2000 EDITION � I I . I . ! I . . I I - . RS -3.4 SHOOS -"E" ROOF FRAMING PLAN I . I I I � . . I I . I I I � � SHOPS'A' 309 62" I 3601, 1. I RS -3.5 � SANFORD, FLORIDA : . I NATIONAL ELEGri'�"7TRIC CODE (NEC) I 1 2002 EDITI � I " , . I . I I i � 7 11 ., . . 11 I . . : , I I . I � � I I SHOPS "F" ROOF FRAMING PLAN I., .1 I . : 7 1 1 SUITE C-101 TEL: (404) 705-941.1 ON I . I I I � I - . I � �- - I RS -4.1 � � . I FOUNDATION SECTIONS I . I � I I . 1. � :. ., . . , I FOUNDATION SECTIONS I CLIENT --- - �, I . I FAX: (404) 459-9412 FLORIDABUILb'NG CODE - GAS VOLUME (IGV) 2000. EDITION I I SHOPS'B' .294�, 5911 3601f . , I RS -4.2 I . I . I � -1 . � . I . I I . ' I � . I . ATLANTA, GA 30342 . . I � � I . � I I � I . � I � . I ! I I �: . FLORIDA:'B1UILDf`NG CODE - I I � I � � % ,�", , RS -4.3 � FOUNDATION SECTIONS .1. �.. . I I , � �: %01 I � ''. . ., 1. � � MECHANICALy6LIUME (IMV) 2000 EDITION I . I I . . SHOPS'C' 1 201 41" 1 . 288" � .", 2 � : " ,11,1��1111' RS -4.4 . , . . . ARCH PANELS DETAILS I 111.1 I 11 . I I � I . 1. GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY - — " "I I . . : :;A I . � I J� I . I I., 14'. --- , . .1 I �. I I � . - I I � . RS -5.1 TYPICAL FRAMING SECTIONS . . � 11 . FLORIDA BUILDN;G CODE - � I . LOCATION AND ALL EXISTING CONDITIONS AND . I 1. I I . � I . I .1 I I � I � . . SHOPS'D' 321 65' 432" . . � I ". � : I � I RS -5.2 TYPICAL FRAMING SECTIONS I -,,x, CONTRACTOR: I I PLUMBING VOLUME (IPV)' 2000 EDITION I I . DIMENSIONS PRIOR TO CONSTRUCTION. ANY , �� — . I RS -5.3 . � . 111� I . I" � I ' I . . . . � .1 1, . TYPICAL FRAMING SECTIONS . I �. �; ".. I � I �:, I �:�, " . � . / I I �. I . : I DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF SHOPS 'El 640 128" 1 i�. �, I I � " 1-1 11 . I I . � . . . 756" . t.,� . RS -5.4 TYPICAL FRAMING SECTIONS � . 1:1 ,�,� � I/ I I � . I - � -_ - , I . I ,;� I I I I I �, I 11 i . I. � I � ---I ,..'r � M 1 APPLICABLE) AND ARCHITECT. — - i 11 1. , . , REV, � I- . . I . I ,�:_ RS -5.5 CANOPY FRAMING SECTIONS I . I ;1 1. I . �, "�` 77'�,,,, T � ��,,,l j , I ., _� "I � I ." . I . I "'k : SHOPS'F' 627 126" .,�:� I . RS -5.6 . _,�'(,. _� � . . . I I i " E GENERAL CONTRACTOR SHALL OBTAIN PERMITS, . _4 1 1 828" 1 , � '11� � CANOPY FRAMING SECTIONS �. � I I , . I (" I OCCUPANCYCLAISSIFICATION: MERCANTILE ,- : 4 �4 `/1 J� 2. TH ' I I I . . 1, " I ' � 11: . I � I I . i , APPROVALS, INSPECTIONS, CERTIFICATE FOR I � _� ___� , I— RS -5.7 CANOPY FRAMING SECTIONS . ! . . '�. BUILDING CITY OF SANFORD I DON FLORIAN I 2. I � . 1 ,,,-- :�' I 11 I �� NOKM AMERICAN PROPERTIES ,. . .. , 111111 _ � 1. I . COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS � I ,1�, RS -5.8 PILASTER SECTIONS � � � . 11, � I I I . � I . TYPE OF CONSTRUCTION: I TYPE IV UNPROTECTED � V�#�- r � I �. I ,. , I �� I . T: 300 N. PARK AVENUE I 1, r �6 - I � ., " I I . NORTH AMERICAN PROPERTIES - ATLANTA . � I ; , ,"� 'A I REQUIRED. I I �: RS -5.9 I RETURN SECTIONS . ,, : ". . I � . I I .� ,� I . . , t . I I . 1z . ' 1080 HOLCOMB BRIDGE ROAD � : . . SANFORD, FL 32772 TEL: (407) 330-5657 1 1. , SPRINKLERED I , . I i I . . � I _� . . RS -6.1 SHOPS "A" PANEL ELEVATIONS . .1 . � I 11 . - Avo I . I I I BUILDING 200,,SUITE 150 ' . I 1, I I I . ��,$ F're: rp- e tion D* 3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND .,�, .',��, RS -6.2 . � . I I I FAX: I onford I � I I I I I 1, 1�.�,,,,�,. SHOPS "B" PANEL ELEVATIONS I . ., ,,, , : �1. � " I �. . . I I ALLOWABLE 1`166HT: . 2 STORIES - 56 I I I COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT , �, I RS -6.3 ROSWELL, GA 30075 1 . I I I ." , , I � . . . " i SHOPS "'C', & "D", PANEL ELEVATIONS , .� :, � . — _� 4" 1 . I TEL(770)�4 -6566 FAX(770)643-9540 I . ��, 1. 1 5 li� �. . , ') o , .. ;1 . � lmteii , . `�! �,�; '' RS -6.4 I SHOPS "E" PANEL ELEVATIONS I . \ I I _ . I . .1 I I 4 I . V,., -011, MAX.) i . I ..", . .. � — ..., . I I , � I .ACTUAL HEIGHT,, , ONE STORY - VARIES (35 1 1 �, PHILLIPSJOB NUMBER . i I., ��:;:_ FIRE CITY OF SANFORD I CONTACT PERSON I ,,� " I 1, I � . RS -6.5 SHOPS "F" PANEL ELEVATIONS I � �� , ; z I I . ,. i. I .11 I . � .,; , I .. . 4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY I I �, 4 � , , I : . . I , , " , -,,!;, � I 1� " . I "I :, . i : .. � POWER, LIGHT, AND TELEPHONE IN ACCORDANCE \A1ITH 11 1 ,.,_ � . I I � , I : , . , � DEPARTMENT: 300 N. PARK AVENUE I . ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) � I � . � �, " 'I ,,, ��.,' I - �,�', - ,,, .", I I I X. . ��'.. .f ,""�,,Z ��.`,, I I ! % � ISSUE DATE I I � . . , : . " THE LANDLORD'S REQUIREMENTS. GENERAL " �!. . . I � , I " lvc ,4,;�,,, TELEPHONE . �, � * . I I � I � 1,",(� " . I I 1. ,. . ,�, �. I SANFORD, FL 32772 T, � E. � � 0 " � A-ft' " : . I - "'" , � 05/14/04 1 � . I, - � OCCUPAN S ATION: N/A CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE � ,�""."")�,,�""",!��"",�""","� PLANS REVIEWED . , � � ' ,%6%� � I � _ � . . . � I I I , "I'll I I FAX ., �;" I I ��4, I � I - " � 1�. . ,�',y��-:.,,',L-",, �,,,,��, ,,, " . DRAWN BY/CHECKED BY --- .11' � . I "I 1?11'�,; 1419'..,�,P.11 11� ,% . � I � . I" � � COMPLETION OF WORK OR AS REQUIRED. . �,� � - � , - . I �, I " _ I 'I'," . ,.� . 1 I .'.6,,��','� I � , � I ' " * � . - �. � " : , ,. . � '' , - . � . I � �,�",I� TY OF'SAN �: - ,;�, . 1, L . TENANT SEPARATION N/A I I C1 I : ALE/DEB L � , , , . �. . lf,5�,:1,'!�'j)�;,L ' -, I � . �,,� � "P,; qz - . -11 I., , : . I � - I I . I � , I : * - I *, I . I MAIN ,x".., : � I 1 4 L 4 _,`.,_� . - _ - SITE THE BRIAR CORPORATION BOB HARRELL . , ��E,`, � %�!,!,� � . 5. GE.NERAL,CONf RACTOR SHALL TAI N ON SITE AT ALL , '.d . I . . I DRAWING TITLE I I.., . . f� , I . I I * TIMES, ALL APPROVED DRAWINGS INCLUDING ALL � � �' , .1 I : : I � - '_ �.__� . I" I I "i�4 . EXITS REQUIRM -'F' N/A I I ,�� I . _.___ `, I 11 - :, _- . I .1 L I I I . I . -_--z7-,- - .�. � : . - , L 11, i �:, �' CONTRACTOR: PO BOX 470264 . , �' - � I I REVISIONS AND ADDENDA . . 1 17 7 � � 1 � � - 7 - _r, � �, I 1. 1� � . �- ., 1:1-1 � I , TEL: (407) 321-2773 . ��,.`,� ' 11,�!;;, � . ,� . , I . A�e� �Ii�, . I . ""' I I I I ..-,-----. ,� . L, .'��' , I .1 I __ , - I . I. " . * I I I I . .1 . �r " ---r-' ��' I - , 1.� 11 I � I I 1. , r, " , : . I � I I P , - " � I 11" � ,-,, , 7 , ,�., I I ,� � .� . � ,, ;1 � - , . � .: - � , , � ,; � ��, - - I , , I � I . I �, � , =4 I . I 6 � , � I � - I - - - ��` - - I . I I . " . I . , - _. I . I . I % 'I 'I--- ,. __ __ , : I j � , , - ; '�' , � " - � , , , I . I . 1�4�' , I . I I . , , ( , i. I , , I _ I I . I ,. , 1 * , I j , � � . ) i . I IM, - I � - I,- - - - , , ;, I . � I � . - I . ! 1. I I .1 . . . - L) I I ,. T � " I I '�' � . , - "l _;l �� , 6. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK INA - �11. . :1 .. 1. � ttiii', I -, E' '-- ft .� � , � I LAKE MONROE, FL 32747 FAX EXITS PROVIDEO N/A F?;�!E(c,, - �],flia_D __:1_1'1'17A1T ", . _ �,:�' - I I �,�"'�o',",'. I , / �111�11' I � � 1, I . t I I � �X I I ,_ I I -f I . V " I . � I .. . - I . i . .1, I A � _��l i'�L�, `�".'i �_J I . .. . i �. I TRAVEL D18TAOF: . (�_ L . , ,., - COVER , � 'i `� " .1 I I �. I I ., i . I , ��, I NEAT AND PROFESSIONAL MANNER. 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I I - ( � , - -:1 ��_ �. _-, � !:� �. . . 1, � _. . -� - ,0: I /_�� , � "I "A - - -_ - - --- -_ , _. - -_ - -_ - - -_ - � - k . 1, I - � � . _ I � r : - I I I � 11 � __� �' , I NORTH FLOOR PLAN SCALE: 118"=1'-0" �I _. -......... ... ........ q --------- --------------------- -- D:9 C.3 C 1L �.✓ A.9 A.1 A 99 100 - - 101 3 - - RA 5,3 2 GENERAL NOTES (SHELL) RA 5.3 1. SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE -SEE PLUMBING DRAWINGS. 4 N16, 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. RA -5.4 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. RA -5.3 8, GAS METER BANK: SEE PLUMBING DRAWINGS. 9. 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. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL, SEE SECTIONS. 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. AT INTERIOR OF ALL STOREFRONTS, TYP. 1 RA 5.4 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. 4" CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN ON SIDEWALK PLANS. SLOPE SIDEWALK AWAY FROM STOREFRONT AT 1:50 MAX. UNLESS OTHERWISE NOTED BY SPOT ELEVATIONS. 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 C° DOORS AND PROVIDE MIN. 5'-0" DEEP BY 5'-0" WIDE CONCRETE i 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. 23. STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE, HOLLOW METAL DOOR, TYP: - SEE DOOR SCHEDULE. 1 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, RA 4.4 TYPICAL. 25. ALUMINUM AWNING ABOVE, TYPICAL, 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH WIADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK- PAINT. SEE DETAILS FOR 400 ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD SEE DETAIL 13/A-7.2 30 ROOF LADDER 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD.. SEE STRUCTURAL DWGS. 32. "POLYDRAIW TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS, 33. EXHAUST FANS 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS - 450 PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 1 770,394.1314 K J A ANCHOR e C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document Is ® Philips 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, K. TENANT SHOPS E BUILDING 1601-1691 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE ATSIEMINOLE TOWNE CENTER SANEORD, FLORIDA CLIENT NORM 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 SHELL FLOOR PLAN SHEET NUMBER RA=1 4 ■ 9 400 - 4 °€ GENERAL NOTES SHELL 1: SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE fl + CONNECTIONS, SEE CIVIL AND PLUMBING DRAWINGS I 2. DOMESTIC WATER. NEW WATER SERVICE -SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. PHILLIPS'i 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. j SEE CIVIL DRAWINGS FOR LOCATION. 5, ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. P A R T N E R S, H I P 100 ✓ 6. HOUSE PANEL. 'SEE' ELECTRICAL DRAWINGS. Architecture ■ Interior Design • Planning 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. GAS: METER BANK. SEE PLUMBING DRAWINGS. Phone 770.3941616 770.3941314 9. 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. K 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS. JOIST,`AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 1113 C p E F c H A A :i;NCHOR B 2 13. TILT -UPI -CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. RA -5.3 14. EXPANSION JOINT, BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS 150 FOR SIZE,.LOCATION,AND METHOD. CONSULTANT 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. , 1 . 19. NOWFREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR i� 20d GRADEISIDEWALK. SEE PLUMBING DRAWINGS. SEAL II 20. ASPHALT PAVEMENT TO BE 6" BELOW F:F.E, AT REAR. SLOPE UP TO ZA I %DOORS AND PROVIDE MIN. 5"-0" DEEP BY 5`-0" WIDE CONCRETE j 1 LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. I-5'3 21. 24"X36" METAL.ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. + MATERIAL . 22. ROOF HATCH:LOCATION -COORDINATE EXACT LOCATION WITH INTERIOR" I PLANS. , 23. STOREFRONT DOOR; TYR. -. SEE DOOR SCHEDULE. }. HOLLOW.:METALa:DOOR,'TYP. - SEE DOOR SCHEDULE. i 24. JUNCTIOWBOX ABOVESTOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. REVISIONS 25. ALUMINUM AWNING ABOVE, TYPICAL. ' 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. # DATE DESCRIPTION TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. VR�4 K28. 42"`H. GUARDRAIL W/CHAIN LIN- PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. I I 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: 1 % 32.. "POLY DRAIN" TRENCH DRAIN W/. STEEL GRATE - SEE CIVIL DWGS. RA -5.4 33. EXHAUSTFANS= SEE>.MECHANICAL DWGS. 34. 6"x6" STEEL.TUBE COLUMN _ y I 35. SCREEN WALL SEE`ELE.VATIONS & STRUCTURAL DWGS. it I This document is 0 Phillips Portnership. PC and is considered an Irfstrument 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 , SHOPS F BUILDING � 499 4 1401-.1481 W.P. BALL BOULEVARD PROJECT ; THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 3 t; '1 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 45/14/04 t DRAWN BY/CHECKED BY ALE/DEB / \ DRAWING TITLE 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.. I 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 MECHANICALAND 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 SEE STRUCTURAL DRAWINGS _ I I T,O.W TOP OF WALL I I IIS 0. D\, D. NEW ROOF TOP UNIT I II II i IL II I I I II (I II II I ' 11 lI 4" INTERNAL ROOF DRAINS I OVERFLOW DRAINS. I W/4" O O S INDICATES DIRECTION OF DOWNWARD SLOPE I I I I i I ROOF DRAINS TO BE TIED INTO J STORM AND OVERFLOWS EXISTING SLOPE SHOWN AT 118 PER FOOT U.O.N. TO DAYLIGHT ABOVE FINISH GRADE (TYP.) SEE PLUMBING DWGS ROOF TOP WALK PAD T.O. PARAPET 301- 811 A.F.F a ---------- - --I-- -- I-- --- - - L---------= - --- - 12"X12" PRE -FINISHED - GALV. LOUVER WITH + D.B.E. 16`-6" A.F.F I D.B.E. 16L-6 A,F.F + INSECT SCREEN ABOVE. 36" X 36" HATCH AT 24"ABOVE ROOF. w� WU- 0 0�a T.Q. PARAPET 20'-0" A.F.F - -� -� ❑ LUI r 60 MIL. FULLY ADHERED ROOFING MEMBRANE- 60 MIL. AT PARAPET WALLS AND SPLASH BLOCKS AT DRAINS KICKERS/FLASHING -SEE LOCATIONS. SPECIFICATIONS (TYP.) I I , I T.Q. PARAPET 20-0 A.F.F CRICKET W/ 1/8" MIN. R.T.U. W/'18 CURB I T.O. PARAPET 24'-0" A.F.F & TAPERED TYP PROVIDE WALK PADS. SLOPE( � RIGID INSUL. CRICKETS (TYP.-ALL UNITS, ALL _ >> TENANTS) I RTU -1 RTU -2 RTU -3 RTU -4 RTU -5 RTU -6 RTU -7 RTU 8 I T.O. PARAPET 20'-0" A.F.F I LN LN LN I t. ROOF ACCESS I - - I LADDER. SEE 1 EXPANSION 22/A-7.2 I JOINT. D.B.E. `15'-6,' A.F.F + O O D.B.E. 15'-6" A.F.F + COORD. CORNICE W/ 1" EXPANSION — ADJACENT TENANT JOINT.q //�� ADJACENT TENANT 4'r INTERNAL ROOF DRAINS A . W/ 4" OVERFLOW DRAINS. ROOF DRAINS TO BE TIED INTO STORM AND OVERFLOWS TO DAYLIGHT ABOVE FINISH GRADE (TYP.) - SEE PLUMBING DWGS NORTH Qnnc Di AKI PHILL�IPS. WON -00 P A R T N E R S H I P Architecture - Interior Design - Planning P'° 770.3941616 Fa" 770.3941314 U K J D RB E F G H A ANCHOR B C CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 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 SHOPS A BUILDING 1011-1091 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT t NORTH AMERICM PROPERM 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 SHELL ROOF PLAN SHEET NUMBER RA=2 1 •11! CENTRAL PARK WEST. SUITE 401 GEORGIA t 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 FORA COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8., ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/4" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE ITO 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 I 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, SHEET A-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS PIPING TORE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. 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 II DS GUTTER AND DOWNSPOUT, SEE NOTE 11. —rT— AND DETAILS. COPING � — — — — — — — — — — — — DBE X -X" DECK BEARING ABOVE FINISH FLOOR -PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS _ I I T,O.W TOP OF WALL I I IIS 0. D\, D. NEW ROOF TOP UNIT I II II i IL II I I I II (I II II I ' 11 lI 4" INTERNAL ROOF DRAINS I OVERFLOW DRAINS. I W/4" O O S INDICATES DIRECTION OF DOWNWARD SLOPE I I I I i I ROOF DRAINS TO BE TIED INTO J STORM AND OVERFLOWS EXISTING SLOPE SHOWN AT 118 PER FOOT U.O.N. TO DAYLIGHT ABOVE FINISH GRADE (TYP.) SEE PLUMBING DWGS ROOF TOP WALK PAD T.O. PARAPET 301- 811 A.F.F a ---------- - --I-- -- I-- --- - - L---------= - --- - 12"X12" PRE -FINISHED - GALV. LOUVER WITH + D.B.E. 16`-6" A.F.F I D.B.E. 16L-6 A,F.F + INSECT SCREEN ABOVE. 36" X 36" HATCH AT 24"ABOVE ROOF. w� WU- 0 0�a T.Q. PARAPET 20'-0" A.F.F - -� -� ❑ LUI r 60 MIL. FULLY ADHERED ROOFING MEMBRANE- 60 MIL. AT PARAPET WALLS AND SPLASH BLOCKS AT DRAINS KICKERS/FLASHING -SEE LOCATIONS. SPECIFICATIONS (TYP.) I I , I T.Q. PARAPET 20-0 A.F.F CRICKET W/ 1/8" MIN. R.T.U. W/'18 CURB I T.O. PARAPET 24'-0" A.F.F & TAPERED TYP PROVIDE WALK PADS. SLOPE( � RIGID INSUL. CRICKETS (TYP.-ALL UNITS, ALL _ >> TENANTS) I RTU -1 RTU -2 RTU -3 RTU -4 RTU -5 RTU -6 RTU -7 RTU 8 I T.O. PARAPET 20'-0" A.F.F I LN LN LN I t. ROOF ACCESS I - - I LADDER. SEE 1 EXPANSION 22/A-7.2 I JOINT. D.B.E. `15'-6,' A.F.F + O O D.B.E. 15'-6" A.F.F + COORD. CORNICE W/ 1" EXPANSION — ADJACENT TENANT JOINT.q //�� ADJACENT TENANT 4'r INTERNAL ROOF DRAINS A . W/ 4" OVERFLOW DRAINS. ROOF DRAINS TO BE TIED INTO STORM AND OVERFLOWS TO DAYLIGHT ABOVE FINISH GRADE (TYP.) - SEE PLUMBING DWGS NORTH Qnnc Di AKI PHILL�IPS. WON -00 P A R T N E R S H I P Architecture - Interior Design - Planning P'° 770.3941616 Fa" 770.3941314 U K J D RB E F G H A ANCHOR B C CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 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 SHOPS A BUILDING 1011-1091 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT t NORTH AMERICM PROPERM 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 SHELL ROOF PLAN SHEET NUMBER RA=2 1 •11! CENTRAL PARK WEST. SUITE 401 GEORGIA L GENERAL ROOF NOTES 1. SEE MECHANICAUPLUMBING 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. 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 WATERTIGHT AND WATERPROOFROOF. 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 114" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO T.O. PARAPET 1 T-8" A. F. F 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 ROOF ACCESS DRAWINGS AND SPECIFIC FIELD CONDITIONS. �. LADDER SEE 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN 22/A-7.2 SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS, N7 RTU -1 ILV I 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED � FIXTURE PLAN SLOPE 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM �1/4" PER FOOT ( WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE PREFINISHEDTYPICAL ROOF DETAILS, SHEET A-7.2 0. TILT 16' -Ow T.O. PARAPET 24-8" A.F.F METAL GUTTER 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: 14. ALL DOWNSPOUTS AT SCUPPERS TO BE.8"x8" U.N.O.. ALL } DOWNPOUTS AT GUTTERS TO BE 10"xB" PREFINISHED ALUMINUM., U.N.O:. T.O. PARAPET 28'-8" A.F.F RTU.2 KICKERS - SEE W.S. i i ROOF PLAN' LEGEND DS GUTTER AND DOWNSPOUT, SEE NOTE 11. —� AND DETAILS. COPING KICKERS SEE W.S. _ WALK PADS. TYP.- ALL DBE X'_X DECK BEARING ABOVE FINISH FLOOR ( UNITSALL ) PROVIDE FOR COORDINATION ONLY ; I - TENANTS) SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL R7 RTII-3 Efln PREFINISHED METAL II y I E NEW ROOF TOP UNIT DOWNSPOUT �-- INDICATES DIRECTION OF DOWNWARD SLOPE j EXISTING SLOPE SHOWN AT 1/8" PER FOOT U,O.N. Ni I ROOF TOP WALK PAD . — — — — — -1 - T.O. PARAPET 35'-0" A.F.F EXHAUST FAN EF R7RTU4 Ef]vNM 60 MIL FULLY ADHERED ROOFING MEMBRANE- 60 MIL. AT PARAPET WALLS AND KICKERS/FLASHING -SEE SPECIFICATIONS (TYP.) I_ _ I FACE OF WALL SLOPE BELOW RTU -5 1/4" PER FOOT VN � I PHII 0-01111111111111"I'm P A R T N Architecture ■ In Phone 770.3 74 1 61' RF L� K R E F G H y A ANCHOR B C D.. , CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 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 SHOPS B BUILDING 1351-1391 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 SHELL ROOF PLAN SHEET NUMBER RA=2m2 eons cENTRAL PARK WEST SUITE .00 GEbRGIA 30328 PREFII DOWN R L 2, T.O. WALL 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. 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-FRA13RICATED 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 FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOTFALL 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, SHEET A-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. 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 11. 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 NEW ROOF TOP UNIT �— INDICATES DIRECTION OF DOWNWARD SLOPE EXISTING SLOPE SHOWN AT 1/8" PER FOOT U.O.N. ROOF TOP WALK PAD 1 I \ I) EXHAUST FAN EF 'ET 25,.4„ A.F.F l i i PHILLIPS W111111111111own PA RT N E R 5 H I P Architecture • Interior Design • Planning 0"e 770 3941616 770.3943314 RF p K J RB E F G H A ANCHOR 6 CONSULTANT SEAL �I .z REVISIONS # DATE DESCRIPTION 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 SHOPS C 2011-2071 W.P. BALL BOULEVARD `HOPS D 2111-2191 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT u, I" 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 SHELL ROOF PLAN SHEET NUMBER RA=2 ■ 3 9000 CENTRAL PARK WEST SUITE -00 GEORGIA INORTH:'.; STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS. � 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH P A R T N E R 5 H I P MECHANICAL AND PLUMBING DRAWINGS, Architecture Interior Design • Planning 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. Phone 770.3941616 F 770.3943314 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE f SUB -CONTRACTOR. G•C, TO PROVIDE ALL NECESSARY 1 BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. T.O. PARAPET 33-10 A.F.F 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO K VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, RB INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR A ANCHOR B c o e F c" THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION, T.O. PARAPET 27'-4" A.F.F 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 114" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE CONSULTANT PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO F_ ACCOMMODATE A MINIMUM 1/6" PER FOOT FALL AT THE VALLEY, 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE, EXACT LOCATIONS SHALL BE BE x DETERMINED BY INFORMATION ELSEWHERE ON THE Yom, 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 SEAL WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEET A-7.2 ; .t: 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. 14. ALL DOWNSPOUTS AT SCUPPERS TO BE 8"x8" U.N.O.. ALL DOWNPOUTS AT GUTTERS TO BE 10"x8" PREFINISHED ALUMINUM., U.N.Q.. 44, T.O. PARAPET 23'-4" A.F.F ROOF PLAN LEGEND REVISIONS _ DS GUTTER AND DOWNSPOUT, SEE NOTE 11. AND DETAILS. # DATE DESCRIPTION COPING -- DBE X' -X" DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL a NEW ROOF TOP UNIT - +— FACE OF EXISTING SLOPE SHOWN AT 1/8" PER FOOT U.O.N. WALL INDICATES DIRECTION OF DOWNWARD SLOPE BELOW .� ROOF TOP WALK PAD _ EXHAUST FAN EF This document is ® Phi0lps Partnership. PC and is considered an instrument of Service and 1s <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 SHOPS E BUILDING 1601-1691 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT I I ry I 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 T.O. PARAPET 27'-4" A.F.F 05/14/04 DRAWN BY/CHECKED BY ALE/DEB DRAWING TITLE SHELL ROOF PLAN SHEET NUMBER r - RA''2,.04 none 90/• CENTRAL ajSUITE 400 ATLANTA,•"30328 ,x $ .Lt - V 'mow •. NORTH 1 ROOF PLAN FtA-2.5 SCALE: 1/8"=11-91 GENERAL NOTES (SHELL) 1. SANITARY 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, r 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. PHI L LIPS SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. PA R T N E R S H I P 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS, Architecture ■ Interior Design Planning 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. GAS METER BANK. SEE PLUMBING DRAWINGS. phone 770.394.1616 Fa" 770.3943314 9. DOWNSPOUT & CONC. SPLASHBLOCK, TYP: SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ ARCHITECT. `U p 11. NEW 6" CURB - SEE CIVIL DWGS. K J 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. A ANCHOR 13 R13 o E F ° H 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. CONSULTANT 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, SEAL 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 5'-0" DEEP BY V-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, L.. 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, TYPICAL. REVISIONS 25, ALUMINUM AWNING ABOVE, TYPICAL. ,O. PARAPET 23'-4" A,F.F 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. # DATE DESCRIPTION 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. This document is Q Phillips partnership, PC and is considered an Instrument of service and is so" for use with respect to the pro1ect as indicated below. All rights reserved. This document may not be reproduced without the prior FACE OF WALL written consent of Phillips Partnership, PC. BELOW TENANT SHOPS F BUILDING 1401-1481 W.P. BALL BOULEVARD ,0. PARAPET 27'-4" A.F.F PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER O. PARAPET 33'-10" A.F.F SANFORD ' FLORIDA CLIENT r 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 SHELL ROOF PLAN SHEET NUMBER f RA=21n5 9000 CENTRAL PARK WEST SUITE 400 ATLANTA, ` + 30328 30'-8" A.F.F. T.O. PARAPET 24'-0" A.F.F. T,O. PARAPET MV -1 - �-3 E 12'-O"A.F.F. T.O�' STOREFRONT MV -2 �-2 OL 0'-0" F.F.E. " t _� MC -1 T-3 ST -2 ST -3 iVtV- EXTERIOR ALUMINUM AWNING- FINISH COLOR A-1 201-0" A.F.F. OL A-2 EXTERIOR ALUMINUM AWNING - T.Q. PARAPET 16 6 A.E.F. MV -1 �-�__-- -,_ -- E ____ n 15 6 A.F.F. D.B.E. _ _. _ _ _ _ _ #145 -"INTENSE CARMINE" P-2� = f D.B.E. DS -1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP -1 12'-0" A.F.F. RADIAL SUN - ,M '--_ Y ._:. f �— 1" EXPANSION JOINT: T.O. STOREFRONT LP -2 _ - --- - RADIAL SUN - 16"X16" EQ. TO "TERRAIN TAUPE" _. MC -1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM -OPEN WIRE MESH BY GARCY- ROOF LADDER. �� WALL SCONCE STANDARD OLD NAVY SILVER FINISH - SEE SPECS DD _- - SEE A-7.2 METAL STANDING SEAM ROOF EQ. TO r W BERRIDGE "CHAMPAGNE" MV -1 MASONRY VENEER - "FOSSIL REEF" CORAL STONE BY CULTURED STONE MV -2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERT IRONSPO-r PC -1 PAINTED CONCRETE PANEL - FINISH COLOR 0 0 F.F.E. EQ. TO DRYVIT 389 - "SOUTHERN TAN" 01 PAINTED CONCRETE, PANEL'- FINISH COLOR EQ. TO DRYVIT.108 -'!MANOR WHITE" PC73 ELECTRICAL EQ. TO DRYVIT 310 - "CHINA WHITE" PANEL GAS METERS ADJACENT TENANT PAINTED METAL - COLOR EQ. TO P-1 I 1 SHOPS B REAR SIDE ELEVATION P-2 DRYVIT 108 - "MANOR WHITE" RA -4.1 SCALE. 1/8"=11-0" _ II t _� GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS 1N FINISH 2002 140 5 100 99 SCHEDULE. A 5.4 A-5.2 _ LP -1 ST- MC -1 LEGEND 30'-8" A.F.F. WALL MOUNTED LIGHT T.O. PARAPET B SEE ELECTRICAL DRAWINGS 4 ST -3 ST -2 I C J MASONRY, CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY 1 EXPANSION JOINT. -VERIFY MAX. DISTANCE BETWEEN JOINTS W1 MANUF. IlF 24'-0" A.F.F. ;�` T.O. PARAPET O TEMPERED GLASS MV -1 7 20'-0" A,F.F. T.O. PARAPET . _ ST -3 16'-6"A. L F.F.x_x��rsr.' x x,,_4 15-6 A.F.F. z _ _ - - ..r. E'�r �,��.. D.B.E. D.B.E. rT x T ,.x,a . �, _. -. . r _ Lr1., es ri:, .� :. A-1 � n r� .M 12-0 A,F.F. - -r T.O. STOREFRONT ar at MV -1 L 1 i. I. _ 1 - G n F.F.E.r— r - n► I 2 i SHOPS ASIDE ELEVATION RA -4.1 SCALE: 118"=11-0" PHILL,IPS P A R T N E R S H I P Architecture - Interior Design -Planning Phone 770.3941616 Fax 770.3941314 i K RB E F G H TANG-HOIR B C � CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 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. All rights reserved. This document may not be reproduced without the prior written consant of Phillips Partnership. PC. TENANT SHOPS A BUILDING 1011-1091 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 SHELL ELEVATIONS SHEET NUMBER RA=:4ml 3T 1g FINISH SCHEDULE EXTERIOR ALUMINUM AWNING- FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY,SILVER FINISH 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT -1 #145 -"INTENSE CARMINE" 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 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046 MC -1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM -OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 METAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV -1 MASONRY VENEER - "FOSSIL REEF" CORAL STONE BY CULTURED STONE MV -2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERT IRONSPO-r 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" PC73 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" STOREFRONT -KAWNEER 451 ANODIZED SF -1 ALLUMINUM - "CHAMPAGNE" STOREFRONT- KAWNEER 451 ANODIZED SF -2 ALUMINUM -"CLEAR" STUCCO - COLOR )EQ. TO DRYVIT 389 - ST 1 "SOUTHERN TAN" NO INSUL. ST -2 STUCCO - COLOR EQ. TO DRYVIT 108 - NO INSUL. .MANOR WHITE" ST -3 STUCCO - COLOR EQ. TO DRYVIT 310 - NO INSUL. "CHINA WHITE" 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING - WS -1 3706 -WL -21 STRATA 33n EXTERIOR WALL SCONCE BY WIN NA LIGHTING - I HTIN -3706-WL-33 WS -2 3706 -WL -33STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS 1N FINISH 2002 140 5 100 99 SCHEDULE. A 5.4 A-5.2 _ LP -1 ST- MC -1 LEGEND 30'-8" A.F.F. WALL MOUNTED LIGHT T.O. PARAPET B SEE ELECTRICAL DRAWINGS 4 ST -3 ST -2 I C J MASONRY, CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY 1 EXPANSION JOINT. -VERIFY MAX. DISTANCE BETWEEN JOINTS W1 MANUF. IlF 24'-0" A.F.F. ;�` T.O. PARAPET O TEMPERED GLASS MV -1 7 20'-0" A,F.F. T.O. PARAPET . _ ST -3 16'-6"A. L F.F.x_x��rsr.' x x,,_4 15-6 A.F.F. z _ _ - - ..r. E'�r �,��.. D.B.E. D.B.E. rT x T ,.x,a . �, _. -. . r _ Lr1., es ri:, .� :. A-1 � n r� .M 12-0 A,F.F. - -r T.O. STOREFRONT ar at MV -1 L 1 i. I. _ 1 - G n F.F.E.r— r - n► I 2 i SHOPS ASIDE ELEVATION RA -4.1 SCALE: 118"=11-0" PHILL,IPS P A R T N E R S H I P Architecture - Interior Design -Planning Phone 770.3941616 Fax 770.3941314 i K RB E F G H TANG-HOIR B C � CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 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. All rights reserved. This document may not be reproduced without the prior written consant of Phillips Partnership. PC. TENANT SHOPS A BUILDING 1011-1091 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 SHELL ELEVATIONS SHEET NUMBER RA=:4ml 3T 1g 36-4"ARF. FINISH SCHEDULE FEXTERIOR ALUMINUM AWNING -FINISH COLOR T.O. PARAPET A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - _ t STANDARD OLD NAVY SILVER FINISH 12°X12" CERAMIC TILE EQUAL TO DSA BUCHTAL MV -2 ST -2 ST -3 MV -1 DOWNSPOUT - PREFINISHED ALUM. DS -1 -COLOR EQ. TO DRYVIT 310 -"CHINA WHITE" LP -1 LOGO PLAQUE = PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - " 28-8 A.F.F. MC -1 - ST 2 DESIGN #046 LP -2 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIALSUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046' MC -1 METAL COPING - COLOR EQ. TO DRYVIT 310 T.O.'PARAPET MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- ST -2 ST -3 MC -1 24'-8" A.F.F. METAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV -1 MASONRY VENEER - "FOSSIL REEF" CORAL STONE T,O. PARAPET BY CULTURED STONE '<'. I-. .. ,.r. 'Z�j f' .C'"�"_ Ll. 1 -x••] -1'S '_lT _..� .. �-1 �T... J' L. ti .:C. r. MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - .. "DESERT IRONSPOT" PG 1 PAINTED CONCRETE PANEL -FINISH COLOR rx _ r i.,r.'•.. sC..j._ L EQ. TO DRYVIT 389 - "SOUTHERN TAN" ,.,.... _: - PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" --.._- }':.t'ri Pc -3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" :.:t t rc h �r -. �s,:x _ ,-i..r�� x xs--� s' rte. -�- �. t ✓< a � r r r r L .i L } r, .-.r r'--r_T ._ _-rx-..i .- _.1 r<r- r .L 1 .. ::"z�-xi.'-.r 17 , n .�� '. _. r .L - :x. ,�»--..x.,.rsr _ _r..'. _ .c T s.`s .. .`�-r.:" � . -10112 A.F, F, � � _. T .:x � .,.,. , �..>•,-� ...__,_. � I , �.... �,�z � z Y ter_. � .. _:.:�, >. .. �.�, x. _� � L.:.- c .. L-i-S-T�s �-?z . �s� .w -L __MV- ..... r' ,..... x_. z...,. a,......r_ � s_z,� _ �.r.....i-...� z. i'_ _. _.. _._.: u�� .�.�s _ _ � --'s.� ��xK- D.B.E. r_s-r..,_.�_ ;fit a� ;rr Lit,.:= ;rh. 1 _ '"=s. .t �.-h-�_. .r_..z r.,..ri. ... � ,.x Ys��'�����w. y „ 1„ r E E 2' _- EQ EQ EQ. s..x .. -- 2 -,L ST -3 �r -:zz_i -=; , - -Y. ��z� •J :cw.. !' �,. �;:rl r,.[ . � .-._ r= r. - -rf� � - rr` . =_` - c . =r A.__.. r - x z W ; �1 �,:, -- s -- 12 O AY.F, - x sT= x.Lrzx.. ' TA. STOREFRONT 0 w �c MV -1 Lj 0 _..:.m_. 0' 0 F,F,E, _._. .. 4"X12 CORAL STONE CAP CORAL STONE RANDOM A-1 MV -1 MV -2 SF -1 ST -2 VENEER; TYP. ASHLAR STONE VENEER, TYP. P:H I L L I P,:S P A R.T N E R S H I P Architecture • Interior Design • Planning Pr,e 770.3941616 F 770.394 3314 RF RE K J A C D E F G H ANCHOR 9 CONSULTANT L L L k GENERAL CONTRACTOR TO SUBMIT COLOR AND _ FINISH SAMPLES TO MATCH ITEMS IN FINISH FRONT. ELEVATION SCHEDULE. _ RA -4,2 SCALE:. 118"=1'-0° j 1 OIL 0'-O"F.F.E. { PPPPINISHFn Al I IMINt inn ELECTRICAL i' \ R_� GAS METERS LEGEND WALL MOUNTED LIGHT B SEE ELECTRICAL DRAWINGS REVISIONS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY # DATE DESCRIPTION -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS This document is 0 Phillips Partnership, PG and is considered an Instrument of Service and is solely for use with respect to tho project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS B BUILDING 1351-1391 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 SHELL ELEVATIONS SHEET NUMBER RA=402 9000 CENTRAL PARK WEST SUITE 400 GEORGIA J FINISH SCHEDULE FEXTERIOR ALUMINUM AWNING -FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH 12°X12" CERAMIC TILE EQUAL TO DSA BUCHTAL CT -1 #145 - "INTENSE CARMINE" 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 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIALSUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046' MC -1 METAL COPING - COLOR EQ. TO DRYVIT 310 -"CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 METAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV -1 MASONRY VENEER - "FOSSIL REEF" CORAL STONE BY CULTURED STONE MV -2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - w "DESERT IRONSPOT" PG 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 DRYVI7 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" STOREFRONT- KAWNEER 451 ANODIZED SF -1 �i ALLUMINUM - CHAMPAGNE 'STOREFRONT -, KAWNEER 451 ANODIZED ALUMINUM - .CLEAR" ST -1 STUCCO -COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" ST -2 STUCGO -COLOR EQ. TO DRYVIT 108 NO INSUL. "MANOR WHITE" ST -3 STUCCO - COLOR EQ. TO DRYVIT 310 - NO INSUL. "CHINA WHITE" -1 21`' EXTERIOR WALL SCONCE BY WINONA LIGHTING - WS 3706 -WL -21 STRATA 33" EXTERIOR WALL SCONCE BYWINONA LIGHTING - WS -2 3706 -WL -33 STRATA P:H I L L I P,:S P A R.T N E R S H I P Architecture • Interior Design • Planning Pr,e 770.3941616 F 770.394 3314 RF RE K J A C D E F G H ANCHOR 9 CONSULTANT L L L k GENERAL CONTRACTOR TO SUBMIT COLOR AND _ FINISH SAMPLES TO MATCH ITEMS IN FINISH FRONT. ELEVATION SCHEDULE. _ RA -4,2 SCALE:. 118"=1'-0° j 1 OIL 0'-O"F.F.E. { PPPPINISHFn Al I IMINt inn ELECTRICAL i' \ R_� GAS METERS LEGEND WALL MOUNTED LIGHT B SEE ELECTRICAL DRAWINGS REVISIONS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY # DATE DESCRIPTION -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS This document is 0 Phillips Partnership, PG and is considered an Instrument of Service and is solely for use with respect to tho project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS B BUILDING 1351-1391 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 SHELL ELEVATIONS SHEET NUMBER RA=402 9000 CENTRAL PARK WEST SUITE 400 GEORGIA J I 1 1 4 2 3 2 4 1 1 RA -5.3 RA -5.4 RA -5.4 RA -5.3 RA -5.3 RA -5.3 RA -5.4 RA -5.4 RA -5.3 1399 1325 Pell1320 MC -1 1315 ST -3 1310 LP -1 1305 1301 35'-4"AF.F. BUILDING ROTATION EDGE T.O. PARAPET ST -2 ST -3 ST -2 299 1215 1210 1205 1200 _ I MC -1 28'-8" A.F.F. 28'•8"AF.F. I ,,� MC 1 ST -3 is . � :�,;�; - ��;<� .– T.O, TOWER T.O. PARAPET 1 ST -3 ST -2 ST -3 ST -2 25'-4" A:F.F. 24'-8" A.F.F. T,O. PARAPET ... 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MV -1 A-1 i 1 FRONT ELEVATION RA -4,3 SCALE: 118"=1'-U" I 1200 1210 1300 1300 1310 1315 1320 1400 i WALL PACK, TYP. 4 `_....�....., P-2 PC -2 3 SEE ELECTRICAL RA -5.2 MC 1 I I ST -2 DS -1 P-2 ST 3 -5.2 DS -1 I NGS RA DRAWINGS I i ROOF TOP U IT 1T-8"A.F.F.. 7-8"AFF. F.Fr IOL ;::I WALL PACK, TYP. T.O.WALL __,_.. I 1 � t T.O.WALL i i 41-011 I SEE.ELECTRICAL i q I ROOF TOP UNIT E I j ; I 24'-10"A,F.F. OL r DRAWINGS i _., _ _ . , , ...:;. _ : - ....., T.O. PARAPET _..,.....,.w_ _ . ,....... --I MC- ,_....... ..:_ _ _..... _ ._. 21 6 1 p11 I T.O. PARAPET - T.O. PARAPET _ -71� ._ _- _ 1 _ - – 16'-21/2" AF.F, 16-8 A,F.F. — — D.B.E.- T.O. ROOF E -Q IQ i oIN " O r _ •� 1 - �— 0� OL – { l 0'-01, F.OL F.E. 0'-0" F.F.E. AH L 0'-T F.F.E. I i \—PREFINISHED GAS METERS ELECTRIC L ROOF LADDER. GAS METERS ELECTRICAL PREFINISHED ALUMINUM PANEL SEE A-7.2 PANEL ALUMINUM 1 TTER. 8"x811 8 x 0 GU & 8"x 10" GUTTER & 8"x 8" _ , ADJACENT ADJACENT DOWNSPOUT DOWNSPOUT TENANT TENANT 2 3 REAR ELEVATION REAR ELEVATION RA,4r3 SCALE: 118"=1'-0" ., RA -4r3 SCALE: 5 SIDE ELEVATION 4 SIDE ELEVATION SCALE; 1l8" GENERAL CONTRACTOR TO SUBMIT COLOR AND RA -4.3 .=1'-0" _ RA -4r3 SCALE: 118"=1' 0" FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND , WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS • it C J MASONRY CONTROL JOINT -SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. TEMPERED GLASS i j1 PHILLII�PS P A R T E R N S H I P Architecture •.Interior Desigqn • Planningq mane 770.3941616 F� 770.394,1314 RF � K J RB E F O H A ANCHOR B C D CONSULTANT SEAL ,1 u• i, REVISIONS # DATE DESCRIPTION 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 Phillipa Partnership, PC. TENANT SHOPS C 2011-2071 W.P. BALL BOULEVARD SHOPS D 2111-2191 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT Y. NORTH AMEPJCAN 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 SHELL ELEVATIONS SHEET NUMBER m43■ '0!i CENTRAL SUITE 400 GEORGIA 30328 FINISH SCHEDULE EXTERIOR ALUMINUM AWNING -FINISH COLOR -' A-1 EQ. TO "CHAMPAGNE" A-2' EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT -1 #145 - "INTENSE CARMINE" 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 LOGO PLAQUE- PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046 MC -1 METAL COPING COLOR EQ. TO DRYVIT 310 -"CHINA WHiTE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 METAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV -1 MASONRY VENEER - "FOSSIL REEF" CORAL STONE ' BY CULTURED STONE MV -2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE "DESERT IRONSPOT" PC -1 PAINTED CONCRETE PANEL- FINISH COLOR EQ. TO DRYVIT 389 - "SOUTHERN TAN" ' PC-2PAINTED 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" STOREFRONT - KAWNEER 451 ANODIZED SF -1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 451 ANODIZED SF -2 ALUMINUM -"CLEAR' ST -1 STUCCO - COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" STUCCO - COLOR EQ. TO DRYVIT 108 - ST -2 "MANOR WHITE" NO INSUL. ST -3 STUCCO - COLOR EQ. TO DRYVIT 310 - NO INSUL. "CHINA WHITE" 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING- IGHTING-3706-WL-21 WS -1 3706-WL-21STRATA -2 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING - WS 3706 -WL -33 STRATA ' 5 SIDE ELEVATION 4 SIDE ELEVATION SCALE; 1l8" GENERAL CONTRACTOR TO SUBMIT COLOR AND RA -4.3 .=1'-0" _ RA -4r3 SCALE: 118"=1' 0" FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND , WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS • it C J MASONRY CONTROL JOINT -SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. TEMPERED GLASS i j1 PHILLII�PS P A R T E R N S H I P Architecture •.Interior Desigqn • Planningq mane 770.3941616 F� 770.394,1314 RF � K J RB E F O H A ANCHOR B C D CONSULTANT SEAL ,1 u• i, REVISIONS # DATE DESCRIPTION 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 Phillipa Partnership, PC. TENANT SHOPS C 2011-2071 W.P. BALL BOULEVARD SHOPS D 2111-2191 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT Y. NORTH AMEPJCAN 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 SHELL ELEVATIONS SHEET NUMBER m43■ '0!i CENTRAL SUITE 400 GEORGIA 30328 -3 r4 r2 ST A-5.3 A-5.3 A- .3 A-5.3 A-5.4 A-5.4 200 99 MC -1 450 400 35 1� 300 250 MC -1 599 500 J�T-10"A.F.F. 'VT.O. PARAPET LP -1 ST -3 2r-4"A.F.F, ST- MV -1 '9"T,O. PARAPET MV -1 23!-4"A.F.F. VT.O. PARAPET ST -2 t .3 7 T SEC, D.B.E. EQ. EQ. EQ. Q. t:u. tu. MV -1 EQ. 2' EQ. EQ. EQ. E EQ. EQ. E EQ. lt,� ;A LZ 2 EQ. EQ. EQ. EQ, EQ. L2 EQ. L2 77 -a, 0 19-10-1/2"A.F.F. EQ. ST -3 7:21 2L:-- 4 (P y [P =E:T== [P) y ji� 124"A.F.F. =u 1-1.0. STOREFRONT rA LJL I 1 11 1 All &g A . ......... - W MV -1 E ElaffiNEI LP -2 �J; FR- [][:]E EIE E"- El �-]E E El 1E 777L] E;" MLI �31---2 -Joo 1� K L EI] J. �-;4 - -F] OL 0'-0" F.F.E. z ZEI- U7 7EI11:11-11111 11111:1 R��- ':�.-�- 1[11:1 El I E I El �fiz A 1: 1 EIEJI-11--�111 T[3E EIL 1-1w 4"XI 2" CORAL STONE CAP CORAL STONE RANDOM VENEER,TYP. ASHLAR STONE VENEER, TYP. MV -1 MV -z SF -1 MV -11 A-1 NORTH ELEVATION L L �, �44 SCALE: 1/8"=14" r2\ D D MC -1 .3 A B MC -1 J�S-10" A.F.F. 'VT.O. PARAPET ST -3 ST -3 271-4"A.F.F. MV -1 'VT.0, PARAPET 23-4"A.F.F. '7 ST -2 MV -1 1 Cli _7 'VT,O, PARAPET eik 16-10-liz A.F.F. MV -1 2T D,B,E. MNI-9 GENERAL CONTRACTOR TO SUBMIT COLOR AND t FINISH SAMPLES TO MATCH ITEMS IN FINISH EQ. E2��Jil EQ. EQ. EQ. EQ. E EQ. dc SCHEDULE. 3) Z __—I 4 -ti "Ft: Ep Y 1P A-1 L LEGEND y 1�--ME 12'-0" A.F.F. 'VT.O. STOREFRONT ETA -L Ell - IM 1 ME L 7- 'R;E�-. F gm -.1 ==L-1-1-1" n� LP -2 WALL MOUNTED LIGHT MV -1 LP -2 11 SEE ELECTRICAL DRAWINGS :1 EEI li�a7a, zv Cli MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY a -VERIFY MAX. DISTANCE BETWEEN JOINTS W1 MANUR 'S 7 x T L LL 0'-TF.F.E. E TEMPERED GLASS 7� W 2 EST ELEVATION J-44 SCALE: 1/8"=1'-0fl 3 3 MC -1 101 160 200 3 1 290 400 A- 600 A-5.4 A-5.2 A-5.41 ........ . .... . . ....... . . . ..... . ........ ........ . .. WALL PACK, TYP. ST -3 ....... _J ROOF TOP UNIT SEE ELtCTRICAL BEYOND. DRAWINGS -01 01 41-0" 2 . ... . .. ......... . ............. ............. ... .......... 27-4"A.F.F. e. F. ST -3 �19-.I' �A. T.O.WALL 1-1.0. PARAPET MV -1 T 0. 6,23'-4'A.F.F. AL� q CI F -1 ?YO. PARAPET RT -2 Cli J -7 F 7 zw� -7 N -R. iM [ff . - - j FE 7--1 MV i . . . . . . ...... ... . . . . . . . . . . - - - - - - - - -- - 16-2-1/2"A.F.F, . . ......... a. D.B.E. -71 EQ. ST 3 �EQ. EQ. 12'-O"A.F.F. . ....... .. .. . ............ ....... . ..... ..... "FT.O. STOREFRONT A 1 F C:) .......... ---------- ........ . - --------- Ej T 1 P-9 0 C? �x E1E117 r '77= 7- . L 7: F 7 r L 3 7- 71r— _-E 0'-0"F.F.E.— PREFINISHED ROOF LADDER. ALUMINUM MV -2 LP -2 MV -1 SEE A-7.2 8%10" GUTTER DUMPSTER LOCATION. 8"-8" DOWNSPOUT (-T--� SOUTH ELEVATION �4 3 SCALE: 1/8"4-0. 711� 3% E D C B 5 MC -1 ST73 27'-4"A.F.F. OL . .... ......... . ..... ....... --- - ----- - T.O. PARAPET `r ------ ROOFTOP UNIT ST -3 23'-4"A.F.F. T.O. PARAPE CTJ C�J ST -2 16-10 112" D.B.E. MV -1 W-2-1,Z�A.F.F. 16-2-10 A.F.F. D.B.E. ';77 7 12'-0" A.F,F. D.B.E. (P 1P 'aT,- T.O. STOREFRONT'� --------- L L—L] ... ....... ......... LP -2 ---- --- . ..... . ..... . . . . . . 7, 2.-,- ------ MV -1 —71 5- - Z. --------- 0'-0"RF.E. �Ez- ': � �T-, :..L,-- - - -- -zt . ..... .... . "IF: ggp 0 'F.F.E 1-0 r4 EAST ELEVATION � - �44 SCALE: 1/8"4-0" 'IT-2-1/2"A.F.F. j, D.B.E. it 0'-O'F. r P,�H.ILLIPS P A R T'N E R S H I R Architecture - Interior Design - Planning Phone 770.3941616 770.3941314 EU ANCHOR CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This -document is Q Phillips Partnership. PC and is ron3fdored 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 PhlAps Partnership. K. TENANT SHOPS E BUILDING PROJ ECT THE MARKET AT SEMINOLE TOWNE CENTER SANFORD,L FLORIDA NOKITI AMER]CM PROPEMES 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 020 ISSUE DATE 05114/04 DRAWN BY/CHECKED BY ALE/DEB DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER RA=40 9000 CENTRAL PARK WEST SUITE 400 ATLANTA GEORGIA 30328 FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING STANDARD OLD NAVY SILVER FINISH 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT -1 #145 -"INTENSE CARMINE" DOWNSPOUT - PREFINISHED ALUM. DS -1 _COLOR EQ. TO DRYViT 310 -"CHINA WHITE" LOGO PLAQUE - PRECAST PINEAPPLE G ROVE TILE- RADIAL SUN - LP -1 . 24"X24" EQ. TO"TERRAIN TAUPE" DESIGN #046 LP -2 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046 MC.1 METAL COPING - COLOR EQ. TO DRYVIT 310 "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- I STANDARD OLD NAVY S ILVER FINISH - SEE SPECS MTL-3 M :TAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV 1 MASONRY VENEER - !'FOSSIL REEF" CORAL STONE MAS NRY V MV -2 DESERT IRONSPOT" pC-1 PAINTED CONCRETE PANEL - FINI H L R EQ. TO DRYVIT 389 - "SOUTHERN TAN' PAINTED CONCRETE PANEL - FINISH COLOR PC -2 EQ.'TO DRYVIT 108 - "MANOR WHITE" 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" STOREFRONT - KAWNEER 451 ANODIZED SF -1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 451 ANODIZED SIF -2 ALUMINUM -"CLEAR!' ST -1 STUCCO - COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" ST -2 STUCCO - COLOR EQ. TO DRYVIT 108 - NO INSUL. "MANOR WHItE" ST -3 STUCCO - COLOR EQ. TO DRYVIT 310 - NO INSUL. "CHINAWHITE" 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING - WS -1 3706 -WL -21 STRATA 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING-� WS -2 3706 -WL -33 STRATA eik 16-10-liz A.F.F. MV -1 2T D,B,E. MNI-9 GENERAL CONTRACTOR TO SUBMIT COLOR AND t FINISH SAMPLES TO MATCH ITEMS IN FINISH EQ. E2��Jil EQ. EQ. EQ. EQ. E EQ. dc SCHEDULE. 3) Z __—I 4 -ti "Ft: Ep Y 1P A-1 L LEGEND y 1�--ME 12'-0" A.F.F. 'VT.O. STOREFRONT ETA -L Ell - IM 1 ME L 7- 'R;E�-. F gm -.1 ==L-1-1-1" n� LP -2 WALL MOUNTED LIGHT MV -1 LP -2 11 SEE ELECTRICAL DRAWINGS :1 EEI li�a7a, zv Cli MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY a -VERIFY MAX. DISTANCE BETWEEN JOINTS W1 MANUR 'S 7 x T L LL 0'-TF.F.E. E TEMPERED GLASS 7� W 2 EST ELEVATION J-44 SCALE: 1/8"=1'-0fl 3 3 MC -1 101 160 200 3 1 290 400 A- 600 A-5.4 A-5.2 A-5.41 ........ . .... . . ....... . . . ..... . ........ ........ . .. WALL PACK, TYP. ST -3 ....... _J ROOF TOP UNIT SEE ELtCTRICAL BEYOND. DRAWINGS -01 01 41-0" 2 . ... . .. ......... . ............. ............. ... .......... 27-4"A.F.F. e. F. ST -3 �19-.I' �A. T.O.WALL 1-1.0. PARAPET MV -1 T 0. 6,23'-4'A.F.F. AL� q CI F -1 ?YO. PARAPET RT -2 Cli J -7 F 7 zw� -7 N -R. iM [ff . - - j FE 7--1 MV i . . . . . . ...... ... . . . . . . . . . . - - - - - - - - -- - 16-2-1/2"A.F.F, . . ......... a. D.B.E. -71 EQ. ST 3 �EQ. EQ. 12'-O"A.F.F. . ....... .. .. . ............ ....... . ..... ..... "FT.O. STOREFRONT A 1 F C:) .......... ---------- ........ . - --------- Ej T 1 P-9 0 C? �x E1E117 r '77= 7- . L 7: F 7 r L 3 7- 71r— _-E 0'-0"F.F.E.— PREFINISHED ROOF LADDER. ALUMINUM MV -2 LP -2 MV -1 SEE A-7.2 8%10" GUTTER DUMPSTER LOCATION. 8"-8" DOWNSPOUT (-T--� SOUTH ELEVATION �4 3 SCALE: 1/8"4-0. 711� 3% E D C B 5 MC -1 ST73 27'-4"A.F.F. OL . .... ......... . ..... ....... --- - ----- - T.O. PARAPET `r ------ ROOFTOP UNIT ST -3 23'-4"A.F.F. T.O. PARAPE CTJ C�J ST -2 16-10 112" D.B.E. MV -1 W-2-1,Z�A.F.F. 16-2-10 A.F.F. D.B.E. ';77 7 12'-0" A.F,F. D.B.E. (P 1P 'aT,- T.O. STOREFRONT'� --------- L L—L] ... ....... ......... LP -2 ---- --- . ..... . ..... . . . . . . 7, 2.-,- ------ MV -1 —71 5- - Z. --------- 0'-0"RF.E. �Ez- ': � �T-, :..L,-- - - -- -zt . ..... .... . "IF: ggp 0 'F.F.E 1-0 r4 EAST ELEVATION � - �44 SCALE: 1/8"4-0" 'IT-2-1/2"A.F.F. j, D.B.E. it 0'-O'F. r P,�H.ILLIPS P A R T'N E R S H I R Architecture - Interior Design - Planning Phone 770.3941616 770.3941314 EU ANCHOR CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This -document is Q Phillips Partnership. PC and is ron3fdored 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 PhlAps Partnership. K. TENANT SHOPS E BUILDING PROJ ECT THE MARKET AT SEMINOLE TOWNE CENTER SANFORD,L FLORIDA NOKITI AMER]CM PROPEMES 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 020 ISSUE DATE 05114/04 DRAWN BY/CHECKED BY ALE/DEB DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER RA=40 9000 CENTRAL PARK WEST SUITE 400 ATLANTA GEORGIA 30328 33-10" A.F.F. TO. PARAPET 27'-4" A F.F. T.O. PARAPET 23'-4" A.F.F. TO. PARAPET 19'-4" A.F.F. D.B.E. 12'-0" A,F,F. T.O. STOREFRONT U-0" F.F.E. 3 ST -3 294' A.F.F. T;O, PARAPET a !� is I i 23'-4" A.F.F. 1.0. PARAPET ST -2 - — CIJ C'J - 19'-4" A.F.F. - -..- D.B.E. 777 .__ _ L _t _. ..a [ ,a. , 7, . a Mh. i. .,. ..1.._T. , .�]_Ll_.L_�f. _L 1.., I. _�L I.. 16-2-1/2"A.F.F. .(:::r',: -- _,.r_ — -n 4. _ �_ 1` � .y.�l:;'.'.'= _. , � _ ", _ GENERAL CONTRACTOR TO SUBMIT COLOR AND ,,::�,::�.._.! - �. 12'-0" A.F.F. _ _- ,.,:..,. TA. STOREFRONT EL _... �.. --4' ..z. .a, ..mss T:a. .. •..:::!' .lti.;..�f: "T'-1:. L . C''_ L _ — f .., t:-:, .r ,.: —`_" i't :t 1'yC 1.1 •,_^x' S`. / f ., YY. .V: ! f ! d .: �:: ,..., .:�.. _ ,i _,......,. e- ..:::—_ - r_i`c,_2-=`a .x t,-�r-cs-?' �i's�-�.-r: v v r ,... a r r'.'d ! ..,_,. _„• :r:,. _ ,:�..: i;.-: ,.: ^_' .�•l( i.. '__ _-_�.,_. .JL'-- rtirr' .-,- _, s:v,_..,r_ .: :c'r. ',r13. fz .,: (4,...r`o:J: _? "= •. �m..�.” sr`,; i . a,.r�:. ail.. �.::- x.:.i .:. ...�WALL MOUNTED LIGHT ,.,. ,.i:,.- __,,,_ w�.� - tilr. r t.• --x.,. =-z1- . _ —c'' �' ,...r,...., , r' : r. � r ,..,[. ,... t. Viz•., . , r't ,..-. ,z.,,. c.rF..._,-tx.. a' "_.:,: -, .. «: ---,:„_ Y _..�•;_:='", ,.._ r, _..r. _,__- 2 _4Y. �4, ,,':�:.; B SEE ELECTRICAL DRAWINGS - _ I i ,c .. ..... ..... ... I .,. _ _ _ ._... _....__ � .. . _., .:... , _ . ,...: _ , F, .. .... _.. MASONRY CONTROL JOINT SHOWN FOR AESTHETIC PURPOSES ONLY I J ,—. OL_ . ._ .. ___ .._.. ...... .,. :,gym .............:..._ .,... ..,,,.J -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS ST -2 2 WEST ELEVATION MV -1 RA -4.5 'SCALE: 118"=1'-0" MV_2 ED C.5 C.1 B A.5 A.1 Z r2 3I 1 A 5.3 A 5.3 A-5.4 A-5.4 MC -1 MC -9 / II 3 ,_ 10„ A.F.F. T.O.'PARAPET ST -3 ST -3 I 27'-4” A.F.F.-J'%>• LP -1 T.O, PARAPET— —�— -- __- _- EAST ELLE-VATION RA^4.5 SCALE: 1/8"=1'-0" RA4.5 SCALE: 1/8"=1'-0" '-4” A.RF. ),PARAPET '-4" A.F.F. ),PARAPET '-2-1/2" A.F.F, OL I.B.E. '-0" AF.F. Ilk ),STOREFRONT 0'4" F.F.E. ^E IRAWINGS. I This document is ® Phillips Partnership,, PC and is considered on Instrument of Service and is solel�r for use with respect to the project los indicated below. All rghm reserved. Thi* document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS F BUILDING 1401-1481 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOL.E TOWNE CENTER SANFORD, FLORIDA CLIENT f, 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 SHELL ELEVATIONS SHEET NUMBER RA=4m5' •111 CENTRAL PARK WEST SUITE 400 GEORGIA1 FINISH SCHEDULE EXTERIOR ALUMINUM AWNING- FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH 12"X12"CERAMIC TILE EQUAL TO DSA BUCHTAL — CT -1 — #145 — "INTENSE CARMINE" 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 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 16"X16" EQ, TO'TERRAIN TAUPE" DESIGN #046 MC -1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- „ STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 METAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV -1 MASONRY VENEER -"FOSSIL REEF" CORAL STONE BY CULTURED STONE MV -2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERT IRONSPOT" 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" x PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P"3 - "CHINA WHITE" " STOREFRONT - KAWNEER 451 ANODIZED SF -1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 451 ANODIZED SF -2 ALUMINUM- "CLEAR" STUCCO - COLOR EQ. TO DRYVIT 389 - ST -1 ''SOUTHERN TAN" NOINSUL. STUCCO - COLOR EQ. TO DRYVIT 108 - ST -2 "MANOR WHITE" NO INSUL. ST -3 STUCCO - COLOR EQ. TO DRYVIT 310 - ''CHINA NO INSUL: WHITE" -1 21".EXTERIOR WALL SCONCE BY WINONA LIGHTING - WS 3706 -WL -21 STRATA 33" EXTERIOR WALL SCONCE BY WINONA LIGHTIN G— WS-2 3706 -WL -33 STRATA .(:::r',: -- _,.r_ — -n 4. _ �_ 1` � .y.�l:;'.'.'= _. , � _ ", _ GENERAL CONTRACTOR TO SUBMIT COLOR AND ,,::�,::�.._.! - �. 12'-0" A.F.F. _ _- ,.,:..,. TA. STOREFRONT EL _... �.. --4' ..z. .a, ..mss T:a. .. •..:::!' .lti.;..�f: "T'-1:. L . C''_ L _ — f .., t:-:, .r ,.: —`_" i't :t 1'yC 1.1 •,_^x' S`. / f ., YY. .V: ! f ! d .: �:: ,..., .:�.. _ ,i _,......,. e- ..:::—_ - r_i`c,_2-=`a .x t,-�r-cs-?' �i's�-�.-r: v v r ,... a r r'.'d ! ..,_,. _„• :r:,. _ ,:�..: i;.-: ,.: ^_' .�•l( i.. '__ _-_�.,_. .JL'-- rtirr' .-,- _, s:v,_..,r_ .: :c'r. ',r13. fz .,: (4,...r`o:J: _? "= •. �m..�.” sr`,; i . a,.r�:. ail.. �.::- x.:.i .:. ...�WALL MOUNTED LIGHT ,.,. ,.i:,.- __,,,_ w�.� - tilr. r t.• --x.,. =-z1- . _ —c'' �' ,...r,...., , r' : r. � r ,..,[. ,... t. Viz•., . , r't ,..-. ,z.,,. c.rF..._,-tx.. a' "_.:,: -, .. «: ---,:„_ Y _..�•;_:='", ,.._ r, _..r. _,__- 2 _4Y. �4, ,,':�:.; B SEE ELECTRICAL DRAWINGS - _ I i ,c .. ..... ..... ... I .,. _ _ _ ._... _....__ � .. . _., .:... , _ . ,...: _ , F, .. .... _.. MASONRY CONTROL JOINT SHOWN FOR AESTHETIC PURPOSES ONLY I J ,—. OL_ . ._ .. ___ .._.. ...... .,. :,gym .............:..._ .,... ..,,,.J -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS ST -2 2 WEST ELEVATION MV -1 RA -4.5 'SCALE: 118"=1'-0" MV_2 ED C.5 C.1 B A.5 A.1 Z r2 3I 1 A 5.3 A 5.3 A-5.4 A-5.4 MC -1 MC -9 / II 3 ,_ 10„ A.F.F. T.O.'PARAPET ST -3 ST -3 I 27'-4” A.F.F.-J'%>• LP -1 T.O, PARAPET— —�— -- __- _- EAST ELLE-VATION RA^4.5 SCALE: 1/8"=1'-0" RA4.5 SCALE: 1/8"=1'-0" '-4” A.RF. ),PARAPET '-4" A.F.F. ),PARAPET '-2-1/2" A.F.F, OL I.B.E. '-0" AF.F. Ilk ),STOREFRONT 0'4" F.F.E. ^E IRAWINGS. I This document is ® Phillips Partnership,, PC and is considered on Instrument of Service and is solel�r for use with respect to the project los indicated below. All rghm reserved. Thi* document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS F BUILDING 1401-1481 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOL.E TOWNE CENTER SANFORD, FLORIDA CLIENT f, 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 SHELL ELEVATIONS SHEET NUMBER RA=4m5' •111 CENTRAL PARK WEST SUITE 400 GEORGIA1 AJ-N, _r_ _ _ .. - te- a. ..-r'----'--'•_ as 9 005 A.1 A Z W IA3IQ 2-41 n 2 ROOF D � .- RAIN SEE A 7.2 FOR 60 MIL. FULLY ADHERED 3 DETAILS ROOFING MEMBRANE OVER 2 7/16" COVER BOARD ON RIGID INSULATION 2'-1 1/4" SLOPE MIN. 1/4" SLOPE MIN. 30'-8" A.F.F. —t-- ._. ....�_.-- =----- --_' _l....--- - -�-+' --__....!_'�_.. _1_ L:: ' _ T.O. PARAPET r I �-IN P�HILLIPS P A R T N E R S H I P ' N Architecture n Interior Design Planning Phone Fax 770.394.1616 770.394.1314 60 MIL FULLY ADHERED - I ROOFING MEMBRANE UP,, OVER & 2"DOWN FACE O _ PARAPET 1'-0" 1'-0" tD A.1 A F:7 CV 2'-O'i STEEL BEAM. 12 X 12 PRE -FINISHED GALV. c� LOUVER W/ INSECT SCREEN ( DRAIN LEADER 4" 1,�,, 8" MTL STUD '@ 16" O.0 CONSULTANT 2 LAYERS 3/4" F.R.T PLYWOOD /4" SLOPE MIN. 2x F.R.T WOOD BLOCKING „' co 24 -0 A. F.F. 24„ T.O. PARAPET X 24 LOGO PLAQUE. { SEE ELEVATIONS AND SIN SPECS FOR DETAILS, r 14 X 24 PRE -FINISHED GALV, 1/2" STUCCO OVER 1/2" LOUVER W/ INSECT SCREEN @ i DENSGLASS OVER 6" 8'-0" O.C. f A.1 A V-5" METAL STUDS @ 16" O.C. 60 MIC. FULLYADHERED FRY REGLET DRIP c� ROOFING MEMBRANE UP OVER I SCREED (MOD. MOD. 60 MIL. FULLY ADHERED I & 2"DOWN FACE OF PARAPET DS -875-V-875 VENTED, { ROOFING MEMBRANE OVER j TYP.) 7/16" COVER BOARD ON RIGID 1/2" STUCCO OVER 1/2" 1/2 STUCCO OVER 1/2 SEAL INSULATION (R-20 MIN) DENSGLASS OVER 6" 6" METAL STUDS @ 16" O.C. DEN ,� W/ 4"' PLYWOOD � SGLASS OVER 6 METAL STUDS @ 16 O.C. 3/ OOD AND 64 MIL 1 METAL STUDS �a 16" O.C. FULLY ADHERED ROOFING I 411 1' 6' ' CONTINUOUS SEALANT. MEMBRANE. $MTL STUD @ 16 O.0 _ PRECAST PANEL BEYOND. { 2 LAYERS 3/4" F.R.T PLYWOOD STUCCO TO SLOPE 1/4" SLOPE MIN. 1 20 0 A.F:F. I 2x F.R.T WOOD BLOCKING 20'-0" A.F.F. - T.O. TILT -UP PROVIDE BIRD SCREEN AT T.O. PARAPET LEADER OUTLET 4" CONT. CORAL STONE 60 MIL FULLY ADHERED ,_ ii CAP VENEER:- TYP, ROOFING MEMBRANE 2 0 X 2 -0 OPENING IN 1 , -ROOF MOUNTED SPLASH I ( OVER 7/16" COVER BOARD I BLOCK METAL DECK @EACH SIMILAR BAY ' I FUTURE SIGNAGE ON RIGID INSULATION (R-20 > 13 PROVIDED BY TENANT. MIN) E n 1 1/2" STEEL DECK ''. PROVIDE 4-0 HIGH EXT. A-7.1 n 1 1/2" STEEL DECK GRADE 1/2" PLYWOOD AT a� 60 MIL: FULLY ADHERED L „ „ PROVIDE 4-0 X 8'-0" HIGH REVISIONS E ! SIGNAGE LOCATION. ROOFING MEMBRANE (� „ THIN 2x F.R.T. WOOD BLOCKj EXT. GRADE 1/2 2x F.R.T. WOOD BLOCKING, N BRICK VENEER OVER 7/16 COVER BOARD CONT AS REQ D. FUTURE SIGNAGE PLYWOOD AT SIGNAGE # DATE DE I OVER 5-1/2" TILT -UP ON RIGID INSULATION (R 20 SCRiPTION PROVIDED BY TENANT. LOCATION. .... _. _ CONT AS REQ'D. MIN 5" I CONCRETE WALL, SEE NT. ) 1 1/2 STEEL DECK 1/4 SLOPE MIN. STRUCTURAL FOR j FUTURE SIGNAGE CONNECTIONS. - - _ _ ._ _.... _. - -- - �., _ d _ �..._ ..._ ._ �� _ __..... _,.-__._ _.:.- _ :-_... -- -.. _.. _.._ PROVIDED By TENANT. 16'-6"A.F.F. { „ _ . - _I_ (._:.__.. .._ _ D.B.E.I 16-6 A.F.F. I 16'-6"'A.F.F. - -- D.B.E. - STEEL BEAM.D.B.E. Cr l:. SEE STRUCTURAL ,. I r ,w ; PROVIDE ELECTRICAL„ . ; PROVIDE ELECTRICAL RECESSED DOWNLIGHT (2 JUNCTION BOX FOR j JUNCTION BOX FOR PER BAY. CENTER IN BAY) SIGNAGE. CAP PAINTED I ,.,,. SIGNAGE. CAP PAINTED .<; — ! TO MATCH ADJACENT ,'<. -.\ TO MATCH ADJACENT SURFACE. ::. SURFACE, 3". CQNTINUOUS VENT I : = - I STEEL BEAM. s �;� � f PILASTER EDGE \ L� SEE STRUCTURAL. i BEYOND. BAR JOIST, TYP - 3 CONTINUOUS VENT i AR JOIST, TYP - SEE STRUCTURAL DWGS ` BAR JOIST TYP -' 1 ... � SEE STRUCTURAL DWGS � i _ / SEE STRUCTURAL DWGS ... .. ` 3'-1„ ` BATT INSULATION (R-11 MIN. rk FRY REGLET DRIP i, n _ 12 X12 ACCESS PANEL ; FRY REGLET DRIP 2 LAYERS OF 5/8" GYP. i SCREED (MOD. - SCREED (MOD. 12"X12" ACCESS PANEL FRY REGLET DRIP I I ( «,� SCREED (MOD. o { I DS -875-V-875 VENTED, o DS -875-V-875 VENTED .BOARD OVER METAL , t- c j DS -875-V-875 VENTED, TYP.).` BATT INSULATION (R-11 MIN.) - TYP.): „ TYP.). SRUDS FRAMING. ) 2 LAYERS OF 5/8" GYP. 2 LAYERS OF 5/8 GYP.^... i a \ j BOARD OVER METAL ! BOARD OVER METAL 5/$" GYP. BOARD OVER 1 S \ SRUDS FRAMING. SRUDS FRAMING. i 1" Z FURRING CHANNEL @ I ! ( ! ch i I ; � � � ; , This document is 4 Phillips Partnership, PC and is - 24 O.C. WITH RIGID i , , ; considered on Instrument of Service and is sole for use with . I BATT INSULATION R-11 MIN. ly i CONTINUOUS LAP OF _, , , CONTINUOUS ( ) I i respect to the project as indicated below. All rights reserved. INSULATION R-5 MIN ; r , OUS LAP OF l This document may not be reproduced without the prior ( ) SEALANT. 0 5/8 GYP. BOARD OVER 1 I �\� SEALANT. { { I written consent of Phillips Partnership, PC- - 1 Z FURRING CHANNEL j o l \ " I 1 \, _ 5/8" GYP. BOARD OVER 1" I ; } I \ CONTINUOUS d N TENANT I 24 O.C. WITH RIGID I , , \ CONTINUOUS 1 Z FURRING CHANNEL i CONTINhJQ S 4 I i) FLASHING. INSULATION R-5 MIN !_ j I " @ i y f ( ) FLASHING. 24 O.C. WITH RIGID I ! FLASHING. INSULATION (R-5 MIN) { f I n 4 _ o 4SHOPS BUILDINGS 5/8" GYP. BOARD OVER 1" 1 „ i - -- 5/8" GYP. BOARD OVER 1" M _ 1 Z FURRING CHANNEL @ I 1 Z FURRING CHANNEL @ 24" O.C. WITH RIGID j t 4'.0- ; 24" O.C. WITH RIGID I 4-0„ f 4-0 r INS LAT U(TA k s nnw ) i { XXXX ".17'. 01 -ALL BOULEVARD { i j INSULATION (R- 5 MIN) I I 5/8” GYP. BOARD OVER 1" i [ ; ALUMINUM AWNING. o ALUMINUM AWNING.o 1"Z FURRING CHANNEL @ COLUMN BEYOND - SEEELEVATIONS NSEE ELEVATIONS 24"0.C. WITH RIGID � t AND SPECS. I SEE STRUCTURAL DWGS INSULATION R-5 MIN { ; ; � 3 i AND SPECS. ( ) PROJECT , THIF MARKETPLAC I , i M I i I; 1 AT SEMIN OLE TOWNE CENTERALUMINUM ALUMINUM STOREFRONT. STOREFRONT.SEE SPECS FOR I SEE SPECS FOR i E DETAILS. DETAILS. E I I I I i , i.......... i j I I tI 1 ! i ........_. j i, NORTH AMERICAN PROPERTIES --' I , _ ; 9 i NORTH AMERICAN P - 4" CONC. SLAB ON 6 MIL. 4 CONC. SLAB ON 6 MIL. 4 CONC. SLAB ON 6 MIL. PROPERTIES ATLANTA THICK POLYTH I __ _._.._ ! ; .._.._ _..a THICK POLYTHETHYLENE I 1080 HOLGOMB BRIDGE ETHYLENE ._. 1 THICK POLYTHETHYLENE BUILDING 200 SUITE 150 VAPOR BARRIER ! $ ! VAPOR BARRIER ' ' M i 1 , VAPOR BARRIER ROSWELL, GA 30075 ENGINEERED j ( ENGINEERED { ( i ! TEL (770) 64576566 FAX (770) 643-9540 SUBGRADE BY SITE i ENGINEERED ! SUBGRADE BY SITE I i PHILLIPS JOB NUMBER CONTRACTOR. I _ {_ ; ; SUBGRADE BY SITE CONTRACTOR. I CONTRACTOR. ! i ! 0208616 ISSUE DATE __..r 0 -0 05/14/04 A.F.F. ; _.._......... 0 -0 A.F.F. FINISH FLOOR .........: . . a W BY/CHECKED BY ,� 3 FINISH FLOOR l a FINIS .:a ;., H FLOOR DRAWN B • \ , ALE/DEB X DRAWING TITLE / CONCRETE SIDEWALK. % ! \ CONCRETE FOOTING AT j ',' / i, /' �' CONCRETE SIDEWALK. / ,r \ % / \ , \' �, ,, , / f/` r , ONCRETE SIDEWALK. /, \' \ STRUCTURAL FOR \ / — COLUMN LOCATION - % , ' SEE \ / ' \ ` SEE STRUCTU i' !' / ;' \' \ \ ; ` \\ RAL FOR i , SEE STRUCTURAL FOR - , �"\, \ �, • REINFORCEMENT. \',, \ �\ � � /\, r'A \ �`� ',� / .\, '`� ', SEE STRUCTURAL REINFORCEMENT. \.. \ `\': ;\ \`/ \ . \` REINFORCEMENT. DRAWINGS FOR ACTUAL „ \ / \ \` ' `` WALL SECTIONS / ' M EXPANSION JOINT 1/2 EXPANSION JOINT -' `\ - 1/2" EXPANSION JOINT MATERIAL MATERIAL MATERIAL. MATERIAL: _ I SIZE AND DEPTH CONCRETE FOOTING -, CONCRETE FOOTING - CONCRETE FOOTING - SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SHEET NUMBER DRAWINGS FOR ACTUAL DRAWINGS FOR ACTUAL DRAWINGS FOR ACTUAL 3 1A, 9V p SECTION �+ ALL JEUTLUN SIZE DEPTH 2 WALL SE SIZE AND DEPTH SIZE AND DEPTH -' L _SECTION WALL SECTION SCALE: 3/4 -1 0 1 A-5.1 SCALE: 3/4"=1'-0"A-5.1 SCALE: 3/4"=1'-0" RA, 5 m 1 9000 CENTRAL PARK WEST ■ SUITE 400 ■ ATLANTA, GEORGIA 30328 T N Ll — - - - r A.5 A.1 A Z 2 QnnG nDAIAI .CCC A_7 7 3" 2" W 2'-1" o .. X A-7.1 1/4 S OPE MIN. 30'-8" A.F.F. OL { T.Q. PARAPET I I I FRY REGLET DRIP SCREED (MOD. DS -875-V-875 VENTED, .�., TYP.) 11-011 11-011 21-011 STEEL BEAM. )HED GALV. Q T SCREEN I �t I - F 4 i 24" X 24" LOGO PLAQUE, SEE ELEVATIONS AND SPECS FOR DETAILS. Z 1/2" 16" 51;, 6" O,C, 7 41 8„ MTL STUD @ 16" O.0 X 2 LAYERS 3/4" F.R.T PLYWOOD 4 /4" SLOPE MIN. 2x F.R.T WOOD BLOCKING 1/2" STUCCO OVER 1/2" DENSGLASS OVER 6„ 20'-10" AFF METAL STUDS @ 16" O.0 PARAPET 8" MTL. STUDS @ 16" O.C. I I IN W/ 1/2" STUCCO ON 1/2" 74n 11-5 ill CONTINUOUS SEALANT.t10 10 - 3EYOND. 60 MIL. FULLY ADHERED 200 199 SHEATHING I GROUT TO SLOPE COUNTERFLASHING - ROOFING MEMBRANE UP, OVER - E&F BLDG 23'-4" A.F.F. 2 "A & 2"DOWN FACE OF PARAPET rt " i"'S'I`W" COORDINATE W/ ADJACENT 1/4" SLOPE MIN. C&D BLDG 20'-10" A.F.F. HATCH __.._ . _...__.-_...._..._..... 0 0 F.F. C TENANT FINISH AND WALL A BLDG 20'-0" A.F.F,� It T.O. TILT -UP FRY REGLETDRIP CONSTRUCTION. T.O. PARAPET 2x F.R.T. WOOD BLOCKING, SCREED (MOD. CONT AS REQ'D, DS -875-V-875 VENTED, ROOF EXPANSION JOINT - rN 4" CONT. CORAL STONE TYP.) 5 ERED CAP VENEER - TYP. 21 SPONGE TUBE 4 SNE OVER ;D ON RIGID A-7.1 SUPPORTED BY ROOF 60 MIL. FULLY ADHERED MEMBRANE STRIP. WRAP ROOFING MEMBRANE ROOFI MIN) f NG MEMBRANE UP t 1'-5 F FRY REGLET DRIP OVER 7/16,� COVER BOARD ` 8" MIN. OGKING, I 60 MIL. FULLY ADHERED - - ON RIGID INSULATION SCREED (MOD. E ;i . 2x F.R.T. WOOD BLOCKING, ! DS -875-V-875 VENTED, THIN BRICK VENEER ROOFING MEMBRANE OVER (R-20 MIN} CONT AS REQ'D. OVER 5-1/2" TILT -UP 7/16 COVER BOARD ON TYP.) ' CONCRETE WALL, SEE ( RIGID INSULATION R-20 MIN 2 x F.R.T WOOD60 MILFULLY ADHERED ,BLOCKING ; o � . STRUCTURAL FOR,� <,' j s ROOFING MEMBRANE CONNECTIONS. 1 1/2 STEEL DECK " 1/4" SLOPE MIN. OVER 7/16" COVER BOARD -! - ,' ' QN RIGID INSULATION ,_. -4-1--4--- .� � __1._�l._: � -' 16'-6" A.F.F. r-.. _ .._ - _ -�._. t:.. _. -- - ,,• co I - -t--• 1- � -F --- ' . (R-20 MIN) ; D.B.E.}-;- �._,_ ti l L STEEL BEAM.� # , .. a 16'-2 1/2" A.F.F 16'-21/2" A.F.F D.B.E. ! SEE STRUCTURAL, __. i i v { f: _ D.B.E. _. ..._..L,_. _ ...M•....._..._.,._...,.. .. .• RECESSED � .h15'-6"A.F.F. VARIES A.F.F D.B.E. ? D.B.E. DOWNLIGHT (2 PER L to i ' BAY. CENTER IN BAY) 8"x10" GUTTER n ='.r a �..`F_ — - --i .a 3" CONTINUOUS VENT I e, �:,' ,• I 7-1/4 TILT -UP CONCRETE BAR JOIST; TYP - WALL W/ 1/4" STUCCO SEE STRUCTURAL DWGS I BATT INSULATION (R-11 MIN.) A BAR JOIST ", _ � 5 1/2" TILT -UP CONCRETE" 8" x 8" DOWN SPOUT - + WALL W/ 1/4"STUCCO rc r' I FRY REGLET DRIP I a „ BEHIND. 2 LAYERS OF 5/$ GYP. 3 -1 SCREED (MOD. I BOARD OVER METAL ° DS -875-V-875 VENTED, SRUDS FRAMING. i TYP.) , r. ! f1 l ' I ' , • ' �� � •' � { BAR JOIST, TYP - 5/8" GYP. BOARD OVER 1" } , ; \ I I 7-1/4" TILT -UP CONCRETE �) 1„ Z FURRING CHANNEL @ � I � { - � �� SEE STRUCTURAL DWGS _ I 24 O.C.-WITHRIGID WALL W/ 1 /4 CONTINUOUS LAP OF I STUCCO INSULATION (R-5 MIN} SEALANT, Jq STEEL BEAM - I . I I SEE STRUCTURAL DWGS i f 1 CONTINUOUS N . I FLASHING. 7-1/4"TILT-UP PANEL. SEE-, . -- - W \ STRUCTURAL FOR -- DETAILS 0 1"Z FURRING CHANNEL @ r r 24" O.C. WITH 1" RIGID INSULATION (R-5 MIN) 5/8" GYP. BOARD OVER 1" AND 5/8" GYP BOARD SEE ,a . A-7.1 FOR DETAIL. 1" Z FURRING CHANNEL @ L + TYP. REVEAL- USE 2X2 IN 24" O.C. WITH RIGID I l 4 011 { 1" Z FURRING CHANNEL " CONIC. FORMWORK I I, @ '' 1 Z FURRING CHANNEL INSULATION (R-5 MIN) I ! i 24" O.C. WITH 1"RIG ID `'',r 24" O.C. WITH 1" RIGID C ! INSULATION R-5, MIN} INSULATION R-5 MIN _ j ALUMINUM AWNING. `_� AND 5/8" GYP BOARD SEE AND 5/8" GYP BOARD SEE SEE ELEVATIONS COLUMN BEYOND CV I I I A Z.1 FOR DETAIL. TYP: REVEAL -USE 2X2 A-7.1 FOR DETAIL. COLUMN BEYOND - i AND SPECS. ,7 SEE STRUCTURAL DWGS SEE STRUCTURAL DWGS 1N CONIC. FORMWORK. a I i { SEE A-7.1 FOR DETAILS, s ALUMINUM n I t STOREFRONT. o ' (I SEE SPECS FOR { ` DETAILS. , r i I; i { SEE FLOOR PLANS FOR 4" CONT. CORAL STONE t^' ! EXPANSION JOINT SIZE CAP VENEER -TYP. L• I f II I I I i I SILL FLASHING 4 a I o I CORAL STONE VENEER IN I GRADE VARIES -SEE CIVIL n .. ' 1 RANDOM ASHLAR - PLAN ATTACH TO FACE OF CORAL STONE VENEER W TILT -UP CONIC. WALL. r I RANDOM ASHLAR W/ MTL 1/2" EXPANSION JOINT. PROVIDE SPLASH BLOCK 1/2 EXPANSION JOINT. PROVIDE SPLASH BLOCK 1/2 EXPANSION JOINT. ; (NO VENEER ON C & D _._ LATH OVER 46# FELT ON %" o ALL DOWNSPOUT ALL DOWNSPOUT BLDG AT THIS LOCATION. Y2" 4GONG SLAB ON 6 MIL. - @ @ I SEE 4/A-5.2 FOR IIL. .; ; DENSGLAS GOLD - " OCATIONS. 4" CONC. SLAB ON 6 MIL. LOCATIONS. 4" CONC. SLAB ON 6 MIL: I SCORING SPACING.)_ :NE ,! SHEATHING, THICK POLYTHETHYLENE THICK POLYTHETHYLENE " THICK POLYTHETHYLENE ir VAPOR BARRIER VAPOR BARRIER„ 1 PREMOLDED VAPOR BARRIER 'cn JOINT EXP. JOINT }-..:..,. SUBGRADE - - SUBGRADE SUBGRADE 1 FILLER. > I ENGINEERED BY C, ENGINEERED BY ENGINEE ED BY , ! CONTRACTOR. __ i- CONTRACTOR. CONTRAC OR. 0'-0"F.F.E. 0 0-0„ F.F.E.' _ _. p 0F:F.E.s 0'-0” F.F.E., 1 it - t%k .V.. xr, , r •n ;, r-.- ter i (' • J` I , r r > ,�. . , , , .-t. _ , . , . _.. - �.., ... .... . -. ...L -,Y..., tT - .1,. �1... � . J G, -) .. � kt %.. ,,.G, ) , , . ,) - _ J r _ ty'3C h,,,k C. - r T > r c ti I f" f C '•s �) r, J . \ ✓ tX� _7 4-U. � t / ., ...C. ,._, ra7C,.C_,_, ,r Ott , r , .r - •r ,.N l.r � ! , ,, .. ; ref c; :,:, 1,) r ,-,( tt > _ , .CJ . r C ,,, x(v c (() � {_ � > ... r _. ( , . Cl.( J r � r ,. 'i. ) tl r } .� r xt .., r,o•�.r , `•, ` ' i \ ,�,`-' , Z'rXY,7 ,,h.,iJ. ,-�,. fY.,+J J J -.vJ ...OIJ„ .... L, r?r?X.XJ!rIJ LrY.:�,t ..0 (J .� i ::f!i J t 7,+ i„ t ✓X,rlCI CYJ L.�r,. ( > L ..f i ! r _ r i 7 ✓ r -7 J i' CO ` ` CONCRETE SIDEWA LK. GO AT. ETE F5oN SEE STRUCTURAL FORTIQLMNLOCA /' r ` r' .\' J '\ _ J / \` \` '\r i /'`''`• \ ;i' , i ASP ALTPAVING E1/2 EXPANSIONJOINT r EE STRUCTURAL `% REINFORCEMENT. DRAWINGS FOR ACTUAL• CONCRETE FOOTING COMPACTED SOIL CIVILPLAN ASPHALT PAVING -SEECONCRETE FOOTING - FOR ACTUAL SIZE AND AND DEPTHSTRUCTURAL DRA IN n „L \ STRUCTURAL n', \ / , ,, COMPACTED SOIL SEE ST DEPTH , . CIVIL PLAN \ 'I DRAWINGS FOR ACTUAL /' `\ it —7-7-7' .'\; , %'_ ,.' /::�” rr,.\•; � /' \ j' \ GRADE VARIES -SEE CIVIL CONT. CONC, FOOTING. `- '✓ r , ; . •.. / CONIC. FOOTING, SEE SIZE AND DEPTH \ '\ \\ '\ /; / % \ \ , / / \, % \ PLAN SEE STRUCTURAL DWGS. \ \ STRUCTURAL DWGS 5 WALL SECTION 4 WALL SECTION 3 WALL SECTION 2 WALL SECTION 1 WALL SECTION A-5.2 ALE, 3/4 1-O A-5.2 SCALE. :3/4 -1 0 r i I A-5.2 SCALE. 3/4 -1-0 A 5.2 SCALE. 3/4 =1-0 A 5.2 SCALE: 314"=1'-0" 4 P H I.L L PS 101111111- 4 PA R T N E R 5 H I P Architecture - Interior Design " Planning ''ane 770.3941616 770.3941314 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 Phillipa Partnership. PC. TENANT SHOPS BUILDINGS XXXX W.P. BALL BOULEVARD PROJ ECT 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 DRA I TITL W NG E WALL SECTIONS SHEET NUMBER Am5.2 9000 CENTRAL PARK WEST ATLANTA, GEORGIA 3032E .. .__:.�.: .^z .w:r ..�,�-.=-��-�'. �:-.:i,-":.tT-.'-":,,�z�.e�-•-/" :M`; _ ..... __' I � 4,',-' i� y; a.a.: .ate -..Y* �—...+.�_"�-- _ A.1 - A Z ^ varies 3 1/4" SLOPE MIN. n II E&F BLDG 33-8 A.F.F. e B,C& BLDG 35'-4" A.F.F. T.O. PARAPET II 'AN 14" X 24" PRE -FINISHED GALV. LOUVER W/ INSECT SCREEN @ 8'-0" O.C. h N IFRY REGLET DRIP SCREED (MOD. DS -875-V-875 VENTED, 60 MIL. FULLY ADHERED TYP.) ROOFING MEMBRANE UP, OVER & 2"DOWN FACE OF PARAPET 12 2v-0" I L A.1 A `II I I 4'1 T-6" 8" MTL STUD @ 16" 0.0 �? 2 LAYERS 3/4" F.R.T PLYWOOD 00 24" X 24" LOGO PLAQUE. /4 SLOPE MIN. E&F BLDG 27'-4" A.F.F. SEE ELEVATIONS AND 2x F.R.T WOOD BLACKING B,C&BLDG 28'-8" A.F.F., 28'-0" A.F.F. h i SPECS FOR DETAILS. T.O. PARAPET T.O. PARAPET` Y I �scv Al A r 14"X 24" PRE -FINISHED GALV. LOUVER W/ INSECT SCREEN @; 1 �, 8'-0" O.C. 60 MIL, FULLY ADHERED 1'-5" FRY REGLET DRIP i .: SCREED (MOD. ` _ 1l2" STUCCO OVER 1/2" ROOFING MEMBRANE UP, OVER j DS -875-V-875 VENTED, " " & 2"DOWN FACE OF PARAPET 6 METAL STUDS @ 16 O.C. DENSGLASS OVER 6 ? TYP.) W/ 3/4" PLYWOOD AND 60 MIL METAL STUDS @ 16 O.C. 4" FULLY ADHERED ROOFING { N 1._6.. $" MTL STUD 16" O.0 CONTINUOUS SEALANT. l 2 LAYERS 3/4" F.R.T PLYWOOD MEMBRANE. — — E&F BLDG 23'-4" A.F.F. GROUT TO SLOPE E F BLDG 23'-4" A.F.F. i 1/4" SLOPE MLN. D BLDG 25'-4" A.F.F. B, BLDG 24'-8" A.F.F. 2x F.R.T WOOD BLOCKING _ l B&C BLDG 24'-8" A.F.F� C& _ T.O, TILT -UP r STUCCO REVEAL @ TA, PARAPET 6" METAL'STUDS @ 16" O.C. �sN i I FRAMING. SEE A-7.1 y W/ 3/4" PLYWOOD AND 60 MIL ! 4 CONT. CORAL STONE FULLY ADHERED ROOFING t - fa CAP VENEER- TYP. MEMBRANE, I 11-5- 1/2" 5" 13 jI , A-7.1 1/2" STUCCO OVER 1/2" II I I I THIN BRICK VENEER DENSGLASS OVER 4 j _ METAL STUDS @ 16" O.C. OVER I w - d CONCRETE WALL SEE _ N � o STRUCTURAL FOR CONNECTIONS. ' I , I n I STUCCO .REVEAL @ PRECAST PANEL BEYOND. I FRAMING. SEE A-7.1 I—I w 60 MIL. FULLY ADHERED ; I��I 60 MIL. FULLY ADHERED 60 MIL. FULLY ADHERED ,' — MEMBRANE N ` ! STUCCO REVEAL @ ROOFING MEMBRANE ON ROOFING MEMBRANE ON w ROOFING MEM RA A 2-0 X 2-0 OPENING IN I ! Q RIGID INSULATION (R-20 FRAMING. SEE A-7.1 RIGID INSULATION (R-20 RIGID INSULATION (R-20 METAL DECK @ EACH MIN) FACE OF PILASTER MIN) FUTURE SIGNAGE MIN} ! BEYOND. SIMILAR BAY PROVIDED BY TENANT. 2x F.R.T. WOOD BLOCKING', 1 1/2" STEEL DECK 1 1/2" STEEL DECK i E PROVIDE 4'-0" HIGH.EXT. CONT AS REQ D. j GRADE 1/2 PLYWOOD AT I SIGNAGE LOCATION. j FUTURE SIGNAGE h — - PROVIDED BY TENANT. PROVIDE ELECTRICAL s ---...._- - -, - -- ..,. PROVIDE 4'-0" HIGH EXT. ^ --__ :.._._:.... ... _-__'.... -. Ir- _ r _ ._ _._ �...J.._ ....__.. i E&F BLDG 18 101/2 A.F.F. ...._ .,... _t_:.._ ._ _ : _ ..r,._ 1.. ',; .. _f_ ....w._. - . JUNCTION BOX FOR E&F BLDG 18 10.1/2 A.F.F. _.II_. ,.___. _ y �. { , __ ,- f _...._.........._...,. ,_,,.,_ _...__.._,._._..__. ...E FBLD 18-10.1/2 A.F.F.A , � _ __.�..T. .,__ -- j 1 �� a _._. �_ GRADE 1/2 PLYWOOD B C&D BLDG 17"-10 112- A,F,F, _ "A 0 1/2" A.F.F. , r r B C&D BLDG 17 10 1/2 A.F.F. -„�- : - - -�. __ . �: SIGNAGE. -CAP PAINTED r` I D.B.E. } SIGNAGE LOCATION. STEEL BEAM. D.B.E. TO MATCH ADJACENT ' D.B.E. { W cF'.. a SEE STRUCTURAL. ` _ SURFACE. ;r: FUTURE SIGNAGE PROVIDED BY TENANT, STEEL BEAM. i .,... U SEE STRUCTURAL. ,f ` r FRY REGLET DRIP =l CONTINUOUS SEALANT REED MOD. 1;�,;' f PROVIDE ELECTRICAL -- SC - varies DS -875-V-875 VENTED, JUNCTION BOX FOR RECESSED DOWNLIGHT (2 ,_- TYP.) R SIGNAGE. CAP PAINTED PER BAY. CENTER IN BAY) t ;.r w : TO MATCH ADJACENT oD >,” N i ` SURFACE. 1/2 STUCCO OVER 1/2 iy - — DENSGLASS OVER 6" t,......, r r INSULATED ACCES PANEL <' I METAL STUDS @ 16 O.C. CHANISM. 12"X12" ACCESS PANEL I W/LOCKING ME BAR JOIST TYP — I BAR JOIST,'TYP — _ BAR JOIST, TYP — RAL DW \ I SEE STRUCTURAL DWGS `=.. SEE STRUCTURAL DWGS ; :, SEE STRUCTURAL GS FRY REGLET DRIP I s SCREED (MOD- — BATT INSULATION R-11 MIN. K. FRY REGLET DRIP SCREED MOD. BATT INSULATION (R-11 MIN.) ! BATT INSULATION (R-11 MIN.) <. FRY REGLET DRIP SCREED (MOD. ( ) i DS -875-V-875 VENTED, " DS -875-V-875 VENTED, TYP,). 00 " j DS -875-V-875 VENTED, TYP.). 2 LAYERS OF 5/8" GYP. TYP.). °p • 2 LAYERS OF 5/8" GYP. 2 LAYERS OF 5/8 GYP. I a BOARD OVER METAL o j 2" CONTINUOUS VENT T BOARD OVER METAL ° BOARD OVER METAL 3" CONTINUOUS VENT �` ; SRUDS FRAMING. SRUDS FRAMING. �\ I SRUDS FRAMING. I I { ! \\ i 5/8" GYP. BOARD OVER 1" s i I 5/8" GYP, BOARD OVER 1" \ 5/8" GYP. BOARD OVER 1 I ( ! ,� ! ! I G EL �\ 1 Z FURRING CHANNEL 1" Z FURRING CHANNEL i i ; i \� 1 .1 Z FURRING CHANNEL @ ; I � i \ ' = @ i I 24" O.G. WITH RIGID ! ;' ! CONTINUOUS LAP OF o° 24' O.C. WITH RIGID I CONTINUOUS LAP OF a 24 O.C. WITH RIGID ; CONTINUOUS LAP OF ! - INSULATION (R-5 MIN) j } j \ SEALANT. o INSULATION (R-5 MIN) j ' \ SEALANT. INSULATION (R-5 MIN) ( SEALANT. o r I iv I \ CONTINUOUS I I CONTINUOUS CONTINUOUS j I FLASHING. I FLASHING. LA , ; s I , FLASHING. - o I ' r .. . T - 5/8" GYP. BOARD OVER 1" 5/8 GYP. BOARD OVER 1 5/8 GYP, BOARD OVER 1 @ ! 1" Z FURRING CHANNEL 1" Z FURRING CHANNEL @ i i 1" Z FURRING CHANNEL ; I @ 4 4' p^ 24" O.C. WITH RIGID I I 4'-0" 24" O.C. WITH RIGID I i ! 4'-0" 24 O.C. WITH RIGID 1 ; INSULATION (R-5 MIN} INSULATION (R-5 MIN) INSULATION (R-5 MIN) i; ALUMINUM AWNING. I ; I j ALUMINUM AWNING. N I I i EE ELEVATIONSN i I SEE ELEVATIONS i S I i r AND SPECS. s AND SPECS. ' i , : i I ALUMINUM I ! ALUMINUM j i STOREFRONT. I I I STOREFRONT. SEE SPECS FOR SEE SPECS FOR j DETAILS. I I i , DETAILS. I I , e � i i 1 ! ;! i : , , i j , { _ " „ ! i _._ ._.. _.... 4 CONC. N $MIL. ! :. 4 CONC. SLAB ON;6 MIL. 4 CONC. SLAB ON 6 MIL. _.::.:..: ._. ' CO C O j f M j THICK POLYTHETHYLENE THICK POLYTHETHYLENE i THICK POLYTHETHYLENE VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER s i s 11 I I i 9 ENGINEERED f ENGINEERED .:.ENGINEERED � I s , ; s SUBGRADE: BY SITE SUBGRADE BY SITE SUBGRADE BY SITE - ._... I - ! i CONTRACTOR. CONTRACTOR. CONTRACTOR. i r r -0-0 A.F.F. 0'-0" A.F.F. 0'-0" A.F.F, FINISH FLOOR . FINISH FLOOR 1 q, ,4 CONCRETE SIDEWALK. a ' . CONCRETE 31DEWALK. _. ,. '' � ,� COC :., .; 4 CONCRETE SIDEWALK. a FINISH FL OR ' ' � ` SEE STRUCTURAL FOR l ' I % \ i' ,• '�, % ,- � � SEE STRUCTURAL FOR SEE STRUCTURAL FOR %\ ✓ ` \ REINFORCEMENT. REINF R REINFORCEMENT. `. E R \ REINFORCEMENT. MENT. % 1 s \ i " / 1/2 EXPANSION i • ,' %' '% i / i ':' i / / 1/2 EXPANSION JOINT. � 1/2 EXPANSION JOINT. II / ��;` / :' 1 LL T CONCRETE FOOTING ,, �\ WA E I N WA C FOOTING \ WALL E TIN ; � CONCRETE N 3 WALLSECTION CONCRETE FOOT I \ "\ \ �. �• -14 1( `''* " `\ , , SEE STRUCTURAL SEE STRUCTURAL SCALE: 314 -1-0 SEE STRUCTURAL SCALE: 314"=1'-0" ♦ A 5.3 r A-5,3 SCALE: 314"=1'-0" ''• ,�` ;� •. ;% .�' ``�. r A-5.3 i DRAWINGS FOR ACTUAL DRAWINGS FOR ACTUAL DRAWINGS FOR ACTUAL SIZE AND DEPTH SIZE AND DEPTH SIZE AND DEPTH P H 1,'L L I P'S� 0.0-010 M P A R.T N E R S H I P Architecture - Interior Design ■ Planning Mone 770.394.1616 Fax 770.394.1314 CONSULTANT SEAL JF REVISIONS # DATE DESCRIPTION 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 SHOPS O❑ BUILDINGS XXXX W.P. BALL BOULEVARD PROJECT THE MAF�KETPLAGE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT w NOKM 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 WALL SECTIONS SHEET NUMBER RA=5m3 9000 CENTRAL PARK WEST m SUITE 400 ATLANTA, GEORGIA 30328 4 P'H I L L 'PS A.1 A A P A R T N E R S H I P Architecture • Interior Design • Planning x g g 8" MTL. STUDS @ 16" Q.C. Fit n 11 21_ 11 ��� 1 6 3 9 W/ 1 /2 STUCCO ON 1/2" ' SHEATHING Phone.Fau 770.3 41314 770.3941616 9 V-15" 1-6" 1'-6" � 1_ 11 1/4" SLOPE MIN. 20 0 A.F.F. BLDG A 24'-$"A.F,F. BLDG B 1 1 -5—T.O. PARAPET " 711 4 _ _ 1 11 8 MTL STUD @ 1611 O.0 74 !, 4" ' „ 1 11 2 LAYERS 3/4" F.R.T PLYWOOD 11 /4" SLOPE MIN. .-icv /4 SLOPE MIN. I 24-0 A.F:F, BLDG A 2$'_$11 A.F.F. BLDG B T.O. PARAPET 24 -0 A.F.F. /4" SLOPE MIN. T.O. PARAPET 2x F.R.T WOOD BLOCKING _ 1' A BLDG 20'-0" A.F.F. -cv " 1 r1 4" SLOPE MIN. E&F BLDG 23'-4" A.F.F. 23-4 AFF 1,_5„ T.O. PARAPET T.O. PARAPET IN _ N T- r 60MILFULLYADHERED - 60 MIL. FULLY ADHERED - T1160 MIL. FULLY ADHERED 60 MIL. FULLY ADHERED r 6 MTL. STUDS @ 16 O.C. 11-5" ROOFING MEMBRANE UP ROOFING MEMBRANE OVER 1/2 1-5 ROOFING MEMBRANE OVER 1/ „ " .a ROOFING MEMBRANE OVER Y ,I EXT. GRADE PLYWOOD, W/ 1/2 STUCCO ON 1/2 60 MIL FULLY ADHERED OVER & 2 DOWN FACE OF EXT: GRADE PLYWOOD. "EXT.' GRADE PLYWOOD. i.: , SHEATHING a ROOFING MEMBRANE UP, OVER .. PARAPET 1._5.. 1 M & 2"DOWN FACE OF PARAPET 1'-511 01 X_ FRY REGLE T DRIP " „ CONSULTANT ` O 1/2" STUCCO OVER 1/2" a a 8"'MTL. STUDS @ 16" O.C. d 4 METAL STUDS @ 16 O.C. W/ 0 1/2" STUCCO OVER 1/2" SCREED (M D. 11 11 11 314. PLYWOOD AND 60 MIL n 111 „ DENSGLASS OVER 4 t,� W/ 1/2 STUCCO ON 1/2 ca 6 MTL. STUDS_@ 16 O.C. 14 DENSGLASS OVER 4 DS -875-V-875 VENTED, 60 MIL. FULLY ADHERED „ o FULLY ROOFING " 11 i METAL STUDS 16 O.C. SHEATHING W/ 1/2 STUCCO ON 1/2 METAL STUDS @ 16 O.C. TYP.) ROOFING MEMBRANE m o OVER 7/16" COVER BOARD h o z MEMBRANE. SHEATHING ' CONTINUOUS SEALANT. ON RIGID INSULATION (R-20 CONTINUOUS SEALANT 7.1 4" TIL UP CONCRETE``' 2" X F.R.T. WOOD BLOCKING 1 MIN OVER 1 1/2" STEEL I / F- STUCCO TO SLOPE WALL W/ 1/4" STUCCO ANCHORED TOTILT-UP WALL. 60 MIL. FULLY ADHERED a n' DECK: <, "` 0 ROOFING MEMBRANE <, � 4 CONT. CORAL STONE CONTINUOUS SEALANT OVER 7/16" COVER BOARD ON RIGID INSULATION (R-20 CAP VENEER -TYP. STUCCO TO SLOPE „ MIN) OVER 1 1/2 STEEL 4 CONT. CORAL STONE L60 MIL. FULLY ADHERED DECK. R MIL. FULLY ADHERED _. _ _ _. _ MEMBRANE POVER-__-—__,. „ � _L.r_ _. _... _ ... - i -- CAP VENEER TYP. ROOFING M M U , ROOFING MEMBRANE UP, .. 1$'-10.1/2" A-F.F., ' " & 2"DOWN FACE OF PARAPET ` OVER & 2"DOWN FACE OF ,s PARAPET D.B.E. 4 CONT: CORAL STONE 2x F.R.T. WOOD BLOCKING, °: 2x F.R.T. WOOD BLOCKING, 2x F.R.T.WOOD BLOCKING, - 1 � �,� CAP VENEER -TYP. � � SEAL CONT AS REQ D. ,,5 CONT AS REQ D. ND c,<. 7 60 MIL: FULLY ADHERED CONT AS REQ D. PILASTER BEYOND -� F.R.T. WOOD BLOCKING, c .. VARIES A.F.F. BLDG A 1 ROOFING MEMBRANE ..! ....._ _ �.. _.._ m�.w.. „. 60 MIL. FULLY ADHERED a r-' CONT AS REQ D. 17 10 1/2 A.F.F. BLDG 'y ROOFING MEMBRANE OVER 60 MIL: FULLY ADHERED r OVER 7/16 COVER BOARD � = � D.B_E. 7/16 COVER BOARD ON ON TAPERED RIGID ROOFING MEMBRANE I ` INSULATION R-20 MIN I, RIGID INSULATION (R-20 MIN I W; ( ) OVER 7/16 COVER BOARD OVER 1 1&1 STEEL DECK. ON RIGID INSULATION (R-20 „ 12) 1 1/2 STEEL DECK ? r ... MIN) OVER 1 1/2 STEEL n_, •'"\ _� F.R.T. WOAD BLACKING, DECK,` I r CONT AS REQ D. A BLDG VARIES A.F.F. ' - - _ 1 E$cF BLDG 16'=2 1/2" A.F.F. — 16-21/2 A.F.F D.B.E. :-.- ;., D.B.E. ,--:.i_.,.._..... ...- --- ----- ,• '•�{- •...,_::- VARIES A.F.F. BLDG A SCUPPER :.� ,��� � 1T-10 1/2"A.F.F. BLDG Brlr f D.B.E. `>..., STEEL BEAM. .- ,.:, REVISIONS a' 7-1/4 TILT -UP CONCRETE / , ,•,•- # DATE ,DESCRIPTION WALL W/ 1/4" STUCCO I ,., < STEEL BEAM. 4 J 611 MTL. STUDS 16" O.C. - r 11 %i ,I W/ 3/4 THIN BRICK00 $ X $ 7 1. VENEER ON 1/2" °4.. ;.. �' _ DOWNSPOUT �.: SHEATHING STEEL TUBES FOR j r7 :r: ., AWNING AND w STOREFRONT SUPPORT. �' THIN BRICK VENEER w THIN BRICK VENEER • .y,\ .� SEE STRUCTURAL O 5- 2"TILT-UP w • OVER 5-1/2 TILT -UP 7 . �... , OVER 1/ cn .. w / CONCRETEL SEE CONCRETE WALL, SEE- � �,;�„ WALL, W 7-1/4 TILT -UP w _„) STRUCTURAL FOR — STRUCTURAL FOR - ..:; i, 611 61, Q w CQNCRETE = a w (_. CONNECTIONS. d ` „ � CONNECTIONS... _ WALL W/ 1/4 ` STUCCO f w } ` - :Y , a \ } 7-1/4” TILT -UP PANEL. SEE' 7 „ _ STRUCTURAL FOR W 6 6 DETAILS `.. ao 11rZ FURRING.CHANNEL. @ oo " " . -' . ��"`�. co• . 24" O.C. WITH 111 RIGID � M 5/8 GYP: BOARD OVER 1 , d - 111 Z FURRING CHANNEL @ . :.;.. INSULATION (R 5 MIN) AND 5/$" GYP BOARD SEE 24" O.C. WITH RIGID TYP. REVEAL - USE 2X2 IN INSULATION (R-5 MIN), - I. A-7.1 FOR DETAIL. 8'-8" A.F.F. f...,` CONC. FORMWORK. n ., ;; WALL SCONCE This document is Phillips Partnership, PC and is 1"Z FURRING CHANNEL ? } _ 1 Z FURRING CHANNEL @ WALL SCONCE ® P P @ „ „ (CONTRACTOR OPTION AT \ considered on Instrument of service and is solely for use with 24 O.G. WITH 1 RIGID / "' _ �� respect to the project as indicated below. All rights re"med. 24" O.C. WITH 1" RIGID ''': HIDDEN LOCATIONS. This document may not be reproduced without the prior INSULATION R-5 MIN INSULATION (R-5 MIN) WALL SCONCE. SEE WALL SCONCE. SEE P p, ( � '.-� �� 'written consent of Phillips Partnership, PC. " AND 5/8 GYP BOARD SEE . , _ -;. ELECT. FOR DETAILS. AND 5/8 GYP BOARD SEE ) ELECT. FOR DETAILS. COLUMN BEYOND , / . TENANT A-7.1 FOR DETAIL. r A-7.1 FOR DETAIL. T DW SEE STRUCTURAL GS a ti - •. d - Ate"' - Y .y - " 2 LAYERS OF 5/8 GYP. �'.wi 4 y 2 LAYERS OF 5/$" GYP. N, TYP. REVEAL - USE 2X2 >- BOARD OVER METAL BOARD OVER METAL IN CONIC. FORMWORK. •\ .- -- SRUDS FRAMING., �:� SHOPS BUILDINGS SRUD$ FRAMING. �,.� , ., $EE A-7:1 FOR DETAILS. <:, , J i :} © ° 16" X 16" LOGO PLAQUE. _ � oo ;, \.,. � 16 X 16 LOGO PLAQUE; ao SEE ELEVATIONS AND { ` ± SEE ELEVATIONS AND X)CXX W.P. BALL BOULEVARD SPECS FOR DETAILS. -.�;• .: " SPECS FOR DETAILS. . 6-0" A.F.F. �I. r ; c = 5'-0" A. RIF. � B.O. LOGO :i , a B.O. LOGO " 4"CONT. T' CORAL <; ', 4" CONT. CORAL STONE 4 CONT, CORAL STONE '... I 4 CANT. CORAL STONE yI CON ORA ( �� , ' ... C V R - P CAP VENEER - TYP. ' .^.% CAP VENEER - TYP. CONTINUOUS SEALANT ` _ CAP VENEER - TYP. , ' AP ENEE TY �. PROJECT r.:,, STUCCO TO SLOPE `1 J : ° . _r': - THE, ' _ H 4" CONT. CORAL STONE - TYP. '' <,,1 CAP VENEER�". ,, .., AT SEMINOLE TC�WNE CENTER CORAL STONE VENEER IN RANDOM ASHLAR - E VENEER IN ` , H CORAL STONE VENEER IN CORAL STONE VENEER IN CORAL STONE VENEER IN CORAL STONE ATTACH TO FACE OF < RANDOM ASHLAR W/ MTL RANDOM ASHLAR - RANDOM ASHLAR W/ MTL F TILT -UP CONIC. WALL {- i RANDOM ASHLAR W/ MTL ATTACH TO FACE OF LATH OVER 46# FELT ON y2" LATH OVER 46# FELT ON Y2" , -'-.,, � LATH OVER 46# FELT ON %2" 11 11 DENSGLAS GOLD 1, N 11 DENSGLAS GOLD 1/2 EXPANSION JOINT TILT -UP CONC. WALL DENSGLAS GOLD 1/2 EXPANSION JOINT ..,, f 1/2 EXPANSION JOINT tl 1/2 EXPANSION JOI T SHEATHING. 1/2" EXPANSION JOINT PROVIDE SPLASH BLOCK MATERIAL. SHEATHING. MATERIAL. _ MATERIAL MATERIAL. SHEATHING. MATERIAL. 4" CONC. SLAB ON 6 MIL. `� a ;, "', - 4" CONC.:SLAB'ON 6 MIL. _ 4" CONIC. SLAB ON 6 MIL. ; MATERIAL 4 . @ ALL DOWNSPOUT 4" CONIC. SLAB ON 6 MIL.* c� m ' i� SANFORD, FLORIDA 1 4.. THICK POLYTHETHYLENE THICK POLYTHETHYLENE THICK POLYTHETHYLENE THICK POLYTHETHYLENE 4 CONIC. SLAB ON 6 MIL. LOCATIONS. r� VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER THICK POLYTHETHYLENE VAPOR BARRIER VAPOR BARRIER ENGINEERED ° ,, ENGINEERED a ? ENGINEERED ENGINEERED i _ . ` SUBGRADE BY SITE SUBGRADE BY SITE SUBGRADE BY SITE ENGINEERED SUBGRADE BY SITE ,., CONTRACTOR: .: CONTRACTOR. J CONTRACTOR. i SUBG DE BY SITE CONTRACTOR. CONT CTOR: ><,�0'-0" F.F.E., —; 0'-0" F.F.E. 0'-0" F.F.E: 0'-0" F.F.E.h. a' r i \ \ `\ V \ IN r ''\ 1 j *`r •/ NORTH AMERICAN PROPERTIES i /' /' / ;' i. `�`+ NORTH AMERICAN PROPERTIES ATLANTA t i `, \ \ / \ 11 \ 1080 HOLCOMB BRIDGE ROAD \ PROVIDE 8 CMU BELOW \ �' \ \ '•, \ / PROVIDE 8 CMU BELOW A /` , BUILDING 200 SUITE 150 r\;� r; D G UT T n a GRADE AN RQ % '' ,� /.,%' i �. U: /';• / ROSWELL GA 30075 CONCRETE FOOTING, -SEE' 3 /.. v 1 , , , . / r. ,, GRADE AND //` 4 . ; J ..y, ; ; % r / \ SOLID. r'''' SOLID. .; TEL 0 6 5-6566 0 643-9540 STRUCTURAL DRAWINGS ' `\.. '',\\ ` I / '' \ �,'. 1 ``, TE (77) 4 FAX (77) \.ASPHALT PAVING -SEE '�. _a \ , J. \ FOR ACTUAL SIZE AND \ / \ `i / / / \ / PHILLIPS JOB NUMBER i. / `� `;r CIVIL PLAN , ; i'` / /'' ` % /'" /' /' / ' ! i / DEPTH f i , %`, / i r - f, , / / \ ,\ /. r % / 0208616 GRADE VARIES -SEE CIVIL ISSUE DATE PLAN 05/14/04 DRAWN BY/CHECKED BY 4 3 2 WALL SECTION 1 WALL SECTION ALE/DEB 5 WALL SECTION .�. WALL. SECTION WALL SECTION "- 1 1. SCALE: 34'4.0" - SCALE: 314"=T.0" _5 SCALE: 314"=1'-0" A-5.4 SCALE: 314"=1'-0" DRAWING TITLE A-5,4 SCALE. 314 1 0 A 5.4 A 5.4 A .4 WALL SECTIONS SHEET NUMBER • RA=504 9000 CENTRAL PARK WEST ORGEGIA 30328 A.1A Z i 2'-102'• 1. 01- 3- A-7.1 33'-10" A.F.F. OL T.O. PARAPET FMb I , 14" X 24" PRE -FINISHED GA V. 1 LOUVER W/ INSECT SCREE @ 8'-0" O.C. cV I I V-0" V-0" 01 00 2,-n„ 01 v L I I 24" X 24 LOGO PLAQUE. 00 SEE ELEVATIONS AND ol SPECS FOR DETAILS. 6„ METAL STUDS @ 16" O.C. W/ 3/4" PLYWOOD AND 60 N IL FULLY ADHERED ROOFING MEMBRANE. I a 1/2" STUCCO OVER 1/2" DENSGLASS OVER 6" METAL STUDS @ 16" O.0 CONTINUOUS SEALANT. GROUT TO SLOPE 23'-4" A.F.F. OL T.O. TILT -UP + J 4" CONT. CORAL STONE CAP VENEER - TYP. j ! + PRECAST PANEL BEYOND. 41 I THIN BRICK VENEER 1 1/2" STEEL DECK OVER 5-1/2"TILT- UP CONCRETE WALL, SEE STRUCTURAL- FOR I " CONNECTIONS. , i.�!Litt i -r I. r VARIES STEEL BEAM. D.B.E. SEE STRUCTURAL. f BAR JOIST, TYP - SEE STRUCTURAL DWGS !Mti �f RECESSED DOWNLIGHT (2 PER BAY. CENTER IN BAY) 3" CONTINUOUS VENT ':�:, ; 12"X12"ACCESS PANEL BATT INSULATION (R-11 MIN.) FRY REGLET DRIP 2 LAYERS OF 5/8° GYP. _ T-7" SCREED (MOD. °? BOARD OVER METAL a DS -875-V-875 VENTED, SRUDS FRAMING. I TYP.) 5/8" GYP. BOARD OVER 1" i i j j 1,, Z FURRING CHANNEL @ 24" O.C. WITH RIGID i �� GUNTINUOUS LAP OF oo INSULATION (R-5 MIN) ! ! SEALANT. o j c CONTINUOUS ty FLASHING. I , 5/8' GYP. BOARD OVER 1„ 1„ Z FURRING CHANNEL i 0„ 24" O.C. WITH RIGID !; 4, INSULATION (R-5 MIN) I + ;ALUMINUM AWNING. ;SEE ELEVATIONS N i ;AND SPECS. II s j - + ALUMINUM STOREFRONT. 4 a ,SEE SPECSFOR zo � t ,DETAILS. I' II I it s $ILL FLASHING T' `- CORAL STONE VENEER IN RANDOM ASHLAR W/ MTL . 4" CONC. SLAB ON 6 MIL. » :: ..... _::. LATH O E GOLD LT ON Y2„ 4 THICK POLYTHETHYLENE VAPOR BARRIER SHEATHING. / 'J^: ENGINEERED SUBGRADE BY SITE., CONTRACTOR. ----\ _. --- - .... .... -.. 0-0 F.F.E. CONCRETE SIDEWALK. SEE STRUCTURAL FOR REINFORCEMENT. 1 WALL -SECTION ! ,! ' ' °�' , i ,.,, 1/2" EXPANSION JOINT MATERIAL. A-5.5 SCALE: 314"=1'-0" ,J \ CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS FOR ACTUAL COMPACTED SOIL SIZE AND DEPTH I PHILLIPS WN -11110 NN1111111111111ft P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.394.1616 F 770.3943314 CONSULTANT SEAL Vf` ; 'i REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is soler 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 SHOPS BUILDINGS XXXX W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SAINFORD, FLORIDA CLIENT . f. NOR`I7i 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 WALL SECTIONS SHEET NUMBER RA=5w5 '111 CENTRAL PARK WEST SUITE 400 GEORGIA 30328r G F G F X X - STOREFRONT SYSTEM 4'-0° 7" 2'-1" 5-1/2" TILT -UP CONC. WALL PANEL WITHIN I CORAL STONE VENEER CONTINUOUS LAP OF 4'-0 CORAL VENEER ��I BELOW, WIMTL LATH OVER FACE OF CANOPY ABOVE. 5 0 0 SIDES. -' 1 " „ WIMTL' LATH OVER 40# FELT- BRICK AS - COORD. WIELEVATIONS SEALANT N BOTH SIE . - 3-1 7 40# FELT- INSTALL PER MFRS 7" 2'-" g" INSTALL PER MFR'S1 10. REQMTS 4'-0" TYP. 2 LAYERS OF 518" TYPE'X' I REQMTS PyBD• _ - - - --- - _� _ - LFACE VARIES VARIES - - - -- - - - - - 4" MTL. STUDS 16" O.C. MAX1@ 4 BATT INSULATION (R-11 MIN.) " J WI1I2" DENSGLAS GOLD �,��;�, 4 „ ° ; , , °.� � a , CONTINUOUS LAP OF SHEATHING FACE OF CANOPY ABOVE''. OF CANOPY ABOVE. ° 4 4SEALANT ON BOTH SIDES 44 - - - X CORALSTONE VENEER I 518" GYP. BD. FULL HEIGHT WIMTL LATH OVER 40# FELT - - - INSTALL PER MFR'S: REQMTS X OVER11"T FURRING I " N CHANNEL @ 24 O G. WI RIGIC Q ° INSULATION (R-5 MIN.) „ 4 MTL: STUDS @ 16O.C. MAX 4 MTL. STUDS @ 16 O.C. MAX „ STOREFRONT SYSTEM W112' DENSGLAS GOLD !, q I W11I2 DENSGLAS GOLD 6 MTL. STUDS @ 16 O.C. MAX r N I SHEATHING N SHEATHING a' a TILT -UP CONC. COORD. � 6"..STEEL COL. SEE STRUC. DWGS.. I 4" MTL. STUDS @ 16'0,C. MAX WIELEVATIONS BATT INSULATION R-11 MIN.)BATT INSULATION (R-11 MIN.) 2 LAYERS OF 518" TYPE'X' CORAL STONE VENEER ° ( GYP. BD, WIMTL LATH OVER 40# FELT- 4' CONTINUOUS LAP OF I CONTINUOUS LAP OF INSTALL PER MFR'S, REQMTS q '' SEALANT ON BOTH SIDES SEALANT ON BOTH SIDES M _ I_ • L _ q CONTINUOUS LAP OF 101 X SEALANT 0' TYP. PILASTER R STOREFRONT 6" STEEL COL. -� SEE STRUC. DWGS, X X 6" MTL. STUDS @ 16" O.C. MAX 6" STEEL COL. SEE STRUC. DWGS. 518" GYP. BD. FULL HEIGF OVER 1" T FURRING CHANNEL@ 24" O.C. W/ I INSULATION (R-5 MIN.) 7-114" TILT -UP CONC. COORD. WIELEVATIONS. CONTROL JOINT- SEE SHEET A-7.1 FOR DE I RA 6.1 SCALE: 1"=1'-0" °7 4" MTL. STUDS @ 16" O.C. MAX 6" MTL STUDS @ 16" O.C. MAX STOREFRONT SYSTEM 2'-10° A.1 Z 2 LAYERS OF 518" TYPE'X 4"MTL. STUDS 16" O.C. MAX 7 2'-1" 6 STEEL COL. SEE STRUC. DWGS- @ GYP. BD. ' 2 LAYERS OF 5/8"TYPE 'X' I CORAL STONE VENEER I 6" STEEL COL. STOREFRONT SYSTEM GYP, BD. - I BELOW, W/MTL LATH OVER ENLARGED CANOPY FRAMING SEE STRUC. DWGS: u 40# FELT- INSTALL PER MFRS. SCALE 1"=1-0"I REQMTS I FACE OF CANOPY ABOVE- ', I 3ENLARGED CANOPY @ FRAMING 5-1/2" TILT.UP CONIC. WALL X STOREFRONT SYSTEM PANEL W/THIN BRICK AS SHOWN 2 ENLARGED CORNER fRAMING RA s.1 SCALE: 1"=1'an I-COORD, WIELEVATIONS CONTINUOUS LAP OF SCALE: "_ ° A.1 Z C . 1 1-0 CORAL STONE VENEER - RA -6.1 SEALANT ON BOTH SIDES I 4'-0 WIMTL LATH OVER 40# FELT „ I „T--C INSTALL PER MFR'S. REQMTS X I 2 LAYERS OF 51$" TYPE'X' � 3 3 9FACE OF CANOPY ABOVE. CORAL STONE VENEER 41.0"GYP. BD. BELOW WIMTLLATH,OVER " 2,,�1n I 81- 4'.0- - 11 2 2 - - 40 , 40# FELT- INSTALL PER MFR'S: ° 4" MTL: STUDS @ 16" O.C. MAX 1 1 W/112" DENSGLAS GOLD 82 3-32" CORAL STONE VENEER REQMTS SHEATHING BELOW, WIMTL LATH OVER - - - - - - - - = 40# FELT- INSTALL PER MFR'S. , BATT INSULATION (R-11 MIN. a a ° P ' q -t _ °. ° ° ° 4 BATT INSULATION (R-11 MIN.) REQMTS I �- �' -� ° . ° . ; 4 " q , . ' ; y . . _�., d d CONTINUOUS LAP OF -- - -FACE OF CANOPY ABOVE." - - - - - SEALANT ON BOTH SIDES ° E r 4 °. - I ° d Al ° t a " ° FACE OF CANOPYABOVE. CONTROL JOINT - a 6 MTL. STUDS @ 16 O,C. -- - - - - - SEE SHEET A-7.1 FOR DETAILS I n " X - STOREFRONT SYSTEM 4 CONTROL JOINT 4 SEE SHEET A-7.1 FOR DETAILS 5112" TILT -UP CONC. WALL 4" MTL. STUDS @ 16 O.C. MAX PANEL WITHIN BRICK AS SHOWN a Q ° •t I COORD. WIELEVATIONS 2 LAYERS OF 5/8" TYPE''q P X' a ° ° GYP. BD. 5112" TILT UP CONIC. WALL ° PANEL W/THIN.BRICK AS SHOWP _ ,q. _ GOORD: WIELEVATIONS BATT INSULATION (R-11 MIN.) N 4 t - ' � CONTINUOUS LAP OF .. ' I ° .4 : a - TYP. FRAMED PILASTER STOREFRONT SEALANT ON BOTH SIDES ° I P+`� 1 ° BATT INSULATION (R-11 MIN.) rr SCALE: V=1.-0" n 100 - ° q 6" STEEL COL ° a ;.I P CONTINUOUS LAP OF SEE STRUC. DWGS, b; SEALANT ON BOTH SIDES _ - _ 101 p. X L �, Q 5/8" GYP. BD. FULL HEIGHT OVER 1 a . 2'-11 89 STOREFRONT SYSTEM 2 ' • ° ' ° 'Z' FURRING CHANNEL @ 24" O.C.OCWI ° I b . I X - 6" MTL. STUDS @ 16" O.C. MAX i... ° : q ° RIGID INSULATION (R-5 MIN.) A, q 4 p CONTINUOUS,LAP OF STOREFRONT SYSTEM 2 LAYERS OF 518" TYPE W ' q SEALANT ON BOTH IDES D 6" STEEL COLS SEE STRUC. 6" MTL. STUDS @ 16" O.C. MAX GYP. B. _ 7-1/4" TILT -UP CONIC. I° b CONTROL JOINT - CONTIN000S LAP OF DWGS, 2 LAYERS OF 518" TYPE'X' 6 STEEL COL. SEE STRUC. __ I - " COORD. WIELEVATIONS ° '. ° SEE SHEET A-7.1 FO DETAILS SEALANT ON BOTH SIDES GYP. BD. DWGS, 2'-12' $2" 4. p.4 p A p I I 6 CORAL STONE VENEER TYP TILT. -UP PILASTER @ STOREFRONT WIMTL LATH OVER 40# FELT RA 6.1 SCALE: 114-0" 7 TILT -UP PILASTER STOREFRONT $ TILT -UP PILASTER STOREFRONT NSTALL PER MFR'S. REQMTS 1 SCALE: 1"=1' 0 - SCALE: 1"=1'-0" ^ A RA -0. X RA-fi.1 4" MTL. STUDS @ 16 O.C. MAX W/1/2"DENSGLAS GOLD 4 STOREFRONT SYSTEM SHEATHING CONTINUOUS LAP OF SEALANT 8z" I CORAL STONE VENEER CONTINUOUS LAP OF 51^ CORAL STONE VENEER', p b CONTROL JOINT- BELOW, WIMTL LATH OVER - CONTINUOUS LAP OF 2 1SEALANT ON BOTH SIDES BELOW, WIMTL LATH OVER SEE SHEET A-7.1 FOR DETAILS 51n 40# FELT- INSTALL PER MFRS. SEALANT. ° 40# FELT INSTALL PER MFR'S.REQMTS n 518" GYP. BD. FULL HEIGHT OVER 1" REQMTS ADJACENT TENANT TILT -UP 6 MTL. STUDS @ 16 O.C. „ °� p WALL 51/2" TILT UP CONIC. WALL o . Z FURRING CHANNEL 24 O.C. W/ " ° ` > CORAL STONE VENEER - PANEL BRICK SHOWN 5/8 TYPE'X GYP. BD. - RIGID INSULATION R-5 MIN. � 5-112,TILT-UP CONIC, WALL -- ( ) ° ' - � � . � BELOW WIMTL LATH OVER o PANEL W/THIN BRICK AS SHOWN P G ° a ° - COORp. WIELEVATIONS BATT INSULATION R-11 MIN. 4 FELT- IN TALL PER MFR' „ � - COORD. W/ELEVATIONS p p , ' ° 4 p. ; .p. ,° . a . '; ° p . � ' . 4 4 � , 7-114 TILT -UP CONC, , . a p ° ° . 4 R QM'TS S S COORD. WIELEVATIONS ° ; +_- p' 5-1/2" TILT -UP CONIC. WALL i.r _ _� PANEL WITHIN BRICK AS SHOWN CONTROL JOINT - a p.4 E A- ° ° - COORD. WIELEVATIONS SE SHEET. 71 FOR 4 - 71/4" TILT UP CONIC. COORD. WIELEVATIONS 518" GYP. BD. FULL HEIGHT e 4 OVER 1" T F RRIN 4' M CHANNEL @ 24" O.C. WI RIGID p< 1 J 4 INSULATION (R-5 MIN.) 6"STEEL COL 4 p.. 4 c. b SEE STRUC. DWGS, ° a Q 6" STEEL COL, SEE STRUC. A, DWGS. - `" 1 T I � ) 4' 1"Z FURRING CHANNEL W/ 5/8" GYP. BD. FULL HEIGHT �� p 4 BATT INSULATION (R-11 MIN.) C �- CONTROL JOINT. SEE A-7.1 FOR ADJACENT TENANT TILT -UP ° 4. WALL DETAILS. ADJACENT TENANT TILT -UP " FRAMED PILASTER OVER TILT -UP WALL- WALL 5/$" TYPE'X' GYP: BD, SCALE: C RA -6.1 ° : p Op .9� �•♦ Q ��� a4 p� 0 p t1. ° °°: .. ° q a ° ° 4 L1 n c . .4p 4 p pQ 4 POF 6 MTL.. STUDS @ 16 O.C. CONTINUOUS LAP' --- EALANT ALANTON BOTH SIDES 81" SE CONTINUOUS LAP OF S STOREF ,j RONT SYSTEM I I J� 12 TYP. TILT -UP PILASTER ADJ. TENANT TYP. TI -UP PILASTER ADJ, TENANT TYP. TILT -UP PILASTER ADJ. TENANT SCALE: 1"=1'-0" R6 SCALE: 1"=1'-0" RA -6.1 SCALE: 1"=1'-0" \ X X X X CONTROL JOINT A a CORAL STONE VENEER 4'-u' I SEE SHEET A-7.1 FOR DETAILS p d BELOW, WIMTL LATH OVER n 2'-1021" 812" - CORAL STONE VENEER 40# FELT- INSTALL PER MFR'S. 5 4'-0" W/MTL LATH OVER 40# FELT - ADJACENT TENANT TILT -UP a o ` '' REQMTS n I 1010 INSTALL PER MFR'S, REQM'TS WALL 4 CORAL STONE VENEER -- -- - - - - - - - - 1-3 21-511 p ° BELOW, WIMTL LATH OVER 4 p FACE OF CANOPY ABOVE. G , ; • o P 40# FELT- INSTALL PER MFR'S. 4 REQMTS X T-�N ° : y q. ° -��., - - - - - - - - - - - 4, 04 o • ; - FACE OF CANOPY ABOVE.J 4" MTL @ 16" O.C. CONTINUOUS LAP OF SEALANT. I ".STUDS MAX 1300 _ _ .a. '�' - CONTROL JOINT - 4 a : - - - - � W/112 DENSGLAS GOLD c�i�r � X BATT INSULATION (R-1-1 MIN,) 4 chi a n u I SHEATHING 4 MTL. STUDS @ 16 O.C. MAX SEE SHEET FOR. DETAILS ( ( W/112" DENSGLAS GOLD CONTINUOUS LAP OF 7-114" TILT -UP GONG. SHEATHING GOORD. W/ELEVATIONS 5112", TILT UR CONIC. WALL PANEL WITHIN BRICK AS SHOWN CORAL STONE VENEER 5.112" TILT -UP CONIC. WALL °' �X SEALANT ON BOTH SIDES 1"'Z FURRING CHANNEL WI ° - COORD. W/ELEVATIONS BELOW WIMTL LATH OVER - - - - - - - -- PANEL W/THIN BRICK AS SHOWN- - COORD. W/ELEVATIONS 518 GYP. BD FULL HEIGHT 40# FELT -INSTALL PER MFRS: 4- �.. ti. o REQMTS 6" STEELCOL. 4 a \ r �- n STOREFRONT ¢, FACE OF CANOPY ABO 6 STEEL COL. SEE STRUC. DWGS. SYSTEM SEE STRUC. DWGS: BATT INSULATION (R-11 MIN.) -' ° 6" STEEL COL. SEE STRUC. DWGS. - CONTINUOUS LAP OF SI q' " 4" MTL. STUDS @ 16" O.C. MAX `) \ CONTINUOUS LAP OF 6 MTL. STUDS @ 16 O.C. MAX BATT INSULATION (R-11 MIN.) r11 A CONTINUOUS LAP OF SEALANT ON 2" STOREFRONT SYSTEM X SEALANT ON BOTH SIDES' 4 2 LAYERS OF 518" TYPE W f�J ` BOTH SIDES. / i ° GYP. BD. A I 11 518" TYPE'X' GYP. BD.: ° 6" MTL. STUDS @ 16" O.C. n ° TILT -UP CONE COORD. 518" GYP. BD. FULL HEIGHT 5"e 01 _ ° ° , °' 4 ° `r' BATT INSULATION (R-11 MIN.) 2 LAYERS OF 518 GYP: I STOREFRONT SYSTEM CONTINUOUS LAP OF\ W/ELEVATIONS OVER 1" 'Z' FURRING ° FULL HEIGHT WOOD BLOCKING 2" X- - WINDOW 5 SILL BELOW. SEALANT ON BOTH SIDES CHANNEL @ 24 O.C. RIGID - -- INSULATION (R-5 MIN:) 2'-102" 82' STOREFRONT SYSTEM \ 2 LAYERS OF 518" GYP. BD. n FULL HEIGHT A.1 A 6" STEEL COL, SEE STRUC. i DWGS. I CONTINUOUS LAP OF SEALANT ON BOTH SIDES 13 SHOPS C&D CORNER 14 Y T P. PILASTER TILT -UP W/ COLUMN 15 TYP. TILT -UP PILASTER STOREFRONT 1s TYP. FRAMED PILASTER STOREFRONT RA -6:1 SCALE:. 1"=1'•0" RA -6.1 SCALE' 11'=11-0" " RA -0.1 SCALE. 111=11-011 RA -6.1 SCALE. 1"=I' -Ow I'I - P'HI,LLIPS, P A R T N E R S H I P Architecture - Interior Design ■Planning Phone 7713.394 3616 Pax 77®.394 3314 CONSULTANT SEAL r � REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with ree=to the project os indicated below. All rights reserved. This document may not be reproduced without the prior written Consent of Phillipa Partnership, PC. TENANT SHOP'S BUILDINGS XXXX W.P. ,BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPE> TIES 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 SHEET NUMBER RA=6nl 9100 CENTRAL PARK WEST ■ SUITE 400 ATLANTA, GEORGIA 30328 18"W x 30"H (21cs) MIRROR CENTERED ABOVE LAVATORY -STAINLESS ZX 4`ACOUSTICAL LAY -IN STEEL FRAME CEILING 2'X 4' ACOUSTICAL LAY -IN = - CEILING EXHAUST FAN VENTED 18"W x 30 H (21cs) MIRROR TO EXTERIOR WALL CENTERED ABOVE LAVATORY- STAINLESS STEEL FRAME 1,_6,, 42" GRAB BAR e BAR GRABbo N cv a• I C4 L x I TOILET PAPER12'' X 12"ACCESS LAVATORY 1'_6L DISPENSER PANEL CLEARANCE 4"VINYL BASE RESTROOM ELEV.-SIDEWALL 7 RESTROOM ELEV. -PLUMBING WALL $ RESTROOM ELEV. S.IDEWALL / 1 SCALE: I„=1'-0„ RA - 7,1 SCALE: 1"=1'-0" RA -7.1 SCALE: I"=1'-0" (Z()F DOOR CQF DOOR - Ilk I,- 540 HELVETICA MEDIUM SLOPE WHITE VINYL ADHESIVE LETTERS 4" HIGH 540 (4 0 0 I WHITE BOX CONSTRUCTION CRITERIA TYPICAL CHASE WALL SUBJECT TO MINOR REVISION, PLEASE REFER TO LANDLORD'S DRAWINGS) " MOISTURE RESISTANT RESTROOM NOTES: ( 112 SHELL CONSTRUCTION CRITERIA GYP. BD. ON 7/8" MTL FURRING CHANNELS TO 6" ABOVE 1. ALL TOILET. FIXTURES AND MOUNTING HEIGHTS SHALL i FINISHED CEILING COMPLY WITH LOCAL HANDICAP CODES AND ADA. 5 2. USE SAME LAVATORY SPACING & TOILET SPACING FOR GENERAL CONSTRUCTION 3$ 71-0" RESTROOMS WITH DIFFERENT CONFIGURATIONS. 1, CONCRETE FLOOR SLAB 3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS, MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD; FL I 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL SHELL CONSTRUCTION CRITERIA - ALTERNATE BID { BE INSULATED TO PROTECT AGAINST CONTACT, THERE 02/03/04 - SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER GENERAL CONSTRUCTION LAVATORIES. 1.CONCRETE FLOOR SLAB REFER TO DOOR SCHEDULE- / 5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF A) 4 4;000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER FOR TYPICAL DOOR & HARDWAF, /10 \ E0 TURN DOWN SLAB AT. FRONT WALL _ _ \ I 12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK � SHEET RA 7. .-Icv I UNFILLED EXPANSION CONTROL JOINTS ` WHERE REQUIRED" UNSEALED, EXPOSED CONCRETE (BROOM CLEAN) LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED- 2. CONCRETE SIDEWALKDRINKING FOUNTAIN- . --_.-._ �+ SCHEDULE A) 4 4,000 PSI CONCRETE SEE PLUMBING DRAWINGS o FINISHES�7 C1 J IE:C ULE NO WIRE MESH _ D TOOLED JOINTS WITH 2" TROWEL GRAB BARS TO MEET N ADA AND HANDICAPo u 3, CONCRETE TILT PANEL EXTERIOR WALLS (REAR AND SIDE WALLS OF 0�1 BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR I HE SHELL SPACES. CODES - . STOREFRONT B1 \0 a 1 B1 4 BI B1 B) ONE SINGLE DOOR UNLESS NOTED OTHERVVISE ON THE LANDLORD'S I I c -N \ 1 DRAVVINGS) m 1 I BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE co ANIDLORD'S DRAWINGS 9'- 0 HIGH W/A 2-0 TRANSOM AT10-0 AFF, ORAS NOTED 112 a " MOISTURE RESISTANT DOUBLE STOREFRONT DOORS, ONLYAS NOTED (SEE (LANDLORD'S DRAWINGS) g STOREFRONTDOORWITH STANDARD HARDWARE AN ICT CLOSURE. LOCK GYP, BD. EACH SIDE OF 3-5/8' SIN CYLINDER TO BE KEYABLE TO REAR DOOR. METAL STUDFRAMING -' B1 KEYED FOR MASTER KEY TO FRONT AND REAR DOOR B1 5. REAR DOORS LAVATORY W/ 18" x 36" C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE WALL HUNG MIRROR, TTP LANDLORD'S DRAVVINGS. TX 7' H.M. DOOR AND FRAME, DRIP AND WEATHER-STRIP TYPICAL DEMISING WALL STANDARD HARDWARE (PEER 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 NOTE: DIMENSIONS ARE STOREFRONT. PROVIDE PAPER HOLDER � D) TAPED AND PAINT READY TO 10-6, ,, 12-6,, AFF& MIRROR FOR EACH _ TO FACE OF STUD U,N,O E) INSULATED WITH 3-1/2 BATT INSULATION. E ,TOILET ROOM ROOFING AND SHEET METAL 1. 60 MIL TPO SINGLE -PLY, WITH 60 MIL VERTICALFLASHING AND R-15 RIGID INSULATION, OR PER CODE. ENLARGED RESTROOM PLAN 2. GUTTER AND DOWNSPOUTS -FIELD PAINTED, GALVANIZED (UNLESS NOTED I RA81 SCALE• ,,4- n - OTHERWISE IN THE LANDLORDS DRAVVINGS). - PLUMBING/FIRE PROTECTION " v (D F) SPRINKLER SYSTEM, COMPLETE PER CODE AND NFPA REQUIREMENTS FOR UUMVjI tK L-UUAI IVH ALL REAR DOORS.) W/ 6'-0" H. SCREEN WALL U0 "SHELL". G SPRINKLER HEADS TURNED TO AN UPRIGHT POSITION H) FIRE RISERS WILL BE PROVIDED AT A LOCATION VVITHIN ONE SPACE FOR EACH BUILDING. Ll, -0„ 1) SPRINKLER DESIGN/DISTRIBUTION TO BE COMPLETED BY THE SPRINKLER SUBCONTRACTOR, SUPPLY LINES SHOULD BE LOCATEID WITHIN THE ST 2 STRUCTURAL JOISTS, EXCEPT AREAS WHERE THE STRUCTURAL DESIGN CAN NOT ACCOMMODATE THE SPRINKLER LINES. I . HVAC MV -1 1. ROOFTOP, GAS-FIRED UNITS WITH CURBS APPROXIMATELY 1 -TON PER 380 i { 3 TYP. CEILING PROFILE DOOR DETAIL 5 FRONT DOOR DETAIL SF FOR 90% OF THE SHOP SPACE (MAXIMUM SIZE PERI UNIT- 6.25 -TONS). RA 7,1 SCALE: N.T.S. 4 REAR -CONTROL WIRING DROPPED INTO THE SPACE, b RA71 RA71 FINISH SCHEDULE PROVIDED 6Y KEY MATERIAL MANUFACTURER SPECIFICATIONS DOOR W-1 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT REMARKS U-2 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT PROVIDED BY INSTALL SIZE (W x H x T) MATERIAL MATERIAL = CC -1 UNSEALED CONCRETE BROOM CLEAN c, OWN L,K, G.C, T-0" X 7'-0,, TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. ACT -1 CEILING TILE/GRID ARMSTRONG MINA BOARD CORTEGA 2x4 CEILING TILE / 7300 SERIES: WHITE MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 08-1 < EXPOSED STRUCTURE NO FINISH STORE FRONT 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. PHILL.IP'S P R T N E R S H I P Architecture • Interior Design • Planning Phom 770.3941616 FAX 770.3941314 SCALE: 1=1-0 SCALE. _�-0 2. GAS LINES ARE TO BE INSTALLED OUTSIDE OF THE SHOPS, THE LINES WILL - _ HARDWARE SCHEDULE BE SIZED TO SERVICE THE RTU UNITS, ONLY. THE LINES WILL BE INSTALLED1( II FROM THE GAS METER LOCATION TO THE RTU UNITS'(S), THE GAS LINES ARE 1......-.w ..._..__ _�W�NOT EXTENDED INTO THE SPACE ORSIZED TO ACCOMMODATE TENANT ITEMS. ELECTRICAL -. __..._._ _ 1. CONDUIT FROM DISCONNECT FOR ELECTRICALE D OR F SERVICE STUBBED 6„ ABOVE FINISH FLOOR (CAPPED), ADJACENT TO RR O I'OR FUTURE PANEL, LOCATION SIZED FOR 200 AMP SERVICE OR GREATER ((SEE LANDLORD'S i 0 TYP • D U M P ST E R SCREEN DRAVVINGS). 2. CONDUIT& PULL STRING FROM ANTICIPATED PANEL LOCATION TO EXTERIOR R 7.1 SCALE; N.T.S. 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, 4a'G' STUBBED 6" ABOVE FINISHED FLOOR. SEE FLOOR PLAN MARKETPLACE AT TOWNE CENTER SHOPPING CENTER ..GENERAL CONSTRUCTION SANFORD,FL I. CONCRETE FLOOR SLAB - SAME AS SHELL; HOWEVER, LAST 15 OF SLAB POURED BY WHITE BOX CONSTRUCTION CRITERIA -ALTERNATE BID ..LANDLAND. 02103/04 GENERAL CONSTRUCTION 2. DEMISING WALLS MARK PROVIDED 6Y INSTALL D��CF DOOR FRAME REMARKS PROVIDED BY INSTALL SIZE (W x H x T) MATERIAL MATERIAL TOREOSH- MARK c, OWN L,K, G.C, T-0" X 7'-0,, TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. O MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. STORE FRONT ENTRY LOCK. REKEY AS REQUIRED BY TENANT. ( (SHELL SCOPE) 2 ✓ ✓ IF NEW IS'REQUIRED, PROVIDE: ~ / 3-0" X 7-0" 2 I TEMPERED GLASS, ALUM. LU USED AT MAIN ENTRANCE ONLY. MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. STORE FRONT (SHELL SCOPE) 3 a 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. 4 a /HOLLOW v 7!-U' CORE HOLLOW METAL USED AT RESTROOM AND v1 V/ �/ 3:-0"x WOOD TO BE PAINTED OFFICE.: 4 O V V/3 0 X 7 0 HOLLOW CORE METAL TO BE HOLLOW METAL ALUM USED AT BACK OF THE STORE ONLY, PAINTED TO BE PAINTED (SHELL SCOPE) SCALE: 1=1-0 SCALE. _�-0 2. GAS LINES ARE TO BE INSTALLED OUTSIDE OF THE SHOPS, THE LINES WILL - _ HARDWARE SCHEDULE BE SIZED TO SERVICE THE RTU UNITS, ONLY. THE LINES WILL BE INSTALLED1( II FROM THE GAS METER LOCATION TO THE RTU UNITS'(S), THE GAS LINES ARE 1......-.w ..._..__ _�W�NOT EXTENDED INTO THE SPACE ORSIZED TO ACCOMMODATE TENANT ITEMS. ELECTRICAL -. __..._._ _ 1. CONDUIT FROM DISCONNECT FOR ELECTRICALE D OR F SERVICE STUBBED 6„ ABOVE FINISH FLOOR (CAPPED), ADJACENT TO RR O I'OR FUTURE PANEL, LOCATION SIZED FOR 200 AMP SERVICE OR GREATER ((SEE LANDLORD'S i 0 TYP • D U M P ST E R SCREEN DRAVVINGS). 2. CONDUIT& PULL STRING FROM ANTICIPATED PANEL LOCATION TO EXTERIOR R 7.1 SCALE; N.T.S. 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, 4a'G' STUBBED 6" ABOVE FINISHED FLOOR. SEE FLOOR PLAN MARKETPLACE AT TOWNE CENTER SHOPPING CENTER ..GENERAL CONSTRUCTION SANFORD,FL I. CONCRETE FLOOR SLAB - SAME AS SHELL; HOWEVER, LAST 15 OF SLAB POURED BY WHITE BOX CONSTRUCTION CRITERIA -ALTERNATE BID ..LANDLAND. 02103/04 GENERAL CONSTRUCTION 2. DEMISING WALLS MARK PROVIDED 6Y INSTALL D��CF IPTION OWNR L.K._ G.C. ENTRY LOCK. REKEY AS REQUIRED BY TENANT.-- 1 a V ✓ IF NEWTS 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. v/ v/ 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. 4 a PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT v1 V/ INTER LOC INTERIOR, KSET W/ ADA LEVERJ-1 I SEAL I PROVIDEA2•-o•xr-o' 1, DEMISING WALLS - PLYwooOTELEPHONEBCAI<6q A) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED WITH 3-518", 3141 THICK I'll T' GONDulTro J ONE-HOUR RATED PARTITION EXTENDED TO DECKABOVE, CONSTRUCTED " " „ li EXTERIOR TELEPHONE CABIN ET ) _ 25 GAUGE METAL STUDS AT 16 O.C• WITH 51$ TYPE X (FIRE CODE) GYPSUM BOARD (ON - - WITH 3-5/8", 18 25 GAUGE METAL STUDS AT 16" O,C. WITH 5J8" TYPE X (FIRE CONSTRUCTION NOTES: Ir ,I TENANTS SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE, TAPE, SANDED AND PAINT 13 4 I CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO „ READY TO 106, ABOVE FINISHED FLOOR (AFF). 1, DIMENSIONS ON FLOOR PLANS ARE FINISH WALL SURFACE TO FINISH WALL SURFACE. DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12i-6 106: ABOVE FINISHED _-- FLOOR (AFF): " " „ 4'-8 „ B 3 - 5/8',25 GAUGE METAL STUDS Y2 GYPSUM FIRE TAPED TO DECK ABOVE TAPED ' 3-4 3-4 - �i 1/2" D TO DECK ABOVE - ) 2: VERTICAL DIMENSIONS AND NUMERICAL ELEVATIONS ARE TO THE FINISH SURFACE 3 5/S , 25 GAUGE METAL STUDS, GYPSUM, FIRE TAPE CLP: AND PAINT READY T010'6" AFF ON WALLS ADJACENT TO ANCHOR TENANTS, v TAPED AND PAINT READY TO 12'-6" AFF ON EXTERIOR WALL AND WALLS ADJACENT TO ANCHOR TENANTS. 3, METAL STUD PARTITIONS SHALL HAVE REINFORCEMENT FOR ATTACHMENT OF WALL MOUNTED ITEMS AS REQUIRED, , „ AND SHALL BE BRACED TO STRUCTURE ABOVE FOR HEAVY ITEMS AS REQUIRED FOR SUPPORT. IF WATER HEATER IS _ 6", -25 GAUGE METAL STUDS, /2 GYPSUM; FIRE TAPED TO DECK ABOVE. PAINT ' 3. REAR WALL SCHEDULED TO BE INSTALLED OFF THE FLOOR, WALLS TO HAVE 16" STUD ON CENTER TO ACCOMMODATE THE WATER EP 4 I 4 EP { ��--I I � READY TO 12 -6' , I 3� i HEATER WALL MOUNTING KIT. 3 ❑a OD / �_�./ I I I � 2. REAR WALL:' A) UNPAINTEDIEXPOSED CMU. a / EwAusTF a " PROVIDE 5/8" TYPE "X" GREEN BOARD AT WET LOCATIONS, PP s-6} LOCK -O POSED CONCRETETI LT -UP PANELS W R-13 BATT INSULATION B CMU WALLS IN RESTROOMS WILL BE COVERED WITH IR -13 BATT INSULATION AND 112 R - Lt=k i A) UNPAINTED( EX )oEwcE ACUUUTI ,, BARD N - " METAL ST DS PAINT READY TO 8"6"AFF.- - - - - - - �c�asnc� - - AND /z GYP. BOARD ON 3 - 5/S METAL STUDS, PAINT READY TO 12-6 AFF (FIRE . WATER RESISTANT GYPSUM 0 0 3 51$ U z I \ C_ LAY4NCEILINGTILE 4. DIMENSIONS MARKED CLEAR INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTAINED: F TAPED TO DECK ABOVE). B TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WTH WITH R-13 4. ACOUSTICAL CEILING P ) 5. CONTRACTOR TO PROVIDE DOORS, FRAME STOPS, MUTES, AND BUTTS THROUGHOUT FORA COMPLETE wrlsidered on Instrument of Service and is coley for use with - ---- OPoN(INOFgMTNN L , " n - re32ect to the..praject a5 indicatad bebW. All right:. reserved- o SEE PL",�, I a o RP -1 BATT INSULATION AND /x WATER 5/8 MOISTURE RESISTANT GYPSUM BOARD \ A 2'0"X4'0" STANDARD GRID SYSTEM WITH 518" NON -DIRECTIONAL FISSURED FIBERGLASS INSTALLATION. This document may not be reproduced without the prior / - Q S" M TAL HAT CHANNELS WITH MINIMUM R-13 RIGID INSULATION,`PAINT ) „ written consent of PhIIIPs Partnership, PC. / RETURNAIRDu P• 1 N 7/ ECEILING PANELS AT 10' AFF EXCEPT RESTROOMS WHICH WOULD BE 80 AFF). �". READY TO 8"13" AFF. ( } �» � / r\ P 6. REFER TO ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. TENANT. a / �� \/ 3 \ U GFI \ / 3. ACOUSTICAL CEILING s1 A 2'0"X4'0" STANDARD GRID SYSTEM, WITH 518" NON -DIRECTIONAL FISSURED, 6. TOILET ROOMS I EMERGENCY LIGHT ) I 7. REFER TO FINISHES AND MILLWORK PLANS FOR ADDITIONAL SPECIFICATIONS, TT POWER '- '- A 3'0"X6'8" PREHUNG HOLLOW CORE UNIT WITH LEVER HANDLE HARDWARE PRIMER PAINT . LAYATORv ,a D.C. � FIBERGLASS CEILING PANELS AT 12 0 AFF TYPICAL AND 8 0 AFF AT ) ( ) w/ LL ". ALTERNATE WALLS - FLOOR, -BROOM CLEANED. \\II '/ B UNSEALED EXPOSED8. TOILET ACCESSORIES TO BE BOBRICK OR EQUAL. 7 WALLHGNG _ `�' RESTROOM• ) .MIRROR, TYP - - - - - BL B LANDLORD TO INSTALL "CUT" CEILING TILES ONLY; ALL FULL 2X4 CEILING.. C) WALL HUNG 18"X30" MIRRORS, WALL MOUNTED.(HEIGHT PER CODE), ABOVE LAVATORY. . �\ D ONE TOILET PAPER HOLDER MOUNTED 1'5" TO 1'7' AFF PER TOILET. JOIST REINFORCI N�- 24 x48 TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION.) SEE 9TRUCTJR1 - RETURN AIR P " P PATCHING IN A NEATANDWORKMANLIKE MANNER. REPAIR ANY EXISTING FINISHES SHOPS - GRILLE 4. TOILET ROOMS E) GRAB BARS PER CODE, 9, PERFORM CUTTING AND W D - Iii � ucr DISTURBED R DAMAGED DURING THE COURSE OF WORK TO MATCH EXISTING IN KIND AND.FINISH. CUTTING AND SEE STRucruRAL DRAWING$ " F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF REQUIRED PER 0 TOHvncuw A} 3 0 X6 a PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH FORRrusuPPo CORE DRILLING SHALL BE DONE OUTSIDE OF NORMAL BUSINESS HOURS TO AVOID DISTURBANCE EXISTING BUILDING - - - -- - - - - ----- - - - - - _ - - - - -- LEVER HANDLE HARDWARE PRIMER PAINT), I CODE. THE ROOFTOP � TENANTS. COORDINATE WORK SCHEDULE WITH BUILDING MANAGER. STRUCTURAL CUTS MAY BEMADEWITH H 00 - B UNSEALED EXPOSED CONCRETE FLOOR BROOM CLEANED, G} QUANTITY OF RESTROOMS/FIXTURES, AS INDICATED ON LANDLORDS DRAWINGS. CONDENSATE RDLrrE ) , _ XXXX W.P. BALL BOULEVARD cONOENSATE ---- „ „ „ I H)TAN K -TYPE STANDARD COMMODES. APPROVAL OFTHE -BUILDING MANAGER AND/OR HIS DESIGNATED STRUCTURAL ENGINEER. AS REQUIRED C) WALL HUNG 18"X36" 30 MIRRORS, WALL" MOUNTED'(HEIGHT PER CODE), DYCOOE 1) WALL HUNG LAVATORIES WITH HARDWARE. ABOVE LAVATORY. 10. IF EXISTING FIREPROOFING OR FIRE ASSEMBLIES ARE DAMAGED DURING CONSTRUCTIONS, THEY SHALL BE I �, TO 1 „ � > � D) ONE TOILET PAPER HOLDER MOUNTED 1 5 7 AFF PER TOILET.J) ONE EXHAUST FAN( PER RESTROOM. : E GRAB BARS PER CODE. K) ONE LIGHT SWITCH PER RESTROOM. RESTORED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS; IF L) ONE WALL MOUNTED 100 -WATT FIXTURE. THE, .. r 11. VERIFY THAT CONSTRUCTION OF EXISTING WALLS, FLOORS AND OPENINGS VVITHIN THE PROJECT SCOPE MEET THE I REQUIRED PER CODE. PROJECT _ FIRE PROTECTION RAT]NG DESIGNATED ON THESE DRAWINGS, MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY R G) QUANTITY OFESTROOMS/FIXTURES AS INDICATED ON LANDLORDS NOTE, ENLARGED RESTROOM DETAILS AND DRAWINGS ARE TO BRING SAID WALLS, FLOORS, DOORS, DUCT PENETRATIONS, ETC. UP TO DESIGNATED RATING. DRAVVINGS. PROVIDED FOR GENERAL INFORMATION ONLY. ACTUAL RESTROOM - SI BLE WATER CLOSETS. G AS SHOWN ON THE FLOOR PLANS FOR YOUR - HjTANK-TYPE HANDICAP ACCESSIBLE CONFIGURATIONS - I) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE SPACE. 12.`DONOT SCALE DRAWINGS, IF DRAWINGS ARE IN QUESTIONS, OBTAIN CLARIFICATION FROM ARCHITECT PRIOR TO THE MARKETPLACE� I : CONTINUING CONSTRUCTION. STRAINER AND INSULATED PIPE GUARDS _ x AT SEMINOLE TOWNE CENTER - _ __ _ _ _ _ _ _ _ _ _ J) ONE EXHAUST FAN, PER RESTROOM. �+ O PLUMBING/FIRE PROTECTION 13. WORK SHALL COMPLY WITH THE A.D.A. REQUIREMENTS. CONSULT ARCHITECT IF MOUNTING HEIGHTS AND ° STEELCOLUMN.TYP•- 2 a I h K) ONE LIGHT SWITCH PER RESTROOM. I CLEARANCES ARE IN DOVE}T. SEE$TRUCTU DUPLEX RECEPTACLE P P L) ONE WALL MOUNTED FLUORESCENT. FIXTURE. LANDLORD'S d @20�-WO.O:MAx 1. WALL HUNG ELECTRIC FOUNTAINS (AS INDICATED ,IN CONTROL alNrs STAGGER LOCATIONS NOTE: ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR TYP. ALONGCAC OLUM14 WIADJENr DRAWINGS AND/OR ..REQUIRED BY CODE FOR STANDARD RETAIL USE:} LINE6 AND�20'-0.O.G,. _ GENERAL -INFORMATION ONLY. ACTUAL SHOWN AREAS - MAX.EA WAY -- SHOWN ON THE FLOOR PLANS FOR YOUR SPACE. - 2, MOP SINK PROVIDED, WHERE REQUIRED BY CODE, 14. ALL TELEPHONE AND COMMUNICATIONS WIRING WHETHER IN THIS CONTRACT OR UNDER SEPARATE CONTRACT PLUMRINGJFIREPROTECTION , . 0 . sL MUST AIR PLENUM APPROVED OR IN CONDUIT. iF AUTOMATIC SPRINKLER SYSTEM IS EXISTING MODIFICATIONS' 4 NCRETEFLO REINFORCED 1 WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED IN LANDLORD'S SEESTRTEFLOORSLAB HVAC AND DOCUMENTATION FOR OBTAINING PERMITS IS RESPONSIBILITY OF THE CONTRACTOR, SANFOR®, FLORI®A sEEsrRucTu7-FLEXIBLEDucr, DRAWINGS AND/QR REQUIRED BY CODE FOR STANDARD RETAIL USE,) IT MAX, Q'-o"LONG I 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UN (S) 2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE, ', DIFFUSERS - ANON-DIRECTIONAL15. ADJUST LOCATION OF SPRINKLER HEADS AND DROPS TO ACCOMMODATE PARTITIONS AND CEILING SYSTEM,. AS CLIENT METAL SUPPLY DUCT ' EGRESS NIGHT LIOHTIN HVAC AC WITH INSULATION -- ON EXITLIGHT CIRCUIT _ B) ONE RETURN AIR GRILL;. PER RTU TYPICAL 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S). REQUIRED BYCQDEPROVIDE "ARM OVERS" FROM THE EXISTING BRANCH OUTLETS TO THE NEW SPRINKLER HEADS. B A) NON -DIRECTIONAL DIFFUSERS . C) REFER TO LANDLORDS DRWINGS FOR STANDARD DUCTWORK DISTRIBUTION. " ALL SPRINKLER WORK SHALL COMPLY WITH NFPA 13, CONTRACTOR TO REPLACE ALL MISSING ESCUTCHEON PLATES. I I P B) ONE RETURN AIR GRILL, PER RTU NEW PLATES TO MATCH EXISTING. C REFER TO LANDLORD'S DRWI NGS FOR STANDARD DUCTWORK " 2. PROVIDE A STANDARD HEATICOOL THERMOSTAT MOUNTED 5'0" AFF IN RETAIL SPACE. DISTRIBUTION.16. MISCELLANEOUS HVAC AND PLUMBING WORK NOT SPECIFICALLY NOTED ON THE DRAVVINGS SHALL COMPLY VVITH ELECTRICAL S 51 24'X24"SUPPLY AIR 2. PROVIDE A STANDARD`HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN THE APPLICABLE FEDERAL, STATE AND LOCAL CODES. -. DIFFUSER, TYPICAL W I RETAIL SPACE. 1. PANEL AND SERVICE TO BE 1201208 VOLT, THREE (3) PHASE. ELECTRICAL A) 0- 9998F 100 AMP PANEL WITH CONDUIT FOR 200 AMP SERVICE 17. ALL 518"G.W,B. (MOISTURE RESISTANT IN RESTROOMS) IN THE LEASED PREMISES SHALL BE FURNISHED, INSTALLED, 1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE. B)1,000 -3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE TAPED AND SPACKLED BY G.C. SPIN -IN FITTING; C) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE NQRTH.AMEItICAN PROPERf1ES NO SCOOP W/DAMPER K 0 - 999 SF 100 AMP PANEL,WITH CONDUIT FOR 2�0 AMP SERVICE TYPICAL D 6,000 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE 8 T ROOM PARTITIONS TO BE METAL STUDS AND G.W.B. PARTITIONS M.R.G.W.B.INSIDE RESTROOM WITH 36 X NORTH AMERICAN PROPERTIES -ATLANTA - L 1,000 - 3,999 SF 200 AMP PANEL WITH CONDUIT FOR 200 AMP SERVICE ) 1 .TOILE 3 NOTE, WIRE MAYBE COPPER OR ALUMINUM DEPENDENT UPON LOCAL CODES _ D p S 108o HOLCOMB BRIDGE ROAD M 4 000 - 5 999 SF- 300 AMP PANEL WITH CONDUIT FOR 400 AMP SERVICE 6 8 H.C: WOOD DOOR WITH HARDWARE IN H.M. FRAME MEET HANDLCAPPE CO E REQUIREMENTS. P P ) , I I BUILDING 200, SUITE 150 FINAL DUCT SIZING I N 6 000 - 7,999 SF 400 AMP PANEL -WITH CONDUIT FOR 400 AMP SERVICE DEPENDS ON . ) - 2,.OUTLETS- ROSWELL, GA 30075 ROOFTOP UNIT SIZE NOTE: WIRE MAYBE COPPER OR ALUMINUM , „ TEL (770) 645-6566 FAX (770) 643-9540 2. OUTLETS E) WALL MOUNTED DUPLEX OUTLETS AT 200 O.C. ALONG SIDE WALLS, 13 AFF. F ONE 1 DUPLEX OUTLET MOUNTED 4'6"AFF AT TELEPHONE BOARD. " " PHILLIPS JOB NUMBER ' , „ „ „ ) O 19. THIS LAYOUT OF ELECTRICAL ITEMS &CIRCUITRY REPRESENTS A TYPICAL .WHITE BOX". IS SEE FLOOR PLANS _ WALL MOUNTED DUPLEX OUTLETS AT 20 0 O.C, ALONG SIDE WALLS, 15 1 3 FOR ACTUAL LOCATION G) ONE (1) GFI OUTLET IN EACH RESTROOM. FOR LAYOUT CRITERIA ONLY. CONTRACTOR SHALL ADJUST THE NUMBER OF OUTLETS, LIGHT FIXTURES, 0208616 ruru4•oowrl sLAB __- AFF ORCQW FOOTING CEILING TRANsITION FR M „' CIRCUITS ETC. TO SATISFY REQUIREMENTS OF EACH "WHITE BOX" PER STANDARD TENANT WHITE BOX ATSTOREFRONT 12!-WA.F.F.TO1a-a'A.F.. ONE (1) DUPLEX OUTLET MOUNTED 4 6 AFF AT TELEPHONE BOARD. 3. LIGHTING Q ISSUE DATE SEE STRUCTU - ONE (1) GFI OUTLET IN EACH RESTROOM. " " SHELL SPECIFICATIONS ON THIS SHEET. 05/14/04 -- I A) ONE (1) 2'0747 FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1) FIXTURE, PER 96 �4 ,a BL 3, LIGHTING o DRAWN BY/CHECKED BY 1 1 E X ISF FOR 80 % FOR THE SPACE AND ONE 1 FIXTURE PER 200 SF FOR THE REMAINING 20 /o OF I TYPE a a A ONE 1 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE 1 O 20. LAYOUT CRITERIA SHALL BE AS FOLLOWS, a) FURNISH AND INSTALL 2X4, 4 LAMP FIXTURE, _ ) O� O ALE/DEB % Q0 THE SPACE. "P" PER 96 SQUARE FEET, b) FURNISH ANC) INSTALL DURLEX RECEPTACLESON DEMISING PARTITIONS a FIXTURE, PER 96 SF'FOR 80 /FOR THE SPACE AND ONE (1}FIXTURE PER 2 SF DRAWING TITLE 000 ,I AS SHOWN ON TYPICAL LAYOUT FLOOR PLAN, c) ELECTRICAL SERVICE SHALL BE SIZED AS SHOWN ON I I � FOR THE REMAINING 2 / OF THE SPACE. B) ONE (1) 24 FLUORESCENT LIGHT FIXTURE; WALL MOUNTED AT 6 ABOVE THE VANITY. „ _ THESE DRAWINGS d FURNISH AND INSTALL EXIT SIGNAGE NIGHT LIGHTS FOR EVERY 7 TYPE C LIGHT - - - -- - - - - - B) ONE (1) 24 FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6 ) , p a MIRROR IN EACH RESTROOM LITHONIAWC 120 WHITE BOX ABOVE THE VANITY MIRROR IN EACH RESTROOM. FIXTURES THAT ARE INSTALLED. WHITE DUPLEX MOUNTED RECEPTACLE ' EXIT LI NTA D REAR DOORS WALL MOUNTED EMERGENCY LIGHTS AS W1WHITE OVERPLREFRO BN$PLAYMOUNTED C EXIT LIGHT AT FRONT AND REAR DOORS AND WALLMOUNTED;EMERGENCY C) LIGHT AT FRO N OO S OU G - SEE PLAINS FOR LAYOUT OF IN CEILING FOR STOREFRONT DI$RLAY - - I - CRITERIA SHOPS ANDOWSUWICALOF2) LIGHTS AS REQUIRED BY CODE FOR THE STANDARD WHITE BOX FINISH).REQUIRED BY CODE: (FOR THE STANDARD WHITE$OX FINISH). 111TEftIA +�7HOI�t7 SIDEWALKICANOPY/PILASTEa (21. CONTRACTOR TO COORDINATE LOCATIONS OF LIGHT FIXTURES, SUPPLY AND RETURNS, EXIT LIGHT, D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM. SPRINKLER HEADS ETC. TO PREVENT CONFLICTS. ARGHrrecruRAL MEcHANIcAL eLECTRIOALaRC TYPICAL 3. TELEPHONE -D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM, ' 20'-G'2",2"-0- PROVIDE Y4" X 2,0,, X 2,0,, F.R.T. PLYWOOD BACKBOARD ON REAR WALL, AT I TELEPHONE CONDUIT LOCATION. 4. TELEPHONE SHEET NUMBER SEE FLOOR PLANS A) PROVIDE 314" X 2'0" X 2'0" PLYWOOD BACKBOARD ON REAR WALL, AT TELEPHONE CONDUIT FOR ACTUAL GRID SPACINGLOCATION. I RA=7.1 2, BE OF A SIZE AS TO PERMIT THE II 2. PROVIDE 30„ X 48 CLEAR FLOOR SPACE FOR FORWARD APPROACH. ACCESSIBILITY REQUIREMENTS ACTIVATED BY THE FIRE PROTECTION SYSTEM, OR OTHER MEANS OF FULLY RESTRAINED, THEN DIRECT AND TORSIONAL EVERY REQUIRED EXIT DOOR WAY SHALL INSTALLATION OF A DOORNOTLESS THAN 3 FEET IN WIDTH AND. NOT LESS 4• THRESHOLDS: SPACE ALLOWANCE &REACH RANGES: 1, THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO 1. WATER CLOSET. i HEIGHT OF WATER CLOSET SHALL BE 17 TO 19 A.F,F, CONTROLS SHALL BE DRINKING FOUNTAINS. :C CLEARANCE SHOULD BE 1, DRINKING FOUNTAIN DEPTH SHOULD BE 18 . KNEE L ADDITIONAL REQUIREMENTS, 1, THE CENTER OF RECEPTACLE OUTLETS SHA LL BE NOT LESS THAN 15 15. THE STRUCTURAL STRENGTH OF GRAB BARS; TUB AND SHOWER SEATS, 1. OLD REQUIRED TO BE ACCESSIBLE SHALL MEET THE ALL THRESHOLDS Q • ACCOMMODATE A SINGLE, STATIONERY WHEELCHAIR AND OCCUPANT IS 30" THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE -TIGHT GRASPING, 27 INCHES HIGH FOR A DEPTH OF 8 INCHES AND 9 INCHES HIGH FOR A INCHES ABOVE THE FLOOR OR WORKING PLATFORM. FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING FOLLOWING SPECIFICATIONS, BY 48". THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS PINCHING OR TWISTING OF THE WRIST. DEPTH OF 17 INCHES: SPECIFICATIONS: 2 FEATHERCONC. MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN GREATER THAN 5 POUND FORCE. 2. 2, THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY • fU AT FOR FLUSH L ,r D SPACE FOR WHEELCHAIRS MAY BE A OBJECT. CLEAR FLOOR OR GROUND 2. CONTROLS FOR THE FLUSH VALVE SHALL BE MOUNTED ON THE WIDE SIDE BUBBLER CONTROL SHALL BE NOT MORE THAN 6 INCHES FROM FRONT OF INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO THE MAXIMUM BENDING MOMENT FROM THE `. CONDITION AT -• ED UNDER SOME OBJECTS. PART KNEE SPACE REQUIRED FOUNTAIN. OF TOILET AREAS, NO MORE THAN 44 ABOVE FLOOR. G FOUNTAIN AND ORIFICE OF BUBBLER SHALL BE LOCATED WITHIN DRINKING CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, APPLICATION OF A 250 -LB POINT LOAD SHALL BE LESS EACH DOOR 5. 6 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 30 NOR THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF 2. ONE FULL UNOBSTRUCTED TED SIDE OF THE CLEAR FLOOR OR GROUND SPACE 3. THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER 3. 36 INCHES OF THE FLOOR. MORE THAN 44" ABOVE THE FLOOR OR WORKING PLATFORM. THE GRAB BAR OR SEAT. LANDING SHALL OT BE MORE THAN 112 INCH LOWER THAN THE 2. THESFLOORN FOR WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR THAN 5 POUND FORCE, THE DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A CONTROL 3, THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE SHEAR STRESS INDUCED IN A GRAB BAR SEAT BY THE • THRESHOLD OF THE DOORWAY, SPACE. IFA CLEAR OR GROUND SPACE. IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED TO ON ALL OR PART OF OF THREE SIDES, URINALS. WHICH IS EASILY OPERATED BY A HANDICAPPED PERSON, SUCH ASA LOCATED 44 INCHES ABOVE THE LEVEL OF THE FLOOR, WORKING APPLICATION OF A 250 -LB POINT LOAD SHALL BE LESS DOORS, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. 1 WHERE URINALS ARE PROVIDED, THE RIM OF AT LEAST ONE SHALL HAND -OPERATED LEVEL TYPE CONTROL LOCATED WITHIN 6" OF THE FRONT PLATFORM -GROUND SURFACE OR SIDEWALK THAN THE ALLOWABLE SHEAR STRESS FOR THE 1. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA FRONT OF LAVATORY. THE MAXIMUM COUNTER SURFACE HEIGHT SHOULD PROJECT 14" FROM THE WALL AND BE LOCATED 17" MAXIMUM ABOVE 4. OF THE FOUNTAIN, A PUSH BAR CONTROL ALONG THE FRONT OF THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS KEY, 3 THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180 DEGREE TURN IS OPPOSITE THE DIRECTION OF DOOR SWING OF 48 INCHES AS MEASURED AT FLOOR. CONTROLS SHALL BE LOCATED 44" MAX. ABOVE FLOOR, DRINKING FOUNTAIN, ETC. 4.' CONTRACTORS SHALL COORDINATE WITH FIRE DEPT. FOR ANY MOUNTING AND USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE ANDUSABLEBY SHALL BE PERCEPTIBLE TO THE SENSE OF TOUCH, SMALLER ALLOWABLE LOAD, REQUIREMENTSFOR AUDIBLE AND VISUAL ALARMS THAT MAY NEED TO BE BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE 2, BE OF A SIZE AS TO PERMIT THE A CLEAR SPACE OF 60" DIAMETER OR A T -SHAPED SPACE. 2. PROVIDE 30„ X 48 CLEAR FLOOR SPACE FOR FORWARD APPROACH. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6„ OF THE FRONT ACTIVATED BY THE FIRE PROTECTION SYSTEM, OR OTHER MEANS OF FULLY RESTRAINED, THEN DIRECT AND TORSIONAL EVERY REQUIRED EXIT DOOR WAY SHALL INSTALLATION OF A DOORNOTLESS THAN 3 FEET IN WIDTH AND. NOT LESS 4• THE MINIM UM CLEAR WIDTH REQUIRED FOR A WHEELCHAIR TO TURN G FOUNTAIN AND SHALL BE WITHIN 36" OF THE FLOOR. THE OF THE DRINKIN FO NTSHEAR EMERGENCY NOTIFICATION FOR THE OCCUPANTS OF A BUILDING OR A STRESSES SHALL NOT EXCEED THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, AROUND AN OBSTRUCTED SHALL BE 36 WHERE THE OBSTRUCTION IS 48 „ 3. THE FORCE REQUIRED TO ACTIVATE'THE FLUSH VALVE SHALL BE NO Q i WATER STREAM FROM THE BUBBLER SHALL BE AUDIBLE ALARMS ARE SPACE, AND SHALL INSTALL VISUAL ALARMS WHEN A I THE ALLOWABLE SHEAR STRESS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND „ OR MORE INN LENGTH AND 42 AND 48 WHERE THE OBSTRUCTION IS LESS GREATER THAN 5 POUND FORCE. SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING REQUIRED TO BE INSTALLED, ALL ALARM SYSTEMS SHALL COMPLY WITH SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXITWAY IS NOT THAN 48" IN LENGTH. FOUNTAIN. A.D.A. REQUIREMENTS IN ADDITION TO STATE AND LOCAL REQUIREMENTS, SHEAR FORCE INDUCED IN FASTENER OR MOUNTING 3 LESS THAN 32 INCHES, 5. LAVATORIES: DEVICES FROM THE APPLICATION OF A 250 -LB POINT THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 1: PROVIDE CLEAR SPACE BENEATH LAVATORIES 29" HIGH BY 30" WIDE BY 8" , SIGNAGE 5, CONTRACTOR SHALL INSTALL SELF -ILLUMINATING LOW LEVEL EXIT PATH LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL FLOOR LANDINGS AT DOORS. THE LEVEL AREA SHALL HAVE A LENGTH IN �� �� „ 32 AT A POINT (24 MAXIMUM LENGTH) AND 36 CONTINUOUSLY. DEEP AT AND 9 HIGH BY 30 WIDE BY 17 DEEP AT BOTTOM FROM 1, L BE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHA. L S D 'O LEVEL EXIT SIGNS ON DOORS PER MARKING IN EXIT CORRIDORS AN LOW O O E FASTENER OR MOUNTING EVICE OR LAD F EITHER H THE DIRECTION OF DOOR SWING OF AT LEAST 60 INCHES AND THE LENGTH 6• FRONT OF LAVATORY. THE MAXIMUM COUNTER SURFACE HEIGHT SHOULD THE STANDARD USED TO IDENTIFY FACILITIES THAT AREA ACCESSIBLE TO GOVERNING AGENCIES' REQUIREMENT. LOW LEVEL EXIT PATH MARKINGS THE SUPPORTING TRUCTURE, WHICHEVER HAD THE OPPOSITE THE DIRECTION OF DOOR SWING OF 48 INCHES AS MEASURED AT THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60". IF THE CLEAR BE 34". AND USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE ANDUSABLEBY SHALL BE PERCEPTIBLE TO THE SENSE OF TOUCH, SMALLER ALLOWABLE LOAD, 4. RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION.. FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT THE MAXIMUM HIGH FORWARD REACH SHALL BE 48", THE MINIMUM LOW 2. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. DISABLED PERSONS ASSET FORTH IN THE GOVERNING AGENCIES ACCESSIBILITY STANDARDS, THE SYMBOL SPECIFIED SHALL CONSIST OFA BE UAL ON SHALL Q 6, CONTRACTORS SHALL COORDINATE WITH FIRE DEPARTMENT FOR ANY TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT ON FORCE OFA 250 POINT LOAD PLUS THE E EL AREA O MANEUVERING CLEARANCES AT DOORS: THE WIDTH OF THE L V A N 7 FORWARD REACH IS 15 . 3 WHITE FIGURE A BLACK BACKGROUND. THE BLUE REQUIREMENTS FOR AUDIBLE AND VISUAL ALARMS THAT MAY NEED TO BE TENS! -LB THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24.INCHES PAST THE FAUCET CONTROLS AND OPERATING MECHANISM SHALL BE OF THE TYPE COLOR NO, 15090 IN FEDERAL STANDARD #595A. SEE "SIGNS / ACTIVATED BY THE FIRE PROTECTION SYSTEM, OR OTHER MEANS OF MAXIMUM MOMENT FROM THE APPLICATION OF A 250 -LB STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN ALLOWED 54 " TIGHT GRASPING' PINCHING OR TWISTING OF THE WRIST NOT REQUIRINGTI SUCH AS LEVER OPERATED AND AN OPERATING FORCE NOT EXCEEDING 5 ( ) „ ,,. PICTOGRAPHS DETAIL ON TYPICAL ACCESSIBILITY DETAIL SHEET. EMERGENCY NOTIFICATION FOR THE OCCUPANTS OF A BUILDING OR POINT LOD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND 5• THE STRIKE EDGE OF THE DOOR FOR INTERIOR DOORS. A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH SHALL BE 9� FLOOR. AND THE LOW SIDE REACH SHALL BE NO LESS THAN THE 4. LBS. 2. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL SPACE AND SHALL INSTALL VISUAL ALARMS WHEN AUDIBLE ALARMS ARE - SUPPORTING STRUCTURE, .ABOVE CONFORM TO THE FOLLOWING:: REQUIRED TO BE INSTALLED. ALL ALARMS SAHLL COMPLY WITHA.D.A, HARDWARE: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND FIVE POUNDS FOR INTERIOR STORAGE FACILITIES &AREAS: PROVIDE 30" X 48, CLEAR FLOOR SPACE FOR FORWARD _APPROACH. 7. REQUIREMENTS IN ADDITION TO STATE AND LOCAL REQUIREMENTS. gq�g L� N T RpTAT I INT �RF�TT�NG� AND FA I pl`TIES�FL TF bKT�fVENH�TORY SHALL BE A 16. iN BUILDI� � SHELVES, CLOSETS, OR 1 , DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO 1.. IF FIXED STORAGE FACILITIES SUCH AS CABINETS, CONTRACTOR SHALL INSTALL SELF ILLUMINATING LOW LEVEL EXIT PATH COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED BY CHAPTER 9, ACCESSORIES: MARKING IN EXIT CORRIDORS AND LOW:LEVEL EXIT SIGNS ON EXIT DOORS RAMPS PASSENGERS ELEVATORS, OR SPECIAL ACCESS LIFTS, .DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY ANSI Al7.1. AT LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE IN TERMS TOILET DISPENSER SHALL S MOUNTED WITHIN 12 FROM THE RAISED O RECESSED A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAI E R RE S PER GOVERNING AGENCIES REQUIREMENTS. LOW LEVEL EXIT PATH: BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE OF CLEAR FLOORSPACE, REACH RANGES, AND HARDWARE. ADDITIONAL 2, FRONT EDGE'OF TOILET SEAT. SANS - SERIFS 1132 MINIMUM AND SHALL BE SANS SERIFS UPPER CAS MARKINGS SHALL BE PERCEPTABLE TO THE SENSE OF TOUCH: E DOOR MAY BE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE STORAGE MAY BE PROVIDED OUTSIDE OF REQUIRED REACH RANGES. � CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 6. INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE " " MIRROR BOTTOM EDGE SHALL BE LOCATED 40" MAX. ABOVE FLOOR. OPERATING PARTS OF DISPENSING AND DISPOSALBE NOT LESS THAN 15 8. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF 17. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR ADMINISTRATIVE AUTHORITY NOT TO EXCEED 15 POUNDS. 2. A CLEAR FLOOR SPACE AT 30 BY 4$ THAT ALLOWS EITHER FORWARD OF 3, , O A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF SHALL BE 1-1/4" TO 1-112" OF THE SHAPE SHALL PROVIDE AN EQUIVALENT PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE INCHES ABOVE THE FLOOR OR WORKING PLATFORM. iDOOR SWING OF AT LEAST 60"AND THE LENGTH OPPOSITE THE DIRECTION GRIPPING SURFACE, IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, CONSTRUCTION. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT PROVIDED AT ACCESSIBLE STORAGE FACILITIES. B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. OF DOOR SWING OF 48„ AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE SPACE BETWEEN THE WALL &THE GRAB BARS. SHALL BE 1-1/2". AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED O PERP TING PARTS OF DISPENSING AND DISPOSAL FIXTURE SHALL BE THE DOOR IN THE CLOSED POSITION. SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR'. 3. ACCESSIBLE STORAGE SPACES SHALL BE WITHIN AT LEAST ONE OF THE 1. WITHIN 40" OF FLOOR. C. PICTORAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY FOOTREST WITHOUT CAUSING TRAP OR HAZARDOUS CONDITION. WHERE RANGES SPECIFIED IN SECTION 905, ANSI A117.1 CO MPARTMENTS. THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW' 9. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH T NARROW FRAME DOORS ARE USED, A 10 INCH HIGH PANEL SHALL BE 4, HARDWARE FOR ACCESSIBLE STORAGE. FACILITIES SHALL BE WITHIN AT DOORS AT ACCESSIBLE TOILET STALLS SHALL BE PROVIDED WITH THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY WHEELCHAIR FOOTREST WITHOUT CAUSING A GES SPECIFIED IN SECTION A 3105A(h)4C LEAST ONE OF THE HEIGHT RANOTHER 2• AUTOMATIC CLOSING DEVICES. BE A MINIMUM OF 6" IN HEIGHT. _ BARS OR LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING , HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING e. TRAP OR HAZARDOUS CONDITION. AND 4D AND SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE WRIST, THE FORCE _ OPENINGS AT ENDS OF ACCESSIBLE TOILET STALLS SHALL BE 32" CLEAR IN THE ABILITY TO GRASP THE OPENING HARDWARE: LOCKED EXIT DOORS EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL E ACTIVATE THE REQUIRED TO ACTIVATE THE FORCE REQUIRED TO C WIDTH, OPENINGS AT THE SIDES OF'ACCESSIBLE TOILET STALLS SHALL BE SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. NOT BE LESS THAN 44 IN WIDTH. 5 HARDWARE SHALL BE NO GREATER THAN LBS TOUCH LATCHES AND 34" CLEAR IN WIDTH, 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO 10, IF EMERGENCY. WARNINGS SYSTEMS ARE REQUIRED, THEY SHALL ACTIVATE CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE 5 U -SHAPED PULLS ARE ACCEPTABLE, PATH OF TRAVEL, OF BETWEEN 3:5 AND 1:10. A MEANS OF WARNING THE HEARING IMPAIRED: LESS THAN 36„ IN WIDTH. CLOTHES RODS SHALL BE A MINIMUM OF 54" FROM THE FLOOR FOR A SIDE - 2, THE CROSS SLOPE OF ACCESSIBLE PATHS OF TRAVEL SHALL NOT EXCEED 2 o : 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, SEC 1.114B,2.5 [3104A(E)] & 7204(A). APPROACH, WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE % GRADE. : EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OF DARK 11• WHERE FIXED OR BUILT-IN SEATING, TABLES, OR COUNTERS ARE PROVIDED 6. CLOTHES ROD OR SHELF EXCEEDS 10", AS IN CLOSETS WITHOUT ACCESSIBLE E DOORS. ACCES I L � SHALL BE SLIP -RESISTANT. :SURFACE HA CHARACTERS ON ALIGHT BACKGROUND. FOR THE PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5 %, BUT NEVER LESS THAN 1 MUST BE ACCESSIBLEAS REQUIRED IN CHAPTER 8, ANSISI A117.1 THE DOORWAY PROVIDING ACCESS TO STORAGE AREAS SHALL BE NOT LEVEL CHANGE SHOULD BE A MAX; OF 1/2 WITH. BEVELED OR SLOPED 5• CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM 12, THE TOPS OF TABLES AND COUNTERS, SHALL BE 28" TO 34" FROM THE LESS THAN 32 IN CLEAR WIDTH. " ANGLE. HEIGHT IS MEASURED USING AN UPPER CASE k LOWER CASE FLOOR OR GROUND. CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH CHAPTER 7, ANSI A117.1 13- IF SEATING FOR PEOPLE IN WHEELCHAIRS IS, PROVIDED AT FIXED TABLES THE MINIMUM CHARACTER HEIGHT SHALL BE 3". OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP 6. SHALL BE PROVIDED, CONTRACTED BRAILLE SHALL BE USED USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE 14. THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180 DEGREE TURN IS REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" A CLEAR SPACE OF 60" DIAMETER OR A T -SHAPED SPACE. SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1140" ABOVE �I THE GROUND, - 1 L II - 1 i , L PH_ ILLIPS P A RT N E R S H I P Architecture e Interior Design • Planning 770.3941616` 770,394,1314 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 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. All rights reserved. This document may not be reproduced without the prior written consent of PhiMps Partnership. PC. TENANT SHOPS BUILDINGS XXXX W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT S T01NNE CANTER SANFORD, FLORIDA CLIENT �I. 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 WHITE BOX CRITERIA SHOPS SHEET NUMBER RA=7m2, 9000 CENTRAL PARKVVEST SUITE 400 m ATLANTA, GEORGIA 30328 GENERAL NOTES:. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION. FOUNDATION WALLS WHICH ARE SHOWN TIED INTO SLAB -ON -GRADE OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (INCLUDING DECK) IS COMPLETED. THOUGH DETAILS DO NOT INDICATE, ADEQUATE DRAINAGE MUST BE PROVIDEDBEHIND WALLS TO ELIMINATE UNANTICIPATED HYDROSTATIC LOADING. PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST ALL REQUIRED FORCES SUCH AS (BUT NOT LIMITED TO) DEAD LOADS, LIVE LOADS, SOIL PRESSURES, CONSTRUCTION LOADS, WIND AND UNBALANCED LOADING. PROVIDE TEMPORARY SAFETY ENCLOSURES AS NECESSARY TO PROTECT ALL PERSONNEL INVOLVED WITH THIS PROJECT. 2. GROUT SHALL BE NON -SHRINK WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 3000 P.S.L EXPOSED GROUT SHALL BE NON -STAINING. 3_ THE 2001 EDITION OF THE FLORIDA BUILDING CODE SHALL APPLY. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS. ROOF OPENINGS GREATER THAN 12" DIAMETER SHALL BE FRAMED WITH L3x3x1/4"(MINIMUM). JOIST/JOIST GIRDER MANUFACTURER SHALL COMPENSATE FOR LOADS IMPOSED BY ROOF -TOP UNITS (R.T_U.'s) BY PROVIDING DOUBLE JOISTS OR SPECIALLY DESIGNED JOISTS AT THESE SUPPORT LOCATIONS. R.T.U. LOADS ARE STATED ON ROOF FRAMING PLANS AS PROVIDED BY ARCHITECT OR MECHANICAL ENGINEER. SEE ROOF FRAMING DETAILS (in this set of drawings) FOR TYPICAL REQUIRE- MENTS FOR SUPPORT OF ROOF -TOP UNITS. 5. DETAILS NOT SHOWN SHALL BE ACCORDING TO: AMERICAN INST. of STEEL CONSTR_ A.I.S.C. SPECS FOR STRUCTURAL STEEL AMERICAN CONCRETE INSTITUTE A.C.I. SPECS FOR CONCRETE AMERICAN WELDING SOCIETY A.W.S. SPECS FOR WELDING NATIONAL CONCRETE MASONRY ASSOC N.C.M.A. SPECS FOR CONCRETE MASONRY STEEL JOIST INSTITUTE S.J.I. SPECS FOR STEEL JOISTS AMERICAN IRON & STEEL INSTITUTE A_I_SL, SPECS FOR COLD FORMED STEEL 6. DESIGN LOADS: DEAD LOAD ROOF DEAD LOAD - 20 P.S. F, LIVE LOAD ROOF LIVE LOAD - 20 P_S.F. (REDUCIBLE) WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B INTERNAL PRESSURE COEFFICIENT +/- 0.18 WALL COMPONENT AND CLADDING PRESSURE - 21.3 PSF ROOF COMPONENT AND CLADDING PRESSURE - 19.9 PSF 7. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SAME TO ARCHITECT AND/OR ENGINEER FOR REVIEW. ARCHITECT AND ENGINEER'S REVIEW OF SHOP DRAWINGS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS_ 8. ALL SHOP DRAWINGS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING BUT NOT LIMITED TO AWNINGS, STOREFRONT, AND LIGHT GAUGE STEEL FRAMING SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF INSPECTION. SHOP DRAWING SUBMITTALS SHALL CONSIST OF (3) SETS, (1) FOR EOR (1) FOR PROJECT ARCHITECT AND (1) FOR THE CONTRACTOR. ADDITIONAL SUBMITTALS WILL BE RETURNED UNMARKED_ 9. EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NEVER TO BE PERMITTED AS A SUBSTITUTE FOR CAST -IN-PLACE ANCHOR BOLTS WHERE CAST -IN-PLACE BOLTS HAVE BEEN SHOWN ON THE DRAWINGS. DEFINITIONS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. B.T.J. - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. C_J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION - COL - INDICATES COLUMN CENTERLINE. D.B.E_ - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. ELEV. - INDICATES ELEVATION. E.O.R, - INDICATED ENGINEER OF RECORD, E.Q. INDICATES EQUAL. F.D. - INDICATES FLOOR DRAIN. F.F.E. - INDICATES FINISHED FLOOR ELEVATION. F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. Fu - INDICATES SPECIFIED MATERIAL ULTIMATE TENSILE STRENGTH. J.B.E. - INDICATES STEEL BAR JOIST BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. M.C. - INDICATES MOMENT CONNECTION. MIN, - INDICATES MINIMUM- M.O. - INDICATES MASONRY OPENING. INDICATES STEEL PLATE. R.T.U. - INDICATES ROOF TOP UNIT. T.O.F. - INDICATED TOP OF FOOTING ELEVATION BELOW REFERENCED FINISHED FLOOR ELEVATION. T.O.S_ - INDICATES TOP OF STEEL BEAM ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION - T/ STEEL - INDICATES TOP OF STEEL BEAM ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. TYP - INDICATES TYPICAL. U.N.O - INDICATES UNLESS NOTED OTHERWISE. I CONCRETE NOTES: STEEL NOTES: 1. U.N.O. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" AND A MINIMUM 28 DAY 1. ALL STRUCTURAL STEEL SHALL BE PROVIDED AS FOLLOWS: 1,500 LBS_ COMPRESSIVE STRENGTH AS FOLLOWS: WEIGHT OF UNIT IS BETWEEN RECTANGULAR/SQUARE HSS SHAPES (ASTM A500 Gr_ B) 46 K.S.I. YIELD AND 3,000 FOOTINGS: 3000 P.S.I UNIT's WEIGHT EXCEEDS ROUND 'HSS SHAPES (ASTM A500 Gr_ B) 42 K.S.I. YIELD LBS., SEE SLAB ON GRADE: 3000 P.S.I FOR SPECIAL FRAME ---7 STEEL PIPES (ASTM A53 Gr. B) 35 K.S.I. YIELD REINFORCEMENT FDN. WALLS: 3000 P.S.I 2'-6" W SHAPES (ASTM A992) 50 K.S-I. YIELD SQUARE U.N.O.: 3000 P-S.I 62" STRUCTURAL STEEL U.N.O. (ASTM A36) 36- K.S_I. YIELD 2. AIR ENTRAINING AGENTS SHALL BE USED TO PRODUCE 3% TO 6% AIR BY VOLUME 2. ALL STRUCTURAL FASTENERS SHALL BE PROVIDED AS FOLLOWS: E.W. IN ALL CONCRETE EXCEPT INTERIOR SLABS ON GRADE_ (3% MAX.) 3'-0" BOLTED CONNECTIONS IN STEEL FRAMEWORK U -N_0. (ASTM A325 -N) SQUARE 1'-0" CARBON AND ALLOY NUTS (ASTM A563) 3. C,J. ON PLANS INDICATES CONSTRUCTION JOINTS OR CONTROL JOINTS- IF NOT 2'-6" HARDENED STEEL WASHERS (ASTM, F-436) E.W. SHOWN OTHERWISE; MAINTAIN A MAXIMUM AREA BOUNDED BY SLAB CONTROL JOINTS, 3'-6" COMPRESSABLE-WASHER-TYPE DIRECT TENSION INDICATORS (ASTM F-959) SQUARE OF 400 SQUARE FEET (i.e. 20 x 20) THE MAXIMUM SIDE RATIO OF WHICH THREADED RODS (ASTM A36) BARS SHALL BE 1.5:1, AND JOINTS AT ALL REENTRANT SLAB CORNERS_ 3'-0" ANCHOR RODS U.N.O. (ASTM F1554 Gr, 36) 4. ALL STEEL BAR REINFORCEMENT SHALL BE A.S.T.M. A-615, GRADE 60. 3. U.N.O. COLUMN BASE PLATES SHALL BE 6" LARGER IN EACH DIRECTION THAN SQUARE 1'-0" THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (ie. 12" SQUARE BASE BARS X 3'-6" PLATE FOR 6"0 OR 6" SQ. COLUMN and 10" SQUARE BASE PLATE FOR 5. MAINTAIN MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL AS INDICATED 4'-6" 4"4 OR 4" SQ_ COLUMN). ALL BAS_ E PLATES SHALL BE ANCHORED TO SQUARE UNLESS OTHERWISE NOTED IN THE DRAWINGS. FOOTING BELOW WITH 4 - 3/4"0 x 1'-1" HEADED ANCHOR RODS BARS X 4'-0" (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. E.W. A. 3" CLEAR WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH. 5'-0" BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. SQUARE B. 2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST 4. ROOF DECK SHALL BE 1-1/2" DEEP, 22 GAGE WIDE RIB STEEL ROOF BARS AGAINST FORMS FOR BARS #6 -0R LARGER_ 4'-6" DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28. ROOF DECK E.W. 5'-6" SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR SQUARE C_ 1 1/2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST PLATES IN ACCORDANCE WITH VULCRAFT WELD PATTERN. STATED ON FRAMING BARS AGAINST FORMS FOR BARS #5 OR SMALLER, 5'-0" PLAN (5/8" DIA_ WELDS @ SUPPORTS AND PERIMETER & #10 TEKS E.W. Q 6'-0" SCREWS Q SIDELAPS), DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM. SQUARE D. 3/4„ CLEAR FOR SLABS AND WALLS FORMED ABOVE GRADE AND NOT WELDS AT PERIMETER ARE NOT TO EXCEED THE LESSER OF THE VULCRAFT ATTACHMENT BARS EXPOSED TO WEATHER. 5'-6" PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6"- QI E. 1-1/2" CLEAR FOR BEAMS AND COLUMNS FORMED ABOVE GRADE AND NOT 5. CONTRACTOR SHALL PROVIDE CONTINUOUS L 3x3x1/4" AS TYPICAL ROOF DECK EXPOSED TO WEATHER. BARS X CLOSURE, OR AS MEANS OF ATTACHMENT FOR ADJACENT STEEL STUDS - U.N.O. 6. UNLESS NOTED OTHERWISE IN THE DRAWINGS, CAST IN PLACE CONCRETE SHALL Q 8'-6" ON PLANS, DETAILS OR SECTIONS. SQUARE HAVE THE FOLLOWING TRIM STEEL ADDED AROUND ALL OPENINGS: TWO (2) - #5 BARS (LENGTH OF BARS LENGTH OF OPENING + 4'-0") ALONG EACH SIDE 6. AT ALL BAR JOIST EXPANSION BEARING CONDITIONS, PROVIDE CON -SLIDE TYPE 8'-0" = OF OPENING AND TWO - #5 'x 5'-0" DIAGONALLY AT EACH CORNER E.W. CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY (2) - 1'_0 ° CON -SERV INC- EAST HANOVER, NEW JERSEY.._PHONE (201)884-1430. 7. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 4'-6 2,-6,, 7, B.T.J. ON ROOF FRAMING PLAN INDICATES BOLTED TIE JOIST AS DEFINED BY P.S.F. ALL FOOTING EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL O.S_H.A. AND S.J-1.. BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE_ CONTRACTOR SHALL EXERCISE WHERE JOIST(S) BEAR ON GIRDER AT (OR NEAREST) GOLUMN(S). CAUTION TO INSURE THAT ALL RECOMMENDATIONS OF THE CIVIL AND SOILS .JOIST (O.S.H.A. Sec. 1910.12 Construction Standards Sec. 1518.751) ENGINEERS ARE FOLLOWED CLOSELY. FOR DETAILS OF FILL AND COMPACTION REQUIREMENTS, REFER TO CIVIL DRAWINGS AND THE SPECIFICATIONS. 8. ALL JOIST BRIDGING HAS NOT BEEN SHOWN ON PLANS. JOIST BRIDGING QUANTITIES, 8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO THE REQUIREMENTS OF THE SIZES AND CONNECTIONS SHALL BE AS PER THE STEEL JOIST INSTITUTE SPECS. STANDARD SPECIFICATIONS FOR COLD -DRAWN STEEL WIRE FOR CONCRETE AND SHALL BE SHOWN IN DETAIL ON THE JOIST SUPPLIER'S SHOP DRAWINGS. REINFORCEMENT A.S-T.M. A-185- ALL WELDED WIRE FABRIC SHALL- BE CLEAN AND FREE OF EXCESSIVE RUST. 9. FLY ASH MAY BE USED AS A DIRECT SUBSTITUTE FOR PORTLAND CEMENT- FLY 9. STRUCTURAL STEEL MEMBERS TO RECEIVE SPRAYED -ON FIREPROOFING OR BE ASH MUST CONFORM TO ALL ASPECTS OF ASTM 0618-84 STANDARD SPECIFICATION ENCASED IN LIGHTWEIGHT CONCRETE SHALL NOT BE SHOP PRIMED OR PAINTED_ FOR FLY ASH. CLASS F OR CLASS C FLY ASH MAY BE USED, HOWEVER, TOTAL 10. UNLESS NOTED OTHERWISE IN THE DRAWINGS, ALL FILLET WELDS SHALL BE 3/16". LOSS ON IGNITION OF FLY ASH MUST BE 3% OR LESS. FLY ASH MAY BE SUB- ALL WELDS SHALL BE MADE WITH E-70 ELECTRODES. STITUTED ON A 1:1 RATIO BY WEIGHT AND ONLY UP TO A 20% REDUCTION IN THE ORIGINAL GEMENT CONTENT. CONCRETE PROPORTIONS SHALL BE SELECTED 11, UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED ON THE BASIS OF TRIAL MIXES CONFORMING TO A.C.I, 211.1, OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION- UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, 10. SPECIFICATIONS FOR CONCRETE FLOOR FINISH REQUIREMENTS, SEE ARCHITECTURAL DRAWINGS/SPECIFICATIONS CONNECTIONS SHALL DEVELOP AT LEAST 707. OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE ASD MANUAL (Part 2: Beam and Girder Design) 11. ALL EXPOSED CORNERS SHALL HAVE 3/4" CHAMFER U.N.O., FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE HOWEVER, SHALL THE DEPTH OF THE FRAMED CONNECTIONS BE LESS THAN 80% OF THE "T" DISTANCE OF 12. DESIGN OF CONCRETE STRUCTURAL ELEMENTS IS IN ACCORDANCE WITH AGI 318-99 (BUILDING CODE THE BEAM WEB. REQUIREMENTS FOR STRUCTURAL CONCRETE) 12. GRIND EXPOSED WELDS SMOOTH AND FLUSH, TO MATCH AND BLEND WITH ADJOINING SURFACES. 13. RESULTS FOR ALL CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE ATI THE JOB SITE FOR REVIEW BY THE INSPECTOR 13. PROVIDE ONE SHOP COAT OF A RUST INHIBITIVE PRIMER TO ALL STRUCTURAL STEEL MEMBERS. DO NOT PAINT SURFACES TO BE WELDED,' EMBEDDED IN CONCRETE OR MASONRY, OR CONTACT SURFACES OF FRICTION CONNECTIONS. 14. ALL METAL STUDS TO BE SJ SERIES AND HAVE SECTION PROPERTIES GREATER THAN OR EQUAL TO THOSE AS PUBLISHED BY UNIMAST INC_, MARROW GA 15. ALL STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 STRUCTURAL WELDING CODE BY AMERICAN WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. SYMBOLS: - INDICATES ELEVATION- 1 - INDICATES COLUMN LINE- - INDICATES FILLED CELL DESIGNATION. - INDICATES MOMENT CONNECTION, A- INDICATES FOUNDATION DESIGNATION- 1 INDICATES SECTION MARK. S1 0 - INDICATES REVISION MARK. TILT -UP NOTES: P P 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 S I U N 0 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. 3. PANELS WITH A SINGLE MAT OF REINFORCEMENT ARE TO HAVE THE VERTICAL STEEL PLACED AT THE CENTER OF THE PANELS STRUCTURAL THICKNESS. 4. PANELS WITH A DOUBLE MAT OF REINFORCEMENT ARE TO HAVE A CLEAR DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND 3/4" TO THE EXTERIOR OF THE BUILDING. 5, ALL "WET SET EMBEDS ARE TO HAVE (1) 1/4' DIAMETER HOLE SHOP DRILLED EVERY 6" o,e, TO PREVENT AIR VOIDS FROM ',FORMING. 6. ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. 7, PROVIDE 1/2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O. 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE CONTRACTOR FOR THE ENGINEERS REVIEW_ 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS FOR ALL EMBEDDED ITEMS_ 11, TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION_ 12. CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH BEFORE CONSTRUCTION LOADS ARE APPLIED. 13. CONTRACTOR IS TO ENSURE THE TOP ELEVATION OF ANY "DEADMEN" USED ON THIS PROJECT IS SUFFICIENTLY BELOW FINISHED FLOOR SO CONSTRUCTION CAN PROCEED WITH OUT THE NEED FOR REMOVAL - 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, SCUPPERS, AND ANY OTHER MISC. EMBEDDEDI ITEMS. 15. PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF DECK ARE IN PLACE 16, FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED. ADDITIONAL FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED PROFESSIONAL ENGINEER. L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF ROOF -TOP UNIT. USE L 3x3x1/4" IF WEIGHT OF UNIT IS LESS THAN 1,500 LBS_ USE L 4x4x1/4" IF WEIGHT OF UNIT IS BETWEEN 1,500 AND 3,000 LBS_ IF ROOF -TOP UNIT's WEIGHT EXCEEDS 3,000 LBS., SEE ROOF FRAMING PLAN FOR SPECIAL FRAME ---7 PROVIDE P -T. 2x4 BLOCKING UNDER ROOF DECK BELOW PERIMETER OF CURB WHERE REQUIRED TO PREVENT DECK FROM CRUSHING UNDER THE WEIGHT OF ROOF -TOP UNIT. 3/16" 1" 3/16" 1A 1/4" L6x4x3/8" S,L,V, l x 6" LONG SEE FRAMING PLAN FOR JOIST SIZE JL DECK I AT r2'� SECTION 1UCT RS -1.0 SCALE: NONE IS KCS JOIST SEE ROOF PLAN TYPICAL RTU SUPPORT FRAME 3 SECTION SCALE: NONE RS -10 SCALE` NONE LOAD NOT AT TOP CHORD PANEL POINT V/z L2X2X1/4" FROM LOAD POINT TO BOTTOM CHORD PANEL POINT. CONCRETE LAP SPLICE NOTES: 1. SCHEDULE I APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - BOTTOM HORIZONTAL BARS OF BEAMS, SLABS JOISTS AND WALLS. - TOP HORIZONTAL BARS OF SLABS 14" OR LESS IN DEPTH. VERTICAL BARS. 2, SCHEDULE "II" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, TOP HORIZONTAL BARS OF BEAMS AND JOISTS. - TOP HORIZONTAL BARS OF SLABS GREATER THAN 14" DEEP. ALL HORIZONTAL WALL REINFORCEMENT (EXCEPT BOTTOM BARS). 3, SCHEDULE "III" APPLIES FOR ALL COMPRESSION LAPS. 4. ALL LAP SPLICES SHALL BE WIRED IN CONTACT. 5, ALL TENSILE LAP SPLICES SHALL BE "CLASS B" U.N.O. 6. ALL SPLICES OF WALL AND SLAB REINFORCEMENT SHALL BE STAGGERED AS SHOWN_ 7. THE SMALLER LAP SPLICE LENGTH MAY BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR TENSION. THE LARGER LAP SPLICE LENGTH SHALL BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR COMPRESSION, 8. LAP LENGTH SPECIFICALLY CALLED OUT ELSEWHERE IN THE DRAWINGS SHALL GOVERN OVER THE LAP LENGTHS IN THIS SCHEDULE. 9. MECHANICAL BAR CONNECTORS THAT ARE 125% OR STRONGER THAN THE BARS BEING LAPPED MAY BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF THE CONTACT LAP LENGTHS GIVEN. ADJUSTMENT(S) TO GIVEN LAP LENGTHS. 1. LAP LENGTHS. GIVEN ARE FOR A CONCRETE COMPRESSIVE STRENGTH, f'c, OF 3000 p-s.i, IF A HIGHER STRENGTH CONCRETE IS USED, THE CONTRACTOR MAY REDUCE THE GIVEN TENSILE LAP LENGTHS BY THE FOLLOWING FACTORS: - Vc = 4000 p_s_i_, MULTIPLY LAP LENGTH BY .86. - Vc = 5000 p_s-i.,- MULTIPLY LAP LENGTH BY .77. 2. IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE TENSILE LENGTHS BY 50%_ 3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE TENSILE LENGTHS BY 30%. 4. LAP LENGTHS SCHEDULE ASSUMES: A. CLEAR COVER IS GREATER THAN BAR DIAMETER_ B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS. C. TRANSVERSE REINFORCEMENT INDEX, Ktr, IS ZERO. IF EITHER CONDITION A OR B IS NOT MET, FOR A GIVEN BAR, INCREASE THE SCHEDULED LAP LENGTH BY 50%. 5, LAP LENGTH SCHEDULED ARE FOR Gr 60 REINFORCEMENT (fy = 60 k.s-Q. FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 0 I- w LAP.LENGTH o wof W o �`- PER SCHEDULE U 0_ Q � LL w LJ ww FREE EDGE U Q✓ t7 • •< v TRANSVERSE REINFORCEMENT CLEAR SPACING TAGGER 12d TYPICAL REINFORCED 12" MIN. CONCRETE MEMBER WALL AND SLAB (SECTION) SPLICE DETAIL (PLAN OR ELEV-) L2X2X1/4" FROM LOAD POINT TO TOP CHORD PANEL POINT HANGING LOAD NOT AT BOTTOM CHORD PANEL POINT 4 CONCENTRATED LOAD ON JOIST DETAIL -I-0J SCALE: NONE SCHEDULE I BAR SIZE COLUMN FOOTING SCHEDULE CLASS B #3 17" 22" FOR 3,000 P.S.F. SOIL BEARING CAPACITY 28" 36" MARK 33" AREA THICKNESS REINFORCEMENT QA 2'-6" 55" SQUARE 1'-0" 62" 4-#3 BARS X 2'-0" 11 E.W. Q 3'-0" SQUARE 1'-0" 4-#4 BARS X 2'-6" E.W. 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E.W. Q 4'-0" SQUARE 1'-0" 5-#4 BARS X 3'-6" E.W. 4'-6" SQUARE 1'-0" 4-#5 BARS X 4'-0" E.W. Q 5'-0" SQUARE 1'-0" 5-#5 BARS X 4'-6" E.W. 5'-6" SQUARE 1'-1 " 6-#5 BARS X 5'-0" E.W. Q 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E.W. QI 6'-6" SQUARE 1'-4" 8-#5 BARS X 6'-0" E.W. Q 8'-6" SQUARE 1'-6" 10-#6 BARS X 8'-0" E.W. 3,_0„ X 5r_0„ 1'_0 ° 4-#4 5-#5 BARS BARS X X 4'-6 2,-6,, " SCHEDULE I BAR SIZE BAR SIZE CLASS A CLASS B #3 17" 22" #4 Z2" 29„ #5 28" 36" #6 33" 43" #7 48" 63" #8 55" 72" #9 62" 81" #10 70" 91" 11 78" 101" SCHEDULE II BAR SIZE CLASS A CLASS B #3 22" 28"- #4 29" 37" #5 36" 47" #6 43" 56" #7 63" 81" #8 72" 93" #9 81" 105" #10 91" 118" #11 101" 1 131" SCHEDULE III BAR SIZE SPLICE LENGTH #3 12" #4 15" #5 19" #6 23" #7 27" #8 30" #9 34" #10 38" #11 42" 1ftNkVW PHILLIPS P A R T N E R S H I P Architecture - Interior Design -Planning "loft 770.394.1314 K J E F G H A=ANCHORB C D CONSULTANT HAYNES9 UIPSON ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL I REVISIONS # DATE DESCRIPTION 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NOS 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 DHURWG DRAWING TITLE GENERAL NOTES SHEET NUMBER RS=l ■ ■ SUITE 400 ■ ATLANTA; GEORGIA 30328 G FE.8 E.5 E 3" 29'-1'1 " 16'-2" 13'-9" 20'-10" 2'-3" I SSG 11" 1'-31p D9O FTG. L00 AF ,s6+ I � c� vi 64 N � A CJ L3 - rL Frc. 5'-0" IDOURBACK STRIP 6+/ AROUND PERIMETER OF R PANELS. CAST AFTER N N41 I I PANELS ARE ERECTED. vX 17 1 N-4. I 1 I 1 0 5-6. 110 i' %zLo I QQ ¢ /' /' / Q / r 41'-8" 20'-10" ADJACENT TENANT WALL. D) 20'- 10" L - - - 20'-10" 4" 2" _. -. - - - _._..._:._-`I�I P. U.N 0. 61, B/TRDN. O SHOP "RA 4", 3000 P.S.I. CONCRETE SLAB ON GRADE, REINFORCE WITH 6x6 -W 1.4xW 1.4 W_W_F_ ATOP', VAPOR BARRIER FIN. FLR. ELEV. = 54.67' (VERIFY W/ ARCH.) REF, FLR_ ELEV. _ (0'-0") 44'- x3'; 0"x2• /-0 ;'1`K. fG. i -#,5, BARS TOO AND BO'f. A D IS TIES x 2'-6//i 12 9_C, / 1 i• //y i f / , fI, ADJACENT TENANT F.F.E. = 54.67' 0 41 '-8„ 20'-10" 20'-10" 2" TS s+ .7 += K-1 FOUNDATION PLAN -2.1 SCALE_ /$" 1'-0" NOTE: 1- PROVIDE ECCENTRIC BASE PLATES FOR ALL COLUMNS CLOSER THAN 6" FROM TO F/ PANEL. S I] A Z 2' -11/2" 3�.t-t 13'-81/2" 16'-21/2„ �S 1'-31/2.. 1'-1" �\tK LL 10( 01 01 /K\ 1 -O A LL __. A A 4i N 5'-0" POURBACK ,ik I ISOLATIONPOCKET TYP. AROUND PERIMETER PANELS, CAST AFTER SEE 1/R -4.1 PANELS ARE ERECTS . rrc. Q I F 4t J T/FTG. _ +\� 00 d VERPOUR FTG. 6" ¢ WIDER THAN ARCH. BUMP OUT I ; / 3 jF— NOTE TO CONTRACTOR CONTRACTOR TO THICKEN SLAB TO 5" MINIMUM IN AREAS TO RECEIVE CRANE TRAFFIC / LOADS CONTRACTOR IS RESPONSIBLE FOR ADEQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGERS AND TRACK LOADS. MAINTAIN SAME STRENGTH AND REINFORCING IN 5" SLAB AS SUPPLIED FOR 4" SEGMENTS_ PHILL�IPS P A R T N E R S H I P Architecture • Interior Design •Planning "wm 770,394.1616 1�x 770.3941314 K J VA=ANCHORBC D E F G H CONSULTANT HAINES, IPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLEE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE. DESCRIPTION This document is ®Phillips partnarship, PG and is n id on Instrument of Service and is sol for use with considered solely 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 SHOPS BUILDINGS PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT t, v b n tµ NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 64x-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOPS "A" FOUNDATION PLAN SHEET NUMBER RS=2ml (a) (b) INDICATES (a) = TOP (b) = TOP STEP IN CONTINUOUS FOOTING OF FOOTING 0 LOW SIDE OF FOOTING 0 HIGH SIDE NOTE= 1. PROVIDE ECCENTRIC BASE PLATES FOR ALL COLUMNS CLOSER THAN 6" FROM TO F/ PANEL_ PHILLIPS' P A R T N E R SIH I P Architecture - Interior Design • Planning > 770.394.1616 770.3943314 K J A ANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT ,m NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 64"566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOPS 111311 FOUNDATION PLAN SHEET NUMBER RS=2m2 9000 PARK WEST SUITE 400 ATLANTA, .• 1 0 i 00 C� 1 FOUNDATION PLAN RS -2. SCALE: 1/8" = 1'-0" NOTE: 1. PROVIDE ECCENTRIC BASE PLATES FOR ALL COLUMNS CLOSER THAN 6" FROM lZ_ TO F/ PANEL. P:H ILLIPS. P A R T N E R S H I P Architecture - Interior Design - Planning How 770.394.1616 ax 770.3943314 K J J:A ANCHOR C B D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENC€VILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL :i REVISIONS # DATE DESCRIPTION This document is 0 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER f0� SANFORD, FLORIDA CLIENT r Y' S r 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 DHL/RWG DRAWING TITLE SHOPS "C" AND "D" FOUNDATION PLAN SHEET NUMBER RS=2m3 'i00 CENTRAL PAIRK WEST SUITE .r. GEORGIA l C101 Cal M C M C60, OE D.9 C) Lc•.�J C.1 [ B' C& A.5 A.1 n CZ) ra m :55 0 ( 5 ( Z 65 9 10 0O N PLAN 0" LATES FOR ALL COLUMNS E D G H U, A CLOSER THAN 6 FROM L 10 F/ PANEL. 111WIM11MM11' PHILLIPS P A R T N E R S H I P Architecture - Interior [resign -Planning 770.394.1616 In 770.3943314 K J A ANCHOR OZEI D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 40 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS BUILDINGS 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 DHURWG DRAWING TITLE SHOPS "Ell FOUNDATION PLAN SHEET NUMBER RS=2m4 m 3"T 129'-6" T 3" 2,-7'1 24'-9" 25'-5" 39'-4" 40 -0" 20'-41/2» 21'-33/4" 21'-33/4" 1'-3-1/2„ 7" 1 '-2"0 REP -2 REP -1 L ITT 3$4" 3'-4" 14'-73/4,. _ 6 & T _ OPENING AK n TY. U,N,O, r 77 /T / 7 C% 7 i a f, / Y F1Tc. +ly /%i , B TRDN. _ +� ��+ l /`/ % �,`° B/TRDN. I / ; ' / (-1 —4) '-4") (-1 f // / T/FTG. r _ AROUNL P RRIMETEROF N PANELS C ST AFTER PANELS A E ERECTED. q FTC,. o, °) AAF j O / 3z 3r 2 ct I I T/FTG_ /I f o r n i ' j, r,/ 0 I T/F7G. �� -I-/FTG = l f `` / t T/FTG _ (-1 -4) (-1 '-4") ;� % /% ; ' i i r 1,-4„ a I / , l / N 5'-0" POURBACK STRI AROUND PERIMETER OF PANELS. CAST AFTER SLABE LAB EPANELS ++ ARE ERECTED. 0V -i0 0 IIt Q ff' I � ` / ` // /;` W ! f f B/TRDN. 8=36/_/i ,%—/ �` f`% ,r/l' j r1' /1 %/ /,; % N /;/f' ,�. f ; % LAB ;LEAVE /4,' /'IIIIIIIIIr N %lf/9//' �I/ //i; //fr l ,,/',% /`r% / %OUT T/FTG/ + J� jncQ�N ,//-�Wir flf /Srf / +1 / r l(� (vjQ ,4',/ ��6BG` ✓jf_ _!„; ir ;„/ �)iiC-lo IM/% -`,r r ' �' ;�rI1I 17 ja Frr. �is _ C.J. 7 / Q - . ,f-Sll`' 3/4 3`4„ d 7G\ OPENING OPENING / REP -6 REP -7 T/FTG ,) 4 / '„ 4 24 ( _CNN 04 SHOP R � + cm 4", 3000 P.S.I. CONCRETE SLAB r,r'/� . ON GRADE_ REINFORCE WITH 6x6-W1.4xW1.4 WWF.0 °o° C,J_ ATOP VAPOR BARRIER ,rl 0 FIN . . . j ¢. l/(VERIFY W/ ARCH_ ' A 1-4 z REF. FLR_ ELEV. 0-0 1,5of, O 7 -O % ISOLATION POCKET 5,`SrS TYP. SEE 1/RS-4.11'7C_J_5 i 1-4") �III/IIIj GI CL II O Q w N Cr SLAQ/LEAV O OUT Ld C C.J_ o 10 Uj to S76. 01N ,*w E L /SIM 4 ir f C.J. l _— T/FTG_ I (-1-4") TO CONTRACTOR 5'-0" POURBACK STRIPNOTE AROUND PERIMETER OF CONTRACTOR TO T ICKEN SLAB TO 5' MINIMUM IN AREAS TO RECEIVE z PANELS. CAST AFTER iNdnV TRAFFIC / CRIBBING TO PREVENT LOADS.CRANE a PANELS ARE ERECTED. SLAB CRACKING UNDER OUTRIGGERS ND TRACK LOADS. MAINTAIN SME S STRENGTH AND REINFORCING IN 5" SLAB AS T/FTG_SUPPLIED N FOR 4" SEGMENTS. U S-4.A F x Frc. lr= mj I REP -13 20'-9” 19'-0" 20'-7"17 1_7/2» 7” 1 FJUNDAT I 21'-01/2 2" R—r SCALE: 1/8" 1'- 40v_0" 25'-0" 25'-0" 39'-9" NOTE: 50',-0" 79'-9" 3" 1_ PROVIDE ECCENTRIC BASE P m :55 0 ( 5 ( Z 65 9 10 0O N PLAN 0" LATES FOR ALL COLUMNS E D G H U, A CLOSER THAN 6 FROM L 10 F/ PANEL. 111WIM11MM11' PHILLIPS P A R T N E R S H I P Architecture - Interior [resign -Planning 770.394.1616 In 770.3943314 K J A ANCHOR OZEI D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 40 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS BUILDINGS 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 DHURWG DRAWING TITLE SHOPS "Ell FOUNDATION PLAN SHEET NUMBER RS=2m4 m NOTE TO CONTRACTOR CONTRACTOR TO THICKEN SLAB TO 5" MINIMUM IN AREAS TO RECEIVE CRANE TRAFFIC / LOADS. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGERS AND TRACK LOADS. MAINTAIN SAME STRENGTH AND REINFORCING IN 5" SLAB AS SUPPLIED FOR 4" SEGMENTS. ('I FOUNDATION ]PLAN RS -2.5 SCALE: 1/$» = 1'-0" NOTE: 1. PROVIDE ECCENTRIC BASE PLATES FOR ALL COLUMNS CLOSER THAN 6" FROM q TO F/ PANEL_ IJHILLIPS PARTNERSHIP Architecture - Interior Design •Planning "wA 770.394.1616 Ift 770.394.1314 K J AANCHOR C E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 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 SHOPS BUILDINGS PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT .`z NORTH AMI ICAN PROPEMES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6568 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOP'S 'IF" FOUNDATION PLAN SHEET NUMBER RS=2m5 '111 CENTRAL PARK WEST SUITE • 11 GEORGIA1 II 04, � - z 0 N U I "� ROOF FRAMING PLAN SCALE:/g" = 1' -0 - NOTE: L1 — INDICATES L4x4x�/4 DRAG STRUT. SEE 5/RS-5.4 FOR DETAILS. COMBO 1: W14x22 T/STEEL TS9x6x �/4 B/STEEL = (12'-3") TS9x6x�/4 B/STEEL = (9'-3") COMBO 2:-W14x22 (CANT.) T/STEEL = (VARIES) TS9x6x1/4 B/STEEL = (12'-3") TS9x6x1/4 B/STEEL = (9'-3") TS6x6x 1/4 T/STEEL = (2'-10'/2") D.B.= TS 6x6xl/4 I A. 16'-21/2 3" 2,_ 11/2" 1 S-5. `cv i 99 100 EXTEND ENDS cv 0 AT EACH END' d 4 EQ SPACE 0 4'-7_1v" Z j �N 2 Us o o Q �L T/STEEL = o W14x22 T/STEEL = (29'-101/2„) 2 TOWER FRAMING PLAN RS—M SCALE: 1/$” V-01" 11 1 PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning "wo 770.394.1616 R" 770.394.1314 UM K J ZAANCHOR g C D E F G H CONSULTANT HRIES, GIPSON & A►SOCIAT°ES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL I l I REVISIONS # DATE DESCRIPTION This document is 0 Philips 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT ffPf NORTEI 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 DHURWG DRAWING TITLE SHOPS "A" ROOF FRAMING PLAN SHEET NUMBER RS=3ml •eee CENTRAL PARK SUITE gee GEORGIA30328 5 7 Q _ 17-101 , (, (16'-21/2-) 24KCS3 �n 2 rJ-S. 2500# MAX L= RTU -1 p ai z z -� d O 24KCS3 - io chl In _ I CONT. C6x8.2 3 -5. N 24K7 . W/ 1/4"x 12" Ft'_ B.T.J. hF— - I CONT. 1-6x6x5/� 24KCS3 to W/ 3/x 12" R 2500# MAX ( RTU -2 2 0 S-5. in O CD n v is N 24KCS3 W12x14 ZY CONT. C6x8.2 _5 T/STEEL = Q rn I� I 24K7 W/ 1/4"x 12" 0) o d p -. CONT. L6x6x5/16 -dam to U Q d I 24KCS3 z Y W/ 3/8»x 12» R 2500# MAX W Q W Q `- N 6 RTU -3 L J W W $-5. N Q W p- O N- X I -pp�Q 24KCS3 a W � ¢ v N O o LCL Z w CONT. L6x6x /16L 2 W2 r `� W/ 3/g,x 12" R S-5_ m \N ¢ Q 1 ^, Q U q �� - CONT. G6x8.2 1/4„x �B.T W/ 12„ J_ B.T.J. UtL c0 24K7 24KC33 0 'I 5 S5 W12x14 �I 4 2500# MAX RTU -4 iQ cta to I O m o 24KCS3 C� O li n d- N Y rn 0 Q 24KCS3 2500# MAX �¢ RTU -5 I. In m 24KCS3 ¢ o d' N 1/13S-5.4 �¢ -40- (16'-21/2,.) W1 8X35 `o to- W 18x35 (17'-101/2") JOINT P 40'-0" 3» 2'-7” ILI 80' 0" �9 rM I ri_" ROOF FRAMING PLAN �3.2SCALE: NOTE: COMBO 1: W 14x22 T/STEEL = (17'-8n) TS9x6x1/4 B/STEEL (12'-3") TS9x6x 1/4 B/STEEL (9'-3") A.1 (± ) ()z 1I ))0 P HsILLIPS P A R T N E R S H I P Architecture . Interior Design -Planning Plw* 770.394.1616 w 770.3943314 K J [A=ANCHORB C v E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 40 Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below.' rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER c (� SANFORD, FLORIDA CLIENT �qt NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645.8566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHL/RWG DRAWING TITLE SHOPS "13" ROOF FRAMING PLAN SHEET NUMBER RS=3m2 1 \ ROOF FRAMING PLAN T2191 SCALE: �/8" = 1' -0 - NOTE: COMBO 1: W1422 T/STEEL = (17'-8") TS9x6x1/4 B/STEEL (12'-3") TS9x6x'/4 B/STEEL = (9'--3") i PHILLIPS loon P A R T N E R S H I P Architecture - Interior Design a Planning 00* 7703941616 R 770.394.1314 K J i i TAANCHOR 8 C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL 1 e. REVISIONS # DATE DESCRIPTION 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 SHOPS BUILDINGS PRCIJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NOKM 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 DHURWG DRAWING TITLE SHOPS '"C" AND "D" ROOF FRAMING PLAN SHEET NUMBER RS=3m3 -cr) I o) n 0 I U N I _ E 3" 129'-6" 24'-9" 25'-5" 39'-4" 2'-0" 2 5 1 I S-5. COMBO '3 COMBO 3 0L_ — wl (16, 21/2„� 0 24KCS3 � 5 RTU -7 of CONT. 6x6x /1 S 5. m� W/ /g x 12” L1 24KCS3 001 CONT. C6x8.2 Ct T, L6x x 5/1 W/ 1/4"x 1 �' FL' 3/„x 1 R s _/ 3'c x LQ i_ L 1 L 1 _ W/ 2 -"EXP, BOLTS TO PANEL. WELD R TO L_ Y 24KCS3 3 > CONT. C6x8.2 W/ '/,-x 12" FL' 00 ¢ RTU -5 3 4,r 4 -4 / 24K7 0 5'- " 0 C 5'-8" 4'-5" 24K7 5'-1" 0 C 5'-'1" 24KCS3 FOR JOIS GIRDERS: TS 2i/2,2/213D 2,2 /zx3 RID AND WT3x .5 DECK TRANSITIO -� 4G 5N I I 8_5K _ I I W 1140 4'-43/4" 241< 0 5'-0" Q.G. 5'--8" 4'-5" 241< 0 5'-1 " O.C. 5'- i1 " U.N.O. U.N.O. T i RTU -1 RTU -2 ,� ,� RTU -3 RTU -4 Y Y Y N 25A0N N N 250 N N N z5a� N N 25a� N MMA MA MA E 25'-0" 50' 0" D 6 II 24KCS3 o >,� F -A RTU16 24KCS3 24KCS3 . -� X RTU -7 24KCS3 A.5 401-0 17'-7'8" 20'-41/2" W14x22 L3x3x 1/4 x 8" LONG _ _ 2- EXP_ BOLTS TO -W14x22(4-5ANEL. WELD R TO L. F�l COMBO2 COMBO 2 J CONT. N T. Lc6 2 "5/1 J 18' -101/2.,) -- — / /gIE 4 6 0 M x 0 0 2 V -9" 5' -0" S-5. CONT. C5x8.2 CONT. C6x8.2 W/ /4"x 12" W/ /4.,x 12" R to CONT. L6x6x 5/i 6 o6 W „x 12" It z co 0 o CONT- C6x8.2 W14x22 o W !/4-x 12" R 5. 0S -S. ^1 '1-* (n 1L 1 0 O W/ 3/6"x 12" T_ N L6x6x5/16 3 CONT. C6x8.2 S-5 L 1 I 1 I 24KCS3 I7 to Y ¢ z 00 RTU -8 O or- dQ- 1-8 Imo%' I 0 w `Ld � d< � z L¢ Z 24KCS3 J w � N O m ¢ Q L o U I O ¢ N w a U �- �my in a CONT. L6x6x5/ O o ANO=LLJ W/ 8 "x 12” 0 0 CONT. C6x8.2 m 24KCS3 r` w 0 W 3 "x 12" 1 N m, T L6x6x5/1 N 24KCS3 24KCS3 RTU -10 I/• i 24KCS3 24KCS3 XRTU-11 24KCS3 24KCS3 MRTU 12 24KCS3 24KCS3 �RTU•13 24KCS3 i 24KCS3 MRTU-14 24KCS3 4 (17'-21/2") 25'-0„ 39'-9" C LO cc) z rn O MY L I7 LO o6 Y ¢ z 00 dQ- 0 c6 z 0 CONT. L6x6x5/16-/ W %"x 12" T O M ,0 3 V S-5. 1 0 M O U 2 O M O V _ J r O m O U s O m O U I 0 N b �n N 0 4 N PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning 770.394.1616 770.394.1314 K J V- A ANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & SOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL I REVISIONS # DATE DESCRIPTION This document is b 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 reproducedwithout the prior written consent of Phillips Partnership. PC. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER C) SANFORD, FLORIDA NOTE: CLIENT L1 - INDICATES L4x4x I/4 DRAG STRUT. SEE 5/RS-5.4 FOR DETAILS - COMBO 1: W14x22 T/STEEL = (18'-8") TS9x6x1/4 B/STEEL = (12'-3") TS9x6x1/4 B/STEEL = (9'-3") COMBO 2: W14x22 T/STEEL = (VARIES)' TS9x6x1/4 B/STEEL = (12'-3") NOUHAMERICANPROPMES 1 , NORTH AMERICAN PROPERTIES -ATLANTA TS9x6x /4 B/STEEL = (9, -3') 1080 HOLCOMB BRIDGE ROAD TS6x6x1/4 T/STEEL = (2'-101/2") BUILDING200, SUITE 150 ROSWELL, GA 30075 COMBO 3: W14x22 T/STEEL = (VARIES) TEL (770) 645-6566 FAX (770) 643-9540 TS9x6x1/4 B/STEEL = (12'-3") PHILLIPS JOB NUMBER TS9x6x1/4 B/STEEL = (9'-31)) 0208616 ISSUE DATE COMBO 4: W14x22 T/STEEL = (16'-0" 05/14/04 DRAWN BY/CHECKED BY TS9x6x 1/4 B/STEEL = (12'-3") DHL/RWG TS9x6x1/4 B/STEEL = (9'-3") DRAWING TITLE TS6x6x1/4 T/STEEL = (2'-101/2") SHOPS E�� , ROOF FRAMING PLAN I SHEET NUMBER i r 1 ROOF FRAMING PLAN RS -3. RS -3.4 SCALE: 1/g" _ 1'-0" I7 3 `V CONT. C6x8.2 S-5. W7 12„ 24K7 N U O a CONT. L6x6x5/ O o W/ 8 "x 12” 0 0 CONT. C6x8.2 m U7 r` W '/,"x 12" R W 3 "x 12" 1 N 3 L6x6x5/1 N =5. -' (18'-101 „) COMBO 2 1 0 IV _10-L3x3x i/4 x 8" LONG W/ 2- EXP. _BOLTS TO PANEL. WELD IE TO L. 21 ' .01/2 18'-111/2" 40'-0" 79'-9" 3" H A. A.1 A I 0 N b �n N 0 4 N PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning 770.394.1616 770.394.1314 K J V- A ANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & SOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL I REVISIONS # DATE DESCRIPTION This document is b 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 reproducedwithout the prior written consent of Phillips Partnership. PC. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER C) SANFORD, FLORIDA NOTE: CLIENT L1 - INDICATES L4x4x I/4 DRAG STRUT. SEE 5/RS-5.4 FOR DETAILS - COMBO 1: W14x22 T/STEEL = (18'-8") TS9x6x1/4 B/STEEL = (12'-3") TS9x6x1/4 B/STEEL = (9'-3") COMBO 2: W14x22 T/STEEL = (VARIES)' TS9x6x1/4 B/STEEL = (12'-3") NOUHAMERICANPROPMES 1 , NORTH AMERICAN PROPERTIES -ATLANTA TS9x6x /4 B/STEEL = (9, -3') 1080 HOLCOMB BRIDGE ROAD TS6x6x1/4 T/STEEL = (2'-101/2") BUILDING200, SUITE 150 ROSWELL, GA 30075 COMBO 3: W14x22 T/STEEL = (VARIES) TEL (770) 645-6566 FAX (770) 643-9540 TS9x6x1/4 B/STEEL = (12'-3") PHILLIPS JOB NUMBER TS9x6x1/4 B/STEEL = (9'-31)) 0208616 ISSUE DATE COMBO 4: W14x22 T/STEEL = (16'-0" 05/14/04 DRAWN BY/CHECKED BY TS9x6x 1/4 B/STEEL = (12'-3") DHL/RWG TS9x6x1/4 B/STEEL = (9'-3") DRAWING TITLE TS6x6x1/4 T/STEEL = (2'-101/2") SHOPS E�� , ROOF FRAMING PLAN I SHEET NUMBER i r 1 ROOF FRAMING PLAN RS -3. RS -3.4 SCALE: 1/g" _ 1'-0" 0 to I 00 O 0 si- 0 1 b It I 0 I L3x3x '/4 x 8" LON W/ 2- EXP, BOLT PANEL. WELD If'_ TO 2 SIM_ rl"' ROOF FRAMING PLAN RS -3.5 SCALE: 1'-0" 0) I N 0 0 N b I 0 N 0 0 N 0 DRAG STRUT. SEE 5/RS-5.4 FOR (0 I 4 0 1 T/STEEL = (18'-8") N TS9x6x 1/4 B/STEEL 0 I a N 0 0 t a I 0 N 00 I 00 NOTE: 0 DRAG STRUT. SEE 5/RS-5.4 FOR DETAILS. COMBO 1: 0 1 T/STEEL = (18'-8") N TS9x6x 1/4 B/STEEL NOTE: L1 - INDICATES L4x4x1/4 DRAG STRUT. SEE 5/RS-5.4 FOR DETAILS. COMBO 1: W14x22 T/STEEL = (18'-8") TS9x6x 1/4 B/STEEL = (12'-3") TS9x6x'/4 B/STEEL = (9'-3") COMBO 2: W14x22 T/STEEL = (VARIES) T59x6x 1/4 B/STEEL = (12'-3") TS9x6x'/4 B/STEEL = (9'-3") TS6x6x 1/4 T/STEEL = (2'-101/2") COMBO 3: W14x22 T/STEEL = (VARIES) TS9x6x '/4 B/STEEL = (12'-3") TS9x6x'/4 B/STEEL = (9'-3") COMBO 4: W14x22 T/STEEL = (16'-0") TS9x6x '/4 B/STEEL = (12'-3") TS9x6x 1/4 B/STEEL = (9'-3") TS6x6x1/4 T/STEEL = (2'-101/2") PH�.ILLIPS P A R T N E R S H I P. Architecture • Interior Design •Planning "we 770.3941616 10 770.394.1314 K J UA ANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL iI � I I REVISIONS #. DATE DESCRIPTION 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. All rights reserved. This document moy not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT Y 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 DHL/RWG DRAWING TITLE SHOPS 'IF" ROOF FRAMING PLAN SHEET NUMBER RS=305 •®e0 CENTRAL PARK WEST 0 SUITE 400 GEORGIA INDICATES COLUMN CENTER SEE FOUNDATION PLAN FOR COLUMN SIZE AND ORIENTATION SLAB JOINT 1— z 0 to 2'-0" SQUARE OR ROUND ISOLATION POCKET SLAB JOINT NOTE: USE ROUND ISOLATION POCKET WHEN JOINTS WILL NOT INTERSECT Z CORNERS. 0 TYPICAL PLAN VIEW OF ISOLATION POCKET SCALE: NONE 1 7/4 - � 0,,J_ "v RCLARITY"`J"',,V"" 5 SECTION THRU OPENINGS SCALE: NONE SEE PLAN T/4 DEEP x 1/8" WIDE SAWCUT JOINT. FOR SLAB SAW AS SOON AS POSSIBLE WITHIN INFORMATION 24 HOURS AFTER PLACEMENT. �l .4 X' A U _. X-1 X7, —, x X _x X—X—X PLACEMENT NOTES: 1 MAX. AREA BOUNDED BY JOINTS = 400 SQ. FT. 2 MAX- SIDE RATIO = 2:1 3 PROVIDE AT ALL RE—ENTRANT CORNERS 10 TYPICAL CONTROL JOINT SCALE: 3/4" l'—O" CL JOINT 2'-0" 0 (2) #5 CORNER BARS_ 2" CL. TYP. TYPICAL MAN DOOR. ADD(2? #5 BARS x 4'-0" ,-0 , AT EACH CORNER. PANEL WIDTH + 1/2" 'ER 'LAN G.C. NOTE: G.C. NOTE: " G.C. NOTE: 31 VERTICAL PANEL, REINFORCEMENT TO BE STIRRUPS TO BE PLACED ON 14 VERTICAL PANED REINFORCEMENT TO BE PLACE ON A 3 1/16" TALL CHAIR. TALL CHAIR (NO REVEALS) AND 11/2" PLACE ON A 3 /16" TALL CHAIR. TALL CHAIR @ 3/4- REVEALS (2) #5 BARS CONT. AROUND ALL SIDES OF PANEL HORIZONTAL PANEL REINFORCEMENT 1/2" JOINT PER PANEL ELEVATIONS VERTICAL JAMB REINFORCEMENT CLR. - VERTICAL PANEL REINFORCEMENT \2 TYPICAL PER PANEL ELEVATIONS �C SEE PANEL ELEVATIONS L PER PANEL ELEVATIONS TYPICAL 2" CLR. 2" CLR_ 0_J 4 4 4 LL 7 0 4 4 4 1AA LL 4. 1 1. 1 4 74— EXTERIOR FACE 3/4" CHAMFER REVEALS (WHERE OCCURS) OF PANEL #3 BARS @ 6" O,C. 0 7 1 TYPICAL SEE ARCH FOR LOCATIONS 2 REVEALS (WHERE OCCURS) EXTERIOR FACE SEE ARCH FOR LOCATIONS .,CARRY HORIZ. BAR 24" PAST EDGE OF OPENING-' IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL w/. STD. 90* HOOK, NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL PLAN VIEW OF TILT-- V P JOINT NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB SCALE: NONE TYPICAL JAMB 1/2" PANEL JOINT SCALE: NONE G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" G.C. NOTE: TALL CHAIR (NO REVEALS) AND 11/2" VERTICAL PANEL. REINFORCEMENT TO BE TALL CHAIR @ REVEALS PLACE ON A 3' 16" TALL CHAIR_ VERTICALJAMB REINFORCEMENT PER PANEL ELEVATIONS 11— SEE PANEL ELEVATIONS 3A CLR. 3/4" CLR_ 4 41 #3 BARS 0 6" O.C. REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS CARRY HORIZ_ BAR THROUGH EXTERIOR FACE JAMB REINFORCING. IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL wl. STD. 90* HOOK. NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL STRONGBAND kRS-4.1 1 SCALE- NONE 1 1/2 -H TILT—UP PANEL ' .0 PER PLAN 3' MAX TI LT—UP PANEL PER PLAN SEE FOUNDATION PLAN T/ FOOTING ELEV. FOR COLUMN SIZE 4 (SEE PLAN) 4 T/ FOOTING ELEV. r, ISOLATION POCKET 4.,1 4' 4 (SEE PLAN) SEE I/RS-4.1 THIS SHEET .3,, CLR.- 4 2'— 0% Lij Z Lu V) T W W SEE GEOTECH FOR SAME SIZE AND NO- REQUIRED W V) SUB—GRADE PREPARATION AS TYPICAL FTG. REINFORCING SEE FOOTING SCHEDULE FOR SIZE & REINF. R 6" X 6" X 3/8" W/ 4— 1/2"0 X 3 1/2- LONG TYPICAL FOOTING STEP DETAIL (7\� TYPICAL INTERIOR FOOTING HEADED STUDS 1/2" JOINT SCALE: NONE SCALE: NONE 4 4 '4 . 4 :11" CLR_ NEW POUR OLD POUR 4 -7 4- 4 2'-0" 2'-0" L 4 X 4 x 3/8- X 0'-5" 1/. TOOLED RADIUS 1 CONN. 2'-0" A.F.F.) 18 1 CONN. 0 MID HEIGHT) 1 CONN. 1'-0'7 BELOW T/ WALL) EACH SIDE U.N.O. ON PANEL ELEVATION :.4 4- 4 4 5 4 0 F .16HT OW T/ WALL) ELEVATION I A4 44 4 SEE PLAN 4 FOR SLAB 4' THICKNESS INTERIOR EXTERIOR 1/2"0 SMOOTH BAR @ 12" O.C. 4 COAT BOTH SIDES OF BAR TO PREVENT BOND 11 TYPICAL CONSTRUCTION JOINT TYPICAL CORNER DETAIL SCALE: 3/4" 1'-0" 8 ( SCALE: NONE JOINT JOINT JOINT 2'-0" PANEL WIDTH + 1/2- -0 TYPICAL REINFORCEMENT SCHEDULE 2—h5's CONT. ALL SIDES TYP. PANELS VERTICAL REINF. SEE TYP_ REINF. SCHEDULE SHOP "A" SEE DETAIL 2/RS-4-1 FOR #5s @ PLACEMENT. #4s 0 ADD ADD'L (2) SHOP "B" #6 BARS EACH #5S 0 SIDE OF OPENING #4s 0 EM. 14" SHOP "C" -1 14- #5s @ 4' 0" #4s 0 M SHOP "D" #5s G.C. NOTE: G.C. NOTE: " G.C. NOTE: 31 VERTICAL PANEL, REINFORCEMENT TO BE STIRRUPS TO BE PLACED ON 14 VERTICAL PANED REINFORCEMENT TO BE PLACE ON A 3 1/16" TALL CHAIR. TALL CHAIR (NO REVEALS) AND 11/2" PLACE ON A 3 /16" TALL CHAIR. TALL CHAIR @ 3/4- REVEALS (2) #5 BARS CONT. AROUND ALL SIDES OF PANEL HORIZONTAL PANEL REINFORCEMENT 1/2" JOINT PER PANEL ELEVATIONS VERTICAL JAMB REINFORCEMENT CLR. - VERTICAL PANEL REINFORCEMENT \2 TYPICAL PER PANEL ELEVATIONS �C SEE PANEL ELEVATIONS L PER PANEL ELEVATIONS TYPICAL 2" CLR. 2" CLR_ 0_J 4 4 4 LL 7 0 4 4 4 1AA LL 4. 1 1. 1 4 74— EXTERIOR FACE 3/4" CHAMFER REVEALS (WHERE OCCURS) OF PANEL #3 BARS @ 6" O,C. 0 7 1 TYPICAL SEE ARCH FOR LOCATIONS 2 REVEALS (WHERE OCCURS) EXTERIOR FACE SEE ARCH FOR LOCATIONS .,CARRY HORIZ. BAR 24" PAST EDGE OF OPENING-' IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL w/. STD. 90* HOOK, NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL PLAN VIEW OF TILT-- V P JOINT NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB SCALE: NONE TYPICAL JAMB 1/2" PANEL JOINT SCALE: NONE G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" G.C. NOTE: TALL CHAIR (NO REVEALS) AND 11/2" VERTICAL PANEL. REINFORCEMENT TO BE TALL CHAIR @ REVEALS PLACE ON A 3' 16" TALL CHAIR_ VERTICALJAMB REINFORCEMENT PER PANEL ELEVATIONS 11— SEE PANEL ELEVATIONS 3A CLR. 3/4" CLR_ 4 41 #3 BARS 0 6" O.C. REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS CARRY HORIZ_ BAR THROUGH EXTERIOR FACE JAMB REINFORCING. IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL wl. STD. 90* HOOK. NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL STRONGBAND kRS-4.1 1 SCALE- NONE 1 1/2 -H TILT—UP PANEL ' .0 PER PLAN 3' MAX TI LT—UP PANEL PER PLAN SEE FOUNDATION PLAN T/ FOOTING ELEV. FOR COLUMN SIZE 4 (SEE PLAN) 4 T/ FOOTING ELEV. r, ISOLATION POCKET 4.,1 4' 4 (SEE PLAN) SEE I/RS-4.1 THIS SHEET .3,, CLR.- 4 2'— 0% Lij Z Lu V) T W W SEE GEOTECH FOR SAME SIZE AND NO- REQUIRED W V) SUB—GRADE PREPARATION AS TYPICAL FTG. REINFORCING SEE FOOTING SCHEDULE FOR SIZE & REINF. R 6" X 6" X 3/8" W/ 4— 1/2"0 X 3 1/2- LONG TYPICAL FOOTING STEP DETAIL (7\� TYPICAL INTERIOR FOOTING HEADED STUDS 1/2" JOINT SCALE: NONE SCALE: NONE 4 4 '4 . 4 :11" CLR_ NEW POUR OLD POUR 4 -7 4- 4 2'-0" 2'-0" L 4 X 4 x 3/8- X 0'-5" 1/. TOOLED RADIUS 1 CONN. 2'-0" A.F.F.) 18 1 CONN. 0 MID HEIGHT) 1 CONN. 1'-0'7 BELOW T/ WALL) EACH SIDE U.N.O. ON PANEL ELEVATION :.4 4- 4 4 5 4 0 F .16HT OW T/ WALL) ELEVATION I A4 44 4 SEE PLAN 4 FOR SLAB 4' THICKNESS INTERIOR EXTERIOR 1/2"0 SMOOTH BAR @ 12" O.C. 4 COAT BOTH SIDES OF BAR TO PREVENT BOND 11 TYPICAL CONSTRUCTION JOINT TYPICAL CORNER DETAIL SCALE: 3/4" 1'-0" 8 ( SCALE: NONE JOINT JOINT JOINT 2'-0" PANEL WIDTH + 1/2- -0 ADD (2? #5 BARS x 8'-0' AT EACH SIDE OF OPENING ADD (2� #5 BARS x 4'-0 AT EACH CORNER. FINISHED FLOOR ELEVATION_ EXTENDBAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. ('12'TYPICAL PANEL REINFORCEMENT kRS-4.1 1 SCALE: NONE 0 C, 4r- 1 (2) #5 CORNER ........... BARS- .......... .......... ........ 2—#5's CONT. ALL SIDES TYVL_=—_ SEE TYP. REINF. SCHEDULE 6 O............ SEE DETAIL 2/RS-4.1 FOR PLACEMENT- ........ (0 SEE Rs -4.1 ... ........... a- ........ .... ....... K3A'� .......... 2" CL. TYP. .............. ............. .......... ............ U.1 ............... > SEE PANEL ELEVATIONS E PANEL ELE 0 IONS W FOR JAMB REINF. FO STRONGBA REINF'7\.' .............. ............ POSS LE PENING ......... ........... .... ........ FINISHED FLOOR ............ ELEVATION. ............ .......... ........... ............ ............ ........... ........... ............ ............. CHAMFER ALL CORNERS OF OPENINGS. TYPICAL PANEL REINFORCEMENT RS -4.11 SCALE.: NONE E 6 "� 6 (4) — /2"s HEADED '/,,- JOINT L4x4x%" x 0'-5" 1 CONN- 2'-0" A. F. F.) 1 CONN. @ MID HEIGHT) 1 CONN: , l'—O" BELOW T/WALL) U.N:O. ON PANEL ELEVATION INTERIOR EXTERIOR TYPICAL CORNER DETAIL SCALE: NONE R 6" 6" 3/, " W1 HEADED" �X1/�STUDS (PP3)G 1" CLR. V V" _J o. L4x4x%" x 0'-5" 1 CONN. 2'-0" A.F-F-) 1 CONN. @ MID HEIGHT) 1 CONN. l'—O" BELOW T/WALL) U.N.O. ON PANEL ELEVATION TYP. 1/4 - INTERIOR EXTERIOR 9 � TYPICAL CORNER DETAIL —4.11 SCALE: NONE PHILLIPS P A R T N E R S H I P Architecture - Intedor Design - Fianning Pw* 7703941616 F" 7703943314 K A ANCHOR B C D CONSULTANT HNINES, GIPSON & A SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.4911.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is C) 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 moy not be reproduced without the prior written consent at Philrips Partnership, PC. TENANT I SHOPS BUILDINGS 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 DHURWG DRAWING TITLE FOUNDATION SECTIONS SHEET NUMBER TYPICAL REINFORCEMENT SCHEDULE PANELS VERTICAL REINF. HORIZONTAL REINF. SHOP "A" [RAP -1 —FRAP-41 #5s @ 18" #4s 0 14" SHOP "B" Fw----,] - RAP -41 #5S 0 18- #4s @ 14" SHOP "C" #5s @ 18" #4s 0 14- SHOP "D" #5s 0 16" #4s 0 14" #5s @ 18" #4s 0 14" SHOP "E- #5s 0 18" #4s @ 14" SHOP -F- #5s 0 18- #4s 0 14" ADD (2? #5 BARS x 8'-0' AT EACH SIDE OF OPENING ADD (2� #5 BARS x 4'-0 AT EACH CORNER. FINISHED FLOOR ELEVATION_ EXTENDBAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. ('12'TYPICAL PANEL REINFORCEMENT kRS-4.1 1 SCALE: NONE 0 C, 4r- 1 (2) #5 CORNER ........... BARS- .......... .......... ........ 2—#5's CONT. ALL SIDES TYVL_=—_ SEE TYP. REINF. SCHEDULE 6 O............ SEE DETAIL 2/RS-4.1 FOR PLACEMENT- ........ (0 SEE Rs -4.1 ... ........... a- ........ .... ....... K3A'� .......... 2" CL. TYP. .............. ............. .......... ............ U.1 ............... > SEE PANEL ELEVATIONS E PANEL ELE 0 IONS W FOR JAMB REINF. FO STRONGBA REINF'7\.' .............. ............ POSS LE PENING ......... ........... .... ........ FINISHED FLOOR ............ ELEVATION. ............ .......... ........... ............ ............ ........... ........... ............ ............. CHAMFER ALL CORNERS OF OPENINGS. TYPICAL PANEL REINFORCEMENT RS -4.11 SCALE.: NONE E 6 "� 6 (4) — /2"s HEADED '/,,- JOINT L4x4x%" x 0'-5" 1 CONN- 2'-0" A. F. F.) 1 CONN. @ MID HEIGHT) 1 CONN: , l'—O" BELOW T/WALL) U.N:O. ON PANEL ELEVATION INTERIOR EXTERIOR TYPICAL CORNER DETAIL SCALE: NONE R 6" 6" 3/, " W1 HEADED" �X1/�STUDS (PP3)G 1" CLR. V V" _J o. L4x4x%" x 0'-5" 1 CONN. 2'-0" A.F-F-) 1 CONN. @ MID HEIGHT) 1 CONN. l'—O" BELOW T/WALL) U.N.O. ON PANEL ELEVATION TYP. 1/4 - INTERIOR EXTERIOR 9 � TYPICAL CORNER DETAIL —4.11 SCALE: NONE PHILLIPS P A R T N E R S H I P Architecture - Intedor Design - Fianning Pw* 7703941616 F" 7703943314 K A ANCHOR B C D CONSULTANT HNINES, GIPSON & A SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.4911.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is C) 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 moy not be reproduced without the prior written consent at Philrips Partnership, PC. TENANT I SHOPS BUILDINGS 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 DHURWG DRAWING TITLE FOUNDATION SECTIONS SHEET NUMBER FINISHED PER CIVIL FLOOR SLAB PER FOUNDATION PLAN F_ FLOOR ELEV_ (0'-0") #4 BARS x 4'-6" 0 2, NOTE; AT SIM. NO SLAB ADJACENT TO TILT -UP PANEL, KTSECTION AT WALL RS -4.2 SCALE: 3/4" = 1'-0" c=c MAKIM M CX/ATI1-1AIC F. FLOOR ELEV. (0'-0") SECTION AT COMMON WALL SCALE: 3/4 1'-0" FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV. (0'-0") RS x 4'-6" 0 24 O.0 FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV_ (0r-0") 1> #4 BARS x 4'-6" 0 24" O.C. NOTE: 2X4 BEVELED KEY 24 GA. GALVANIZED CONTINUOUS PRE -SHAPED KEY MAY BE SUBSTITUTED SEE PLAN Wt 1 I— `t #4 CONTINUOUS 5 TYPICAL KEY JOINT AT SLAB LEAVE OUT SEE PLAN FOR SLAB INFO_ T_ FOOTING ELEV SEE PANEL ELEVATIONS FOR TYPICAL REINFORCEMENT_ #5 ALIGNMENT DOWELS BY TILT -UP SUBCONTRACTOR - 3- #4 CONT. BARS #4 BARS x 1'-6" 0 48" 0_C. 2 SECTION AT COMMON WALL —4.2 SCALE: 3/4" = 1' -0 - SEE CIVIL FOR SLAB INFO. d- SECTION AT STOREFRONT SCALE: 3/4" = 1'-0" PROVIDE 20 GA. RUNNER TS6x6x1/4" SHOOT RUNNER TO TUBE/CONC. W/ CONNECT TO COLUMN BEYOND (2) 0.145"O HILTI X -DNI PINS T/STEEL = (2'-10'/2") TYP. U.N.O. @ 16" O.C_ SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 TEK SCREWS 6005162-33 METAL STUDS 0 16" O.C. SEE PLAN FOR SEE CIVIL FOR SLAB INFO. SLAB INFO. b x' x x' xT. ,x x n x x-46-gc, a (3) #4 BARS CONT. 2 SCALE: / 1'-0" _i 3 n _ , 4 leo"6 SECTION AT STOREFRONT R$-4.2 SCALE; 3/4" = 1' -0 - FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV. (0'-0") #4 BARS x 4'-6" 0 24" 0_C. _ _ I PHILLIPS "DOW" P A R T N E R S H I P Architecture - Interior Design - Planning 770.3941616 770.3941314 K J A ANCHOR B C D CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect tot project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROACH 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 DHURWG DRAWING TITLE FOUNDATION SECTIONS SHEET NUMBER RS=4m2 9000 CENTRAL SUITE -00 GEORGIAo TOP OF STEEL ELEV_ SEE PLAN ,h FINISHED Fl (0'-0") OL TOP OF FO tr (-1'-10") BOT. OF FC (-3'-10") 1 SECTION THRU DIAGONAL BRACE _ �.3 SCALE: 3/4" = 1'-0" COLUMN PER FOUNDATION PLAN DIAGONAL BRACE NOT SHOWN FOR CLARITY L- FLOOR SLAB PER FOUNDATION PLAN F_F.E_ _ (0.-0") SEE 1 RS -4.3 FOR ADJACENT TENANT BASE _ INFO FTG. AND WALL. T/ FTG_ _ 4 4 4 oa . .d 4 04 r. B/ FTG_ _ 4 B/ FTG. — 3'-0" 44'-8" x 3'-0" x 2'-0 TK_ FTG. W/ 4— #5 BARS TOP AND BOT. AND #5 BAR TIES ® 12" O.C. 2 SECTION THRU DIAGONAL BRACE R3-4.3 SCALE: 3/4" = 1'-0" ADJACENT FTG_ AND B/ FTG_ _ 1 1/2" TYP. 3/4" 0 A449 ANCHOR ROD 2'-0" E R_ DETAIL 1 1/ T 9" 2 i TYP. 3/4"x 12"x 1'-0" BASE R 7 7 3/4"0 ANCHOR ROD If CONCRETE PIER BELOW .4" ARE 8'-6" SQ. SECTION THRU ECCENTRIC FOOTING RS —4.3 SCALE: 3/4" = 1'-0" F. F. E. = (0,-0„) T/ PIER = (-0'-8") T/ FTG. _ (-2'-4') B/ FTG. _ (-3'-10") rHILLIrb PARTNERSHIP Architecture • interior Design •Planning 770.394.1616 770.3943314 K J A ANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AIWE,RICAN PROpwTIEB 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 DHURWG DRAWING TITLE FOUNDATION SECITIONS SHEET NUMBER 9 I 0 I NE � (2) #5 CORNER BARS. 2—#5's CONT. ALL SIDES TYP. PANEL THICKNESS 51/ „ OR 71/4n SE? ARCH FOR PANEL EXTENT #5 BARS VER ^ ^ 2" CL. TYP. #4 BARS ghRZ. ., T/PANEL _F -E- = (0'-0")i IyL-. I— p - z B/PANEL WIDTH VARIES — SEE ARCH 1 ARCHITECTURAL PANELS �.4 SCALE_ 3/4" = V-011 ATTACHMENT OF ARCHITECTURAL PANELS ARCHITECTURAL PANEL TO PANEL ATTACHMENT NEEDS TO USE L5x5x I/," 12" LONG W/ (2) 1/20" HAS ANCHOR RODS PER LEG W/ 41/2" EMBEDMENT UTILIZINd HITLI HVA ADHESIVE ANCHORING SYSTEM. PANELS NEED TO BE ATTACHED1 TO EACH OTHER OR A STRUCTURAL STEEL MEMBER AT, A SPAN OF 20'-0" MAX. PANELS CAN BE ATTACHED TO PERPENDICULAR PANELS AT THE TOP OF PANEL. (MAINTAIN C" OL. FROM T/EDGE TO BOLT,) WHEN PANEL HAS STRUCTURAL I STEEL BACKUP ANCHOR PANEL TO STEEL W/ HVA ADHESIVE ANCHOR AND WELD OTHER LEG TO STRUCTURAL STEEL WITH 3" OF! 3/� 6" WELD. ARCHITECTURAL PANELS ATTACHING TO BUILDING PANELS SHOULD BE DONE WITH AND EMBED PLATE IN THE TOP OF ARCHITECTURAL PANELS AND EMBED PLATE IN BUILDING PANEL AND WELD THE TWO EMBEDS TOGETHER WITH '/4" DIA WELDABLE ROD BETWEEN THEM. 2'-0" 0 1 N (2) #5 CORNER BARS_ 2" CL_ TYP_ ARCHITECTURAL PANELS —4.4j SCALE: 3/4" = 1'-0" T/PANEL ,F.E, = (0'-0" O I B/PANEL _ L P,HILLIP-S PA RTN,ERSHI P Architecture • interior Design • Planning 770.3941616 770394.1314 K J E F G H A ANCHOR 6 C CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL i REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership, PC and is considered on Instrument of Service and is solely for ase 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 -� SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE ARCH. PANEL DETAILS SHEET NUMBER r ROOF DECK PER FRAMING PLAN 3/4"x6N6" STABILIZER PL — WELD TO COLUMN — DO NOT WELD TO JOIST GIRDER BOLT JOIST TO JOIST GIRDER AT COLUMN USING WELD JOISTS TO JOIST GIRDER TYP. UNLESS NOTED JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/q." CAP PL W/ (2) — %" GUSSET PLATES AND (4) — 3/q." DIA. BOLTS_ ('1' SECTION t -5.1 SCALE: NONE TILT—UP PANEL 1 L3x3x1/ " CONT EX P. JT. WELD ANGLE TO BEAM WELD DECK TO ANGLE D.B.E. (VARIERS) SEE PLAN L6x4x3/g" (L LH) x 9" LONG W/ 11/16" x 21/2" SLOTTED o HOLE FOR RIGHT/LEFT MOVEMENT FASTEN ANGLE TO TILT—UP W/ (2) 1/2" DIA. HAS STD_ RODS UTLIZING HVA ADHEIIVE ANCHOR SYSTEM 43/4„ EMBED. 4 /4 ANGLES @ 48" O.C. W/ 6" GA. ON BOLTS. 1" %" DIA. x 2" LONG SHANK 0 48 O.C. FULLY SHOP WELDED TO BEAM 4 SECTION RS -5.1 SCALE: NONE ( CL L4x4x 1/4" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE T.S. BEAM 4" 1/ "x43x(TUBE WIDTH MINUS 1") SEAT R WI H / 'x4"x(TUBE HEIGHT MINUS 1") GUSSET SLOT T6BE AND WELD TUBE TO SEAT R D.B.E. (VARIES) T.S. COLUMN SEE PLAN SEE PLAN FOR SIZE TYP_ 3/16" TUBE T.S. BEAM ' 5 � TYPICAL TUBE CONNECTION RS -5.1 SCALE: NONE ROOF DECK PER FRAMING PLAN MIN PER \SJ 8 16" MI WELD EAC SIDE OF J SEE ROOF FRAMING PLAN BRACING FROM FOR MEMBER SIZES JOIST TO JOIST GIRDER AS REQUIRED BY JOIST GIRDER MANUFACTURER WELD PER >_� MFG. (2' SECTION RS -5.1 SCALE: NONE OL D. BEARING ELEV. (SEE FRAMING PLAN) ('6' SECTION RS -5.1 SCALE; NONE ��O EXTERIOR FACE OF T. PARAPET ELEV_ DETAILS. 71/4" TILT—UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS 0 32" O.C. SEE DETAIL 3/RS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. J. BEARING ELEV. to (SEE FRAMING PLAN) n 5 j'x 121/2"x 1 13/4,. BLOCKOUT ON EACH SIDE OF PANEL 1/4" 2" JOINT FOR JOIST GIRDER 51/ " MIN PER BEARING. 4 1/4„ 2" AT SIM, PROVIDE 5"x121/2"x113/4" BLOCKOUT. 3/ JOIST 11 16" BEARING PLATE w/ $ JOIST PER FRAMING PLAN �2) /2"Ox4 LONG HEADED STUDS its -51 7 GAGE). n a „ D0 NOT WELD BOTTOM CHORD OF GIRDER TO ANGLE. a . i y A; 4. GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS ° �-- L5x31/ " 3/ "x0'-9" LONG w/ (2}2/2 Ox4" EMBEDMENT —UP CONCRETE _L. PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT (Fy = 36 k.s.i.) FULLY WELD TO CONTINUOUS ANGLE CHORD ELEMENT TYPICAL AT EACH ANGLE JT. G.C. NOTE: DO NOT PROVIDE DIAPHRAGM SPLICE AT EXPANSION JOINT LOCATIONS. ('3' WALL DIAPHARM CHORD SPLICE RS -5.1 SCALE: 11/2" = 1'-0" MIN PER SJI BEARING PLATE_ �--- HEADED STUDS PANEL JOINT 8 CONNECTION RS 5.1 SCALE: 1 1/2" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN EXPANSION ANCHORS. NOTE: SIM. CONDITION OCCURS WHEN JOIST GIRDER BEARING IS NOT A PANEL JOINT_ TYP: JOIST GIRDER BEARING AT PANEL JOINT SCALE: 3/4" = 1'-0" PHILLIPS P AR T N E R S H I P Architecture - Interior Design • Planning 770,3941616 770.3941314 K J A ANCHOR B C. D E F O H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL J REVISIONS # DATE DESCRIPTION This document is ¢j 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 1 x 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 DHL/RWG TYPICAL ROOF FRAMING DETAILS SHEET NUMBER R'S =5 ■ 1 now 9000 CENTRAL PARK WEST SUITE -00 GEORGIA EXTERIOR FACE OF BLOCKING PER ARCH. 71/4" TILT—UP PANEL 1-" GIRDER BEARING (MIN PER SJI SPECS 1004_ L3x21/ "x3/g" (LLH) CONT. w/ 1/'x4" HEADED STUDS 0 18 Q.C. AT PANEL JOINTS SPLICE ADJACENT ANGLES USING CHORD SPLICE DETAIL 3/RS-5.1. D. BEARING & TOP OF PANEL ELEV. (SEE FRAMING PLAN) 4 5"x 10"x 113/4" BLOCKOUT ON EACH SIDE OF PANEL 1 " JOINT FOR JOIST GIRDER a /4 2„ MIN PER BEARING. 1/4" 2» SJI 3/ "x1 1 1/2" LONG BENT PLATE w/ (2� #3 x 2'-0" LONG A7Q6 REINFORCEMENT AND (2) '/2"4x4" 3 JOIST PER LONG HEADED STUDS (7" GAGE)_ _5 FRAMING PLAN' 5" 0 DO NOT WELD BOTTOM CHORD OF GIRDER (2) 1/2"4 HEADED STUDS TO ANGLE_ (2) #3 A706 BARS. 4 L5 31/ " 3/ "x0'-9" LONG GC NOTE: REFER TO ARCH w/ (2� 1/2 x4" EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS. OF ALL EXTERIOR REVEALS b I MIN PER tl SJI III oil all JII 11 11 II BEARING PLATE. �' '/2-0 HEADED STUDS G.C_ NOTE: /2 SEVERAL ITEMS NOT SHOWN #3 A706 REBAR FOR CLARITY_ 1/ PANEL JOINT � I ('3-�'� CONNECTION 4 RS -5.2 SCALE: 1 1/2" 1'-0" ) ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN 1 TYP. JOIST GIRDER BEARING AT PANEL JOINT RS -5.2 SCALE- 3/4" 1'-0" EXTERIOR FACE C TILT—UP WALL BLOCKING PER ARCH. D_ BEARING & TOP OF PANEL ELEV. (SEE FRAMING PLAN) L3x21/ "x3/g" (LLH) CONT. W/ 1/'x4 HEADED STUDS @ 18 O.C. AT PANEL JOINTS SPLICE_ ADJACENT ANGLES USING CHORD SPLICE -DETAIL 3/RS5.1 a d' GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS 7'/4" TILT—UP PANEL WELD DECK TQ 3X21/2X%" (LLH) CONT. EMBED ANGLE PER DECK ATTACHMENT PATTERN. METAL DECK PER FRAMING PLAN. STD. BRIDGING PER 1/2" 0 EXPANSION BOLT SJI SPECIFICATIONS AT TYP. B.A.C. BY JOIST MFG. (B.A.C. BY JOIST MANUFACTURER.) JOIST PER FRAMING PLAN. 5 SECTION AT DECK BEARING W/O PARAPET -5-2 SCALE: 3/4" = 1'-0- EXTERIOR FACE OF 71/4" TILT—UP PANEL V' GIRDER BEARING (MIN PER SJI SPECS 1004.4) L3x21/ "x%" (LLH) CONT. W/ 1/;'x4" HEADED STUDS 18 O.C. AT PANEL JOINTS BLOCKING PER SPLICE ADJACENT ANGLES ARCH. USING CHORD SPLICE DETAIL 3/RS-5.1 _ D. BEARING & TOP OF PANEL .ELEV. (SEE FRAMING PLAN) 5"x 10"x 1 '-111/2 " BLOC KOUT FOR JOIST GIRDER BEARING_ 1/4 2 » 4 „ SJN PER 1/ „ 2„ 4 3/ "x23/2" LONG BENT PLATE w/ `I (4� -#3 x 2'-0 LONG A706 JOIST PER REINFORCEMENT AND (4) '/2"Ox4" 4 FRAMING PLAN 5„ LONG HEADED STUDS (7 GAGE), 0 - a DO NOT WELD BOTTOM CHORD OF GIRDER (4) '/2"0 HEADED STUDS TO ANGLE_ (2) #3 A706 BARS. 4 L5x31/ "�3 j x0 ,- 9" LONG MIN P II II II II BEARING PLATE_ )2"0 HEADED STUDS G.C. NOTE: SEVERAL ITEMS NOT SHOWN �-- #3 A706 REBAR FOR C LAR ITY. ('4" - CONNECTION RS -5.2 SCALE: 1 1/2" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN GC NOTE: REFER TO ARCH w/ (2 2 0x4 EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS. OF ALL EXTERIOR REVEALS TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT RS -5.2 SCALE. 3/4" 0 I PHILLIPS, P A R T N E R S H I P Architecture • Interior Design a Planning H -v 770.3941616 770.3943314 K J E F 6 H A ANCHOR B C D CONSULTANT I HAINES, IPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, 'C and is considered an Instrument of Service and ie coley fondwith 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 SHOPS BUILDINGS SEE DETAIL 3/RS-5.1 FOR SPLICE OF CLOSURE ANGLE L3x3x �/4» CONT. WELD PROJECT L TO JOIST, WELD DECK BLOCKING PER TO ANGLE_ THE MARKETPLACE ARCH. 1/ x » 1 3/1 x 6 LONG ROOF DECK PER TS2 2 /2 x CENTI?RED BETWEEN JOISTS FRAMING PLAN FULLY WELD TO ANGLE SHOOT TO DECK AT SEMINOLE TOWNS CENTER T/PANEL SEE PLAN c 4X4„X1/4,' CONT. ANGLE w/ 1/2"0 x 5" HEADED ° S STUDS @ 18” 0. C. ANFORD, FLORIDA CLIENT GC NOTE: REFER TO ARCH 4 DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS JOIST PER FRAMING PLAN - r6 -'- SECTION AT JOIST BEARING W/O PARAPET NORTH AMERICAN PROPERTIES RS -5,2 SCALE: 3/4" = 1'—Q" 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 DHL/RWG TYPICAL ROOF FRAMING DETAILS SHEET NUMBER RS 50,,2. 9000 CENTRAL I 1 13/4» 1 13/4" 0 I 0 ii II EXTERIOR FACE OF 71/4" TILT—UP PANEL �N EXTERIOR FACE OF 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4) N MIN PER � SJI 1/ » 2" 4 T. PARAPET ELEV, II II II IIS HEADED STUDS T. PARAPET ELEV. (SEE ARCH.) �' (SEE ARCH_) BEARING PLATE. .4II .d C.C. NOTE: 4 SEVERAL ITEMS NOT SHOWN FOR CLARITY. #3 A706 BARS 1/ » PANEL JOINT ("3CONNECTION RS -5.3 SCALE: 1 1/2" = 1'—.0" L3x3x 1/q." CONT, WELD L TO JOIST. WELD DECK TO L, EXPANSION ROOF DECK PER BOLT L TO WALL w/ 1/2"0x4" LONG FRAMING PLAN ANCHORS CSP 32" 0_C. SEE DETAIL 3/RS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. J. BEARING ELEV. (SEE FRAMING PLAN) 4 5"x121/ "x113/4" BLOCKOUT ON EAC SIDE OF PANEL 1/4» 2" JOINT FOR JOIST GIRDER a 5��4» 1 " " MIN PER BEARING. /4 2 3/ "x 1 1 1/2" LONG BENT PLATE w/ V=44,(2) #3 x 4'-0" LONG A7Q6 REINFORCEMENT AND (2) 1/2"0x4" JOIST PER LONG HEADED STUDS (7" GAGE). 3 FRAMING PLAN 5" 4 . N DO NOT WELD BOTTOM a CHORD OF GIRDER (2) 1/2"0 HEADED STUDS TO ANGLE. (2) #3 A706 BARS. a a d' GC NOTE: REFER TO ARCH DRAWINGS. FOR LOCATION OF ALL EXTERIOR REVEALS W/ (2}2, /2 O 4" EMBED ENT EXPANSION ANCHORS. I� JOIST GIRDER PER FRAMING PLAN 1/1 1 TYP. JOIST GIRDER BEARING AT PANEL JOINT RS -5.3 SCALE: 3/4" = 1'-0" T. PARAPET ELE (SEE ARCH.) `d 4 D. BEARING ELEV_ d (SEE FRAMING PLAN) d d� 4 4 04 d GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS L4x3x%" (LLV) CONT. CLOSURE WELD DECK TO ANGLE EXP. BOLT L TO WALL w/ 1/ 11 0 x 4" EMBEDMENT @ 32 O.C_ SEE 3/RS-5.1 FOR SPLICED TAIL. 1/2" 0 EXPANSION BOLT AT TYP. B.A.C. (B.A.C. BY JOIST MANUFACTURER.) METAL DECK PER FRAMING PLAN_ — STD_ BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG_ JOIST PER FRAMING PLAN. ' 5 1 SECTION AT DECK BEARING W/ PARAPET RS -5.31 SCALE: 3/4" = 1'-0" 71/4" TILT—UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4) MIN PER SJ I 1/4„ 2" II II II II HEADED STUDS BEARING PLATE. G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY. #3 A706 BARS ('4' CONNECTION RS -5-3 SCALE: 1 1/2' = 1'-0" L3x3x1/4" CONT_ WELD L TO ROOF DECK PER JOIST. WELD DECK TO L, EXPANSION FRAMING PLAN BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS 0 32" O.C. SEE DETAIL 3/RS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. J. BEARING ELEV_ LO (SEE. FRAMING PLAN) ` a 5"x121/2„x1,-111/2” BLOCKOUT , FOR JOIST GIRDER BEARING, 1 1/4» 2" MIN PER d 5 /4» 1/4» 2„ SJI 3/ "x231/2" LONG BENT PLATE w/ (41 #3 x 4'-0" LONG A7 REINFORCEMENT AND (4)n V2"0"" OISPER LONG HEADED STUDS (7 GAGE). 4 FRAMING PLAN 5" —5.3 4' N a. » DO NOT WELD BOTTOM CHORD OF GIRDER (4) 1/2"0 HEADED STUDS TO ANGLE. (4) #3 A706 BARS - 4 d T_ PARAPET ELE (SEE ARCH.) GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS L5x31/">�3/ "x0', LONG w/ (2� /2 Ox4 EMBEDMENT EXPANSION ANCHORS. �d JOIST GIRDER PER FRAMING PLAN 2 TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT RS -5.3 SCALE: 3/4" = 1'-0" PHILLIPS P A RT N E R S H I P Architecture ■ Interior Design • Planning pan. 770.3941616 F 7703941314 F K J rA A I ANCHOR B G D E F O H CONSULTANT HAINES, IPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is p Phillips Partnership, PC and is considered on Instrumont 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1 SANFORD, FLORIDA CLIENT r NORTH AMERICAN PROPERTIFSS 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 DHURWG TYPICAL ROOF FRAMING DETAILS SHEET NUMBER RS=5m3 9000 CENTRAL PARK SUITE 400 GEORGIAAl Lk,4TA, e L3x3x%- CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION 4 BOLT L TO WALL w/ 1/2" bx4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/RS-5.1 6 FOR ANGLE TO ANGLE SPLICE DETAIL. 1/5>_1!"_<M1IN PER1 ",JI ROOF DECK PER 3/15" 3„ 4 /$ 1 FRAMING PLAN 3/ » 3 1P 16 d J_ BEARING ELEV. (SEE FRAMING PLAN) i IR 3/, -X6" CONT, WITH --//4 4 1/2" DIA. X 4 LONG L5x31/ "x%"x0'-9" LONG LLV HEADED STUDS AT 4, CONNECTION ANGLE, 12" 0_C_ (G.C. NOTE: IN LIEU N 4 OF L SHOWN, A L4x4x1/4" 7 0'-6"LONG MAY BE USED w/ / 4.'4 JOIST PER FRAMING �d a d PLAN_ a GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS K6'SECTION AT JOIST BEARING W/ PARAPET RS -5.3 SCALE: 3/4" = 1'-0" PHILLIPS P A RT N E R S H I P Architecture ■ Interior Design • Planning pan. 770.3941616 F 7703941314 F K J rA A I ANCHOR B G D E F O H CONSULTANT HAINES, IPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is p Phillips Partnership, PC and is considered on Instrumont 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1 SANFORD, FLORIDA CLIENT r NORTH AMERICAN PROPERTIFSS 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 DHURWG TYPICAL ROOF FRAMING DETAILS SHEET NUMBER RS=5m3 9000 CENTRAL PARK SUITE 400 GEORGIAAl Lk,4TA, e 71/4" SEE SHEET S6.1 FOR PANEL DESIGNATIONS & CORRESPONDING PANEL ELEVATIONS / REINFORCING QN SHEET S6.1. (NOT SHOWN FOR CLARITY) .j- ELEV. TOP OF PL. AND BEAM EMBED. PL. 1 /2"x(SEE 2/S5.4) WITH 6-3/4"0 HEADED STUD ANCHORS. TILT—UP PANEL NOTE: DECK AND JOISTS OMITTED FOR CLARITY STD. DOUBLE ANGLE A,I.S.C. CONNECTION BEAM SEE PLAN 1 _� TYP. BEAM BEARING DETAIL RS -5.4) SCALE: 3/4" = 1'-0" (NON -PANEL JOINT) 71/4" TILT—UP PANEL 4—#10-16 SCREWS EACH STUD. TYP. T. PARAPET ELEV. (SEE ARCH.) 4."x4"x4" LONG x 18 GA CLIP ANGLE W/ 2— 3/16n0 HILTI KWIK—CON II FASTENERS (13/4 MIN EMBED) AT EACH STUD. O EXTERIOR FACE OF TILT—UP WALL 'um $", 20 GA IETAL STUDS 6" O.C. SEE ARCH 'OR SIZE AT VARIOUS .00ATIONS. 6" OR 8", 20 GA METAL TRACK EACH END_ TYP. PARAPET CONNECTION SCALE: 3/q" WNQ L,4x4> 4 STRUT TO CHORD OF JOISTS DECK T STEEL DBE it 0 j ( 10 - ! 1 W—BEAM FJOIST OR JOIST COPE ENDS AS SHOWN BEYOND BEYOND FOR CONNECTION TO NEW L6x6 LEG ji WELD L6x 60/8 L3x3x1/4" STIR �I SUPPORT (FOR NEW W—BEA 0 EXISTG_ JOIST G R JOIST GIRDER SECTION NOT USED BEAM TO GIRDER CONNECTION RS -5.4) SCALE. 3/q" = 1'-0" SEE PLAN FOR BEAM SIZE STD. DOUBLE ANGLE A_LS.C_ CONNECTION +' V) z M " NOTE OFFSET 6 6" OF R AS NEEDED AT PANEL EDGE CONDITIONS 2 BEAM BEARING DETAIL RS -5.4 SCALE: SEE F BEAM 3 BEAM BEARING ON PAENL JOINT RS -5.4 SCALE= 1'/2" = 1'-0" I PHILLIPS P A R T N E R S H I P Architecture • Interior Design .Planning 7703941616 f- 770.394.1314 Ra 1P JAI K ,r J a , AC p E F O H ANCHOR B CONSULTANT HAINES, GIPSON & I ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770,491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 4„ STUDS METAL DECKING, 3/16 SEE PLAN. ANGLE. SEE PLAN. WELD ANGLE TO DECK 3/16 PER. DECK ATTACHMENT PATTERN. 3/16" DECK BEARING VARIES (SEE PLAN_) -'/16N2" 3 V/4 EA." L.L SIDE 3/16" 2" SEE PLAN. T.S. COLUMN FULLY WELD ANGLE ANGLE. SEE PLAN. TO COLUMN I I I WELD ANGLE TO DECK PER DECK ATTACHMENT �I I PATTERN_ 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 Wow. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT (5'_DRAG STRUT CONNECTION RS 5.4 SCALE: 3/4�, = -O SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 1/2"0 STAINLESS STEEL THREADED STUDS. COORDINATE SPACING WITH CANOPY MANUFACTURER AND IMPLEMENT STUDS PRIOR TO EIFS APPLICATION BEHIND PLATE_ FOR BID PURPOSES, CONTRACTOR IS TO ASSUME 2 STUDS PER ROD LOCATION_ II NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD LJBUILDING 200, SUITE 150 T.S, BEAM ROSWELL, GA 30075 SEE PLAN TEL (770) 645-6566 FAX (770) 643-9540 STUD TO TS PHILLIPS JOB NUMBER 3/16 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY !('7 ROD -HUNG CANOPY DETAIL DRAWING TITLE DHURwG j RS -5.4 SCALE: NONE TYPICAL PIG/'1L ROOF FRAMING DETAILS SHEET NUMBER RS=5m4 •/Ri CENTRAL PARK WEST SUITE ,00 i .TLAi-4TA, GEORGIA 30328 CAF) i I METAL JOIST SEE PLAN SEE FDN. PLAN FOR SLAB INFO METAL DECK SEE PLAN STEEL BEAM SEE PLAN OL B/STEEL = (12'-3") STEEL TUBE SEE PLAN. B/STEEL = (9,-3") STEEL TUBE SEE PLAN. T/PARAPET -I SEE ARCH. 6005162-33 METAL STUDS ® 16" O.C. L3x3x 1/4" CONT. ANGLE WELD ANGLE TO JOISTS - SHOOT STUDS TO ANGLE W/ (2) 0,145"0 HILTI X—DNI PINS CSA 16' O.C. _T/STEEL (SEE PL - 40OS162-43 METAL STUDS @ 16" Q.C. TYP U. N.O. PROVIDE 5"x5" 16 GA. CLIP ANGLE 0 16" O_C_ SHOOT CLIP TO BEAM W/ (2) 0.145"0 HILTI X—DNI PINS SCREW CLIP TO STUDS W/ (4) #10-16 SCREWS @ 16" O.C. PROPRIETARY CANOPY BY OTHERS —L i L..I I 11 1/2"0 STAINLESS STEEL STUD SEE 7/RS-5.4 STOREFRONT SEE ARCH. I SEE ARCH/CIVIL i FOR EXTERIOR PAVING. I I I F.F_E. _ (0'-0") i QV{, t3 i { PROVIDE 16 GA. RUNNER SHOOT RUNNER TO ANGLE W/ 0.145"0 HILTI X—DNI PINS Cel '16" O.C_ SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS %"02" CONT. R WELD R TO JOIST PROVIDE L6x6x5/1 WELD ANGLE TO h WELD DECK TO It 1 STOREFRONT SECTION �,5 SCALE: 3/4•> = 1'-0" CRS STOREFRONT SECTION SCALE: 3/4" = 1. -0 - PET CH_ _E rs 3LE X—DNI PINS -L -- 1-6 ALAN) 4p 2) (4) 1. 3IETARY CANOPY FHERS -I/CIVIL _RIOR F.F.E. (0'-0") METAL JOI SEE PLAN 'ARAPEr ARCH. VT )s I PINS ELL = PLAN) 1V 2) (4) RIETARY CANOPY "HERS 11 PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Ptanning 770.3941616 F- 770.394.1314 K J A ANCHOR ErE D E F Ci H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE, GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL 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 SHOPS BUILDINGS JLL „r�ti.n. PROJECT THE MARKETPLACE j AT SEMINOLE TOWNE CENTER j SANFORD, FLORIDA CLIENT SEE FDN. PLAN i, FOR SLAB INFO SEE ARCH/CIVIL FOR EXTERIOR - PAVING. NORTH AMERICAN PROPERTIES _ F_F.E_ = NORTH AMERICAN PROPERTIES -ATLANTA s` (0'-0") 1080 HOLCOMB BRIDGE ROAD Q', < BUILDING 200, SUITE 150 (�Uf,�ltllli�pel�t� �r, <�� ` \ \, \ v ROSWELL, GA 30075 t) L F'`7 �rzcXr sz.cr � ,�� ,r,, e � TEL 7 ) � ..i { 70 645-6586 FAX 770 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE DHURWG r3") STOREFRONT SECTION CANOPY SECTIONS RS —5.5 SCALE: 3/4" SHEET NUMBER RSm5m5 •111 CENTRAL PARK WEST SUITE 0 GEORGIA r.An 1 CONT. L STEEL SEE F SCALE: 3/4" 1'-0" FOOTING BEYOND SEE FDN. PLAN T/PARAPET = (SEE ARCH.) 0- T/STEEL = (29' —101/2") BEAM 'LAN 1IDE SL SERIES "VERTICLIP" AT I STUD TO ALLOW FOR VERTICAL ECTION OF STEEL BEAM 62-43 METAL 0 16" 0_C_ I. N.O. TILT—UP PANEL 16 GA. -4.4 FOR REINF, 16" O.C. ;H FOR DIMS. BEAM W/ (2) " CONT. ANGLE PINS IDLE TO JOISTS STUDS W/ (4) ;TUDS TO ANGLE RIETARY 0.145"0 HILTI X—DNI PINS )_C. 5x5x 5/16" x ) W/ 2— '/2"0 HOR RODS PER S -4 -4 - CONNECTIONS 'DINTS OF BM. SPAN. '0 GA. RUNNER T/STEEL = NNER TO BEAM W/ (SEE PLAN) '0 HILTI X—DNI PINS 5"x5" 16 GA. ;SLE @ 16" O.C. :LIP TO BEAM W/ (2) HILTI X—DNI PINS SLIP TO STUDS W/ (4) SCREWS 0 16" Q.C. RIETARY CANOPY (HERS :IVIL )R F. F. E, _ (O'-0") METAL JOIST SEE PLAN COLUMN BEYOND SEE PLAN SEE FDN FOR SLAI mm■ METAL DECK SEE PLAN ETAL JOIST EE PLAN GA STRAP BRACING TO EACH STUD ) L AT ENDS. 1'-3" CONT. ,1/4"x1'-3" BENT I WELD DECK TO It WELD R TO BEAM T/PARAPET = SEE ARCH, T/STEEL = (31'-0") el8 STEEL BEAM x x x x SEE PLAN x x x x Ii j PROVIDE SL SERIES "VERTICLIP" AT EACH STUD TO ALLOW FOR VERTICAL II DEFLECTION OF STEEL BEAM C END R 4 gB M .R METAL DECK ELD DECK TO S OOT TRACK TO SEE PLAN W/ (2) HILTI X— D I PINS 0 16" O.C. ETAL JOIST—J EE PLAN STEEL BEAM SEE PLAN B/STEEL = (12'-3") STEEL TUBE SEE PLAN- OL B/STEEL = 60OS 162 —43 METAL STUDS 0 16" O.C. TYP. U,N.O, VENEER TILT—UP PANEL SEE RS -4.4 FOR REINF. SEE ARCH FOR DIMS. CONT. L5x5x-5/16" x 12" LONG W/ 2— '/2"0 HAS S ANCHOR RODS PER SHEET RS -4.4. PROVIDE CONNECTIONS @ 1/3 POINTS OF BM. SPAN. T/STEEL,� (SEE PLAN) \�-- STEEL BEAM SEE PLAN .-- PROVIDE 5"x5" 16 GA. CLIP ANGLE @ 16" O.C_ SHOOT CLIP TO BEAM W/ (2) 0.145"0 HILTI X—DNI PINS SCREW CLIP TO STUDS W/ (4) #10-16 SCREWS 0 16" 0_C. PROPRIETARY CANOPY BY OTHERS F_ 1 7 FOOTING BEYOND SEE FDN. PLAN ('_2TOWER SECTION RS —5.6 SCALE: 3/q" — 1'-0" Lir SEE ARCH/CIVIL FOR EXTERIOR PAVING. F_F.E. _ (0'-0") IV PHILLIPS' M00201101 =NN-Aaft PAR.TNERSH I P Architecture • Interior Design a Planning "'a"" 770.394.1616°` 770.394.1314 K J V ANCHOR B C D E F Ci H :: CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is Q Phillips Partnership, PC and is considered on Instrument of Service and is solely for usa 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT a NOM 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 DHURWG CANOPY SECTIONS SHEET NUMBER RS=5m6 9000 CENTRAL P SUITE 400 GEORGIAi ('.AD PROVIDE 16 GA. RUNNER SHOOT RUNNER TO ANGLE W/ {. 0.145"0 HILTI X—DNI PINS @ 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS 8 EA- %"x12" CONT. R WELD R TO JOIST: PROVIDE 1_6x6x5/1f WELD ANGLE TO R WELD DECK TO R ZAPET ARCH_ ETAL ).C. PROVIDE 16 GA. RUNNER SHOOT RUNNER TO ANGLE W/ (2) 0.145"0 HILTI X -DNI PINS _ 0 16" Q.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS _E rs 3LE SA, O.C. M W/ (2) 1 PINS )DS W/ (4) 16" O.C. RIETARY CANOPY 'HERS IL F. F. E. = (0'-0") ('1 STOREFRONT SECTION � I SCALE: 3/4" = v -0 - 0 o o 1000# a L EA. JOIST %-xl2- CONT, R WELD R TO JOISTS PROVIDE L6x6x6/16" CONT. WELD ANGLE TO R WELD DECK TO R METAL JOIST SEE PLAN 6'-103/4" 6005162-43 METAL STUDS ® 16" O.C. " T 2'-1 1/2., 2'- 1 1/ " 2 L3x3x 1/4" CONT. I ANGLE WELD ANGLE TO JOISTS SHOOT STUDS TNGLE W/ (2) 0,145"0 HI_TI METAL DECK X DNI 0 16 O.C. SEE PLAN I STEEL BEAM SEE PLAN B/STEEL = (12'-3") STEEL TUBE SEE PLAN, OIL B/STEEL = STEEL TUBE SEE PLAN. SEE FDN. PLAN FOR SLAB INFO x x x x x x x x T/PARAPET SEE ARCH_ 6005162-43 METAL STUDS @ 16" O.C. TYP. U.N_O_ VENEER TILT -UP PANEL SEE RS -4.4 FOR REINF. SEE ARCH FOR DIMS. ,—CONT. L5x5x5/16" x 12" LONG W/ 2— 1/2"0 HAS ANCHOR RODS PER SHEET RS -4.4. . PROVIDE CONNECTIONS Q 1/3 POINTS OF BM. SPAN. T/STEEL (SEE PLAN) PROVIDE 20 GA. RUNNER SHOOT RUNNER TO BEAM W/ STEEL BEAM (2) 0.145"0 HILTI X—DNI PINS SEE PLAN 0 16" O.C. 6005162-43 METAL STUDS @ 16" Q.C. TYP. U.N_0_ PROVIDE 5"x5" 16 GA. CLIP ANGLE 0 16" Q.C. SHOOT CLIP TO BEAM W/ (2) 0.145"4 HILTI X—DNI PINS SCREW CLIP TO STUDS W/ (4) #10-16 SCREWS @ 16" O.C_ PROPRIETARY CANOPY BY OTHERS 1/2"0 STA NLESS jSTEEL STUD SEE 7/R —5.4 �— STOREFRONT SEE ARC . is 77-7-7 v {]n 'Na•C.'�z(� _ � r�K,,�in{'r .,�_,T�?.(t Cf i n `. �\,\ . ' � � SEE ARCH/CIVIL FOR EXTERIOR PAVING. F.F.E. _ STOREFRONT SECTION RS -5.7 SCALE: /q" = 1'-0„ l PHIL.L,IPS P A R T N E R S H I P Architecture • interior Design • Planning 770.394.1616 770.394.1314 K J 6 H A ANCHOR B C D E F CONSULTANT HAINES, IPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is .® Phillips Partnership,, PC and is considered an Instrument of Service and ie 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. K. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT Is �e 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 DHL/RM CANOPY SECTIONS SHEET NUMBER RS=5m7 ■ r.An METAL JOI SEE PLAN PROV EACH DEFLE ('I'PILASTER SECTION SCALE; 3/4" = 1'-0" T/PARAPET SEE ARCH. S162-33 METAL DS @ 16" O.C. t" CONT. ANGLE VGLE TO JOISTS STUDS TO ANGLE 0.145"0 HILTI X—DNI PINS O.C. T/STEEL = (SEE PLAN) 162-43 METAL 3 0 16" 0_C. ',MU W/ R.M.G. TO F. F. E. METAL JO SEE PLAN PROV EACH DEFLE PILASTER SECTION J58 SCALE: 3/4" = 1'-0" T/PARAPET SEE ARCH. )S162-33 METAL SDS @ 16" O.C, 0-43 METAL CLIP TO NT STUDS W/ k" LONG x 18 GA JGLE AND (4) 3 SCREWS EA. LEG. R TILT—UP PANEL S-4.4 FOR REINF. RCH FOR DIMS. AN� METAL DECK PEF FRAMING PLAN JOIST FRAMING 40DS 162-33 META STUDS 0 16" O.C. PROVIDE 3"x3" 18 GA_ CLIP ANGLE @ 16" O.0 ATTACH TO PANEL W/ 3/16" 0 HILTI KWIK—CON SCREW CLIP TO STUDS #10-16 SCREWS® 1( T. PARAPET ELEV (SEE ARCH_) 3 PILASTER SECTION RS -5.$ SCALE: 3/4» = 1'-0" 5162-33 METAL )S @ 16" O.C. 5162-43 METAL DS ® 16" O.C. D_B.E. = (SEE PLAN) PHILLI-PS P A R T N E R S H I I P Architecture ■ Interior Design ■ Planning tom. 770.3941616 ftx 770.3941314 K J A ANCHOR 8 C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 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 SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT y 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 DHURWG PILASTER SECTIONS SHEET NUMBER RS=5m8 9000 CENTRAL PARK WEST SUITE 400 Al Lk,4TA, GEORGIA i can r T/PARAPET SEE ARCH. X x x x I 6005162-33 METAL x x li STUDS Cal 16" O.C. 60OS162-43 METAL x x STUDS 0 16" O.0 I 40S162-33 METAL STUDS @ 16" O.C. ii CONT. C6x8.2 W/ ° CONT. 1/4„x8„ R METAL DECK 50 PLF 0 1 it WELD R TO JOIST SEE PLAN ;� SHOOT TRACK TO R 1 I! ® 12” O.C. W/ HILTI X—DNI PINS %"x 12" CONT. R WELD R. TO JOISTS PROVIDE L6x6x5/16" CONT. WELD ANGLE TO R WELD DECK TO R METAL JOIST SEE PLAN AL -ALI SEE PLAN SEE PLAN 1 RETURN SECTION RS -5.9 SCALE: 3/4" = 1'-0" PROVIDE 16 GA. RUNNER SHOOT RUNNER TO ANGLE W/ 0.145"0 HILTI X -DNI PINS @ 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS T/PARAPET SEE ARCH. - II, x x x 600S162-33 METAL x x ! STUDS @ 16" P.C. 60OS 162-43 METAL x x ' STUDS 0 16' O.C. j 40S162-33 METAL STUDS @ 16" 0_C. t CONT. C6x8.2 W/ a a II' CONT. 1/4"x8" R METAL DECK 300# M 1 i� WELD R TO JOIST SEE PLAN II SHOOT TRACK TO R EA_ JOIST ;I 0 12" O.C. W/ HILTI 1 X—DNI PINS %"x12" CONT. R 2'-61/2" WELD R. TO JOISTS PROVIDE L6x6x5/16" CONT. WELD ANGLE TO R WELD DECK TO 1 ("-2RETURN SECTION �-9 SCALE: 3/4n = 1'-0" T/PARAPET OIL SEE ARCH.. 3/,,-xl2" CONT. R WELD R TO JOISTS PROVIDE L6x6x-5/t6" CONT. WELD ANGLE TO R JL WELD DECK TO METAL JOIST SEE PLAN PLAN, SEE PLAN RETURN SECTION SCALE: 3/4" = 1'-0" PROVIDE 16 GA. RUNNER SHOOT RUNNER TO ANGLE W/'(2) 0.145"0 HILTI X -DNI PINS 0 16" 0,C, SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS 1000# EA. JOIST �� %"x 12" CONT. R WELD R TO JOISTS PROVIDE L6x6x5/16" CONT. WELD ANGLE TO WELD DECK TO R PROVIDE 16 GA. F SHOOT RUNNER TI 0145"0 HILTI X-1 @ 16" O.C. SCREW FLANGES TO FLANGES OF S W/ (2) #10-16 60OS 162-43 METAL STUDS @ 16 O.C. 6 RETURN SECTION RS 15.9 SCALE: 3/4» = 1'-0" WELT PRO WELI WELI T/PARAPET SEE ARCH. PHILL-IPS P A R T N E R S H I P Architecture • Interior Design Planning w►ar,. 770394.1616 Po"t 770.394.1314 K O H A C D E P ANCHOR B CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL j .. '°" '^'- ""'`" SEE PLAN 60OS162-43 METAL STUDS @ 16" O.C. 3 �-9 T/PARAPET SEE ARCH, SEE PLAN SEL PLAN RETURN SECTION SCALE: 3/4" = 1'-Q" T/PARAPET j, .L11 SEE ARCH. x x ,I t jj x x = 600S162-33 METAL II STUDS 4 16" O.C. 1 TYP. U.N.O. ji I( II II 40OS162-43 METAL STUDS 0 16" O.C. ! i, ! 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 60OS162-43 METAL Ij STUDS ® 16" O.C. i SHOPS BUILDINGS PROVIDE 16 GA. RUNNER SEE P SHOOT RUNNER TO ANGLE W/ (2) 0-145"0 HILTI X -DNI PINS Com? 16" O.C. 1 SCREW FLANGES OF RUNNER it PROJECT TO FLANGES OF STUDS W/ (2) #10-16 SCREWS 1 it THE MARKETPLACE 0 o ii CONT. C6x8.2 W/ AT SEMINOLE TOWNE CENTER O ! CONT. 1/4 x8 R 800# METAL DECK WELD R TO JOIST �- EA. JOIST SEE PLAN SHOOT TRACK TO R 0 12" O.C. W/ HILTI X -DNI PINS SANFORD, FLORIDA CLIENT %"x12" CONT. R 4 RETURN SECTION WELD R TO JOISTS PROVIDE L6x6x5/16" CONT. RS -5;9 SCALE: 3/4" WELD ANGLE TO WELD DECK TO R NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 CONT. C6x8.2 W/ TEL (770) 645-6566 FAX (770) 643-9540 CONT. 1/4"x8" R PHILLIPS JOB NUMBER WELD R TO JOIST SHOOT TRACK TO R 0208516 @ 12" O.C. W/ HILTI ISSUE DATE X—DNI PINS DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE DHURWG RETURN SECTIONS SHEET NUMBER RS=5m9 •eee CENTRAL SUITE .ee GEORGIAAl Lk-4TA, e ran 1 5" qq RAP -1 1 " EXP. JOINT EDGE OF PANEL 3'-'11" . 4 3 17'-7» RAP -2 0 o z .t V Z � ^� w a T/PANEL ELEV-__ T/PANEL ELEV_ (19'-2 ) DECK BEARING DECK BEARINGIF (16'-25/g") I ,, (15 —6 ) PANEL REINFORCEMENT 2'—O" PER DETAIL 13/RS-4.1 - PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 (3) #5 BARS EF OL F.F.E_ ELEV. (0'-0") B/PANEL ELEV. F.F.E. (-2'-9„( 4'-1 1 T/FTG. ELEV. ('I PARTIAL ELEVATION 'R!_ S—fi.l SCALE: 1/$” = 1'-0" F.F.E. ELEV_ (0'-0») B/PANEL ELEV. T/FTG.ELEV. (-1'-4") 4 9 00 5" RAP -3 RAP -4 1 " EXP. JT. O EDGE OF PANEL w ¢ T/PANEL ELEV, T/PANEL ELEV_ (20'-0») - DECK BEARING DECK BEARING � , » O F_F_E- ELEV_ �B/PANEL ELEV./PANEL ELEV. II� T/FTG: ELEV. (-1 —4 ) (1ZD) —6 ) PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 13/RS-4.1 2'-0. PER DETAIL 12/RS-4.1 (3) #.5 BARS EF 5 F.F.E. ELEV. .14 (0 _0..) F.F.E. B/PANELS/PANEL ELEV T/FTG. ELEV. ('2' PARTIAL ELEVATION RS -6.1 SCALE: 1/"" = 1'-0» now PHILLIPS OMEN P A R T N E R S H I P Architecture - Interior Design - Planning 770.394,1616 Rx 770.394.1314 K ZACANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 , 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 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. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT r� y NORTH AMERICAN PROPS IES 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 DHURWG DRAWING TITLE SHOPS 'IN'' PANEL ELEVATIONS I SHEET NUMBER RS=6ml •®ee CENTRAL PARK WEST 0 GEORGIA1 i / 500 W C3� � DECK BEARING (16'-21/2") T/PANEL ELEV_ (16'-0") F.F.E. ELEV Y (0'-0") B/PANEL ELEV. (-1'-11") T/FTG. ELEV. (-2'-0") n 400 1 PARTIAL ELEVATION RS -6. SCALE: 1/g" = i'-0- T/PANEL ELEV_ (17'-8") DECK BEARING (16'-21/2„) F, F, E. ELEV. dill B/PANEL ELEV. T/FTG_ ELEV_ (_ 1'-4") PH,ILLIPS P A R T N E R S H I P Architecture • Interior Design •Planning 770.394.1616 770.394.1314 K J A B ANCHOR C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL 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 SHOPS BUILDINGS 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) 643-8540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOPS "B" PANEL ELEVATIONS SHEET NUMBER RS=6m2 22'-31/2" 21 —$ 21'-8'/2" 22'-0" 22'-0"" 22'-0" 1 " EXP. JT_ RBP-2 RBP-3 RBP-4I RBP—,5 7 -) ISI VW J W J z W C J) p w (5 Ld < — n� REINFORCEMENT PANEL RCINFOR,EM NT GL NiPANGL PANEL R INF PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 PER DETAIL 12/RS-4.1 2'-4" 2'-4" PER DETAIL 12/RS-4-,h PER DETAIL 12/RS-4.1 2,-4"F2'_4° PER DETAIL 12/RS-4.1 4'— 1 1 3'-4" 3'-4" 3'-4" 3, 4" OPENING OPENING OPENING II OPENING OPENING ,n a� 00 F. F. E. 3'—O" 1 PARTIAL ELEVATION RS -6. SCALE: 1/g" = i'-0- T/PANEL ELEV_ (17'-8") DECK BEARING (16'-21/2„) F, F, E. ELEV. dill B/PANEL ELEV. T/FTG_ ELEV_ (_ 1'-4") PH,ILLIPS P A R T N E R S H I P Architecture • Interior Design •Planning 770.394.1616 770.394.1314 K J A B ANCHOR C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL 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 SHOPS BUILDINGS 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) 643-8540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOPS "B" PANEL ELEVATIONS SHEET NUMBER RS=6m2 b T/PANEL ELEV. (20'-0") DECK BEARING Y (16'-21/2") lot F.F.E. ELEV. B/PANEL ELEV. T/FTG. ELEV. —l'-4") /PANEL ELEV_ DECK BEARING (16'-21/2") F_F_E. ELEV. 4 (0'-0'1) ,rt B/PANEL ELEV, T/FTG. ELEV. '-4n) C07 21 18'-1 1/2" 18'-9" PANEL REINFORCEMENT ✓ PER DETAIL 12/RS-4.1 18'—g" NANEL REINFORCEMENT 2'-0" PER DETAIL 13/Ra-4.1 (3) #5 BARS EF 18'-83/,,. B/PANEL ELEV. L�r B/PANEL ELEV. RCP -4 C L RCP -3 ;N z RCP -2 : Z RCP -1 - 4 d PANEL REINFORCEMENT PANEL REINFORCEMENT--' PER DETAIL `PANEL REINFORCEMENT W w �W �a PER DETAIL '12/RS-4.1 W zW PER DETAIL 13/RS-4.1 (3) #5 BARS EF W zw z �- PANEL REINFORCEMENT PANEL REINFORCEMENT— (:PANEL REINFORCEMENT PANEL REINFORCEMEiJT-/ PER DETAIL 12/RS-4-.I 4'-4S/4" 3'-4° OPENING PER DETAIL 12/RS--4,1 3'-4" (OPENING 2'-4, PER DETAIL 12/RS-4.1 2'-4" T-4"3,-4» (OPENING PER DETAIL 12/RS-4,1 OPENING in I F. F. E. 170 1 PARTIAL ELEVATION RS—B. SCALE: 1/8" - 17-0" A.1 A 19'-41/4- 20'-0" 20'-0" 20'-0" PANEL REINFORCEMENT ✓ PER DETAIL 12/RS-4.1 PANNTD PEREUETAIL 13/RS E41 Z'—q" (3) #5 BARS EF NANEL REINFORCEMENT 2'-0" PER DETAIL 13/Ra-4.1 (3) #5 BARS EF PANEL REINFORCEMENT✓ PER DETAIL 12/RS-4.1 F.F.E. B/PANEL ELEV. L�r B/PANEL ELEV. _ z O W C� J W C W z W 4 d PANEL REINFORCEMENT PANEL REINFORCEMENT--' PER DETAIL `PANEL REINFORCEMENT PER DETAIL '12/RS-4.1 13/RS-4.1—q" T'�L (3) #5 BARS EF PER DETAIL 13/RS-4.1 (3) #5 BARS EF PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 K'3'_PARTIAL ELEVATION RS -6.3 SCALE;/g" = 1'-0" z Z w DECK BEARING (16'-21/2") Y T/PANEL ELEV,. F.F.E. ELEV. j. (0'-0") B/PANEL ELEVi T/FTG_ ELEV: T/PANEL ELEV. (20'-0") DECK BEARING - (17'— 10 1/2") T/PANEL ELEV (24'-0'') T/PANEL ELEV_ DECK BEARING (16'-21i1/ -) F.F.E. ELEV. ,� F.F.E. ELEV. PANEL REINFORCEMENT ✓ PER DETAIL 12/RS-4.1 PANNTD PEREUETAIL 13/RS E41 Z'—q" (3) #5 BARS EF NANEL REINFORCEMENT 2'-0" PER DETAIL 13/Ra-4.1 (3) #5 BARS EF PANEL REINFORCEMENT✓ PER DETAIL 12/RS-4.1 F.F.E. B/PANEL ELEV. L�r B/PANEL ELEV. T/FTG. ELEV. T/FTG_ ELEV_ _f T/PANEL ELEV, (20'-0") a - DECK BEARING (17-101/2") F F E ELEV_ (0'-0") B/PANEL ELEV. T/FTG. ELEV, RCP -8 � RCP -7 �o W Z J RCP -6 Z 0 W � Z J W W Z � O W � L_ W U Z Cat ('2"'),PARTIAL ELEVATION �_e SCALE: '/g = 1'-0" W O 0 W T/PANEL ELEV_ (20'-0") DECK BEARING (16'-2/2") F.F,E. ELEV_ (0'-0") B/PANEL ELEV. T/FTG. ELEV. (`2'-0") ('4 PARTIAL ELEVATION RS -6. SCALE: 1/g" = 1'-0" 0 T/PANEL ELEV. (20'-0") DECK BEARING (16'-21/2„) F.F.E. ELEV, (0'—O") B/PANEL ELEV. (-1'-3") T/FTG. ELEV. (-1'-4") PHILLIPS WOMENEM M"aftw.. P A R T N E R S H I P Architecture - interior Design •Planning 770.394.1616 ftx 770.394.1314 K J z ANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 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 i i SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT r, NORTH AMERICAN PROPMES 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 DHURWG DRAWING TITLE SHOPS "C" AND "D" PANEL ELEVATIONS SHEET NUMBER RS=6.m3 PANEL REINFORCEMENT ✓ PER DETAIL 12/RS-4.1 PANNTD PEREUETAIL 13/RS E41 Z'—q" (3) #5 BARS EF NANEL REINFORCEMENT 2'-0" PER DETAIL 13/Ra-4.1 (3) #5 BARS EF PANEL REINFORCEMENT✓ PER DETAIL 12/RS-4.1 F.F.E. ('2"'),PARTIAL ELEVATION �_e SCALE: '/g = 1'-0" W O 0 W T/PANEL ELEV_ (20'-0") DECK BEARING (16'-2/2") F.F,E. ELEV_ (0'-0") B/PANEL ELEV. T/FTG. ELEV. (`2'-0") ('4 PARTIAL ELEVATION RS -6. SCALE: 1/g" = 1'-0" 0 T/PANEL ELEV. (20'-0") DECK BEARING (16'-21/2„) F.F.E. ELEV, (0'—O") B/PANEL ELEV. (-1'-3") T/FTG. ELEV. (-1'-4") PHILLIPS WOMENEM M"aftw.. P A R T N E R S H I P Architecture - interior Design •Planning 770.394.1616 ftx 770.394.1314 K J z ANCHOR B C D E F G H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 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 i i SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT r, NORTH AMERICAN PROPMES 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 DHURWG DRAWING TITLE SHOPS "C" AND "D" PANEL ELEVATIONS SHEET NUMBER RS=6.m3 T/PANEL ELEV. DECK BEARING (17'-21/2") --- F.F.E. ELEV_ , (0 —0 ) _L_ B/PANEL ELEV. T/FTG_ ELEV_ F (-1'-4") G.3 Lv �IANEL ELEV. DECK BEARING (17'-21/20) F.F.E. ELEV_ (0'-0") B/PANEL ELEV. T/FTG.ELEV. 1 PARTIAL ELEVATION RS -6. SCALE_ 1/$" = 1'-0" A.5 l w 1, T/PANEL ELEV. DECK BEARING F_F,E. ELEV_ (0'-0") B/PANEL ELEV_ Y (-1'-3") - T/FTG. ELEV. (-1'-4") 70, 0 20'-7" 19'-0" 20'-9" REP -15 REP -14 a REP -13 20'-4" J w L < j c w O :� a a w C9 w I z 0 PANEL REINFORCEMENT PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 13/RS 4.1 2'- 0 (2) #5 BARS EF 2'-0" PER DETAIL. 13/RS-4.1 (2) #5 BARS EF PER DETAIL 12/RS-4.1 L1 bi G F.F.E. a a W (2NPARTIAL ELEVATION RS -B. SCALE: 1/$" = 1'-0" T/PANEL ELEV. (19' —4") DECK BEARING F.F.E. ELEV. (01-0") 01 B/PANEL ELEV_ (-1'-3") T/FTG. ELEV. T/PANEL ELEV. (19'-4") DECK BEARING (17'-21/2") F.F_E_ ELEV. (0' ., B/PANEL ELEV. T/FTG. ELEV. -^ Y (-1'-4") I 3 PARTIAL ELEVATION RS -6. SCALE. 1/8,� = 1,-0" L 0 T/PANEL ELEV_ (19'-4") DECK BEARING F.F.E. OELO� B/PANEL ELEV. (-1'-3") T/FTG. ELEV. E Re! LL 0 9 25'-0" -0" o REP -7 ` 20'-0" 1 20'-4" J w L REP—S L REP -4 :� REP -3 PER DETAIL 12/RS-4.1 OPENING I z 0 F.F.E. z w o w L1 bi G j a a W G w PANEL REINFORGEMENI'D PANEL REINFORCEMENT ✓ PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 PER DETAIL 13/RS-4.1 2'_0" 2'-0" PER DETAIL 13/RS-4.1 � (2) #5 BARS EF (2) #5 BARS EF F.F.E. _- 0 9 25'-0" 24'-41/2» o REP -7 ` a 1 J w L W W z L PANEL REINFORCEMENT- :- PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 4" 1 1'-8"Fr3'- ENING PER DETAIL 12/RS-4.1 OPENING I F.F.E. T/PANEL ELEV. (19'-4") DECK BEARING (16'-21/2") F.F.E. ELEV. (0'-0") B/PANEL ELEV, (-1'-3") T/FTG. ELEV. T/PANEL ELEV_ (19'-4") DECK BEARING (16'-21/2-) F.F.E. ELEV. (0'-0") B/PANEL ELEV_ T/FTG. ELEV_ -4, k PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Pwo 770.394.1616 770.394.1314 K J C D E F G H A ANCHOR B CONSULTANT HAINES, IPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL 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 bebw. All rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS BUILDINGS PROJ ECT THE MARKETPLACE AT SE,MINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT ok- a a NORTH AMERICAN PRDPEMES 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 DHURWG DRAWING TITLE SHOPS "E" PANEL ELEVATIONS SHEET NUMBER RS=6m4 1 , E T/PANEL ELEV, (19'-4") DECK BEARING � (16'-21/2") F.F.E. ELEV. "F (01-0") 7__ B/PANEL ELEV. J OT/FTG. E/FTG.) ELEV. "(-1'-4")1'-4") w _T/PANEL ELEV DECK BEARING Y (16'-21/2") F.F.E. ELEV. (or—Opp) OLB/PANEL ELEV. _ " (-1 1 -3") 41 T/FTG. ELEV_ 010 nc 24'-43/4" 17'-7" RFP -3 20'-0" RFP— 1 W 25'-0" RFP -10 w Z z RFP -9 o_ z RFP -8 W J w Li, o a w PANEL REINFORCEMENT PANEL REINFORCEMENT) CANEL REINFORCEMENT (- PER DETAIL 13/RS-4.1 ww Z C4 J z 2'-0" Z (3 J z - w O (3) #5 BARS EF aLL w a w PANEL REINFORCEMENT--' "--pANEL REINFORCEMENT -- PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 3'-4„ 2,-J:'-4" PER DETAIL 12/RS-•4.1 3,,4„ PER DETAIL12/RS-4.1 NING F3�- 4OPENINGOPENING LO I F.F.E. >, 19'-21/2'# 20'-91/2" 20 4 C 19'-10" 17'-7" RFP -3 — RFP -2 _ RFP— 1 W ZI w Q w Z � W J G Z 1 CL -1 4 Z d o_ a. a. w J w Li, o a w PANEL REINFORCEMENT PANEL REINFORCEMENT) CANEL REINFORCEMENT PER DETAIL 12/RS-4.1 PER DETAIL 13/RS-4.1 PER DETAIL 13/RS-4.1 W 2'-0" 2'-0" (3) #5 BARS EF 5 (3) #5 BARS EF 1 PARTIAL ELEVATION RS -6.5 SCALE: 1/8" = 1'-0" RFP -13 _� RFP -12 RFP -11 J ZI w G LL, Ld o_ Z J w Li, o w 0 n W PANEL REINFORCEMENT - PER DETAIL 13/RS-4.1 2�-0" (2) #5 BARS EF F.F.E. PANEL REINFORCEMENT 2'-0" PER DETAIL 13/RS-4.1 2 #5 BARS EF " PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 B I I w T/PANEL ELEV. DECK BEARING F.F.E. ELEV. B/PANEL ELEV. (-1'-3") T/PANEL ELEV. r A K I IN t K b H I r (19'-4") DECK BEARING Architecture Interior Design - Planning (18-10 7701.394.1616 w- 770.394.1314 e , K F.F.E: ELEV. e F c H (O' -O") A ANCHOR B C � B/PANEL ELEV. (-1 a -3n) T/FTG. ELEV. (-1'-4") v CONSULTANT 2 PARTIAL ELEVATION Rs -6.5 SCALE: 1/g" = 1'_0" B.9 RFP -15 Z RFP -14 w O Q w 4- Z_ � C� Z O a w w T/PANEL ELEV., (19'-4") DECK BEARING (17'-81/2") 3 PARTIAL ELEVATION RS -6.5 SCALE: .1/8" = 1'-0" F_F_E_ ELEV. (p' -o") 'ANEL ELEV. (-1'-3') T/PANEL ELEV. (19'-4") DECK BEARING (1.7'-8") F.F.E. ELEV. (0'-0") ly B/PANEL ELEV. (-1'-3") T/FTG. ELEV. 0 HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD r.-.,S,UITE X00 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL I REVISIONS # DATE DESCRIPTION ' I I Thie document is Q Phillipe Portnership, PC and is n- considered on Instrument of Service and is solely for use wk 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 SHOPS BUILDINGS PRO) ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SAN FORD, FLORIDA CLIENT ' c r NORTH AMERWAN 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 I DHURWG DRAWING TITLE SHOPS 11F PANEL ELEVATIONS i SHEET NUMBER RS=6m5 PROJECT DIRECTORY OWNER: MOVIESTOP JEFF WILSON 1910 COBB INDUSTRIAL BLVD PH: (770) 590-1765 x-227 KENNESAW, GA 30152 FAX: (770) 424=5918 ARCHITECT: PHILLIPS PARTNERSHIP BILL RANDALL, AIA 9000 CENTRAL PARK WEST PH: (770) 394-1616 SUITE 400 FAX: (770) 394-1314 ATLANTA, GA 30328 MECHANICAL/ ,KLH ENGINEERS, P.S.C. JIM TAVERNELLI PLUMBING/ELECTRICAL: 1538 ALEXANDRIA PIKE PH: (859) 442-8050 FORT THOMAS, KY 41075 FAX: (859) 442-8058 GENERAL TBD TBD CONTRACTOR: BUILDING CITY OF SANFORD DON FLORIAN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: FIRE CITY -OF"SANFORD FRANK BLACKLEY DEPARTMENT: 300 N. PARK AVENUE PH: (910)-343-0696 SANFORD, FL 32772 FAX: (910)343-4772 'i RETAI L lTE,NANT.UPFIT PROJECT INFORMATION SEMINOLE TCENTER LOCATION: CITY OF SANFORD .SANFORD, SANFORD, FL VAN F 01 \ D F PROJECT ADDRESS: MARKET PLACE... SEMINOLE TOWN CENTER SANFORD, FL SITE ZONING: BUILDING SET BACKS: EXISTING SEISMIC ZONE: EXISTING STRUCTURE STRUCTURAL APPLICABLE CODES DOCUMENTS BY OTHERS FLORIDA BUILDING CODE (FBG)��,v-�001 EDITION._ LIFE SAFETY CODE (NFPA 101)�'-'FF Nom` NATIONAL ELECTRIC CODE (NEC) 2002 EDITION INTERNATIONAL GAS CODE (IGC) 2000 EDITION INTERNATIONAL, MECHANICAL CODE (IMC) 2000. EDITION INTERNATIONAL PLUMBING CODE (IPC) 2000 EDITION OCCUPANCY CLASSIFICATION: OCCUPANCY - GROUP M TYPE OF CONSTRUCTION TYPE `'IV A L HEIGHT: ., L OWABLEEXISTING �i� , ACTUAL HEIGHT: ONE STORY - VARIES 234MAX. -ALLOWABLE AREA; UNLIMITED OCCUPANT SEPARATION: N/A ,M1 TENANT SEPARATION: 1 HOUR r r EXITS REQUIRED: EXITS PROVIDED: 2 1910 COBB INDUSTRIAL BLVD :TRAVEL DISTANCE: 100'-0" MAX SPRINKLERED/ UNSPRINKLERED UNSPRINKLERED KENNESAW, GA 30152 EGRESS REQUIREMENTS BUILDING: OCCUPANT LOAD: TOTAL OCCUPANT LOAD: 3624 SF x 1 OCCUPANT/30 SF 121 OCCUPANTS UNITS OF EGRESS REQUIRED (0.2'"-x121.00CUPANTS) 24.2 INCHES MEANS OF EGRESS AT FRONT 72 INCHES MEANS OF EGRESS AT REAR 36 INCHES TOTAL UNITS OF EGRESS PROVIDED 108 INCHES LIST CSF DRAWINGS ARCHITECTURAL CS -1 COVER SHEET CS -2 GENERAL INFORMATION w VED A-1.1 FLOOR PLAN AND DOOR SCHEDULE I wr�� A-1.2 FINISH PLAN 4� A-3.1 REFLECTED CEILING PLAN A-3.2 FLOOR COVERING PLAN A-4.1 EXTERIOR ELEVATIONS .OFFICrw A-4.2 INTERIOR ELEVATIONS A-6.1 ENLARGED PLANS AND DETAILS F-1:0' FIXTURE PLAN ELECTRICAL E1 ELECTRICAL POWER AND SYSTEMSRMI FK a #0 E2ELECTRICAL LIGHTING PLAN'S E ELECTRICAL DETAILS AND_SCHEDULES -� E4 ELECTRICAL SPECIFICATIONS P A R T N E R S H I P Architecture ■ Interior Design ■ Planning 9000 CENTRAL PARI.,`WEST SUITE 4:00 ATLANTA, GEORGIA 30323 (770,)1394-1616 TELE ED -1314 FAX (770)394 P�HIL,LlrmS P 7r1 R T N E R S H I P Architecture • Interior Design ■ Planning Phone 770.394.1616 1- 770.394 3314 CONSULTANT PLANS :REVIEWED CITY OANFORD SEAL REVISIONS This document is (h. Phillipe Partnership, PC and Is considered on Instrument of Service and is solelyy for use with respect to the projeot as Indlooted below. MI rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. PROJECT f } THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD, FL - 32771 CLIENT _ M oviedlo p 1918 COBB INDUSTRIAL BOOLEVARII KENNESAW, GEORGIA 31152 PHILLIPS JOB NUMBER . 0505102 ISSUE DATE 5105105 DRAWN BY/CHECKED BY TEL/WDR DRAWING TITLE" COVER SHEET SHEET NUMBER 9000 CENTRAL SUITE -rr GEORGIAr 0900 3.518 li-p, w minj" 1 4 10 , 1oi 7 t6rMe �Iat rAi" , 0. 2,5 MSG 0 wh.'AAA Jkm 4C is USMrs stlk4 M44kd to floor :.. Steel wtwl 1'4 .31 to m f6irmi + i 0., � M ter) w it kj rsal hoot wool, f�� a 6-tt II S � ] Cal � , cy, orm a + - tldo 4 idofaMNIwto t !feel s g 0�4 OC 440k, 0(tw0d 1 �rl(llK.4 gn O�It Waw t: t . W 1tl l wit wallboaartl is scmw Qo0c WFASCO xYPSU",r I f, IRC Cox um W T 0 py'PSUM. IN r�4 yi Maw $" VPN,; co SC SHXI, WiRt or, ` . 11w *two 14reboard 41.I G =4fqt1aslAW 24 dacobw 0,11em,4v12 Cy Nf, COMPANY 001110 "+%» Y�P$ , jw jlw:t. A 0, 444 0)"gid r L d OJAI two, A,U 10 ,01.0 40 A COW 4 wt1< PSI _ 000111111413,32 in. ted A r tV W, t vtl"� �Ili4:11- o;�tt�Mtei wt I�1 Atel 44MIA + Q' Iw w tt r : 4 n � Al" � �t��� »I�17 1,/2.,0 Io ' steel so1 1. SYMBOLS 11.5 CENTERLINE OF COLUMN 11.5 FACE OF STRUCTURE NOTE TAG REFERENCING GENERAL NOTES ON PLANS ' DOOR NUMBER, SEE DOOR SCHEDULE 3 ELEVATION MARK 4 ENLARGED PLAN A-6.2 DETAIL MARK SECTION MARK A-5.4 'SIM' - SIMILAR 'OH'- OPPOSITE HAND ABBREVIATIONS A. B. ANCHOR BOLT F.D. FLOOR DRAIN P PAINT ACOUST ACOUSTICAL F/O FACE OF PC. PIECE A.F.F. ABOVE FINISH FLOOR FIN. FINISH PL., R. PLATE ALT. ALTERNATE FL. FLOOR PLAS, PLASTER, PLASTIC ALUM. ALUMINUM FDN. FOUNDATION PLYWD. PLYWOOD APPROX. APPROXIMATELY F.S. FLOOR SINK PTD. PAINTED ARCH. ARCHITECT/ARCHITECTURAL FT FOOT, FEET QUAN. QUANTITY BD. BOARD FTG. FOOTING R RADIUS; RISER BLDG. BUILDING G.C. GENERAL CONTRACTOR RE. REFER BLK. BLOCK GA. GAUGE; GYPSUM ASSOC. REINF. REINFORCING BLKG. BLOCKING GALV. ` GALVANIZED REQD. REQUIRED BM. BEAM GEN. GENERAL RESIL. RESILIENT B.O.S. BOTTOM OF STEEL GL. GLASS/GLAZING:GLUE REV REVISION, REVERSE BRG. BEARING GWB GYPSUM WALL BOARD RM. ROOM BS, BOTH SIDES H. HIGH R.O. ROUGH OPENING BTM. BOTTOM H.B. HOSE BIBB RQMTS. REQUIREMENTS B.T.S. BUILD TO SUIT HC HANDICAPPED R.T.S. REHAB TO SUIT B.U.R. BUILT UP ROOF HDW. HARDWARE RTU ROOFTOP UNIT C.I. CAST IRON H.M. HOLLOW METAL R.W.L. RAIN WATER LEADER C.J. CONTROL JOINT HORIZ. HORIZONTAL SCHED. SCHEDULE C.T. CERAMIC TILE H.P. HIGH POINT S.D. SELF DEVELOP CAB. CABINET HT. HEIGHT SF SQUARE FEET, STOREFRONT CEM. CEMENT(ITIOUS) H.V.A.C. HEATING VENTILATING & SHT. SHEET CG CORNER GUARD AIR CONDITIONING SIM. SIMILAR CL. CLEAR ID INSIDE DIAMETER S.M.S. SHEET METAL SCREW CL., C, CENTERLINE INCL INCLUDE(ING) SPECS SPECIFICATIONS CLG. CEILING INSUL INSULATION SQ SQUARE CMU. CONCRETE MASONRY UNIT INT. INTERIOR, INTERMEDIATE SQ, FT, SQUARE FOOT/FEET. CO CLEAN OUT JT. JOINT S.S. SERVICE SINK, STAINLESS COL. COLUMN LAM. LAMINATED STEEL CONC. CONCRETE LF LINEAR FEET STD. STANDARD CONST: CONSTRUCTION LG. LONG, LARGE ' STL STEEL CONT. CONTINUOUS L.L. LANDLORD STOR STORAGE CONTR. CONTRACTOR LLH LONG LEG HORIZONTAL STRUCT. STRUCTURAL CPT. CARPET LLV LONG LEG VERTICAL SUSP. SUSPENDED CR CARTRAIL,CHAIRRAIL L.P. LOW POINT T TREAD CSK COUNTERSUNK MAS. MASONRY TIB TOP & BOTTOM D DEPTH; DEEP MATL. MATERIAL TEL TELEPHONE DBL DOUBLE MAX. MAXIMUM TIO TOP OF DEMO DEMOLITION MECH. MECHANICAL T.O. TAKE OVER DET. DETAIL MED. MEDIUM T.Q.M. TOP OF MASONRY DIA.,DIAMETER MFR. MANUFACTURER T.O.S. TOP OF STEEL DN. DOWN MIN. MINIMUM TH THICK(NESS) DIM. DIMENSION MISC. MISCELLANEOUS TYP. TYPICAL D.O. DOOR OPENING M.O. MASONRY OPENING UL UNDERWRITERS LABORATORY D.S. DOWNSPOUT M.R.G.B. MOISTURE RESISTANT U.N.O. UNLESS NOTED OTHERWISE DWG. DRAWING GYPSUM BOARD V, VOLT, E EAST MTD MOUNTED VCT. VINYL COMPOSITION TILE EA. EACH MTL METAL VERT VERTICAL E.B. EXPANSION BOLT N NORTH W WIDTH; WASTE; WEST; WIRE EDC ELEC. DISTRIBUTION CENTER N.A. NOT APPLICABLE W/ WITH EIFS EXTERIOR INSULATION N.I.C. NOT IN CONTRACT W.C. WATER CLOSET FINSH SYSTEM NO., # NUMBER WD. WOOD E.J. EXPANSION JOINT NTS NOT TO SCALE WT WEIGHT EL. ELEVATION (FLOOR) O/A OVERALL W/H WATER HEATER ELEV. ELEVATION O.F.D. OVERFLOW DRIAN W/I WITHIN ELEC, ELECTRICAL OM OVERHEAD W/O WITHOUT EQ. EQUAL 0/0 OUT TO OUT WWF: WELDED WIRE FABRIC EQUIP. EQUIPMENT OC ON CENTER EAN EACH WAY OD OUTSIDE DIAMETER EWC ELECTRIC WATER COOLER O.D. OFFICE DEPOT/OVERFLOW EXIST. EXISTING DRAIN EXP. EXPOSED, EXPANSION OPNG. OPENING EXT. EXTERIOR OPP OPPOSITE P�.H-ILLI S P A R T N E R S H I P Architecture ■ Interior Design ■ Planning Phone 770.3941616 Fax 770.394,1314 CONSULTANT SEAL t REVISIONS This document Is Qj Phillipo Partnership. PC and is considered on Instrument of Service and is solely for use with respectto the projeot as indicated below. All rights reserved, This document may not be reproduced without the prior wflttrn content of Phillips Partnership, PC. PROJECT .q THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD , FL - 32771 CLIENT MovieStop 1910 COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 3/152 PHILLIPS JOB NUMBER 0505'102 ISSUE DATE 5/05/05 DRAWN BY/CHECKED BY HMO/WDR DRAWING TITLE GENERAL INFORMATION SHEET NUMBER CS72 MMWM—, 71!7 1 7777777" 77777m�m `000 CENTRAL PARK WEST +00 s. . 0 oa CD t� 00 I NEIGHBORING TENANT- NIG 12 7'-6" 7'-6Jn $ ; MENS WOMENS� 14 u ._ 5B 9 4 5A 8'-11$" 2 " 7,�1,� 3'-4" 8 3'41 : e is IEEE-_ : __ ::.- -_- ._ ---i [- -- - - .._._. ... :: -_ L J 2 3 STORAGE/ L ELECTRICAL 4 ZQ 4I-- - -I 3 A 4.2 L _._ -1 AA 2 L r3 I � SALES 1./_ J v/ -4-_1 AREA I� K- - 'E -i L 1 1 ENTRY LOCATION A-4.1 13'-2" W-2" 1 FLOOR PLAN A-1.1 SCALE: 1/8"=1'-0" I 45'-8" - G.1 G A.5 A 101 100 DOOR SCHEDULE DOORS FRAME FINISH DETAILS FR HDW DOOR SET NOTES # NAME W H T MATERIAL FINISH HEAD JAMB SILL (a:) SALES AREA (PAIR) 3'-0" 7'-0" 1314" STOREFRONT MATCH EXIST, L. -I THROW UL LATCH SL716OD26D (DULL 1 VESTIBULE ( NOT USED) - - - - SALES 1./_ J v/ -4-_1 AREA I� K- - 'E -i L 1 1 ENTRY LOCATION A-4.1 13'-2" W-2" 1 FLOOR PLAN A-1.1 SCALE: 1/8"=1'-0" I 45'-8" - G.1 G A.5 A 101 100 DOOR SCHEDULE DOORS FRAME FINISH DETAILS FR HDW DOOR SET NOTES # NAME W H T MATERIAL FINISH HEAD JAMB SILL (a:) SALES AREA (PAIR) 3'-0" 7'-0" 1314" STOREFRONT MATCH EXIST, HOLLOW METAL PROVIDE AND INSTALL HI -LO ELECTRIC WATER THROW UL LATCH SL716OD26D (DULL 1 VESTIBULE ( NOT USED) - - - - EXTINGUISHERS AS SHOWN. PROVIDE WALL 3� PROVIDE AND INSTALL NEW SERVICE SINK. (NOT REAR LOADING 3'-0" T-0" 11/41, EXISTING NATURAL (WD -1) (P-1) USED)' NOTE: DOOR IS NOT SUBJECT TO 3 2,3,5,9 ® STORAGE/ ELECTRICAL T-0" T-0" 11/4" SOLID WOOD NATURAL (WD -1) (P-1) 2/A-1.1 21A -1.1 -SIM O 5 5,10 5A WOMEN'S RESTROOM V-0" T-0" 11/4" SOLID WOOD NATURAL (WD -1) (P-1) 2/A-1.1 21A-1.1- SIM 4 W 4,7 5B MEN'S RESTROOM 3'-0" T-0" 1114" SOLID WOOD NATURAL D-1 P-1) 2/A-1.1 2/A-1.1- SIM 4 M 4,7 10 PAINT SOLID YELLOW ON FLOOR 36" IN FRONT OF FOR CONTRACTOR INSTALLATION. ( SEE Ar6,1) AND TO THE SIDES OF ELECTRICAL PANEL AS DOOR NOTES 1, PROVIDE AND INSTALL KICK PLATE ON DOOR AS SPECIFIED IN THE DOOR TYPES, THIS SHEET. (NOT USED) 2. DOOR, FRAME AND HINGES ARE EXISTING. PROVIDE AND INSTALL ANY MISSING ITEMS OF HARDWARE PER HARDWARE NOTES. 3. PROVIDE (ONE) PEEP HOLE TO VIEW OUT. MOUNT @ 5'-0" AFF. 4. PROVIDE SIGNAGE. 5. PROVIDE A SIGN POSTED ON THE EGRESS SIDE, ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND. 6. PROVIDE "C" LABEL DOOR AND FRAME PER UNDERWRITER'S LABORATORIES INC. (IF REQUIRED BY CODE). 7. 3/4" UNDERCUT B. DOOR TO RECEIVE LOUVERED VENT. (NOT USED) 9. EXISTING DOOR 10. 16" X 16" LOUVER. SEE MECHANICAL DRAWINGS. MTL. STUDS 5/8" GWB 1/4" CONT. CAULK JOINT BOTH SIDES HOLLOW METAL DOOR FRAME DETAIL SCALE: 1 112"=1'-0" NOTE BUILDING SHELL AND EXTERIOR WALLS ARE EXISTING. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT TO ANY DESCREPANCIES / CONFLICTS KEYED NOTES HDW # 5 MOVIE STOP SHALL SUPPLY 1� ALL EXISTING STOREFRONT TO BE CLEANED AT O FIRE EXTINGUISHERS - PROVIDE AND INSTALL, (4) CONTRACTOR QUALITY STOREROOM TURN -OVER. LOCK 2A-10BC RATED FIRE EXTINGUISHERS SIMILAR TO 2 3/4" BACKSET; 4 7/8" ANSI STRIKE; 1/2" PROVIDE AND INSTALL HI -LO ELECTRIC WATER THROW UL LATCH SL716OD26D (DULL JL INDUSTRIES MODEL COSMIC 5E. LOCATE CHROME) COOLER. EXTINGUISHERS AS SHOWN. PROVIDE WALL 3� PROVIDE AND INSTALL NEW SERVICE SINK. (NOT MOVIE STOP SHALL SUPPLY AND BRACKETS AND MOUNT CONTROLS AT 54" AFFMAX, INSTALL HARDWARE. USED)' NOTE: DOOR IS NOT SUBJECT TO PROVIDE FIRE EXTINGUISHERS SIGNS ON LOCKING WHILE THE BUILDING IS PRIVACY SET, WALL STOP, CLOSER OCCUPIED. (NOT USED) WALL DIRECTLY ABOVE EACH UNIT.EXTINGUISHERS O PROVIDE AND INSTALL ALL TOILET ROOM SHALL BE INSPECTED AND FIXTURES IN COMPLIANCE WITH ADA LAWS AND TAGGED. ACCESSIBILITY CODES. TENANT TO PROVIDE SOAP, HAND TOWEL AND PAPER ACCESSORIES 10 PAINT SOLID YELLOW ON FLOOR 36" IN FRONT OF FOR CONTRACTOR INSTALLATION. ( SEE Ar6,1) AND TO THE SIDES OF ELECTRICAL PANEL AS ODEDICATED 5 TENANT'S FIXTURE CONTRACTOR SHALL PROVIDE CLEAR FLOOR SPACE. CASH WRAP. GENERAL CONTRACTOR TO INSTALL. 11 APPROX LOCATION OF ELECTRICAL PANELS, O TENANT'S FIXTURE CONTRACTOR SHALL PROVIDE AND INSTALL 12 CONTRACTOR SHALL VERIFY EXTERIOR SLAB IS MANAGER'S OFFICE DESK.(NOT LEVEL WITH INTERIOR FLOOR SLAB. NOTIFY USED) ARCHITECT IF VARIES. (7 j PROVIDE AND INSTALL 48" X 24" X 1/2" PLYWOOD 13 SENSORMATIC BY OWNER. G.C. TO RUN CONDUIT MOUNTED ADJACENT TO ELECTRICAL PANELS AS AND PULL STRING INSIDE VESTIBULE FRAME. BACKER BOARD FOR PHONEISECURITY SYSTEM. INSTALL JUNCTION BOX @ BASE OF STOREFRONT. SENSORMATIC TO PULL WIRE AND MAKE PROVIDE AND INSTALL MIRRORS FOR TOILET CONNECTIONS. ROOMS. 14 8 CONTRACTOR TO COORDINATE WITH FIXTURE MANUFACTURER FOR BLOCKING, TYPICAL AT WALL FIXTURES. HARDWARE SET HDW # 1 HDW # 5 MOVIE STOP SHALL SUPPLY ALL LOCKSETS TO HAVE SAME KEY. HARDWARE FOR CONTRACTOR S. PARKER LEVERSET INSTALLATION. CONTRACTOR QUALITY STOREROOM LOCK HDW#2 2 3/4" BACKSET; 4 7/8" ANSI STRIKE; 1/2" PUSH/PULL LATCH PLATES, WALL THROW UL LATCH SL716OD26D (DULL STOP, CLOSER, 24" HIGH X 46" WIDE CHROME) KICK PLATES BOTH SIDES. (NOT USED) HDW # 3 HDW # 6 PANIC EXIT DEVICE, THRESHOLD, MOVIE STOP SHALL SUPPLY AND CLOSER, WEATHER STRIPPING, INSTALL HARDWARE. RAIN DRIP NOTE: DOOR IS NOT SUBJECT TO HDW#4M+#4W LOCKING WHILE THE BUILDING IS PRIVACY SET, WALL STOP, CLOSER OCCUPIED. (NOT USED) MTL. STUDS 5/8" GWB 1/4" CONT. CAULK JOINT BOTH SIDES 3 CASED OPENING DETAIL A-1.1 SCALE: 11/2"4 -0 - WALL CONSTRUCTION TYPES 0 REAR WALL: EXISTING, TO REMAIN AS IS. 2� TENANT DEMISING WALL: EXISTING METAL STUDS AND FIRE RATED GWB. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE, AND TO LIKE NEW CONDITION. EXTEND GWB TO ROOF DECK, ALIGN ADJACENT SURFACES. FINISH PER FINISH SCHEDULE. EXTERIOR WALL: EXISTING. FUR OUT AS REQUIRED TO PROVIDE 513" GWB TO ROOF DECK. PATCH AND REPAIR AS REQUIRED. FINISH PER FINISH SCHEDULE. ® PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" O.C. WITH ONE LAYER 5/8" GWB EACH EXPOSED SIDE TO ROOF DECK. FINISH PER FINISH SCHEDULE. (PROVIDE FIRE RATED PARTITION AS REQUIRED BY CODE.) v5 PARTITION WALL: 3 518" (20 GA) METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GWB EACH EXPOSED SIDE TO 6" ABOVE FINISHED CEILING. FINISH PER FINISH SCHEDULE. ® PARTITION WALL: 3 5/8" (20 GA) METAL STUDS AT 16" O.C. WITH ONE LAYER 518" GWB EACH EXPOSED SIDE 12-0" A.F.F. FINISH PER FINISH SCHEDULE. (NOT USED) PARTITION WALL: EXISTING FIRE RATED WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MAINTAIN 1 HOUR FIRE RATING. FINISH PER FINISH SCHEDULE. (NOT USED) PLUMBING WALL: 6" (20 GA) METAL STUDS@ 16" O.C. WITH 518" WATER RESISTANT GWB TO 6" ABOVE FINISHED CEILING. FINISH PER FINISH SCHEDULE. NEW VESTIBULE AND DOORS TO MATCH EXISTING STOREFRONT. (NOT USED) DOOR TYPES NOTE: ALL WOOD DOORS TO BE BIRCH VENEER. ENTRANCE OFFICE/TOILET ROOMS V1 GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS. CONSTRUCTION SHALL ALSO COMPLY WITH LANDLORD'S CRITERIA (UNLESS PRECLUDED BY CODE). 2. ALL WOOD FRAMEWORK, WOOD BLOCKING, AND PLYWOOD SHALL BE FIRE RETARDANT TREATED PER CODE. 3. ALL FINISH MATERIALS SHALL MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATING CLASS C (OR CLASS 3). 4, WALL CONSTRUCTION BY CONTRACTOR IS SHOWN SHADED, 5. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND TENANT OF ANY DISCREPANCIES PRIOR TO BIDDING. 6. ALL MATERIALS INDICATED ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING AND SHALL BE PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 7. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS SO THAT THE REPAIR IS IMPERCEPTIBLE. 6. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION KNOWN TO HIM OR DISCREPANCY WITH THE DESIGN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 9. THE CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/PRODUCTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRIAUASSOCIATION STANDARDS. 10. FIELD VERIFY AND/OR REPORT ASBESTOS -CONTAINING MATERIAL TO THE ARCHITECT AND TENANT UPON DISCOVERY. 11. SMOKE AND FIRE PARTITIONS SHALL BE CONSTRUCTED PER THE DESIGNATED UL DESIGN AND SHALL BE EXTENDED VERTICALLY TO THE BOTTOM OF THE STRUCTURE ABOVE. PROVIDE FIRE STOPS AND SEAL ALL PIPE AND CONDUIT PENETRATIONS WITH SEALANT THAT COMPLIES WITH THE MINIMUM FIRE RATED REQUIREMENTS FOR THE PARTITION. DUCT PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND/OR FIRE DAMPERS. 12. CONTRACTOR SHALL OBTAIN APPROVALS FROM FIRE MARSHAL, LOCAL, AND STATE AUTHORITIES. CONTRACTOR SHALL PROVIDE APPROVALS TO TENANT UPON REQUEST. SEAL REVISIONS This document Is ® Phillips Partnership, PC and is considered an Instrument of Service and is soler 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. PROJECT I I THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD FL - 32771 CLIENT MOVICStOp 1910 COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 3/152 PHILLIPS JOB NUMBER 0505102 ISSUE DATE 5/05/05 DRAWN BY/CHECKED BY HMO/MR DRAWING TITLE FLOOR FLAN AND DOOR SCHEDULE SHEET NUMBER NEIGHBOF TENANT -1' ENTRY LOCATION 200 101 100 1 FINISH PLAN A 1.2 SCALE: ROOM INDEX ROOM NAME APPROX. ROOM SIZE WIDTH DEPTH SQUARE FOOTAGE SALES AREA 51'-0"i SEE PLAN 75'-1"i SEE PLAN 3,217.0 SQUARE FEET STORAGE/ELECTRICAL 6'-6" 14'-7" 136.0 SQUARE FEET WOMEN'S RESTROOM 6'-6" 7'-0" 46.0 SQUARE FEET MEN'S RESTROOM 6'-6" 7'-0" 46,0 SQUARE FEET N/A WOMEN'S RESTROOM VCT 1 RB -1 ACT 10'-0" P-3 N/A NOTE: SEE A-3.2 FOR FLOOR COVERING FINISH LOCATIONS. FINISH SCHEDULE ROOM NAME FLOOR FINISH WALL BASE CEILING TYPE CEILING HEIGHT PAINT FINISH WALLS CEILING SALES AREA C -3/C-2 RB -1 ACT 12-0" P-2 UPTO 12'-0" NIA STORAGE/ELECTRICAL VCT 1 RB -1 ACT 10'-0" P-3 N/A WOMEN'S RESTROOM VCT 1 RB -1 ACT 10'-0" P-3 N/A MEN'S RESTROOM VCT 1 RB -1 OPEN N/A P-3 N/A IJHILLIPS 0000"M P A R T N E R S H I P Architecture ■ Interior Design ■ Planning Phare 774.394:1616 Fax 770.394.1314 CONSULTANT SEAL REVISIONS 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. All rights reserved. This document may not be reproduced without the prior written consont of Phillips Partnership, PC. PROJECT M } THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD , FL - 32771 CLIENT moviestop 191® COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 30152 'HUIPS JOB NUMBER 0505102 SSUE DATE 5/05/05 7RAWN BY/CHECKED BY HMO/WDR DRAWING TITLE F-- I IL ■ Y Ya► ■ " r-1ivi0rl PLAN SHEET NUMBER A=1 mzAgmk 1-" 200 101 100 1 REFLECTED CEILING PLAN A 3.1 SCALE; 118"=1'-0" PHILLIPS 01111111101110 P A R T N E R S HTP Architecture ■ Interior Design ■ Planning P'� 770.394.1616 Fa" 770.3941314 CONSULTANT SEAL REVISIONS This document is 0 Phillipe Partnership, PC and is considered an Instrument of Service and is ,solely for use with reoPoot to the project as iddloatod below. All rights reserved, This document may not be rsduced, without the prior written consent of PhIllIP. Partnership, PC. PROJECT I THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD , FL - 32771 CLIENT MovioStop 1918 COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 30152 PHILLIPS JOB NUMBER 0505102 ISSUE DATE 75/05105 DRAWN BY/CHECKED BY�—�® �-- ,HMO/WDR DRAWING TITLE REFLECTED CEILING PLAN SHEET NUMBER Aw3ml CEILING NOTES SPRINKLER NOTES LIGHTING LEGEND: KEY NOTES: 1. G.C. SHALL CONTRACT A LICENSED FIRE PROTECTION CONTRACTOR, IF REQ, FOR 1. G.C. TO VERIFY WITH OWNER, METHOD OF ATTACHMENT FOR ALL ITEMS THE MODIFICATIONS TO THE EXISTING SYSTEM AS REQUIRED TO COMPLY W/ SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE INFORMATION. ANCHORED TO, OR SUSPENDED FROM THE EXISTING STRUCTURE. APPLICABLE CODES. LIGHT FIXTURES SHALL BE LOCATED AS INDICATED ON THE REFLECTED CEILING 2. FIRE PROTECTION CONTRACTOR SHALL COMPLY WI ALL NATIONAL, STATE, AND O EXISTING EXIT LIGHT. PLAN, THIS SHEET. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND LOCAL FIRE PROTECTION REQUIREMENTS INCLUDING,'BUT NOT LIMITED T0, TYPE OF LIGHT FIXTURES TO BE PROVIDED. CONTACT ARCHITECT / ENGINEER NFPA 96, G.C. TO VERIFY LOCATION OF ALL EXISTING DUCTS AND OTHER POSSIBLEO 2 IMMEDIATELY IF THERE ARE ANY DISCREPANCIES.OBSTRUCTIONS TO REMAIN THAT MAY CONFLICT WITH THE NEW LIGHTING 2. REFER TO MECHANICAL DRAWINGS FOR EXPOSED SUSPENDED MECHANICAL 3. FIRE PROTECTION PLANS MUST BE ENGINEERED AND WET SEALED BY A LICENSED REGISTERED FIRE PROTECTION ENGINEER IN THE COUNTY, CITY, AND LAYOUT, AS WELL AS NEW SPRINKLER LINES AND DUCTWORK, G.C. TO DUCT DISTRIBUTION SYSTEM. STATE WHERE PROJECT IS LOCATED AS REQ. REPORT ANY CONFLICTS TO THE ARCHITECT AND/OR PROJECT MANAGER 3. ELECTRICAL CONTRACTOR TO COORDINATE LIGHT FIXTURES WITH CEILING TYPE, 4, OWNER'S SPRINKLER SYSTEM SHALL BE TESTED IN ACCORDANCE W/ NEPA 13 IMMEDIATELY. SUBMIT SHOP DRAWINGS ON ALL FIXTURES. AND SHALL BE WITNESSED BY THE LOCAL FIRE MARSHAL AND OWNER'S SEE F-1:0 FOR "F" NOTATIONSO 3 4. COORDINATE ANY NEW ROOF PENETRATIONS WITH OWNER AND ROOF REPRESENTATIVE. CONTRACTOR. 5. UPON COMPLETION OF ALL SPRINKLER SYSTEM MODIFICATIONS AND TESTS, G.G. 5, ALL STRUCTURAL FRAMING, HANGERS, CHANNELS, RODS AND OTHER SHALL SUBMIT A WRITTEN CERTIFICATE TO OWNER STATING THAT THE MISCELLANEOUS SUPPORT STEEL SHALL BE PROVIDED BY THE G.G. AS SPRINKLER SYSTEM HAS BEEN INSPECTED AND APPROVED. REFLECTED CEILING PLAN LEGEND NECESSARY FOR PROPER SUPPORT OF SUSPENDED / SUPPORTED EQUIPMENT 6, G.C. SHALL COORDINATE THE LOCATIONS OF FIRE SPRINKLER HEADS W/ AND SHALL BE FASTENED TO STEEL, CONCRETE, OR MASONRY. G.C. TO LIGHTING LAYOUT, MECHANICAL LAYOUT & W1 ANY DUCTWORK OR CEILING COORDINATE WITH STRUCTURAL ENGINEER AS REQUIRED FOR INSTALLATION OBSTRUCTIONS. SPRINKLER HEADS SHALL BE CENTERED BETWEEN OR ALIGNED 2'-0"X4'-0" EXISTING ACOUSTICAL CEILING TILE AND GRID OF ALL EQUIPMENT, W/ LIGHT FIXTURES NOTIFY THE PROJECT MANAGER OF QUESTIONABLE 6. THE G.C. SHALL SET ALL CEILING AND SOFFITS USING A LASER LEVEL TO LOCATIONS FOR VERIFICATION PRIOR TO INSTALLATION. ACHIEVE A CEILING THAT IS PLUMB, LEVEL, AND SQUARE TO ALL WALLS AND 7, PROVIDE SPRINKLERS ABOVE & BELOW HARD CEILING AREAS, AS REQ. BY LOCAL SOFFITS. GOVERNING BODY. GWB - PAINT WHITE UNLESS OTHERWISE NOTED. 7. ALL NOTED CEILING DIMENSIONS ARE INDICATED AS CLEAR ABOVE FINISHED 8. ANY SPRINKLER LOCATIONS SHOWN ARE FOR DESIGN INTENT ONLY, G.C. SHALL FLOOR DIMENSIONS. VERIFY THICKNESS OF FLOOR CONSTRUCTION WITH SUBMIT SPRINKLER DRAWINGS TO ALL PARTIES HAVING JURISDICTION AND FLOORING SUBCONTRACTOR PRIOR TO THE INSTALLATION OF ANY NEW CEILING SHALL OBTAIN ALL APPLICATIONS, PERMITS, AND PAY ALL RELATED FEES. EMERGENCY LIGHTING WITH BATTERY PACK CONSTRUCTION IN ORDER TO ACHIEVE REQUIRED DIMENSIONS. 9. G.C. TO SUBMIT SPRINKLER SHOP DRAWINGS FOR REVIEWAND APPROVAL TO 8. SEE FIXTURE DRAWINGS AND ELECTRICAL DRAWINGS FOR ELECTRICAL PROJECT MANAGER PRIOR TO INSTALLATION. ALL INSTALLATION SHALL BE PER EXIT LIGHT REQUIREMENTS. APPROVED SHOP DRAWINGS. 9. G.0 TO PROVIDE NECESSARY BLOCKING AND BRACING FOR FIXTURE ® VENTILATION FAN INSTALLATION AND ALL ELECTRICAL COMPONENTS TO COMPLETE THE FINAL INSTALLATION OF ALL FIXTURES -COORDINATE WITH FIXTURE MANUFACTURER. CEILING HEIGHT ABOVE FINISH FLOOR DIFFUSER RETURN GRILLE CONCENTRIC DIFFUSER O RECESSED CAN LIGHT FIXTURE WITH INCANDESCENT BULB REST ROOMS AND ALL ACCESSORIES ARE EXISTING. LLjjFLUORESCENT, 2x2 ( SURFACE MOUNTED) nF 2'-0" x 4'-0" THREE TUBE LAY - IN FIXTURE C.1 2'-0" x 4'-0" TWO TUBE LAY - IN FIXTURE A 8LONG 2 TUBE FLUORESCENT SHOP FIXTURE SURFACE MOUNTED TO BOTTOM OF STRUCTURE EX7 WITH METAL CAGE. Al © 4' LONG 2 TUBE FLUORESCENT SHOP FIXTURE SURFACE MOUNTED TO BOTTOM OF STRUCTURE 2 WITH METAL, CAGE. 2 10'--0" A.F.R.IZ PROVIDE J -BOX FOR 2X4 NOTE: ACT. i ce a®tee -QeNEW FIXTURE TO BE SEE MEP DOCUMENTS FOR ADDITIONAL INFORMATION. 1-" 200 101 100 1 REFLECTED CEILING PLAN A 3.1 SCALE; 118"=1'-0" PHILLIPS 01111111101110 P A R T N E R S HTP Architecture ■ Interior Design ■ Planning P'� 770.394.1616 Fa" 770.3941314 CONSULTANT SEAL REVISIONS This document is 0 Phillipe Partnership, PC and is considered an Instrument of Service and is ,solely for use with reoPoot to the project as iddloatod below. All rights reserved, This document may not be rsduced, without the prior written consent of PhIllIP. Partnership, PC. PROJECT I THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD , FL - 32771 CLIENT MovioStop 1918 COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 30152 PHILLIPS JOB NUMBER 0505102 ISSUE DATE 75/05105 DRAWN BY/CHECKED BY�—�® �-- ,HMO/WDR DRAWING TITLE REFLECTED CEILING PLAN SHEET NUMBER Aw3ml 0 sf-a^ 2 FLOOR PATTERN DETAIL A-3.2 SCALE: 112"=V-0" 200 L LEGENDS & NOTES GENERAL NOTES FLOORING LEGEND: KEY NOTES: SALES AREA STOCK AREA GENERAL CONTRACTOR TO PROVIDE NEW VCT FLOORING. FLOORING IS TO 1. FLOOR: CPT, VCT INDICATES TYPICAL FINISHES WITHIN ROOM U.O.N. 0 BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. TYP. BASE: RB SEE INTERIOR FINISH SCHEDULE. SYMBOL DESCRIPTION SYMBOL DESCRIPTION OGENERAL CONTRACTOR TO PROVIDE NEW CARPET. FLOORING IS TO BE 2. ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS. VERIFY W/ MANUFACTURER PRIOR TO INSTALLATION. 3. THE G.C. IS RESPONSIBLE FOR PROVIDING A SMOOTH LEVEL FLOOR SURFACE THAT MEETS THE MANUFACTURERS INSTALLATION SPECIFICATIONS PRIOR TO + + + + + + + + + + + + + + + + + + + + + NEW FLOORING MEETS LEVEL WITH ALL OTHER FLOORING SURFACES MAX SLOPE OF 1:20. 4. THE FLOORING SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE CONDITION OF THE BASE FLOOR MEETS THE INSTALLATION SPECIFICATIONS PRIOR TO THE INSTALLATION OF THE NEW FLOORING MATERIAL. + + + + + + + + + + + + + + + + + + + + + C 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CARPET + + + + + + + + + + + + + + + +-T+++++ NOTE: SEE SHEET A-1.2 FINISH SCHEDULE FOR MATERIAL AND COLOR SCHEDULE + + + + + + C 2 + + + + + + + + + + + + + C 3 + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + +` + + + + + + + + + + + + + + + a + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + s -s^ V -T 2 FLOOR PATTERN DETAIL A-3.2 SCALE: 112"=V-0" 200 L LEGENDS & NOTES GENERAL NOTES FLOORING LEGEND: KEY NOTES: SALES AREA STOCK AREA GENERAL CONTRACTOR TO PROVIDE NEW VCT FLOORING. FLOORING IS TO 1. FLOOR: CPT, VCT INDICATES TYPICAL FINISHES WITHIN ROOM U.O.N. 0 BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. TYP. BASE: RB SEE INTERIOR FINISH SCHEDULE. SYMBOL DESCRIPTION SYMBOL DESCRIPTION OGENERAL CONTRACTOR TO PROVIDE NEW CARPET. FLOORING IS TO BE 2. ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS. VERIFY W/ MANUFACTURER PRIOR TO INSTALLATION. 3. THE G.C. IS RESPONSIBLE FOR PROVIDING A SMOOTH LEVEL FLOOR SURFACE THAT MEETS THE MANUFACTURERS INSTALLATION SPECIFICATIONS PRIOR TO CARPET FIELD f ��� VINYL TILE INSTALLED PER MANUFACTURERS SPECIFICATIONS. TYP. GENERAL CONTRACTOR TO PROVIDE NEWN' RUBBER BASE. O4 TRANSITION STRIP. THE INSTALLATION OF ALL FLOORING MATERIALS. USE EPDXY BASED LEVELING COMPOUND. PATCH/SHIM ALL AREAS AS NECESSARY SC THAT NEW FLOORING MEETS LEVEL WITH ALL OTHER FLOORING SURFACES MAX SLOPE OF 1:20. 4. THE FLOORING SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE CONDITION OF THE BASE FLOOR MEETS THE INSTALLATION SPECIFICATIONS PRIOR TO THE INSTALLATION OF THE NEW FLOORING MATERIAL. + + + + + + + + ++++++++ CARPET C 2 RED COVE BASE RB 1 MARK LOCATION SIZE .......: CARPET C-1 MAIN FIELD 24"x24" TILES 5. ALL MATERIAL TRANSITIONS AT DOOR THRESHOLDS TO TAKE PLACE AT DOOR CENTERLINE • ............ C 3 C-2 LARGE SQUARE INSERTS 24"x24" TILES BLUE C-3 SMALL SQUARE INSERTS 24"x24" TILES CARPET C-4 STAR INSERTS (NOT USED) • FF74 C-5 VESTIBULE 24"x24" TILES GREEN VCT -1 SUPPORT SPACES CARPET Fc -T-51 WALK OFF NOTE: SEE SHEET A-1.2 FINISH SCHEDULE FOR MATERIAL AND COLOR SCHEDULE FLOOR COVERING PLAN 1\A-J3.2SCALE: 118"=1'-0" A.1 METAL STUD 5/8" TYPE "X" GYP. BD. BY G.C. COVE BASE -RI B I 1 j ADHESIVELY APPLIED. SCHEDULED FLOOR FINISH SEE SHEET A3.0 FOR MORE INFO. 3 5/8" MTL STUD RLINNE ORAS SPECIFIED. SEE SHEETA1.0 3 COVE SASE DETAIL A-3.2 SCALE: NTS 4" EXISTING ALUMINUM THRESHOLD TO REMAIN INTERIOR CONCRETE EXPANSION FLOOR JOINT CPT FLOORING A I b . o, THRESH. CARPET TO CONCRETE SCALE: NTS EXIST. GONG. SIDEWALK Architecture ■ Interior Design a Planning Phone 770.394 1616 F 770.3941314 CONSULTANT REVISIONS P This document is a Phillips Partnership, PC and is A considered an Instrument of Service and Is solely for use with p respect to the projeot as Indicated below. All rights reserved. This document may not be reproduced without the prior written cineent of Phillips Partnership, PC, PROJECT APPROPRIATE HEIGHT. SET HEIGHT TO FLUSH CARPET AND SCREED TO ADJACENT VCT FLOORING. CARPET TO VCT FLOORING A_3.2 SCALE: NTS 1/4" X 1/8" ZINC DIVIDER STRIP VCT FLOORING PER SCHEDULE SEALED CONCRETE 4 ° Q a ° d METAL SCREED TRANSITION STRIP, SECURE TO FLOOR. VCT TO CONCRETE FLOORING \\A-J3.2SCALE: NTS I I THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD , FL •- 32771 CLIENT NlouieStop 1910 CORD INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 30152 PHILLIPS JOB NUMBER 0505102 ISSUE DATE 5105/05 DRAWN BY/CHECKED BY - TEL/WDR DRAWING TITLE w SHEET NUMBER AW& Aft AM;JEZ PROVIDE JUNCTION BO.' INTERIOR OF TENANT S TENANT'S EXTERIOR SII COORD. W1 ELECTRICAI. MOVIESTOP SIGN PANE PROVIDED BY OTHERS, G.C. TO INSTALL, TYPIC 12'-0" A.A. 1-F TO REMAIN, TYPICAL. REMAIN, TYPICAL, VENEER TO REMAIN, TYPICAL. SIDE ELEVATION SCALE: 1/8"=I'-0" LINE OF TENANT PROVIDE JUNCTION BOXES ON DEMISING WALL INTERIOR OF TENANT SPACE FOR TENANT'S EXTERIOR SIGNAGE, COORD. W/ ELECTRICAL SHEETS. EQ EQ 101 OF SIGN MOVIESTOP SIGN PANELS PROVIDED BY OTHERS, G.C. TO INSTALL, TYPICAL EXISTING AWNING TO REMAIN, TYPICAL. EXISTING PILASTERS To - REMAIN, TYPICAL. EXISTING STOREFRONT TO REMAIN, TYPICAL. /RECONFIGURE EXISTING DOOR AND - STOREFRONT (AREA SHOWN HATCHED AND MATCH WITH PLAN ON A-1.1) FRONT ELEVATION SCALE: 1181=11-011 EXISTING STUCCO TO REMAIN TYPICAL. LEXISTING MASONARY VENEER TO REMAIN, TYPICAL. P*HILLIP,S P A R T N E R S H I P Architecture - interior Design - Planning Phone 770.3941616 770.3941314 CONSULTANT SEAL REVISIONS This document Is a Phillips Partnership, PC and is considered an Instrument of Service and Is 40161y for use, with respect to the project as Indicated below. All rights reserved. This docurne t may not be reproduced without the prior wrl= consent of Phillips partnership, PC. PROJECT INS THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD, FL - 32771 CLIENT MovieStep 1910 COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 31152 PHILLIPS JOB NUMBER 0505102 ISSUE DATE 5/05/05 DRAWN BY/CHECKED BY HMO/WMR DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER A=4ml 9000 CENTRA,L PARK WEST:� SUITE 400 ATLANTA, GEORGIA 30328 —GONDOLA FIXTURE F-3 TYPICAL 12 r . CEILING AL 0'-0" F.F. 'T IZ-O"A.F.F. FINISHED CEILING OL 0'-0" F.F. I -r EXISTINGSTOREFRONTG.W.B. WALL TO REMAIN F -TYPICAL 8 OL 1Z-O"A.F.F, '-F FINISHED CEILING OL 0'-0" F.F. INTERIOR ELEVATION - FRONT 12'-0" A.F.F. FINISHED CEILING I11L 0'-0" F.F. I -r SCALE: 1/4'4-0" OL EXISTING STOREFRONT TO REMAIN lm��IEI=111111= �2 INTERIOR ELEVATION - BACK ��2 SCALE: 114"4-0" ALL DECORATIVE RAILS AND G.W.B. WALL CUTOUT GRAPHICS TO BE TYPICAL INSTALLED BY OTHERS GRAPHIC PANEL TO BE PROVIDED BY OTHERS, INSTALLED BY G.C. GONDOLA FIXTURE F-3 TYPICAL EXISTING STOREFRONT TO REMAIN N 1111 1011 Im M.M1 1EM 10-1111111110101 imim 0 on I MI MIMI imininirmFmFmlmlmlnm IMINIMININIFORNION0101 0 noun �2 INTERIOR ELEVATION - BACK ��2 SCALE: 114"4-0" ALL DECORATIVE RAILS AND G.W.B. WALL CUTOUT GRAPHICS TO BE TYPICAL INSTALLED BY OTHERS GRAPHIC PANEL TO BE PROVIDED BY OTHERS, INSTALLED BY G.C. GONDOLA FIXTURE F-3 TYPICAL EXISTING STOREFRONT TO REMAIN INTERIOR ELEVATION - RIGHT SIDE SCALE: 114'=1'-0" G.W.B. WALL P.1 GRAPHIC PANEL TO BE TYPICAL PROVIDED BY OTHERS, INSTALLED BY G.C. ALL DECORATIVE RAILS AND GONDOLA FIXTURE F - CUTOUT GRAPHICS TO BE TYPICAL INSTALLED BY OTHERS NMI N 1111 1011 Im 1EM 10-1111111110101 0 on I MI MIMI imininirmFmFmlmlmlnm IMINIMININIFORNION0101 0 noun 110 ME 170 On am ME Ill 111! 1010 11 ■on 071 ME me M011110 Ems MOMMM 11IT111110 Ems M__ MOrr M 10011111111- MEN . ... ..... . . -mn inisimimininnn ---■- --■-- - n III FNFNTN MEN ME 11011 MERNME 111110rews 0 Mon 0 ■ 1 I111i1Mii1111 - EMS in HIMIMINIMIN ■IMINIMIN 1111101IN MOM............. II 0 10 ■ 10 1111111111111 Mon I III rM M11I 0=1 0 IN MIMIMIMIMIM 110ME No 1 on NONE 0 0 0 ME STE MOM imimisimimininlrornioimillrome 0 10 1111011 0 0=1 0■RMN NPOIN =MN 10 01010 1■1 110 1 =11 mimisliminin�i MENEM on IMIMIMIMIMIMIMI 0 =11 I IMIMINIMINIMM M MENNEN I lMIMIMIMIMI 101711 101 on on ON 1M1I I I 11, 1 NOTE Ems IMIMIMIMIMIM "Is■1MIMIMIM1 ■EMOTE MOM MIJIJIJIMIM IMIMIMIMINIMIN N 0 =11 1511 =10 0 1 NTETE-MM 111101111 1 0 0=0 0 MIMI MOMMMIN■lMIMIMIMM IMIMINIMIN IMIMIMIMIMIMIMI --- mom InTormilm Ill 0 =10 0 1110 0=0 0 ininininininisims 0 1=0 0 MOM MENEM I 0=0 0MIMI1MIMIMIMI1IxIM1 1MIMIM1MIMIMIMIl1IMIMIM MINENMI EIMINI ■3,11 0 ........... 100100111MIMINIMIM .,�-�n�.._�„��rrn�., . 100011111INN ME M 111111111111111111011111 0 111 111111 M M III mom wimpoinim 1111 n n n III rmwrl M 111111 mininewl ON III pmrm?mimimlmlmi III MIMININIININI - - - INTERIOR ELEVATION - RIGHT SIDE SCALE: 114'=1'-0" G.W.B. WALL P.1 GRAPHIC PANEL TO BE TYPICAL PROVIDED BY OTHERS, INSTALLED BY G.C. ALL DECORATIVE RAILS AND GONDOLA FIXTURE F - CUTOUT GRAPHICS TO BE TYPICAL INSTALLED BY OTHERS NMI N 1111 1011 Im 1EM 10-1111111110101 0 on I MI MIMI imininirmFmFmlmlmlnm 110 ME 170 On am ME Ill 111! 1010 11 ■on 071 ME me M011110 Ems 11IT111110 Ems M ME IMI NOON ME 11011 MERNME 111110rews 0 0 10 I111i1Mii1111 MIMIMIMIMIM MEMN0 mNMMIN-IMINIMIN NONE 0 101 001101 00=lnnnnnnol 111■logo 0 lnsmmmmo�m i NnII�1 0 0 M■ ■■ 1111 11111TIT1 101 0 ON 1M1I I I 11, 1 MMM NTETE-MM 111101111 1101010111111r 00 0 MIMI MOMMMIN■lMIMIMIMM NINE I-- Ill 0 =10 0 1110 0=0 0 ininininininisims 0 1=0 0 MOM MENEM I I WIMM 0 MINIMUM- 100100111MIMINIMIM -0 5 IN rMrem MEN 1101111111110TEME r1r1r1r1 MEININININININ M 111111111111111111011111 0 M111111rITITIME INININININ MIMI am 11111111MI111 MWE 1 rord EM MON ON III pmrm?mimimlmlmi III MIMININIININI - - - INTERIOR ELEVATION - LEFT SIDE SCALE: 1/4"74-0" vwb� 11111111111111111M P'H I L L I P SAOb P A R T N E R S H I P Architecture - InteriorDeMgn - Planning Phone 770.394.1616 'ax 770-3943314 CONSULTANT SEAL dr\ REVISIONS This document is a Phillips Partnership, P'lonl Is considered an Instrument of Service and is soler for use with respect to the project as Indloated below. All rights mqrvod, This document may not be reproduced without the prior written consent of Phillips Partnership, PC. PROJECT THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD, FL - 32771 CLIENT Movie to 191® COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 31152 PHILLIPS JOB NUMBER 05102 ISSUE DATE 5/05/05 DRAWN BY/CHECKED BY HMO1WDIR DRAWING TITLE INTERIOR ELEVATIONS SHEET NUMBER Am4m2 7777 9000 CENTRAL P)ARX w67777 n SUITE',00 ATLANTA, GEORGIA 3032s,,' SEE MECHP AIIl�AI DRAWINGS 0 I i— l PAPER DISPENSER, T-1 1 RESTROOM ELEVATION A-6.1 SCALE: 318"=1'-0" 0 M o _1 LL O N O LAVATORY CLEARANCE 24"W x 36"H (2/Gs) MIRROR CENTERED ABOVE LAVATORY - STAINLESS STEEL FRAME 2' X 4' ACCOUSTICAL LAY -IN CEILING 4" VINYL BASE 2 RESTROOM ELEVATION A 6.1 SCALE: 1/4"=1'-0" SEE MECHANICAL — DRAWINGS 2A 4' ACCOUSTICAL LAY -IN CEILING 24"VVx 36"H (2/cs) MIRROR CENTERED ABOVE— LAVATORY - STAINLESS STEEL FRAME, M-1 0 17"-19" EQUIPMENT PERMITTED IN SHADED AREA 1'-6" e. 36"GRAB BAR, G-1 z 3'-0" 6' C° M � co rw �t 0 ' GRAB BARS TO MEET u �; rn ADA CODES 120-3-a,27 $" IN 6� :— �— Area 120-3-20-.28 PANEL 12"X 12" ACCESS DRINKING FOUNTAINS & WATER COOLERS 3 RESTROOM ELEVATION A 6.1 SCALE: 114"=1'-0" TOILET ROOM FIXTURE SCHEDULE PLAN MARK FIXTURE TYPE SPECIFICATION MANUFACTURER AND MODEL REMARKS M-1 MIRROR 18"x36"x1/4" PLATE GLASS MIRROR T-1 TOILET PAPER DISPENSER ONE SATIN ALUMINIUM, DOULBE ROLL, TOILET PAPER DISPENSER "BOBRICK" NO. B2740 OR EQUAL, "BOBRICK" NO. B-2620 OR EQUAL DISPENSER TO BE SURFACE MOUNTED 11 -1/2"x14" -1/2"x4" P-1 PAPER TOWEL DISPENSER SATIN FINISH STAINLESS STEEL PAPER TOWEL DISPENSER "BOGRICK" NO. <84262 OR EQUAL, G-1 GRAB BARS BARRIER FREE GRAB BARS AS REQUIRED BY LOCAL CODES AND ADA. "BOBRICK" N0. B-68137 NOTE: SEE PLUMBING DRAWINGS FOR WATER CLOSET, LAVATORY AND FAUCET INFORMATION. DRINKING FOUNTAIN ACCESSIBILITY SCALE: N.T.S. ENLARGED RESTROOM / STORAGE -OFFICE PLAN SCALE: 318"=1'-0" 17"-19" THIS FOUNTAIN IS POSITIONED —' FOR INDIVIDUALS WHO HAVE DIFFICULTY BENDING OR STOOPING STANDARD HEIGHT DRINKING FOUNTAINS & WATER COOLERS RESTROOM NOTES: 1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL COMPLY WITH LOCAL HANDICAP CODES AND ADA, 2. USE SAME LAVATORY SPACING & TOILET SPACING FOR RESTROOMS WITH DIFFERENT CONFIGURATIONS. 3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS. 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES ."LAVATORIES SHIELD", "LAVATORIES GUARD Z" REQUIRED 5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF 10'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK WHERE REQUIRED. 6. REFER TO SHEET A-1.1 FOR WALL TYPES 7. ALL RESTROOM DIMENSIONS ARE TO STUD, UNLESS OTHERWISE NOTED - 24" x 36" WALL MOUNTED MIRROR, TYP. -LAVATORY SEE NOTE: # 4 -5/8" WATER RESISTANT GWB BOTH SIDES OVER 6" STUDS TO 12'-6"AFF AT PLUMBING WALL, 5/8" WATER RESISTANT GWB OVER 3-5/8" STUDS TO 10'-0"AFF TO EXISTING ELECTRIC WATER COOLER - HI - LOW. PHILLIPS 0000 P A R T N E R S H I P Architecture • Interior Design ■ Planning pI� 770.3941616 Fax 770,3941314 CONSULTANT SFAI REVISIONS This document Is 0 Phillipa Partnership, PC and is considered an Instrument of Service and is solely for use with respectto the projeot as Indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillipe Partnership, PC, PROJECT I I THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD., FL — 32771 CLIENT mouiestop 1910 COOK INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 31152 PHILLIPS JOB NUMBER 0505102 ISSUE DATE 5/05/05 DRAWN BY/CHECKED BY HMO/WDR DRAWING TITLE ENLARGED FLANS AND DETAILS SHEET NUMBER V v a o 0 0 1 FIXTURE PLAN F-1 A SCALE: 1/8"=1'-0" ID FIXTURE LEGEND GENERAL NOTES FIXTURE SCHEDULE, 1, THE INFORMATION CONTAINED WITHIN THIS PLAN IS FOR REFERENCE ONLY. ALL FIXTURE AND MILLWORK UNDER SEPARATE CONTRACT. REFER TO FIXTURE AND MILLWORK PACKAGE FOR ADDITIONAL INFORMATION, 2. G.C. TO COORDINATE WITH MILLWORKER FOR LOCATION OF BLACKING AS REQUIRED. 3. FIXTURES SHOWN FOR INTENT OF DESIGN ONLY. G.C. TO COORDINATE WITH OWNER FOR EXACT PLACEMENT OF FIXTURES, BUT SHALL MAINTAIN A.D.A.A.G. AND LOCAL CODE CLEARANCES, 4. FIXTURES FURNISHED BY AND INSTALLED BY OWNER'S FIXTURE VENDOR (UNLESS OTHERWISE NOTED). COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. FIXTURE # OF DESCRIPTION FIXTURE # OF DESCRIPTION F-1 C.1 TYPICAL GONDOLA F -1A 96 T GONDQLA F 1a 3 F-2 0, END GONDOLA DESK F -3A F-3 O_ F-12 0 LAB ROOM Faa O T WALL UNIT F•13 0 LL F 4 0 MENS 1. iWOMENS,1 KID PLAY UNIT STORAGEI ELECTRICAL 0 FILLER UNIT F N/A NOT USED F•o 5B5A77 COLUMN ENCLOSURE 2Ei 0 MAGAZINE COLUMN F rJ PROMOTIONAL CART F-17 0 SUSPENDED PLEX OVAL F-3 n u_ VIDEO FOCAL F -17A N SUSPENDED PLEX OVAL F•9 F -3A F -3A �If-,3 k FIXTURE WALL ENCLOSURE F -3A O SUSPENDED DECORATIVE PANEL v EXCEL FIXTURE FIXTURES MANUFACTURER: -A DIVISION OF LEGGET-PLATT F -1A F -1A zo F-1 F 1 F -1A i� y/F- A F -1A F -1A L PROMO 0 �o mF-1A F -1A F� F•1A _ LL 0 F-1AF-1 F-1 CF -1A CF -1A OF -1A F -1A F-1 F-1 F -1A F -1A F -1A F -1A LL -1A E F-1 F-1 F -1A PROMO F-1A(k-1A) F -1A i OF F7 F -1A F -1A F-1 F-1 ', F -1A F -1A F -1A f -1A � u - _ F -1A F -1A F-1 F-1 F -1A F -1A F -1A F -1A O `L F -1A F -1A F-1 F-1 F -1A PROMO F-7 F-tA F -1A F -1A LL O F -1A F•1A O F -1A F -1A F-1 - F-1 F -1A FAA 9_. 1A op EIA E 1 _ iF 1A� — F�. OG E::4 (F _,r - PROMO v 4'^0„ §L F -1A F 1A F-1 F-1 F -1A F-7 F -1A 4 F -1A F -1A 4' 1 10 81-8" t O F -1A 00 F -1A F-1 O F-1 O F -1A O F -1A 000 F -1A F -1A �7 LL Y ' r F F -1A CE)FY 1 F -1A PROMO F -1A F -1A F -1A F-7 O F -1A F -1A F-1 F1 F-1A0 F-tA 00 F 1A F -1A F U� F F F-1 F-1 -1A -1A -1A F A F 1A F -1A F -1A F -1A F-1 F-1 � w LL F -1A F -1A F-1 F-1 LL F-1AOE F-1 F 1 SALES AREA CASH COUNTER F -1A F -1A F 1 F-1 F -1A F -1A F -1A - -- - LL 0 OMETAL LL F -1A (F -1A) (F -1A) COUNTER TOP MESH - - - A.1 0 000 A --. ENTRY LOCATION 200 101 100 1 FIXTURE PLAN F-1 A SCALE: 1/8"=1'-0" ID FIXTURE LEGEND GENERAL NOTES FIXTURE SCHEDULE, 1, THE INFORMATION CONTAINED WITHIN THIS PLAN IS FOR REFERENCE ONLY. ALL FIXTURE AND MILLWORK UNDER SEPARATE CONTRACT. REFER TO FIXTURE AND MILLWORK PACKAGE FOR ADDITIONAL INFORMATION, 2. G.C. TO COORDINATE WITH MILLWORKER FOR LOCATION OF BLACKING AS REQUIRED. 3. FIXTURES SHOWN FOR INTENT OF DESIGN ONLY. G.C. TO COORDINATE WITH OWNER FOR EXACT PLACEMENT OF FIXTURES, BUT SHALL MAINTAIN A.D.A.A.G. AND LOCAL CODE CLEARANCES, 4. FIXTURES FURNISHED BY AND INSTALLED BY OWNER'S FIXTURE VENDOR (UNLESS OTHERWISE NOTED). COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. FIXTURE # OF DESCRIPTION FIXTURE # OF DESCRIPTION F-1 36 TYPICAL GONDOLA F -1A 96 T GONDQLA F 1a CASH DESK F-2 0, END GONDOLA DESK F3 23 4' WALL UNIT F-12 0 LAB ROOM Faa 20 T WALL UNIT F•13 0 WINDOW WALL F 4 0 CORNER FILLER F-14 0 KID PLAY UNIT F S 0 FILLER UNIT F N/A NOT USED F•o 0 COLUMN ENCLOSURE 2Ei 0 MAGAZINE COLUMN F rJ PROMOTIONAL CART F-17 0 SUSPENDED PLEX OVAL F-3 0 VIDEO FOCAL F -17A 0 SUSPENDED PLEX OVAL F•9 0 FIXTURE WALL ENCLOSURE F-18 0 SUSPENDED DECORATIVE PANEL v EXCEL FIXTURE FIXTURES MANUFACTURER: -A DIVISION OF LEGGET-PLATT SEE MILLWORKER PACKAGE DESIGN INTENT FOR MORE INFORMATION NOTE: GENERAL CONTRACTOR TO BE RESPONSIBLE FOR INSTALLING TENANT'S FIXTURES. PHILLIPSAOO* P A R T N E R S H I P Architecture ■ Interior Design - Planning Phone 770.394.7616 Fax 770.394J314 CONSULTANT SFAI REVISIONS This document Is ® Phil Bpa Partnership, PC and 1a considered an Instrument of Service and is coley for uaa with respect to the project as indicated below. All rghte reserved, This document may not be reproduced without the prior written consent of Phillips Partnership, PC, PROJECT THE MARKET PLACE SEMINOLE TOWN CENTER SANFORD , FL - 32771 CLIENT MouleStop 1918 COBB INDUSTRIAL BOULEVARD KENNESAW, GEORGIA 31152 PHILLIPS JOB NUMBER 0505102 ISSUE DATE 5/05/05 DRAWN BY/CHECKED BY HMO/WDR DRAWING TITLE FIXTURE PLAN SHEET NUMBER F=1 . . . . I I � . . . I � . I t � I : . I I I I I I . � � . . � I , . . � I I I I I I I . I � I � . . . . . ,� .1. ,� � � . . . I . . i . I I I I I I . I I . . I I � . � � � , : � 1, . I I . � . � . . i I I I . . . . : . �, . . I ! I I I . . . . I . I � - I I I . I . . . i . I I . I I I . � I I . . 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I .o . . . � . 11 . . j . . 13 1 . I , i � � I I . � � I I I I ; I � I I I . � . . I � I I I I . ,. I � , .. I I . . I I . � I � . � I . . I I . I " . I ,. .1 . I . � I I . � I . : I I awww� I . I I I I I" � . � I . ; . I :i � .... ... ..� ... 11 I I F"', ,". . I I I I I I . I I . � . . I .. I � I . !. : I . .. .1 I I . � I . . I � - . I I I .. , , . I H I � . I I I , . I P �A AJ N E,:�R� S ",H; 1, P � I I � .11, i: i ,V I I POWIM GENERAL � NOTES 1. I I I v H I � POWER CODED NOTES . i l" A I fii .... I'' i \ 11.1-11111111l, l . I I I . I . l . I . I -1 0 1 . i I I . I . � � I I . .11'' . I '. . ,� I . . I . ,,, , I . � 11 . �i l ji Ii., .... . . ... 1111,11... ............ _...1.1--1 .... T1.1 .1.1.1 -11111111"..".11 " 1, UNLESS SPECIFICALLY NOTED OTHERWISE, ALL RECEPTACLE BRANCH CIRCUITS I I . I I � 11 1.11 , .. . .. ... 11111111.11� ...... 1 .... .... .. _� ,� --1 -11111.11111 I -1-11.11111 ........... . .. ............ .. . . 'll ... . . . ... . . . ............ ... ... .............. .. .. .... . . ..... . ... . ................... . ...... . 111 I 4 11 1-1111.1'. 1.11.1111�' c ".) . . . I � I! , � ' . I I I : ,� I", , " i '""', I : .������t �� ,P I l- .... I .... . I .... � ... � .. ..... � ... .... , ... . ... .�vil I , "l i . � � . I . . I . . . I I I 1: .. � . . � � 'I' ,.l., ..... 'i ...... .. � . ... .m.,,,l 6:1li 122l:il , ,,�!','v 11 "J!;,�,.j�li,: i " �.� 1, (D E.C. SHALL PROVIDE A 2' HIGH X 8' WIDE X 3/4" FIRE, RETARDANT PLYWOOD , I I �� " ; ::! I � 0 11,".i,�-: �2���'I'�ill��l�!�:�!���,t���l;. . I � I . � ... "' ... � ...... ... . ::: ij I I I CONDUIT -,FOR . � . . it ''�,i,i,i,i,i,i,i,i,i"�'�'�"":,:,:,:,:",�,:," :: � t� t . it � SHALL BE PROVIDED WITH (2)#12 AND (1)#12 GND IN 3/4" 1 Archit&Wre . Planning I - "' 11= � . I 11_� "I ' - i i lli�:� E t . ...... ...... ... �.,�.111111, �. . '. "= - LB5 ( � �-jll t � i . . - Interior Design - �!:��:,��.. it. ii I . �:� ,���������!!!!!!!!�!!��,'!�!!'.,'��l���:�i������ � .0. � . w T � UIPMENT. � . � �' :: It: 1 @4 LA5 - ,.". i� I I I i I . i I I � . I I I - r, I � I r, I I i" �' R i : � ..! i . I EACH: 20:AMP CIRCUIT. . I .. I :"�ii_, : 11 . . it : :: 1; . . I . �111 . � I ; � t , . : � r I . ;. .- I 11 . I I � I ttl,. � I � I I ;: �.: ;it I . ;� . I I , I ,:1 � � . , I it �! � I 11 I . I I I _ I .. � . .4, I W . P.O.S. CASH .REGISTER UNITS. PROVIDE DEDICATED_QUAD OUTLET, DATA AND . I . . � 1"' "" � it i: it I Q � . I I . . � � 1. Al, I I I I . I I �. . � . i �1 . I � � : ::: . (LA5-1) , 1.11-q I i I I PHONE LINE TO EACH UNIT. ELECTRIC ,SHALL BE 'ROUTED ABOVE, THRU 3)" 2. ALL PANELS, CONTACTORS, ETC. SHALL MEET ALLMORKING CLEARANCES. . . � . � � �: , i.t, I , I . I . . I I Li, I I . Rl �i : i! , I � .. (LA5-8) ll I : ' I I :1�: . � . � I R It : . I I . . I I . . . . . H 111 �i� . .. 1 7��, - il !, POST 0 COUNTER & THRU COUNTER MILLWORK To P.o.s. UNITS. PER N.E.C. ' . �. I . I I . �. . 1 �3 11- __ : 19 I ii i . . . I . I . � I .. 11 I I 1. � it 1E , I 1 -1 &) i I I I I . I . . I I 11 � - . r . i: � I � I ::: i I I . 0. I , � �!i; :: I � it i ! I I . I . . I , , : . . . , � , I I I . � . I I . , . I � I .; . i � ;, it l- . I : w.MiLiliit�:li!�XL i:111 �M� li` 51t'� ,�jt� IN: � I . . . I �l I .l:-l11t$iii=..;.i �� I � I ��11'.��!." ��,:,;,'1,,;t.jjl;;; :;Ii 'AND PIN S . , 1.� I I . . `51 I H I � (LB5 I �[i� " I - - , I it , I I i 1.111.1".1-111111- I .1 11, i: i; 4_1,", ili�m zt"N' � 11 ,.. , Rt [.�,�;ii;�:���i�i�_ ... ,.�"i. .. NG, HALL NOT BE ROUTED OVER ELECTRIC PANELS lOR I . . i, i . � "Ill, � .... � ,t ... I i � I � .1 . r � im, I ;- I I I . Ill ,, I I ... 111:�..i I di I . I � ': .. . . �j I . iz I I .. I It , , � �1 ��' � n 1111 � � i .; . fl COMMUNICATIONS WIRING, 1, ,,!���'r"��,,',,'ii����;���i!�!!������� , i� -11 -,"'I'll, ::::�'��"::::::�::::!�����""!!,�ll:�,:!;���,,,;�����l":i,!,";":,,�lI (D SHALL BE ROUTED IN CONDUIT FROM 3. DUCTWPRK � I I 1 .", ,, ., 1 t I :: . ABOVE 'DECK, THROUGH FRAMED HEADER AND DOWN METAL POST, THROUGH TRANSFORMERS, LTANT I I I I . i ,,,, i�11�111 llkll,�l �4 'Hi", I , � I � I . 11 I . . . I CONSU I I I X1 itti ; � � I � . I � I . . . . �. 11 . . I.., I . . I 1 ...... �- E ST j!1 EXIST , � EXIST I (LB5-7) ii;:: . I I COUNTER MILLWORK .TO P.O.S. UNITS.' PROVIDE WIRING FOR t(4)'QOAD I � I I . . I � - liti t I I I � ili! j � I � I I . 1. .1 I � I � l jo (LI35-�",t, RTU 11 I "I r I I I I . 1. I . I (LA5-1 0) 1 i,, ... . ... � RTU I lit I 1 4. UNLESS DIRECTED OTHERWSE,:ALL RECEPTACLE COVERPLATIES SHALL BE K I , � I I � I '' , � I . I Q.S',QNIT AT . . I I . I I , i ,(4) TELE/DATA� .DROPS 1� I . I r I I it I TO, EACH. P. I i . I 11: . I I . ' G1 G I (LB5-1 1) 11 : �_ � iHi � � P E N OR, I . WHITE IN COLOR, . I I I I I I I I I'll . '. I..� . u1:11 i I I . ,� 3 QUAD RECEPTACLES AND I I I :, I . . .l I, L . ; I I 1. 1. .. . I I I i.. I I . I � . I I I I . I . � 1 4 i I . S � . i ' ( )' . � i I I � () i 4 I I I . . . . � I .� , ,, , 1. ,� it 1�1 I -L . t OASHWRAP ROVID' ADDITIONAL WIRI G F I . I . . t- ; .: I ii;.i.1, i . � ., - . . I . I 11 r � I , ,,� ,2::��.' 1 '�!:�,�l,;:;;:;;;!:;;;�:::�;�;ill;l�imili:;ji.:!!��!����!���!�!--,� -,�� , - -, � " � I I :T - 1. : : .. ii (2),c TELE,DROPS TO, cASHWRAP LOCATIONS, DIRECTED BY MOVLIESTOP 5. ,ALL CONDUITS iSHALL BE� CONCEALED -IN WALLS AND OUTLET BOXES'SHALL . i I � 4 .. , � r, : I I "" ""' I I ::��i��!.-,�:���i!�:���!�.�!������il������4��������L -,, , ... : .� ,., 1 1 I. .� _... I.i I .h. , Fbrb. -1111 I I , , I . I . I I . � 1, I . Il", . ....... rld.;�; 11;d;jMj1l91t ;;:�;�1'1'1'1'1'1�= � _.. I "' ...... "'�-' 11 � ." ;z�ii::tl,l !ili I �, , . i . : I I . ,i I (D �"�"-.,.".�i�i�.�,'����i�,�;!����:�:li, , ... f. ;`�� --�*---�,,����.,,�."����!�4��������������������,,,�-',,,, I , "'. , 1,illli::::::: , ": ,. ' H � . 1. il d . 1- .. iw,,.�!,'& t, l . � 11i"Wh'ilff" :!����;���������������!��;���l���l�;,'�,,�t L. . , : 4 i' . ... ", i .. .1. 1" I �. T ,,7lo::;=;!- � I . I I 'BE FLUSH :WITH FINISHED WALL UNLESS OTHERWISE,�.NOTED. i I . 11 I . 1� U .. it r I 111;;;;; �;; it 3� �;7 it 7 1 : , � � . . � .. .... =11 tt:�!:=,:= = ... V=ili:lti,iil:iillit! 1 ilitil,�i �;:����;;;;;Ili;,"!:,L,�,l��,,[,�l'ITI;�11,111,i�,�'ll"��; . 11 , ......... . . l'lq-y�;l;;;;;A11l 1,���iilrw�:�.�::;�i-��,�!.�;�z��it , �. PROJECT 'MAAbER. Hl _ - Ii. :.i:,,tii:t.t1; , L- , . I %, � ; . .... :!14�1" I 1-- 1.1til....1 ........ ��_ ........ �t l. , , . I . I . -'r .... . i �, . I` "I�.����.��������������.�.:.!".-. .it:::ii!!' ,�,�i��,!;i�,iii!,i',Ilq��[,�!��: . 11 .11.11, ,111.11.1�.111 I 1.li,ii.1r ... 1 .... 1. ...... . ........ ..., . . I . . i . . � . -1l'. � . ,tst�iiv "��Iii�-.,:�:��t�I."..�t�IrE�!�!l���et...�.�,�,,����,� ., 1 "t �!� I IL I . I I I I . I 11 1 ....t :11 i,ili 1111,111111111",", t .1 I : , I . � I %1� r, i: ��. � I . � I � I I . �j L l ' . I t! . . I I 1.4 I I 1. i � I . til. . I , 1 7 14 SUANN: HEIL � .1 , .. 11 � I . I ... I I , : . I I 1. . . H � : � , : . I I . I .. . � , � i r.., � I �' I I . 1. � I I I I . I . I V,011PS, ILD!, Nml � � .. � l - I i i I 11 r � T I 1111. I i ; - i . I 1, EXISTING -DUPLEX RECEPTACLE FOR-MOVIESTOP TELEPHONEi,EQUIPMENT. � . . . . 11 1 � i I .1i . .:, :, i (D 1. � . . 16. ALL WORK 'SHALL BE ,IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE I I I : I ' : I il3 , � . . A ;:: . I., I INA '' ' ' I STOP' PROJECT MANAGER :FOR. EXACT REQUIREMENTS, I � I r I I � .L P i iti .1 I " . COORD TE N TH MOV E I I I , I � i . (LA5-19,21,2,3) (LA5-25,27,29) (LA5-31,33,35 it. . . � I . I I AND ALL L6CALL CODES AND ORDINANCES. I . �,,�,�,r ENWNkER's'P'C I " . � 11::1 I I � . � . il ) !::: I � . I . I 1': , I � . . I I � , I . l I . MECHANICAL/ELECTRICAL ENGINEERS �' . . "IT I . � . i I . � :!� . , , �. .� . . , � � � .:" I � I I I � I I I . I I i , lllliijl�:t ,lt"""'', ... .. .............. � ......... .................... . .. : , !:: - � . . 1, 11 . .. . I � 4tiAlitilr it .. ...... � ..... � .. .... 111111'11"I ....... 'ijj.111''1.L ...... , .. ........ . I— . ,; FT lltil�illqlt :�t:�l;;:;�;;;;;:ii��i;�i�,i�i;i����;i:1;1;1 ..... .. ... rrr.r ...... � ..................... ..... ............. . . ::;i . . w;l ,: . ...... . ., . . , ,�"i";,"1'.1iii ... �ill",�l � :1�������!��;�;�i;��r�,�����������,,�,l��,"��,,�,����!������:��!������l,,,-,����:,����,�'tI .... )___ . (D PROVIDE 14' O".,-PLUGMOLD PLUGSTR P. M UNT i . . I � ,.�A� . 4 i. i ! , I ,, O 2" .'ABOVE LAB,,COQNT�R. . � .1 ; �rt= .. . : ... �!t�` ti � ,;ig I . 7. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, IN FIELD PRIOR TO I "�'! 1111illow"M . i 1 ::�!=,���,�,4 :Jk�j;. .L:-.:LL:;:::.:�:;:;..::,;I�l:.I��c..�ol=t.�":�,i�i�l.i�!��;��:����;;:�;��;�����;����iii��;��:��i��;�������������i�!�����g , . ..... �l� ...... ', ... :�11.11.1111'..,Ilj,"��.".�,,�'ll",�������,4 . � I I . . . � I . .. Lit I I I _,3i f.-::; -1 ------- � .... . '... .... ;.. �. I 1i11------- 1, : : I ., . � :, 1538 ALEXANDRIA PIKE, STE. I I I . . 111-1.1-1 ... . ... . ... : �[��;;ii:;l!��[;"i�;���;;:;;;::;:;.��il:�;�;I l,,.i.itii11= t . : I . � L I I . i ll,- ... �..�.�..��=�:::....-,::�::�::�n:�::.:�.�!:.". l"111111"111 i , i � � I ----" .. i, -: , :::= it ll;�llili : -11111;1_,��..',".J:N;::;;:;I;::I.:�;1111;11:;�l.,rllt , , , -, i i. I � � I . . � I I I . � fl. Z ... :: . . .. ................... ... . .. . . . ,,�i :illl�, � lfl� I PLUGSTRIP. RECEPTACLES SHALL. BE CIRCUITED SO THAT NO ADJACENT �: I I'lli '1;;;;;,1:;llj;,,,l I . I I � i iiii��i:iii�:iii:��,l�,�,.,������:,.,::,,:�;�:i��t,�t����,,,:t�!��,��,:�,�,,�.:;!;,;,11,,I"I,�li,�ti,,,i,,,�,ly��l,llqll!,CC�,,,;F�,i�,;:i;5�,i,�� . l' . I � BID. . I Ni - e L I I . ,", . . ..... � ....... I it, RECEPTACLES ARE 'WIRED TO THE SAME CIRCUIT, RECEPTACLES 'SHALL BE . I I I ! THOMAS,' KENTUCKY 41075 i it . I � i q I � I . I 1 . 11 . , i'l l ' � I .: ' � Hi � 1 4 � L . ! I I I i: I 1 18" ON CEN'TER, ,COORDINATE QUANTITIES WITH �MOVIESTOP PROJECT ., I : . [ Ai � . I � I . I I . . . I . - � I . . Hill . I .1 859-442 8050 � . . i ! I ,rC I I I .� . I � . �. mi I Ti I I � . I I � � I . . . . . I � MANAGER.' ELECTRICAL CONDUIT SHALL BE ROUTED DOWN ORNER, NOT r i�,," �M �, ". . .. ..... "', J 11 ,;I, , I , . I . . � I L I I . 1 859-442-8058 FAX: � � ., i:H 1 1 1 ii li I DOWN � CENTER OF FRONT WALL. � . 4 .. � '' . . MOLNTM MIGHTS L I I I I . � � I I . . Iti - . I . . I I I � 1 'il�::T�����������:;�::;:;:::::,:;::::;;�:����, . I. i . ,,, . . .. I . I . . I '111i Tll;:::�::!::::::::::::;::i:i::i�;!::�:i�[!]���:�t:!ii2�;:�:!It:;::[��!i�t;";!:�::: �l"li��;L:��!::;:::���::�!����ill���'. I i . � . . . . . . . . . � � I . . I . I I � I � I I I . SEAL . t 2 1 1 l I � I ii;: ��P��ili=:=":il L, I I . I I I ", J, 1111.1m.l."Ai "I'll, ',, � - I . L . I I . . � I L I I I . il �-,��.,�,!!!".r.�i,,i�,!,t,l,!It.,2"t", ilitil,:;:�::i r . ..... I 1. I I . ` . "i'"REiE:� -, , ,ii �;, �, ,, jjj�ii,i:illl , littl I : I lit: . I I : . I . I .-1 . . . I �. I � q I ;i ,=Z�::��i :4��:,���:":i����,�,:�4�11;11�!������'l""Ill'IL'I'll'Ill,'ll,"Lll,.".;.' iii.ii !!!! ,!�����:�����Il����������������;������;������"�,�""i � � . , . �: _: I ! " I 1 �!�-"!r��!��!���:,l ,;;::,::;::11,1:1�:;!;Illl;::!!,� , .:_1=i1:::L1 t--��.���i�i��!` : , :�tti::�:t�i���!�lti��:,:"��;�,;���.i�!d,,�'lli,�:"�:;"�:t��!,;�����i,ili;!,!,,�,:�,:,,c;�� � _-. .,���!;:���:����:�'�����!����!���;!�I 1iii I ! I I � . iiE, .11 � �.� I.., l.I.I..I., ....... 1 l��W��"=!` i . I . I ==t=i1: it " i " ��:;:�=!�_�` �[! � �'; H � it I i �,�li �. - ....... . I .... � .... .... .. � ................ 1. MOUNTING HEIGHTS ARE FROM FINISHED FLOOR LEVEL TO THE CENTER OF . .: til"lh'i"'! . ..... . .. .. ... ... ..... : r I'd , ���.,,,�,�t����,�.�,�,���,�ii�,�ll:,:�::;!;!:.:;: ... p: ... iillvitlitil ;l4.:;:;i.;;:;i=i:: �;��',�.��.,��:;::,,::,�i::�:..,.�.�.�'..1111,.Ill.Ll�l� L,�1111ii .:.::::;.:::;i;;�_;:;.�;;:i�;li.�i��i�,��,�;::; ........... . .... 11.1-11111.-- I SENSORMATIC EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY . ;i �. , 3::::, 1 . . I . � I � . l� I ,:.,I (D � . � I I ; I r I . P I � 1 i4 1 LWALL � I ., . U. i I . . . . - 11 I I I I I I ELECTRICAL CONTRACTOR., SENSORMATICS SHALL � BE � INSTALLED As BOX. .1 i . I � I .- .11 1- I 2:1! 1 i . � . I . � . I I . . 11 ll r I �, "". , . , 1 , L ; 3 ! I I I . I . 9_�@ , : ::: MOUNTED MODEL ON THE STOREFRONT DOOR FRAME OF THE INTERIOR I I . , . I . �o , I . i,I 11 �5_9 1 : it i . I I I I : : . I I i . . I � . - .1 I . I I I I I 11 I L r .1 � I I . � � 11, _... . I . I � . . I � . I , (D : i I . _ I . I , it; i it ....... � ..... r ........ I ... I.."". I i l DOUBLE DOORS AT THE VESTIBULE. MOWNT.SENSORMATIC POWER PACK AND 2. ,'RECEPTACLES AND DATA/TELEPHONE SHALL BE MOUNTED +18" A.F,F. I I I L r � .1 _�, .r -, . . .1 L � 1. I . I I I 1 . I . I 1, I � � � . I I I Z. �' 1, .. . I" - _ � 1� I I _� . I I i I � :111, 'I I . i 120V DEDICATED RECEPTACLE ABOVE VESTIBULE CEILING. FIELD_VERIFY " A. F. F. I I I ., r . - .1 . 1. t ''rrl:tl,,t j:_".i;';:;%:; � . 1; , , I I 9 _ 'L ti:"l ...... .... iii,lile �it I I 1. .1 � I � TO BOTTOM OF . . - _ .-. .. _ I . I � iiii = __;:�:; ill �! .... ;li; ��tiin.:t I it I I I . . L ti 1, � I -1 , �:ii����:;:�����:��::::�:;::t:::��i:;i�:i;ii:iiiiiiiii�,�i;..�:;:::;!;i:i�:!;;iiiii:i�;i�j�i:ii�!�:�it��t� ii;ii�:t,M;:i:lt: iiirMil I � I " ...., I I I UNLESS OTHERWISE NOTEVNO LOWER THAN +15 .� i � i I ", . I . . _ . . " . l� r , - "��t��:::t:;���;!:!;:��:��=���:��::I��;t���;��::=.'�tX�::::��:��:�:��:: �t���!��:.!:::�i:.�it����!��::::ti:ii:i��.���lI : ==.... ��.rtli=ii:tiiil: -IN. ANY QUESTIONS REGARDING THE , � I . -1 1� I . I . !';!;!��!�����,�������,�!��-,..��l.,�,L"".���il:!: iiiii,iii- I :1iti=1.1�h t=_ttilli:� iil� i . f , : �, . 'r, it i:1 ... I I I I . . I L : I ........ . , . ....... � . ..... I ":t .. . ............. . ,� . .......... R EXACT REQUIREMENTS PRIOR TO ROUGH , : -1 1� ...... ,�'���,",I"!��:��L;L.��i;:[�,r���"I'll�,�'ll,�";rlrlt��::;!,!!:;,�.!!.-,"l!'�'ll"�ill��:,�'ll1l.11- it _ .t;;;;t'i�Iii�!... . L I ittit, ;; .. ........... . . .... r .... --1 ........ I'L ... ... r ........... . I . 9 it" t , ........ r � I . __ , ��6mli.Ili !��!,:����������!:!�;ilii;,�il'i'���11,1�11,1�illli;:Illlll�ill�l��l�l::;:m::;�::��::�::::��:i�i,�i::Iil:l�;:::::�:::;:��:lil:;Ii�i�I =i"qF.)Zil . .... ... . .......... . .... . :t I ,� 1; . DEVICE. . ; I I _- -111 it, ` 11 Ill i I I .1 1� . I t .;;;";i,;ti;i ;�:,� . .. ... ,-,:;: M= ::7::::Z::::$ it, I ,� I I I I , l�: '' _ I. "I , __ i I �� ill - ,� i " i��i,�iii.iii.i�ll.�.-�;;,:.n�.;.;,:��.�.�.;i ..... .. � ..... I—, INSTALLATION OF THE SENSORMATIC SYSTEM, PLEASE CALL SENSORMATIC, L . I I h I. , . :i::i��.�:��ttt���:t:������:�;;: �.l; t �,�:������.,,:,;,�'ll�:;,;�,i�::;Iillljll.11l"l�iii!Ni�llill:i:�:iii;�;]:i�,,,,�ili,ii,�ii"ii'ii'lil"ll'ii'iii"i�:,�iti�t,t�,,�i,;;�'�,�,�;,,:i,,�;,,:�:":,�ii"�:,,�:"Ii,ii,,:;,�;�,:�,��;'�:;",;,�:;Ii;,�:�";::,,:ii:�i'I ilz !l 21j:21-;],= . . I � i Q 1 iiT I . . I � 1 P I . I � I I . . � . , , � . I . . . l I I - 1. . �_ : , L . � . i i I I . I �� I 1, I -1 , I I 11 . i� TION AT (518) 877-0311, . I I . 1-1 '... I ': ..,., ii�. I _., I � iti! I I . I L :. I I , I . . I i I I �t 1 : i ELECTRIC CORPORA . � r I I . � -1 ,l � . � I I i Iii . I I I I . I 1. I'� r, i " � � . i 3 I . . . � . : ,, : I � I . I I T ,, . : I , . I I I . � .il i i _ - , � , , , , , , . I .11 I , : , .� I ii i � . � I .. � � . � I �t i � I " I i I I . 1 2 .Li � � . , � ;� 1, , . . r l . 1, : I j I I - \ . I . I I . . . U�i " ! S REQUIRED FOR HANGING � NEON I . L I ��:,� ." I 11, Mi _L __ iti I . I." t", I : I r � � . � 't 11; I I I I , . . I I � I'll I I 11 " %.1111 ... 1-1, ... 1,1.1.11.1.1-11 ... "I , ... I-' -_ .. . .... �� ..... . , , Q) PROVIDE DUPLEX CEILIN I � I i. t , . I I . I .... ... 11 I I I 111,11'..", .... i:4:: N . 1.1,.1 11 11 11�1�1.1111.11. I'll; I �, 11 I I—. ... � ........ , .... i -'.1'r. ... �� ..... . .. . ....... . r .. .. ... . , " " '�1111",11�"I'. � " �' 11� I I- I T11 �' I ,� , , ,_ .. , , � , , � , . , " � .... .. I I .111.111,11, - �, 'I, , t--". � ... ... . ..... . C) . I . /I I % , "' .�, 11 . I � : � ? . . .- . 1 " / � SIGN. COORDINATE EXACT LOCATION WITH MOVIESTOP PROJECT MANAGER I . . � . .,I , � i I il. 1� . � 1i � =:=::�::;::il;� ";";::::�:�;���ii����;,;�ilili�ll.,�����42�:i:::,:,:;E::�El!��;::��t���t,�,,,�t�,rt�::�-��!,Ill�!!�::I!:,�l!��I r.�;.-.:;;��",W,l�.;;�'�;iiii�,,�,,",�,'r����tl!:;:;:::�:i;:E;�r::��g��:E::::E:ilI H, I . .1 I , I � , , l� itt : i fl!llt�:l .11llt,,il;,t1,li� i;i;:Mi I .... ... M I it, "' I . F"'i t � ;" I " ___., I I I �11;` I I L I . I - .� :!i:ii=2i=liiiiii 1 1�1 I : , l � I . ]d f i:iii�i,.;i�;�::��;:;:::��:�.�:�� n��::!:=:.�;��-�.T-�::.::",",�I � it ;.;= ,it=:::! Ittimis!'. � � . I I . I , I :�4 ,::::, !�,.:;,��jilli;nl! , l i2tillk" . . ", , , I 11.1.::� I'�E;!L'"';*I�";�-*:���'I'��]���n;:; _ . -"-...,,;�;;::��:::;�:i�4�.�",":i�::t . l, � �::::::; i� . .. . ,�,, ii::iit�iitlliii�:, 1.1.11-1111. I I"! - " I "li �l;;i"l�;;�::I:il�iiii"!�ll�����l���:4�::�: N ;i;;;,;;,ll;;q::.1li11�i .`�",_ � lTilt�1imili-iMi" -it � PRIOR TO INSTALLATION. � F= ..... . . ..... .... ,!�� ��!�����:�!������.,.-.,.,!�.,..-,�!����!�:!!I�,� .... 1 ........ 11 .......... ", jt.....��:t:;;: E I t I ,l � ; k; ,,,,T!�:;��"'� ... �!:�:��!;:�� ��������,-�,'�-,,,,�����-,.������:11 I ii;�:;; ;v;;t -..;::;:::;:::�ii������il-i"Ll���- - i, i 1.11 � 11 1111 �L I , lRXlii;li:;;uiili I I I . .1 -��:;;��l:::!�:;�:i;:�::',,,�---�::::::�n::::::�:��:��:::=;i:i�::�::!:;!;:�i:i::t i� I I I . . I . . � I I I � I , � � `- :1 I I � 11 I i", �.% , � � 1: I I 1. � . � ll:�. :,;::,i�: liiZ& 114. ::;. ii it ilitil I t li�,�,=I�lll::�:t,:�r:�l::t:�:���:�;;I:Il,:i�!,�!;�;;",;:�,�l;;Ii�i;,:;�,!,�,,:;��illilliiii:i,��-,�,�;;!!::;�:�;;���.��,���;��l;:;:;;l � �! . I 11 , , .�'. � � �i 4 ,�! :.i,_:it:.i: ti I i , . I I . r . I . 11 "I'll I . . . . I � I , : 110 I . " I .1 . - . - I I . T, � t 4 � I . - 11, - " . . L . , i I :i: I I I . - , ", I . . I : . , L� . . I , I I , . I . � N . ;t .......... I ................. -,-ll. iill (D EXISTING STOREFRONT SHOW WINDOW DUPLEX CEILING RECEPTACLE TO . .... . � < I H! � lit I I � . . I I L . I— I �' � " r I r . :1 I . . I � . I 1.1 i . � I!!! REMAIN CIRCUITED TO LA5-9. I � �� I . I . , �;��. . � . . I ., , , . I it i . ii:l r . I _ : , � _ , , .: , . . � i .. I iR . . . I I . I r I I NS.4 . I I �. 11, . . lit I . ." L REVISIO 1, I . I I o li;�_ . � . dt . !I:, . I I I r I , I I . I ; !1 � lli� I � . I . I . 1. � I i ,�i4, � I :� �.:: � e '.�, � I . . TH � I I 11 � � � I I . 4 � 1 . . . .. I �. M11 . . . 11 r I i,%;:' . I I I . I I . lt� .. .. - � . i I l:.r . I �: t I I ." I i! il .... :j. , .. . ..",..,.�,:It::::;:Ill:���lt��l:��;::::::::.'�', 11 , ,", .... .. r .............. i �"! i 11 � : I . . . . I . 7;=H;=�iiiii - , � I � _____ . t, I :::itx:i:i:=llll1j it��iil.l��,,��,,,�����l.rL��i�,t7i t .... j � 11 � ���,��:�:��t�:�L�������,�,!:"Ill;j�:�,,i�Iii:i�l;�:ji:�li:i::;��i::::�i���:�[,:��;��:,:,:::�,;�:;����:;;;:�z::,:�1;11;;!!;�:i���:::;:���i-l�,�:;::.�,�;;;:�l;I -_11-11-111,1q= ... �;i�i;�;:i���,4���;:�;:;!I�����!��������!�:����!�������� , TACLES ALONG THE, PERIMETER, USING r I "' it�;�� " I 1. m ltllil,,';;��! i, .1 0 E.C. SHALL PROVIDE DUPLEX RECEP I I I it t�� ,� ,, �� ,:;.,� ......... -,1,-"-,-,-,:. I" I ..... . 11 . ...... .. ... � ... . ... .. .. 1 1 3 ��; i I . I I . --------- 7- ,ii�',! l �, i ' . ", L I 1111�li tll,�l ; li ,H,11,0;;�;! � . : lll:;=4lllil;4;;:: E111111 1111.; t .", i:, i � I I , , i -.11111.1--_ " . � -�, l , . PIGTAILS,'SO THAT THE RECEPTACLES ARE MOUNTED HORIZONTALLY'ON THE ,� �li::!-,::':::"::!��::]:�!�!��!!!���i��,��.!I� �!!.���.�,i:�;:�l;;��!��l��!,:�q:,::!!��1:1!1:i�lli��,�:"Iili:�llitlil�t�:,�,::�l!"tl:�1:1�ll:�,�"!i!""!",!,�I ,,�_ 1 i;, 1 .L . � �" '' :�::�,::,�::I::I�.��ILI:V.111""""''i . .... LLI�:�ll�l�l-l��-i:::�!�ii;i;iii,i�,,��,iiiiil:�!�:i�;�::i!iiiii�;;:::;�:iiiti:4;:I;�!�:::"�;�ii;;:i�!�19 __.__.,,i��!Z "ii�l":[",!"",�',�";,Ill', 9 , � � I I � i . E:;� IfflFlitItittill i � " , i::. ,� # .DATE, . , =::,� - � ��:!;�:lluxmj,, .i-"�.""!,�l-,i,,.�,',il,,'.,�,��,�.,�f�;����;�illI l(D I I � . � DESCRIPTION I ", , "" .i!:::::��::::::::�;:i::i��:i;iii,i�,:i:::t::��:lg..�.;11;!g:�:!I�!�;::n��4��;�:�:�:::�:�:�:::�:i:��l!:::::�::!:!��ill��� 1 I I I I 'i ,�:!;��::;;t��,,,.,:,�;ii:::i:;����:��T�..=:��! . � . . .... � � i � iti, ,it ... llitlit . W I ' I I I .1 I . I . .. ...... .. ..,..1,--1__1- ........ . . . . .... ii i I � l; ; TQE-KICKS OF THE NEW SHELVE � FIXTURES. E.C.,, SHALL :COORDINATE , , . I � ij.. I . I I . . I I � . I . I I , I.L I I . j � DESIRED FACEPLATE COVERS NTH MOVIESTOP PROJECT MANAGER PRIOR TO I . I . I I .1 � i I . I �l�', : ... ,� I I IL I . I I . N E l(3H B 0 R I N ()� . I I . I . l! r I i . � . ,%;r I :� �, '': : . I . Iti A r I I i iit . I . I . . . I . TENANT 1q;,1 .1 . I . . . i I I . . . . . . I . I . I � I � � . - I I It . : . illl I . L r .: , , i _11 p : 1 � I . , � . . _� . I I I . I I : I I . . .1. . I . . .. . � .. I i . 10-9 I � . I , [,� ....... ,,� ...... ... I 1! I.Jl ..... � , , I .( I � PURCHASE AND INSTALLATION. FLEXIBLE WHIPS TO THESE LOCATIONS ARE I � I r . . it I I I � I I I I . . I . . . �. 11 1. � I i 1. I . N I . ... ... ... .... " ".1 "' I,. I , . I I I � I i1: I itit, I . . . � I �'. i. . � . , I , , ". : I � � . 3 � l ip:i=::�: �. N . I � I I . I I . I ;lmomill, I 1: I I . I I . I I . 1 2 � , I =l: ill:lnmul .. ..... ,-.,. , �Hi I : . ip,_-"t��!�� i --1.11- Titillti;i : I I I I I � 11 . I iii � - ,� ,,-,;��4�;;�;;;:;;:::::::::;i:::;:i::i;�!li:�!i�:�iii;�:::;::::: ! , it ... , - 0��,����� " i . I I I ,. 1 till - �!��iiii�'T"��g��:�����������!���������������ZL.������.",����,�. llT%:lT:XJ v�7r,����;!�������i'�,�ii�!���.,�����;����;���!���� _,;A,I . : . � ,.. . .1, 1�ijui,ti.tti., . .. �� -1111 I . i i l �L.Ilqwl 1 j ,�.�c�11,11.,��.;1131�iii,i�,-,,.-,-,�� I A."i'111111111"..'t,""ll ;::l . �"",!L::: ;�K�;:��;�;�;: � :::::�,._.�it � ... I fl "' �zf ""' : I I . I I � I I . � � I i tfl...... . .... `�' 11�1 ��;;�;;�J�j. -,I�.�ll,�'���������������"".L�;���;;!�!;!������'.1���L�����!��,4�.���'L",��,,�Ll��,,� " t2titil 2: ... :: ... I__ " L TT%412=1� ,; il OWNER PROVIDED, OWNER INSTALLED SPEAKER. ALL WIRING SHALL BE I . I . .. .. I r . 11 ��,4,�,�.�,.,�l���;�;����;����;���:��;.,���.,,'4,��'- � :: Nii ��;::::,::,v F I I . L . . I :'1:,:::::,:=:�:!x� ... 111111,11"ll"'I'lillitill ft", tw..- I �5 1 1 1 : 11, I .. I . . L i:i�.,:::�::�!j -.-.",�,!,!I"��!:!��,,tt�;�!�?!I:�,,i ... .. '111111T �Illlliitr",'. ,l,+.�t;;t;;;lltl1; Px1lillittliq . . M I I. I ... I .... �ill,�.:::;,::::ii;i:l!::,::,,:,:,�:��.�tm,,,:=::::;!;:::::.::�::;:::::i��4t,, v I. ll", i . � . I � "I I � PROVIDED AND INSTALLED BY THE: OWNER. ALL WIRING SHALL .BE ROUTED . I . I I . I I I I � . L. � I.L I . . 1 I 11 I .1 (D 1�1 ll 11 .. I � . I I 1, 1, :�! , I � I . I �, I . , . . . I . �1 i -a � TIONS BACK TO D.V.D. PLAYER LOCATED AT, THE CASH � I ,�,,i I I - I . . . . I I . . . 13 1,� : i . I � . � � I . : . : � l : %. I � : * R P. r :, r . � r it, . I . . I I � . I I ::1111111111111,1,1111- ' � . i . : I . �.r . . I j �: I � � : �_ � . 1. i I, --zi ... � (�'A,6,,') � I . WRA I I I I . I " 11 ;�: I I � I : �: , � I lT 11 ; . . I � il�ll I ` ... . .. . ... I I I . I I . r : I I . 1. I , I I I � I � 11 . L . . . 1: . I . . L .l!, �l I fl ", , "'' : I. I . L BOARD. I . I it .. ........ �'L ... ... � . ..... ilil.:��� iit . 1 " C TO TE E it V . 11 . I . � I . 1 i, �::::::�:::::::::::ii:;ii;�;i�:�t::!. .$ �����������������������:;",���!111!�����������i���������;�������!������:���:4, , - . t 1-1/4", CONDUIT.. ROUTED FROM ABOVE DECK INTO LAB FOR SECURITY . , I it .. t: �, : '' ,� L i1. I . 1 L, I . . . I L.. � I I. � it I I ,�. ''. ': , . I : I , I ... I �1� , , . � � � ,� '� -,:, �:!, � . . -_ -_ --- ____ 1'1,.,'1'1.1i1,.1,li �����������������������'�,"��'�����,��,�.,,,.� ... �i .......... "il ... 11, I i - i , �! .. .;� i. � L . . I v �, I " I'' , ,11111�11,1111,�11�.111 ...... i ....... ,.�!, (LB5-15,17,19) . in, � . I . I ;%'� .1 . � I . . � : : � I !� i ,,, : ; I . , r I I . i t :ll::*gji iii: ... 1 , ] ; 1 1 1 it 1 �i [t i t � t ; : ; I i ; : ; : : : : : ; : : :; �:! "i, -. � . . : i j:;; i ,:;: t ; ;, ;; ;;;:::::::=:: t, it ;����:v��::::::::;::�::::::;::::: , I I I!: I � ,,�, I I , . I . . :,:: it �,;���::;::;::::;:::;�,:!:!�:;��-;i:�ii�illt . : CONNECTION. . � .; . I 1. I . � .r � ,i L . . � . I �;_ 1� `: . I I � E - ,, I 1:ti . . � I .;:.;"��,;��l.;;�ll�ll��lll:m�l:�,�Iiii:iiiii::�:l��t:��tn:�;�[,��::::::::::;:::::::::::Ill:llllllllll"; ' � . , . .,I : � ;l,,,�,, i , . . I I . i L � g', (LI35-21,2,3,25) . � I . I . . . . , � . I . I i ", I . . I I . :::: I I L I I I I . . i 1 2 2 ::! I I I I I � . � 1 I I 1. I .1 . I . . �. � It I i 5 1 . - � I r , I I I I - I i I . 11 I � � , 11 i, � . !..:. I , I I I I I I : r. . ilt I � � . I . . � I . I I I � � L I I : 1, ." . � . . V:�i: 9 DEDICATED,20 AMP RECEPTACLE, MOUNTED HIGH,�:FOR SECURITY,,MON.ITOR. . 1: : . ' l;1,,l I I . . I I . 1; 1 :L. ' � . I I : � I . . . . . . i I � ,'it; ,L �.: . : l I I ..... ,�" E., ::q I 1. i I I I I I I . � . . I . : I i , . 1 r 1. I . I I I I . I . . L _;�:�, � � � , ,; . . � , i I . . I I � � � _ :. . L I � �, , I . . . . � ,;.� . I 11 . . .. I . I I L L � I . I I :: .;; .� �.. r 'i, ii "I7 1, I , . . I . : i I I :�,: 7 1 1 , i 1'r ... --4 11�11 I D I I : z� , I r . I i . . . I 1 . . I � , I COORDINATE ' ' . I . I : . it . - 1 - 11 I I WITH: MOVIESTOP PROJECT MANAGER FOR EXACT REQUIREMENTS . � I . . , � , 9 . _q�� , ''. r .� , ,1, '... � r I 2 �, -r .... 1 4i . � I 1 3 , . 11 I I � . �,, _� I . I . .. i'. I I � , .i , , ,�t :!,. , i �[,�t;��,i;m:��:::::�:;::�:::]ri..:-�.:..I ... 111.1111.1 ... �,,��l.:I�,;�-����,,��::�i���,:�,,,�,�����,���l, � . . � � , . 1i .... �r ,�� 14 I �'. � � I , I 1, i I . . I I I I I . : � , ., � I itkiiii'l,iiii 11 ... � I '\ / INSTALL DOOR �BUZZER S . . � I ,,,,, �� - � ...... . ....... -.....I-. .��;;�i` :L:' . � , I I '' _t.,E,xi � " tl.._11;:::;`,i ....... _.., ... i, . ... r .................... ;iii-- ---.1 .......... --t=._--, 1 13 . I M . , lll�i'�:�;� .... .... ..�",-'�����;'�l�l��'4'1!��'��!�;!�!����'�' YSTEM lAS �SHOWN. INCLUDE ALL WIRING AND� , � 1111 it , ., ,..�,:ti i % �, �.. - ii -r, I.! I I 11 it lw� .... .... l: I � � I -�;i,�,;.;,:,��,:I�ill,lill:114�!i��:i - .1 � . . I I . I � I . L L .. �, I � il I � . . I . . . . I I . i -A . . i . l', , . I � � . . ;V':-, ... -1 ... ;;;;�z;11�,,, , ...; .... i ... 4 ;"It. ..... � . t , . 1, � i � .. � � I � I I . '' I :� �:. I � I I I i:,;::::,;:::t::. :���2�:�z�:;�;i�i��i;���i����:,��,,�"-�'�""��"�,,�.����"�""","��!;","*,�������������l'I .11 , _!(LA5-28 30) � . , " lil�,�','111__'jl I . "� , : %�� : , I . , I , � il������������������������!����������������!!!!���!!�".",."��.���,-I �����l,"�,,��.����u�::��t!:�:;,�t.t:.��-l!����i,i,i�i�, � ... _ L- .... .. .. ... J n ::;;;=--= , ii , �zli,l �, . . . . . I ---- �� - CONDUIT.' ,LOCATE, TRANsFb.RmitR;'AS SHOWN., MOUNT � POSHbOTTON:'AT, REAR . . �, I . I , I 1� , , . , , � , '' ., . it ' I I .1 11 I " 1:1 . . I ':'L� . ' It I NO IN I .1 . 1. . I I . I I I I r . '' � I I I r . . , .: �,� ,�'.� ' ; ?17 1 , . \ . M -n (LA5-20) I N 1 20 1 � . I I � I l � I I � � 1. ,:, ,i�'"''..� ., : �... ,. i. .,It . . . 'Pt DOOR AT 60" AFF, MOUNT BUZZER �IN 'SALES. AREA ABOVE CE10 ' � . . I l- . . L I I ..�. I /1-,)\ . � . I �:��: I :1 . I ,. I i �, ,: : I ,�,.L . " ' �! -.�,'�'�(L 5-'9,) :. :.. �:"%%� (LA5 ' , 1 13 .. 11, . ,SHOWN ON PLANS, FURNISH AND INSTALL NECESSARY 120V SINGLE I I I I I I , I . t� :: 1� :� 1 1! ) I . :,: , � � � 1. ' � I B . t I � I I r. ,. .. . �. I I ".: ; � (. . L - 3? . .. . I 1 -F\L�/ . i : . .1 . I � � , 2� . : I i. . I . I I . I L, �i,�'. I . . ... I , I ,, I I I I ) B il. _lji�: I" . � � : . t, - . � r : . I . . � I I . -.. . I . I � � ; , I I I I I - . 11 . , r r [ , fF"i1ttlt t::1L:;::11�.i:t;;1't � PHASE POWER'CIRCUIT, i-EbXES AND'COVERPLATES -AS REQUIRED FOR A' I 1, . I I � � l I i . . I I . I . I 11111111 I RM I . I I . "I ., : i I � It i It 1:11. I � .1 . . I .L I 1. � :i� .. 1. I . . 1. . i : 3 I . I I . , � I I I .11 :t I I / . I I I I I I I . � L I., � I . - '��..� .1 . . 5:;1 , : I I � I , . : q I . I � I . . � , . . � . I I L. 1. � (LB5 '5) . . .... ....... � ... r 1. 'pr5,t. l-_- i::; I I i COMPLETE INSTALLATION.. SEE DETAIL 2 ON'SHEET E-3.01,FOR , MORE ,: I I !1 ;:;,�i;iiiiiiiiiiilgm;��:�:�;:.j'. litill :N�::;��:;:::::::::;::::::::�;::i�::iiiiii;i�,�,�iI iii _ - it I � . L . I , , I I � r , : . . I I . L . I I L , 1-- .... ---91t.11,1111111111 - - - I .tli . .... . � ....... i : ;: . . I . I it 1 ) I T . - - - ,- i . I . . I . I I I I I . . I I R�, !.,,"'�.',',� .... ... . 34) (Lj6 1 1, � I I . � " � � VM"'tt i . . I � I . I I . . 'r I I �,`-`,,, -;,,,"i;;.i��i��i��iiiiiii�ii��iiiiiiii�il���i�����,�,�-_�,!iE!�i���!liI , =1. I I INFORMATION. ` : * I .1 I � " .� J. ' , 't i I '1,11,tw,l;;',:� ... . ........ ...", .... I .... (LA5-22$24,26 _1 � . . *� I I I . , I 1, � I I i it ii " : Z!: = � I .;ll; l 1 I . . . . . � . I . I I . r � I . � I �, I I . ii;iiii"llii��;���;;��;;:,�;�l;"i::��u������::��;::�!;::;!:�:��::Iiiiii::�:�;�l��:":.:,L: ,8) i;�Iil I � � . � . I . . . . 4 11 Lt Ll . . I.. I ; , 1 1 : i. I r . . ,�., . . I . . I . . � I � I I � , I I � illiil i � - I . . . I . L . � . I . I . : . - I . . . � � . I il . . �1.1;::;, t i � , . - � .. I I � ''. ; I I . ��� '"; :, . . I . : �i 1@ � ' :'I Ex'ISf1NG,ROOFTOP,,�UNIT TO REMAIN.,..E.C, MAINTAIN EXISTI N G:, FEEDER AND, , I I . I . � i, I _� R I I .. . . � .. .1. . 1'' ; ' ' '' . I . ,, I I � . . . tv: 'SWITCH FOR EXISTING L . I I . 1. 111, i I . . , I I I I 1i (D ()` ' (LB5-27) `- 16 61 5 ..... ii,ll .11 ll - . i G ,CONDUIT.170, MANUFACTURER PROVIDED D:IlSC0NNECt .. . -1 . l I I . . . . 'L I � 1. I I I I . I . . I � I I . .. I � - -11 � I., . ... 1. I i, I 1. I . � . . I I � ' - I . 1, . I .1 I . : I � . I I , I . I 11 , , � I I �1 ' I I " "� . ,. I N .1. .1 . I . 1. L . � .... 11 --- �- I I I , . . i I �L� L I , I . a . 0 . '� , � 1 %�, it, ROOF -TOP �UNIT..:E.Cit SHALL TRUNCATE/EXTEND AS'REQUIRED TO NEW , I . I I . I .., I . I � 11 I I ,. . .. � . 1,11% - * : , :]:� , ! . 1 ?17* -1 , - ". I I � i-, , I -*1k, I � . . . - . t 'L . This document Is 0 Phillips Partnership. PC and Is considered i , . . I. , , . I I I . � . ,� �* : : 11 .� I .1 I I . . ., ': I l 1 i _..� I .... i�NTtllillll;ll it" i � , � � . I � . I I , I I . - ... .... ?C)l ...... ....... � ... ;,,�,.,i . ......... �.;.;,�,,�l ... �,,���"".�u�,�-,,,�,."1,4��.11,11,��I � I li , � I � : , . �11 . , , . L� 1. , -1 . -il, . � � I I I L . . I . I an Instrument of SerVice anq to aolely for use with respect to �11.111"..",..,......:..:::i:�:::I�1:11�,�t , tl:_�:=� :::: �:�: TS!.i i:..Al f �; l�, - 1.1t, R9 :..' iRE", ��i�t`iii5lEi!5 i, , I � =i ; ', , , . � I : L . i . . � V i"i till"; .it.ititiNt-1 l: J ......... . _1`111,_i ,.. "t " . . i :. ,: � � , : , 1 I � , I.. . I I � I � , � . . � I : . I . �. , .... tiv1 I I ..... ... :,; I..;.!.i !;. �Ll�,![���.:":.r:":":":":":�.:,; -m!-! . . � , . i 11 l ..... � .. ..... 1 ,. . 1, , / I � . . I � . j . I the piii6jaict 'do Indlcdtad below. All rights reserved. This � I : li i tit'lli"1111111ti� . .. ��,;,,,':: i 1,;.1 "� .... . :;r, .. ...... : .... .... " 11". !��ij�!���!�i�j!,",6 ..... ... i �Ii,, .,,- -���-;i�:�;1,11.,I��L,':�i!�l_,,,,��"T�",'!�!�!"."��,",'I�i',-',',!El!�!',,'ill���,,',,��i�,.�!."-,..!;E��,�'., ""il,411" .� .... . 1 ,,, " : CIRCUIT'bESTI,NATION. ,ii+lQ0:i;i�;V :,._:::::1 ��ii�_�I�Ilil�!�11 �iiiiiiliii.11!i.ilil�!i I :�T::;::��:lgil:::M =::: ,it , "g"Mitillmimmmli. , i, I � . L I . ; 1 i: , , . 11 ilk, lilli-,"."", � . ..... 11. . I .. I.. . : I . I . :. ' , , I �L 11 . . I ... 'I'lltranlir.16 -1111- -11111. 1-11.111.11 ,, 11,1�,., ��� .... . . . . ...... 1.� ... liallinut.,_ ... � � : I document 'may hot 'be reproduced Without the Prior written � I I I H. 1", 11 ill . . I \ /`-__`1 1� i EPtA' 11 I . I 1� I . . I . I I I . � � . . I I 'i /' . I � � � . ti . I PROVIDE DEDICATED �20 AMP "NEMA 5-26R" -REC' CLE � BELOW COUNTER r I I . r . I consent of � PhIllips,P(ifterehip, PC. .. : 1 � : * : . I I 8 � "'I IIT 11 'I ... 11'T " ' . . . . I I ! I . . . I . . 1 l 11"; 'b ", I �� 11 ." I I I I I . . ! , : ��',�;;;�;��;�, 1 ....... . � .. .. .... �[,7 11 l' I I , , ��:] . 1 . T'.. ii . . . . . I . . I I . , , . s . . I . . . � � ! I . r t . t � � I i "" _ A i . . . i , ( I l I . . I . I I � I , . , i . �t" ,: . ... ... � 6 ". .1, � _ . �� I `1`1_1_-.1./ i q� AND 6' FROM CORNER OF ,BACK WALL ,FOR,�REPACKAGER. COORDINATE EXACT .. � I I - I I . � . I I . . PROJECT.- I 1. I , I j.;-- �j . . ........ � .. ...... " __� ___ .............. . ..... . .... . . ......... . ......... . ......... ... � ........ I .11 , ,,,,, 1"- --7 . ...... �, l MOUNTING H0G OJECT,MANA I I . I I- .... 1. ... ... .. . j 1" "TL 1�11. �11�Ll 11 ........ 1. ..I' ..... � . -1:111, "I". 11 � 1"I . ....... . ... .... � �,,� u . .., . . I . I I I � I I I I HT WITH MOVIESTOP PR I GER. ,r, � � I . I . . . l .. I - . I . I . . I . .1 11 . . . I I . I L I I .. I 1. . ! . I I . I I t.. I I I I . I I . . 11 t I 1. . � L I I . � . 1. I I . � . I . . . � � I I I . . . , :i .i I :. I 1. . .��. I I � . � � . I � ENTRY ' I I I 1",ii,"," l . ': .. . L : ,:� . f.", � . t I � I I 1. . � .:_ . 11, �., I : I � . : I .� . . . L I . I I 11 . I .: ,. . I . I , , . I . I � � ' � � I � . I I : :7 I � . . I � , I . I I p I . � . . � . : LOCATION . . q� PROVIDE�.DEDICATED,20 AMP RECEPTACLE,:'OELOW 'COUNTER ,FOR, POLISHER. I I . . .1 . . . I I . . I � -11-111, I I COORDINATE �EXACT LOCATION LAND . 'MOONTING tH IGHT WITH MOVIESTOP, I I I . I . . . _; I 11 . , I r I I I _'.� - .. 1�1 I , I I � t . � ,, . . E - r. . I . I I i . I I . I I . . ER i � .1 . . :1 I . . .1 . . . r . I L I . I I , I .., I � I .M : . [" I : � . ...... 1"i'l, ,').".�, l L PROJECT MANAG I !-. ,� I I I. I . 1. I I � . : ' I � . Ill I ... .... , I l 11 I : I . .. I I .. � . .. . - I I � . I I I I 1. 1, r I I .l t , . :�. . :. .'' � . . . .. . r r � � I : . I I l * :, � I I � � I '. � � . I . � . � . . : .. ,e.. 1. I—— : . I . . .. ..:� , . 1 : .i . � . > i fl � I . . .1 . I � . I , 0 I ., � . I . , 1�,. l : � .. I I � i_0 I � � I I � 1, . a 1 1 "') c', 1 � . * .. . .. . liiii,,.�,,` � . . ....... � . I., . I. . . . . .. . : I ,.1'i,.'1,` L I .1 . . I �".� i -o" PLUGMOLD PLUGSTRIP. MOUNT 2" ABOVE LAB COUNTER. I I . . I .1 . I . . I I � . � I I I I . , I I I � � � . . � . �51 PROVIDE: 8' r . . . 11 iLeSt I . I L I . � , - ! : � � I I . I I I . ; I 11 4 . I � . I � . . .. PLUGSTRIP RECEPTACLES SHALL'BE CIRCUITED, SO �'THAT NO ADJACENT I � �1: t I . I 11 . . . � I I. .1 . i � , . .. I I I . . : RECEPTACLES ARE WIRED To THE - SAME:. CIRCO.IT. - RECEPTAOLE�,i,SHALL BE I . . I � . . I . I . I � � I . I r , I , I . , I I . , � I I I I . I I � � . � . r . I � : . I .1 � . I I I I . . 1. I . '. r ; 18" ON CENTER, COORDINATE QUANTITIES WITH.�MOVIESTOP PROJECT- I I I p � . : . 11 � . . I , I . I . ,. i . . I .. . 11 . � � . . I . I . I . I . � . I � . . I I I MANAGER. 'ELECTRICAL ,CONDUIT tSHALL,:BE, ROUTED, DOWN CORNER,l.;NOT � � I . � � �' . .rl , . . . I . . I . . I I I . I 1 ,i I I I I I . .1 . L. I . 11 I I ,. . I . . 1. I 1. . � I . � � I I I I I I . I I *-%,O% , I I � . DOWN � CENTER OF t'FRONT.. WALL. ' .� . I I . I .., , � � ... . . : I . : � . � 1. � L . �. . . ,M. IN I I I . � . 11 I . I I . . t: � ,, I . . I . . . . .. . : I . I 1. � .1 . I . . 1. I :. � ,:. I .: ., . . . � ,. I THE, MARKETPLAcE � . I . . I . I I . . . ELE; %1P : I I , I . .'' 1. � � � I 'TRI^AL vuWER & Ty"STEMSPLIOUN's ' : I . . I . 2 . I . . . I . . . . I . ' . I . I . I � I I I I I q� RUN 1' EMPTY COND'UIT TO D.V.D.; PLAYER AT THE CASHWRAP. 1 �: VERIFY I I . . . ' . � - I I , go - 1-009 � � . I I I I 'WITH OWNER I . N FIELD PRIOR TO INSTALLATION. I I � L . . I � I : SEMINOLE TOWN CENTER I I : 1 1/8 1 . � � l EXACT LOCATION' I L I I . I � L . I �,, I I.., , I . I . I � I � . . . I � . . I i �� . i L . � 11: .. . I . 1, � I I � :,,,,,, r � , L . 11 . I . I � � . - I _ �,� SANFORD:j:�r.L I I . . ... . . . I 1� �� COORDINATE, EXACT LOCATION AND MOUNTING HEIGHT OFTHE,QUAD * ,� . I . . . I : . I I , * . I . .1. . ,� % I . �. I 11 I . � . I . . , , I . I � ' : . , . . � . . I I I MMUNICATIONS J -BOX FOR THE'OWNER � PROVIDED: WALL I CLIENT- ' i I I I I . I . � : I . . . � .. . I i � � I I . � : r L �� I , ,, . I . I . . � . . I I . . � I � � . . � . MOUNTED FIXTURE IN FIELD NTH VIDEO/SOUND CONSULTANT PRIlOR TO , .1 I � . . , . ;� � . . I . I i r I . I I . r . I %..I , I L . ,. I � . . I .. I . I , . . . I . i INSTALLATION. I � � . . I � i I I . I I . � .. I � I . . . I I . . ;; I . . I I . . . I . . . . � : . . . . I . . I I 1. � . � I . . 11� - I � I.. I r I I I . . . . I I I L 1. . . . 11�11 I I I 1. I _ . I I I I I . . I .. r I * � � I .. I � � i"", 1100: r I I . I � � . : LOCATION OF D;V.-D. PLAYER(S) FOR OPERATION ,OF T.V. SYSTEMS I I . I . � I I � L . 11.1 1:,4 1. MoVile I I I I . � :11 I . I I ! �9 ' I . I I I . . I .l�.;, S I !L, I I : I . . "I . . . � ! THROUGHOUT THE STORE. PROVIDE ADEQUATE, POWER AS NECESSARY. VERIFY I I . - I I . , I . I I I I I I I . � C r . * . I L I : . . � I..,!:: . . � I I . I I . . I . I I I � I I e : . I � :i, I � . * . EXACT LO ATION WITH OWNER IN FIELD�PRIOR to INSTALLATION,,' � _ I I I �ii': . 1, � �* . ., 1. : ., . � . I I : . . I I I . . I . I I , I � I . I �,:,�.' - , I I I l I . � i : � I I � I I I I I . . I I I l I . I � r - . . . I I I . I . � . , � . ;.1. .�� I I I . . .1 . . I � . . . I I .i . I . . . I . I I I � � r I . I . I .1'910 COBB INDUSTRIAL' . � � i � � . � � �� . I I I . . . I . . . . I . � I . I I I I . . . I . . � . I. I , �i I . I . I � . � . I I . I 1� . . . � . . . . . 1, . I I .., I I I I . .. � . .r I I . . . : . . . I � I I I � I . " . . I r . I I �': I I � l . .. I � . . . " I .. . I .1 I I 1, . . I . I r I . I . ". 1.11 .1 .. 1. ., � . . . . . . I � � I I I I � .. l I � . I � I . -�i I i . . I . . I '. I � . � . . ... I � I . . . I . I � l:1 I: BOULEVARD I . 11.1. I � � . I I . . � I I I � I � � 1. . . . � . � � � � . . I �. 1. I . .. I I I � - I . � I I i I I . I I I :; 1. I I . I . I : I . . . I . . � . � � . . . � . I . I 1. I . . � , r L I , . 11 . . . I . . i I . I . . L . I . . . , . . KENNESAWIGEORIGIA30.152, % 1. . . I I . � . . . I . . 'r I . . . � I . . � . . . . � . . . I . . i . . ., I . I - � I i I i i : i i 71, i T ) i II l � ::= f:. 9 . 2= 1 I 1� i M 1� I . � � � I � � � � , I v . . � . . � I I i . . . I � I ; 1. . � ! � I I . . . , . � � . I . . � . I . � I I . . , : . . . . I I I L I I � I . I . I I : : �:� : , : : . . . I T I � . . � . . I . . . . . . i I I . . . � � . I I . , I 1 L I , i I � I . I . . I i � . . r , I I I . I I I � : I . I � I I I . I I I . . L � . . I I I . I , . � I . I � . I . � i . . . I . I . I I L . � � � I . I . I . . � . . � . � I . I I I I . I . . I � � L I . . , I . , . ; I L : r I , . , , , . I . I . � . I . i . I � . I . � . � I I . � I I . . . I . I . I PHILLIPS JOB NUMBER L r � . L � I . I . � ; . , I . � : 1, I I . . ,� � . I I I I � I . I I I . I . I I � I 11 I . � I ; � . . t. I � i I �. :l, 11 1 .- L . I . I . .. I i I I . . � . . . I . I . I I ,. . , I 11 . I I � � . . I � I . . . . I I I I . . r .1 . � . . I . � , . I . . I. . . I I L . I . . � . � . I ' . � . I I I I � . I. . . . I . . r, . . I I I .1 I � . . I . . . ISSUE DATE. I I � � I I � . I .. . I I . . I .. ,. .. I � . I . I I . f �� .1 . r� .1 I . .1 I I I . � L' . I . I . .i. . I I � . � .1i I � I I i . ; ' L � , . , � . . . � , , : , � . I I � I I I I I � I , : . . � I . . . I . I I � � . � . . . . . . I . . � .I . . 1. l.. 1.� 1. � I . I . � I i I . . � � . . I I I i. .: I . " .i , , ., � � . . � , I I . . ., 1. I . . . . . . � I I I � . . I I . � � � � I I i . i .11 I I 1 : I " �. : . � ., ,. L � . I � � I .� I I . ATLANTA7 .. . � . GEORGIA I � 30328 .1 � I � . � - 1. I I I. . I , .1 "' l, ", .., . . I I 1. I � . . . . � � . � . . . � . � t :'. L.. .1 I I . r ,�, .. I . . I I . I � I � p, .. . . . I I .. I I ! , ; : l I I . I i, . I : I � . I : . . r . I . . I . I � I I . . l . I I . . I I 1. I .1 I . I : . . I L I ." 1. . I I . � I . I . . . I i : . I � . . I . I . � I � I I � � " . . L� % I . I . I I �, � i . . 1 000 ALtRANUKIA rimt, Jit. '7 1 FTTHOMAS,"' KENTUCKY 41075 800--354--9783 859-442-8050 -859-442-8058 FAX LIGHANG CODED NOTES SEAL E.C. SHALL PROVIDE J --BOX AND RELAY, IF NOT EXISTING, WITH SERVICE FOR TENANT SIGNAGE TO BE TIMECLOCK CONTROLLED. E.C. SHALL . MAKE ALL NECESSARY CONNECTIONS TO THE TIMECLOCK. COORDINATE ON/OFF SCHEDULING WITH LANDLORD. 0 NIGHT LIGHTS, EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE CONNECTED _ TO CIRCUIT LB5-12. NIGHT LIGHTS SHALL BE RELOCATED TO NEW LOCATION SHOWN. r- O CONTROL THROUGH SWITCH "a" LOCATED IN STORAGE/ELECTRICAL ROOM. �- O CONTROL THROUGH SWITCH 'Y LOCATED IN STORAGE/ELECTRICAL ROOM. + � 0 CONTROL THROUGH SWITCH "c" LOCATED IN STORAGE/ELECTRICAL ROOM. REVISIONS CONTROL THROUGH SWITCH "d" LOCATED IN, STORAGE/ELECTRICAL RAJ°0IA, P 65�.TF . DESCRIPTION O CONTROL THROUGH SWITCH "e" LOCATED IN STORAGE/ELECTRICAL R0aMi. LIGHANG GENERAL NOTES 1. ALL 2x4 FLUORESCENT FIXTURES ARE PROVIDED BY LANLDORD AND ARE EXISTING TO REMAIN. 2, UNLESS SPECIFICALLY NOTED OTHERWISE, ALL LIGHTING BRANCH CIRCUITS SHALL BE PROVIDED WITH (2)#12 AND (1)#12 GND IN 3/4" CONDUIT FOR EACH 20 AMP CIRCUIT, 3. UNLESS DIRECTED OTHERWISE, ALL SWITCH PLATES SHALL BE WHITE IN COLOR, 4. ALL CONDUITS SHALL BE ,CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES. 6. CONTRACTOR SHALL VERIFY ALL EXISTING' CONDITIONS IN PRIOR TO BID, ed 7. NIGHT -LIGHT FIXTURES "NL" SHALL BE WIRED AHEAD OF SWITCHING, a InstrumentofSeerviIs 0 cellllandlo�solely foruse nwith respectd to to theprotect as Indicated below, All righto.reserved. This document'; may not be reproduced without the prior written consent of Phillipa Partnership, PC. PROJECT. THE MARKET PLACE 30 1 l7 r OLE TOWN CENTER SANFORD , FL CLIENT ovieStop 1910 COBB INDUSTRIA ®Np llt rmynnn LUMINAIRE y J y CATALOG NUMBER DESCRIPTION r VOLT WAT'T'S f LAMP REMARKS _ EXISTING 2'X4', 4 LAMP RECESSED PRISMATIC 7i LIGHTOLIER ^..��.., l TROFFER, WITH ELECTRONIC BALLAST .... ... t E I 7 (4) F32T8/SP35 EXISTING, SALES ILLUMINATION f. EMERGILITE PRO -2 IN -HEAD BATTERY LIGHT, SIJFX ACE ...., 6 1 000 ALtRANUKIA rimt, Jit. '7 1 FTTHOMAS,"' KENTUCKY 41075 800--354--9783 859-442-8050 -859-442-8058 FAX LIGHANG CODED NOTES SEAL E.C. SHALL PROVIDE J --BOX AND RELAY, IF NOT EXISTING, WITH SERVICE FOR TENANT SIGNAGE TO BE TIMECLOCK CONTROLLED. E.C. SHALL . MAKE ALL NECESSARY CONNECTIONS TO THE TIMECLOCK. COORDINATE ON/OFF SCHEDULING WITH LANDLORD. 0 NIGHT LIGHTS, EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE CONNECTED _ TO CIRCUIT LB5-12. NIGHT LIGHTS SHALL BE RELOCATED TO NEW LOCATION SHOWN. r- O CONTROL THROUGH SWITCH "a" LOCATED IN STORAGE/ELECTRICAL ROOM. �- O CONTROL THROUGH SWITCH 'Y LOCATED IN STORAGE/ELECTRICAL ROOM. + � 0 CONTROL THROUGH SWITCH "c" LOCATED IN STORAGE/ELECTRICAL ROOM. REVISIONS CONTROL THROUGH SWITCH "d" LOCATED IN, STORAGE/ELECTRICAL RAJ°0IA, P 65�.TF . DESCRIPTION O CONTROL THROUGH SWITCH "e" LOCATED IN STORAGE/ELECTRICAL R0aMi. LIGHANG GENERAL NOTES 1. ALL 2x4 FLUORESCENT FIXTURES ARE PROVIDED BY LANLDORD AND ARE EXISTING TO REMAIN. 2, UNLESS SPECIFICALLY NOTED OTHERWISE, ALL LIGHTING BRANCH CIRCUITS SHALL BE PROVIDED WITH (2)#12 AND (1)#12 GND IN 3/4" CONDUIT FOR EACH 20 AMP CIRCUIT, 3. UNLESS DIRECTED OTHERWISE, ALL SWITCH PLATES SHALL BE WHITE IN COLOR, 4. ALL CONDUITS SHALL BE ,CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES. 6. CONTRACTOR SHALL VERIFY ALL EXISTING' CONDITIONS IN PRIOR TO BID, ed 7. NIGHT -LIGHT FIXTURES "NL" SHALL BE WIRED AHEAD OF SWITCHING, a InstrumentofSeerviIs 0 cellllandlo�solely foruse nwith respectd to to theprotect as Indicated below, All righto.reserved. This document'; may not be reproduced without the prior written consent of Phillipa Partnership, PC. PROJECT. THE MARKET PLACE 30 1 l7 r OLE TOWN CENTER SANFORD , FL CLIENT ovieStop 1910 COBB INDUSTRIA ®Np llt rmynnn LUMINAIRE SMEDULE TYPE M1+GR CATALOG NUMBER DESCRIPTION VOLT WAT'T'S MIOUNTI[NG LAMP REMARKS _ EXISTING 2'X4', 4 LAMP RECESSED PRISMATIC EX LIGHTOLIER XP2GVA,432212004 TROFFER, WITH ELECTRONIC BALLAST 120 128 RECESSED (4) F32T8/SP35 EXISTING, SALES ILLUMINATION EM EMERGILITE PRO -2 IN -HEAD BATTERY LIGHT, SIJFX ACE 6 WALL fNCLUDED, WALL MOUN'T'ED EMERGENCY MOUNTED CO:MRNATION EXIT/EMERGENCY POLYCARBONATE, EXIT LIGHTOLIER LLC2URW 120 UNIVERSAL INCLUDED L.E.D. EXIT RED LETTERS 1. ALL 2x4 FLUORESCENT FIXTURES ARE EXISTING TO REMAIN, 2. ALL EMERGENCY AND EXIT FIXTIURES, UNLESS ALREADY EXISTING, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 1 000 ALtRANUKIA rimt, Jit. '7 1 FTTHOMAS,"' KENTUCKY 41075 800--354--9783 859-442-8050 -859-442-8058 FAX LIGHANG CODED NOTES SEAL E.C. SHALL PROVIDE J --BOX AND RELAY, IF NOT EXISTING, WITH SERVICE FOR TENANT SIGNAGE TO BE TIMECLOCK CONTROLLED. E.C. SHALL . MAKE ALL NECESSARY CONNECTIONS TO THE TIMECLOCK. COORDINATE ON/OFF SCHEDULING WITH LANDLORD. 0 NIGHT LIGHTS, EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE CONNECTED _ TO CIRCUIT LB5-12. NIGHT LIGHTS SHALL BE RELOCATED TO NEW LOCATION SHOWN. r- O CONTROL THROUGH SWITCH "a" LOCATED IN STORAGE/ELECTRICAL ROOM. �- O CONTROL THROUGH SWITCH 'Y LOCATED IN STORAGE/ELECTRICAL ROOM. + � 0 CONTROL THROUGH SWITCH "c" LOCATED IN STORAGE/ELECTRICAL ROOM. REVISIONS CONTROL THROUGH SWITCH "d" LOCATED IN, STORAGE/ELECTRICAL RAJ°0IA, P 65�.TF . DESCRIPTION O CONTROL THROUGH SWITCH "e" LOCATED IN STORAGE/ELECTRICAL R0aMi. LIGHANG GENERAL NOTES 1. ALL 2x4 FLUORESCENT FIXTURES ARE PROVIDED BY LANLDORD AND ARE EXISTING TO REMAIN. 2, UNLESS SPECIFICALLY NOTED OTHERWISE, ALL LIGHTING BRANCH CIRCUITS SHALL BE PROVIDED WITH (2)#12 AND (1)#12 GND IN 3/4" CONDUIT FOR EACH 20 AMP CIRCUIT, 3. UNLESS DIRECTED OTHERWISE, ALL SWITCH PLATES SHALL BE WHITE IN COLOR, 4. ALL CONDUITS SHALL BE ,CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES. 6. CONTRACTOR SHALL VERIFY ALL EXISTING' CONDITIONS IN PRIOR TO BID, ed 7. NIGHT -LIGHT FIXTURES "NL" SHALL BE WIRED AHEAD OF SWITCHING, a InstrumentofSeerviIs 0 cellllandlo�solely foruse nwith respectd to to theprotect as Indicated below, All righto.reserved. This document'; may not be reproduced without the prior written consent of Phillipa Partnership, PC. PROJECT. THE MARKET PLACE 30 1 l7 r OLE TOWN CENTER SANFORD , FL CLIENT ovieStop 1910 COBB INDUSTRIA ®Np llt rmynnn ISE /SI LE -LINE 'CODED NOTES GENERAL HISEMINGLE-LINE NOTES EXTERIOR WALL BEHIND SPACE BUILDING A f TENANT DEMISING WALL ® PROVIDE PROVIDE (4)#2, (1),#8 OND iN 1-1/4" CONDUIT 1,'PARALLEL FEEDER CONDUCTORS SHALL BE CUT TO EXACTLY THE SAME LENGTHS AND SHALL /� BE FROM THE SAME FACTORY RUN. ALL CONNECTIONS FOR SAME SHALL BE TORQUED TO `tel EXISTING (4)¢4/0, (1)#2 GND IN 2-1/2" CONDUIT TO REMAIN. IDENTICAL VALUES. I Q EXISTING 400 AMP, 3P, SN, NEMA 3R, FUSED DISCONNECT SWITCH WITH 225 AMP FUSES 2• EXTERIOR ELECTRICAL WORK SHALL NOT ONLY BE WEATHERPROOF AND WATER -TIGHT, BUT - TO REMAIN, SHALL ALSO BE RUST -RESISTANT, NOTE: O EXISTING METER SOCKET TO REMAIN FOR MOVIESTOP ELECTRIC SERVICE. E.C. SHALL 3, CONDUCTORS BELOW GRADE OR SUBJECT TO MOISTURE SHALL BE "XHHW-2". EQUIPMENT SHOWN FADED AND CONTACT THE LOCAL UTILITY COMPANY TO ARRANGE FOR ELECTRIC SERVICE IN DASHED ARE EXISTING TO REMAIN. f MOVIESTOP'S NAME. COORDINATE INSTALLATION REQUIREMENTS WITH LOCAL UTILITY 4. PROVIDE FACTORY SERIES COORDINATION FOR ALL CIRCUIT BREAKERS INCLUDING ALL BRANCH 5 COMPANY. BREAKERS), RELATIVE TO "UPSTREAM" BREAKERS, SO THAT ONLY THE BREAKER ' CLOSEST IN THE EXISTING I j °' 5 CIRCUIT TO THE LOAD TRIPS UPON AN OVERLOAD OR FAULT CONDITION. I PULL BOX O ELECTRICAL CONTRACTOR SHALL PROVIDE NEW TELEPHONE EQUIPMENT BOARD, BOARD 1 r I SHALL BE 2'Wx8'HX3/4"TIi PLYWOOD, 5, POWER DISTRIBUTION EQUIPMENT SUPPLIER SHALL PROVIDE EQUIPMENT APPROPRIATELY RATED i, ........ ::. r..:....... ,. :.. AND BRACED TO ACCOMMODATE THE AVAILABLE FAULT CURRENT AT THE UTILITY COMPANY i ` ' I EXISTING..I LB5 NEW O EXISTING 3/4" CONDUIT FROM TELEPHONE CABINET ON EXTERIOR WALL BEHIND BUILDING TRANSFORMER SECONDARIES, THIS SUPPLIER .SHALL ACCORDINGLY. PROVIDE ANY RELATED TELEPHONE "A TO REMAIN. CALCULATIONS SO THAT THEIR EQUIPMENT IS PROPERLY COORDINATED FOR THE AVAILABLE 1 i LAS I EQUIPMENT 1 FAULT CURRENT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THIS SUPPLIER WITH COPIES OF BOARD THE ELECTRICAL DOCUMENTS AS REQUIRED SO THAT PROPERLY RATED/BRACED 4 I 1 3 I I "TTg" E.C. SHALL EXTEND EXISTING 3/4" CONDUIT FROM TERMINATION: POINT TO NEW TENANT /RACED EQUIPMENT IS �I i 2 I l20/208V 120 208V PROVIDED UNDER BASE BID. ! I TELEPHONE BOARD LOCATION AS REQUIRED. 30,4W 30,4W f 225A MLO' 100A MLO O E.C. SHALL PROVIDE OR ARRANGE FOR TELEPHONE AND DATA CABLING FROM EXTERIOR 6. GROUNDING ELECTRODE CONDUCTORS SHALL BE PROVIDED IN STRICT COMPLIANCE WITH N.E.C., E A I [ ;' I i 42 POLE1 30 POLE TELEPHONE `CABINET TO TENANT'S TELEPHONE BOARD. E.C. SHALL CONTACT THE LOCAL INCLUDING N.E.C. ARTICLE 250 AND TABLE 250-66. THESE CONDUCTORS MAY NOT 'BE INDICATED i TELEPHONE COMPANY TO ARRANGE FOR TELEPHONE SERVICE IN MOVIESTOP'S NAME. ON RISERS OR SINGLE -LINES, BUT SHALL BE PROVIDED UNDER BASE BID NEVERTHELESS. 1 EXISTING --0 k' a € E 100A € 7. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED IN STRICT COMPLIANCE WITH N.E.C., CT CABINET + I INCLUDING N.E.C. ARTICLE 250 AND TABLE 250-122, THESE CONDUCTORS MAY NOT BE ...... j 10kAIC 2'Wx8'Hx3/4"TH INDICATED ON RISERS OR SINGLE -LINES, BUT SHALL BE PROVIDED UNDER BASE BID I I l NEVERTHELESS. 8.. WORKING CLEARANCES SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT (SWITCHBOARDS, E I 2 PANELBOARDS, TRANSFORMERS, STARTERS, DISCONNECTS, ETC. AS APPLICABLE) IN STRICT COMPLIANCE WITH N.E.C. CHAPTER 1, PART B SECTION 110- 26(a). LOCATIONS SHOWN ON , l � GRADE ......... ........: .... ......... ....... I I FLOOR FLOOR PLANS ARE SCHEMATIC AND DIAGRAMMATIC IN NATURE: THE ELECTRIC I .... ... AL CONTRACTOR I................. 3 , SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE ABOVE N.E.C. REFERENCE. THIS I REQUIREMENT APPLIES TO EQUIPMENT ON FLOOR PLANS AS WELL AS TO EQUIPMENT SHOWN ON j RISER. 9. HOLD ALL NEW OVERHEAD ELECTRICAL WORK AS TIGHT AS POSSIBLE TO THE BOTTOM OF THE I OVERHEAD STRUCTURE. LOCATE ANY RELATED PULLBOXES SO THAT THEY WILL BE FULLY ...... ACCESSIBLE AFTER ALL CONSTRUCTION WORK IS COMPLETE. AS WITH ALL WORK, COORDINATE IN 8 6 ADVANCE WITH ALL OTHER TRADES. TO LL ELECTRIC DISTRIBUTION 10. ROUTE FEEDER CONDUITS BELOW GRADE WHEREVER POSSIBLE. VERY LIMITED SPACE EXISTS ABOVE ACOUSTICAL TILE CEILINGS AND MANY, IF NOT MOST, OF THE SPACE ABOVE THE GYPSUM BOARD CEILINGS iS NOT AVAILABLE FOR RUNNING CONDUIT. STUDY ALL ARCHITECTURAL, STRUCTURAL & MECHANICAL DRAWINGS VERY CAREFULLY BEFORE LAYING OUT FEEDER ROUTES. (I)ELECTRICAL RISE I N G LE LINE DIA RA 11. ALL PANELS HAVE NEMA 1 ENCLOSURES UNLESS NOTED OTHERWISE. SGALEo NONE 12. ALL PANELS ARE SURFACE MOUNTED UNLESS NOTED OTHERWISE. PANEL NAME LB _ _ VOL'1'AGk - 208 PHASE, WIRE, 4 LOCATION STORAGE / ELEC'T'RICAL ROOM SOURCE EXISTING PANEL LAS ^- SEE E RISER -,10,000 AIC� - - L® M H CBREAKER DESCRIPTION KVA/['1:IASE A B C BREAKER �-v DLSCI-UPTION AMP POLE L AMP POLE 1 0.7 20 1 PERIMETER RECEPTS 1.6 :: :; ::'. : ` EXISTING SALES LIGHTING LL 201 09 2 3 0920 l EWC RECEPT 1.8 ; EXISTING SALES LIGHTING 20 1 0.9 4 5 _ 0.2 20 1 SENSORMATIC RECEP"!' - 1.1 EXISTING SALES L1GlL1'lNG 20 1 0,9 j . 6 7 0.4 0.5 - - _- 20 2(1 1 1 PERIMETER 1tECEP'1 S�^ NEON "OPEN" SIGN kECEP'I' 1.3 ...........................EXISTING 1.4 SALES L.IGHTINO EXISTING SALES Ll_GII T 1NG ` - 20 20 _ 1 1 0.9 0.9 I, _ 8 9 - 10 11 13 0.4 20 20 I 1 TV RECEPT SPARE �_ _.____--___ _ _ 1.0 0,9 ...•.......... ;:;; :;??;;:: :;:: EMERGENCY /NIGHT 'LIGHTS -,- -- SIGNAGE 20 '1' 20 l -- 1 X0.5 1.0 12 14 15 17 0,4 0.4 20 20 l l POS UNITRECEPT POS UNIT RLCLP'I' _ ,....... :•;:;;•:; :..: :"::; 0 6 0.4 - _.. -W_ _ I'IMECLOCK SPARE 20 20 1 1 0.2 _ 16 18 19 _ _� 0.4 _� 20 1 POS UNIT' RECEPT 0.4 SPARE 20 1 20 21 0.4 20 1 POS UNl'1' RECEPT ........... . 0.4 •':::..'•;.: _- SPARE 20 1 7- -- 22 23 0.4 20 1 DVD PLAYER RECEPT ................... ............... ........................... .0.4 - SPARE 20 1 24 25 0.7 20 1 CASHWRAP RECEPT - 0 7 ...... „• SPARE - -- -- 20 1 - 26 27 0.2 7.0 1 SENSORMATIC .....•... ........SPARE ................•. 0 2 - 20 l -- 28 29 20 1 SPARE TOTAL CONNECTED LOAD/PII SUBFED TCL FROM TOTAL CONNECTED LOAD ,........ ::: 5.0 q 0 4.4 2.8 SPARE 20 1 30 - S PROVIDE SWITCHING DU'T'Y RA'Z'ED BREAKER. L PROVIDE A HANDLE LOCK -OFF BREAKER G= PROVIDE A GFI BREAKER. I'= INDICATES C/B CON'T'ROLLED BY TIMECLOCIC 0.00 12.20 LL L_= LITE DEMAND 100% - � 6.0- KVA R = RCPT _ FIRST l OKVA AT 100 % AND REMAINING AT 50 % - 5.8 KVA M = MISC DEMAND 100% 0.4 KVA COMMENTS' ------ - 1' PROVIDE (2)f 2,(1,)# 12GND,3/4"C FOR ALL BRANCII CCTS UNLESS STATED OTHERWISE. 2. PROVIDE HACR RACED ,13REAKERS ON ALL MOTOR LOADS. 3, PROVIDE LOCKING TYPE BREAKER FOR ALL LIFE SAFETY AND NIGHT LIGHTING BRANCH CIRCUITS. H =HEAT DEMAND 100°/n IF H>C, 0% IF HSC 0,0 K_VA K.VAT KVA C = COOL DEMAND 100% IF C>11, 0% IF C<H 0.0 - 'T'O'TAL PANEL DEMAND = 12.2 (GROWTH) X 1.25 15.3 _._ 42.4 KVA AMPS PANE _OA D NOTES 1. ALL PHASES SHALL BE BALANCED TO WITHIN 10%. ATLANTA, GEORGIA 30328 - - - _ - - - - - __ I I ! -_ . . I . . � i I I . I I I . I . . . . I I . I . I . : . I . . . . . . I I . . . . I . . I I . , . � � . . . . I . I I I I " . 1 . I I r I . . . I I ".. I � , . . . .A . . .1 0 ,� � . . ". I . I � I - - . I � . I . - ., I . . . . � . . � . . I 1 1 . I , . 2. , . : . I . I . .1 . � , , I . . . . I . . V . ,�. . ,. � . �� , 1. I . . . . . . . I I I . : I 1 , � I . . : . . . � , . . . . . �:, , �� � I .. � . �� t .. . , I . I � I . . . � . I I . . I I . � T . . . . 1. . . I I � . I . . � . . . . I . I . . . - . I � I , . I I � , I � I . I I, � � . . . I I I I I . � I I . . . % . , . . I I . � � . . . I � I . . . I I . . I I I . . � . ,� ��,,,,,�,_i� �� ,: � . " �'; 1, I ,j `11 � �,��,�,�k�, �,,;-e,�� . ,- � �, I 1. . . . . r �. ,� I'� I � . . I �', . I . . I ". . . t . I �� � " � ya� " �,,Xp ,, i . � �JK4?`,- �,J, . I . " � , , Z i�;4� �, , .1 . � , ", 1 ,,�, � I . . � . . . I . . I I I ,. . � � * I � � . . I . . . I . . . . . . I I I � , . . . � I � , I I � � . � . I I . . I . . . . , , I . � , . . I - � I . I I.. . . I % I I � . I .. . I . . I , , I �%�., ! I . . . . . � I . . I . I I I 'ELECTRICAL SPECIFICA-nONS , . I � ' I I I .1 � .... I .. I . I .1 " I I .. . 1. � .. 1. .... . . . � . . . . '-;-''I;,��!�"..,;",� . I . . . I � I � � . . : � . . . : I . I I I . I . I I � I I . . . I . I .1 1. 1. .. �� � I : I . I . � . .. I . . .1 . � .. . . I . : � � ._�,. � ,�, I 1. I... . 1. I I.. I . . �. .... . I � . . . I . 1. I � . . f t �* �,;�, . . . � . . I . . ,� , , . ..., .� � , . ! ,, ��,��`, �_,�:� ,,� I I ,. . 1� ��ill � . I � � � I 1. 1" :��.� GENERAL REQUIREMENTS : . . . � . . . . .1 I � . . . . �, . I . . . I ''. I � 1: 1- . I . I . I I .. .. .1, I � . I : . I . 1. 1- � . 11 I 1. .. .. 1. I . I � : I . -1 I. 1: � .. � I.. I . . � . . . . . 1. 11 1. . . .1 � I I I . . . I ! . 1 � . 1 . . . . I . . . .1 . I � 11 :.. . . The General Provisions of the Contract including any General and Supplemental Conditions and General Requirements . i ' ' ' ' . I .� . . . � . Conduit 'shall, bo'cle6ned inside before any .wires are pulled.'Conduit ends shall be rcapped and plugged with standard 'Conduit apply to the work In this section. Before submitting a bid, examine all Mechanical, Architectural, and/or Structural, documents, visit the site and get acquainted with all conditions that may in any way whatsoeve� affect the execution of accessories, us soon as.conduit has been permanently Installed. Installed without conductors shall be provided with sweep' .b6nds and baling wire for pulling, Ali joints shall I be made tight with watertight -couplings matching Ir . this contract. Take measurements and be responsible for exact size and locations of all openings required for the . Installation of work. Figured dimensions are reasonably accurate and should govern in,s,etting out work. , Where . . . I . conduit 'and ail: corners shall be make with long radius. The ends of all conduits shall be cut square and reamed and all joints brought to a shoulder. Conduit shall be continuous between outlets to make a complete Installation and to effect detailed method of Installation Is not Indicated or where variations exlls,t be twoen desc ribe d work and approved practice, a continuous. ground. Suitable supports and fastening shall -be provided for conduit. Conduit shalli,be supported by 'Perlorated , I . direction of the Owner's representative on job site shall be followed. �",:'' I - I , . I I ; : , . straps �will not be acceptable. approved straps, fasteners and hangers.* Hangers. shall, be suspended from rods. Fasteners shall be expansion shields In block, or concrete, toggle bolts In hollow walls, machine screws, on metal . The contract includes all items of material and labor required for the complete Installation and full operation of the ,lead surfaces and Wood screws on wood construction. , All conduit .shall be su,ppo,*1rted independently from all' other building , I � . . . . I I electrical work as shown on the drawings and hereinafter specified. All work, materials, and equipment shall have a . systems and shall ,be 66 a struct4dl pompgrients,_ I .1 I . .. I ,. , , pp6r,ted, directly fr.m . . 1; . � . . . I � . . . one year warranty after acceptance of the work by the Owner. Any defective Items shall be remov ed and replaced at I I . I . I . the electrical sub -contractor s expense and to the satisfaction of the Engineer. �, . I . � � I . . . . I .1 .1 ' ' , Provi& ' . el , ee I ve6joir 1, all firewall and smoke, *partitIqn`ponetr6tI6ns (seciled'accordingiy). � All raceways r shall be entirely . . r ' I . I I I I. I . I i . . . I % I I I free of pla ste'r,' mo . rt 6r,, , W a ter and other foreign matter. Raceways' installed under this contract without conductors shall I I I I I . Perform work under, I this contract In close harmony with other contractors so completed Work shall present a neat and have baling wire left In raceways from outlet to outlet for future pulling of conductors. Raceways open ends shall be . , workmanlike Installation. Exposed finished materials and equipment shall be carefully cleaned and wiped to remove plugged ,or capped ln:an ,approved.. manner.7. . - . . . . . I I I I . � . . . I I I . . !� grease, smudges, dust and other spots and left smooth and clean. During the progress rof the work, the electrical sub- . . . . . I .. .11, . I .1 . I I I . I . I : . . � contractor shall carefully clean up after his men and shall leave the premises, and all portions of the,, building In which I . . 10.1 . - METHOD ,OF WIRING - POWER I I I I . . r I I I . � I . 1. I . , . he Is working free .a . f" I debris and In a clean and safe condition. . 1. I I .1. . I : I . I .1 I I I . . : I Branch sub, feeder I circuits .shall be Installed as shown on I the, floor plans. Where outlets are Indicated by letters on I . . � . Tighten electrical connectors and terminals, Including screws and bolts, In accordance with equipment manufacturer's ' published torque tightening values for equipment connectors. Where manufacturer's torquing requirements are hot ' . plans, th:ey.§hall..be controlled by corresponding switches. No wire sIzq'srn!aIIer than, No. 12 ,shall be used for any branch circuit unless otherwise noted on plans for control circuits. Larger sizes shall be used where required and/or Indicated, tighten connectors and terminals to comply with tightening torques specified In applicable UL and NEC Indicated on theplanis. Distances from panel to first outlet of a 15 or 20 ampere branch circuit shall require the 'the Standards. . I I � following minimum wire size to first outlet. I . I I . Whenever the words . "Contractor". "this contractor", etc. appear on drawings or In these specifications for the Electrical . . Up to 100 feet:. #12 . . I., . . I .. .1 . I i Work, It shall refer to the Electrical Sub-Contrqctor, Whenever the word "provide" appears In these documents, It shall 1. � I 00 TO 200 FEET: I #1 0 1 . I � be Interpreted to mean "Furnish & Install". � I � I . . More than r 2b' feet: # 8 . . , 1. . . I I 1. . I I I I I . Outlet mounting heights as Indicated on the plans are approximate to be used for bidding purposes only. The exact mounting height of outlets shall be determined in the field with r , elation to architectural details. and equipment being � All branch circuits more than 200 feet In length shall be minimum No. 10 to the last outlet. Control circuits shall be ' No, 14 except for runs,ekceeding 300 feet where they shall be No. 12, Outlets shall be located approximately as shown served. It shall be the responsibility of this contractor to coordlnqte outlet location with equipment, The Owner's . ' on the plans and shall be wired to provide control of outlets Indicated. All wires of any one circuit shall be run In the representative shall be permitted to relocate any outlet prior to Installation within a 15 foot limit at, no additional charge In contract price. All fasteners, hangers and methods of hanging exposed work In finished areas shall be submitted to same conduit, All wires shall be run continuous from outlet to outlet. Insulation value of joints to be 100% In excess of wire. Mechanical wire splicers shall be Scotchlock Insulated type, T&B Stakon or approved equal. The conductors the Owner's representative for approval before installation, If during construction if becomes apparent that certain I minor changes in layout will effect a neater job or better arrangement, such alterations shall be made as part of the I . terminating at each wired outlet shall be left not, less than 8" long at their outlet fittings to facilitate Installment of ' 11 and HH -T-111, Plastic devices of fixtures. Friction and rubber tape conform to Federal Specifications HH -T- � . , contract. Engineer"i, approval shall be obtained before making such changes. Workmanship* throughout shall conform . I electrical tape shall be Scotch #33+ or.approved equal. ,� I I .. . I . . . to the standards of 'best practice, Marks, dents or flnish scratches will not be permitted on any exposed materials, , � . I fixtures or fittings. Inside of panels & equipment boxes shall be left clean. I .. I I I , I , I . I . I I .1, . T I I 1. . . � ' ' 11.1 .I . METHOD OF, WRING - COMMUNICATIONS , , . I . � I . I . I . . I : . I The system shall ring entirely free from groun I d when tested out In the presence. of .the Owner's 'representative. This , contractor shall be responsible for the proper Instruction of each sptern to the satisfacti6n'.Of the Owner's I I . I . . � I � Ali Wiring/cables of Volce/data systems'and,all other systems shall be Installed In conduit, 3/4" minimum as Indicated I I representative. Upon ��ompletlon of the job, this contractor shall furnish the Owner with a . complete set of operating . . � . I 1 I . � ." � on plans and details.' � I I I I . . I.. I I I instructions on all efectrical systems Installed. I I � �. I . I I. . outlets shall consist 'of,a' fluvh wall mounted 4" square' X 2-1/8" deep box with a single, gang plaster ring, Maximum The Electrical Contrab . tor shall consult the plans of all other trades in !all Instances before .installing his' work so that his ' c I ondult fl.11rjor'n6w Work. shall be 409, Jbased on i. manufacture's published dato of ,cable outside diameter.. Provide, , piping will riot Interfere with Jhose branches. In the event of a conflict, thi's contractor shall report to the Owner"s cable, te rmin6itlons, � jacks,,:,Iabeling, hardware, etc.' as required -for complete working systems. 1 - . I �, !, . . �r .. .. �'� �. �. , - . .. . I . I . .� . . . . representative at on . ce and do no further work 'to be Installed until a satisfactory arrangement, Is � decided upon, ..Any I work done, or equipment placed In position by this contractor, creating a conflict In violation hereof, .shall be readjusted . . i. . � � . . . . Detormlne� -exact locations of communication techhoIo.gy*equIp'mehtj 'equipmefit 'outiets,,*etc. in field. Use'coution not to to the satisfaction of the Owner's representative at the expense of the contractor. The decision. ,of the Owner's . I representative shall be final in regard to changes due to conflicting conditions. . r I exceed the allowed bending radius for respective cables and not -to compromise'the Integrity of the cables during Installation by pulling tie -wraps too tightly, damaging cables, etc.. Raceway/Cabling bending radlishall be minimum as I i I I .� I I . I I . . I : I - directed by cable manufacturer. Use pulling compound or lubricant, where necessary, compound rnust not deteriorate . I I . Contractor shall complete his work or any part thereof ut such time �as May be ,designated '. by the Owner, so that It 'Cori . be used for temporary or permanent use and such use of the system' shall not be construed as an acceptance of same by I .. I. c i onductor,orinsulation,� rNeatly dress all cable:work, Work shall be Installed in a manner which results in mdIntaining a minimum distance'of 24 Inches .from' feeder/bran'Ch circuit raceways .and from any ballasted lighting, fixture, . Owner. I I . . I r . . . I . ' ' I I I Provide color coded Jackets to Identify runs of different sy'btem:s. Neatly route cables parallel and:1 perpendicular to ,� I I I ! 2. SHOP DRAWINGS I c r y Jype whei=ever possible. Verify exact locations 'of telephone bulldlng� or hitectu al lines, Group cables b system . . . I switch, data server(s), heud=end equipment, eqyIpment,.outlets, ,etc. in fleld. . . I The contractor shall submit shop drawings on all Items of material and equipment far approval by the Engineer (i.e. conduit and fittings, :wires and cables, outlets and junction boxes, switches, receptacles, panelboards, etc). The, I I . .. . I � 11 I . I � Review all termination and labeling requirements with ,Owner In advance, All cable shall be provided with permanent contractor Is not authorized to purchase any material until such approval Is obtained, A minimum. of six separate sets . of drawings Is required and will be distributed as follows; 1 copy Engineer's file; 1 copy for Architect's file; 2 adhesive labeling Identification by this contractor. , Provide transparent adhesive coverings over each label, wrapped Proundthe labels at least two times. The long axis of ihe.labels' shall Installed.be parallel to the long axis of the * .for copies for the Owner's file; 2 copies for the contractor. Shop drawings shall be neatly bound In a flat ring binder I , r6SPeCtIvb cable assernialleii, Labels shall be ,approximately 1--wl/�" long by 3/8 high. I I . , : . having job name and.contiractor's name on cover.?A single submission is preferred having all items Included. Loose. . ' Conduit I I .1 I . ! sheet or Incomplete::i§ubmittals will not be accepted. All Items of material to be supplied which' do not require shop drawing submission such as conduit, wire, boxes, etc., shall be listed as separate material showing manufacturer's, name . .1 I I 12_ -, OUTLET, JUNCTION AND SWITCHBOXES I I . I 1, I � . � � . I . I and catalog number 'and type and shall be included with shop drawings submittal, ' � . , , . I I . I I I .. Gang..type outlet boxes shall not be used, The outlet,box locutions Indicated on drawings shall be considered I * ap I proximate, and therefore, It shall be Incumbent upon this contractor to study the general construction with relation to I . I � � 3. AWINGS AND OPERATING INSTRUCTIONS & SERVICE MANUAL � I � . . I r �. . . . I 1, . 1. I . . I � spaces and .equipment surrounding each outlet. All ,outlet, switch and.junction bakes shall be made of code galvanized steel complete.wlth rings' and screw cover plates and located Where shown and noted on drawings. . Where conduit is ' � . , Two sets of mechohi6al/electrical drawings shall be provided as record drawings which shall � be � separate, clean, sepia concealed, boxes shall not be.less,than 4" square x 1-1/2"..deep. All boxes shall be equipped with proper covers to . � . I . . . reproducibles reserved for . the purpose of showing a complete picture of the work as actually installed. These drawings I bHng' flush with finished wall. surface. . . . I � . I. . . . I . 1. 1. � I I shall also serve as work progress' report sheets and the :electrical sub -contractor shall make any notations, neat and . legible thereon daily :as work proceeds. The drawings shall be_avallable for Inspection cit'all tim t at � . . . I . I r � I I I . . Where outlet boxes occur :in block, cindee, or concrete block, facing tile or other material where such materials form the � . 'be the job at a location designated by the Owner's . representative. At the completion of 'the work, these re6ord drawings shall' be signed by the electrical sub -contractor, dated and returned to the Owner's representative. rinal'payment of . finished wall surface, .th e opening :for the box shall cut neatly and of the size t hot. the cover plate will cover all parts of the, opening. In general, junction boxes shall be furnished r and required .by,the National Electric Code, of the proper I . . 'be contract will not be. made until. receipt and review of said drawings. Provide two neatly bound. (with tabbed section?) copies of maintenance and Instruction books, parts list pertaining to all equipment furnished.: . Submit -to the Owners . I sizes, and shall constructed of #12 gauge. steel .with removable front fastened on with counter �unk head -screws or other' approved "means. ?For special'' application. junction boxes shall. be noted, detailed and/or sized on the' drawings . . I. representative for approval, Final payment will not be made until drawings',for record;: maintenance :'and '.Instruction . . I . .... . . . I .. or irirthe. field, as ,required. . . . . . �'. ... � . I I � I � � . . � manuals are delivered to the Own r er's representatfve� . 1. : t .1 � I . . :� . � � I . .. 1 . . I 1. 11 . � , . I I . . I . . .1 .,..I r . I . 1. .. � . I - I I 11 . I I . j3, , : HEIGHT OF.BOXES'��. I . 1 _. . �: � I . . : , . .. . . I .. � . I .. . I . .1 I : . � 1. . I : . � . . � . : I I 4, PERMITS AND,REGULATIONS I I I I . 1, . I I I . I I : � . 1. I . I . � I � . . ,r , I I . I . .1 � . , . . . . 1wrier's representative relative to Prior to rough -In; verify all box/device mounting heights and locations in field, With C I , . The latest edition of::the National Electric Code shall be the nAnImum! requirement for all Work. A11'electrical materials . . used In this work and all workmanship and tests performed therein unless specifically specifled.shall conform to the , e�uipment being serVe&':and relative to .existing conditions �where. applicable. In general, where not. located at counter . areas, the height of boxes from finished floor to center of boxes shall be as follows, unless otherwise noted on plans: _ . �. � I . latest rules and regul I ations and specifications of the National Boar� of'Fire Underwriters, local and state codes and I . . I . I . I I ; I ... 11 . I . 4V authorities having JuAsclIction and utility .company. Examine the .drawings and specifications. for compliance with . , prevailing codes, regulations and ordinances and base bid and . work accordingly. Any minor discrepancy between . Switches , I _ . I , . 1 . I I ., e � I Receptacles . � . .1 . . . 1,6" . � . . .1 . 11 I . I . :1 � I these drawings/spoclficatlons and codes, laws, ordinances, 'rules and regulations shall be corrected by this contractor as . I required without any additional reimbursement. Major discrepancies shall immediately " brought to the attention of I � � . ". I 11 . : Telephone Outlets desk' -phone) .. 116. - I . I I . :Te . lePhone Outlets �Wall,phone) .. 4'0' I .1 � I I I I . . � 1. I I . .. �. . : I ' ' the engineer (in writing), prior to installation, along with the contractor's proposed cost for correction. This contractor shall obtain and pay, for all permits or certificates of Inspection and approval required for this branch of the work. I . I Data Cable Outlets , I . . . I . 1#6" . . . . I I Devices at "special heights , � As directed In field. Owner shall be furnis ed with certificates of final inspection and approval prior to final acceptance of this branch of the :. .1 . 'AND . .-h I . 11 . . I .. work. . I I .1. I .� . . I 14. WIRE CABLE . � � I I . 1. I � . I . I . . .1 . . : . . 1. . I . .1 .� . " . I 5. DRAWINGS AND SPECIFICATIONS I � . � Furnish and instal I I all necessary cable of the size and type Indicated.on the drawings or specified hereinafter. All wire I I . shall be copper. All wiring shall be new. No wire smaller than #12 AWG shall ,be I.nstalled unless specifically The specifications and accompanying drawings are intended to describe the scope of all electric/Mechanical work. The designated, Use of #14 color coded wire will,be d6wied'for control circuits' only. All Wiring shall be in conduit unless drawings are an outline to Indicate the approximate location and arrangement of raceways, wiring and �.equipment. - The specifically Indicated: otherwise herein. All conductors � shall ,be 6opper. Provide stranded conductors, for all sizes , . 1 I I . I � . I I i 11 . drawings shall be followed as closely as possible In executing of the work , Should there be a conflict between I . I . . Unless Indicated otheirWise. . . I . 1 . I 1 1. .'' I ... :, I I . '. . .i .1 . . . . I : drawings and specifications, this contractor shall refer the matter to the Owner's representative for d decision as to I method or materlal,�� 'Electrical Contractor shall refer to drawings of all other trades for details, dimensions and ' . . . I . . Provide THH I N/THWN in I 6ulation for 611 conductors site 500 MCM (kcmil)* and larger, �and I no. 8 AWO and smaller. I locations of other work and route, his work so as not to conflict with other branch., ' This contractor shall be ns where Installed. Provide For all other sizes provide THW or THHN/THWN Insulation *us appropriate for the locatio : . . . I ,any responsible for checking.quantitles of equipment mentioned In the sp ecificution s .with'' th use � shown on the drawings. If I I r color coded'Insulati.on/jacket for. phase Identification. All Wires shall �be rated at 6.00 volts. - I . r . . I .. .. . I I I I ,� I . I . I oted, provide the greater of the quantities or the better of the qudilties as applicable. . I discrepancies are n . . .1 I . . i I I I : I �, . r I 11 . � . �. I 1. � I I Keep conductor splices to minimum, Pull conductors .simu I taneously 'where more than one Is being installed In some . . . . ,.. 6. MATERIALS AND EQUIPMENT I � I i . I I . � .. raceway... Use UL -listed pulling compound or lubricant, where necessary, Install splice and tap connectors which . possess equivalent or better mechanical strength and Insulation rating than conductors being spliced. Use splice and tap . . I the Underwriter I s 11� All materials, apparatus and equipment shall bear All materials and equipment shalj,� be new. r ,.. connectors which are compatible with conductor material. Increase wire sizes per NEC to offset voltage drop cis/if . .. . I . ,, . � I . I . . . I . . . Laboratories Inc., label where regularly supplied. Certain manufacturers of material and equipment'are''sp'ecified arid _ , I required. .1 : I . I . I . . plans are detailed according to this material. This contractor shall base his bid on furnishing and Installing thiEi make of material and equipm ent. 'Where more than one make of materiul or equipment Is specified, the contractor shall state In . I I � I . 15. WIRING DEVICES. . . . I . . . I . I . ... . I .� .. .. : . . I . I I I I I I I his bid which make he proposes to furnish. I . � I .L 11 . . r . I . I . . . � .. . . . .r . � . , . . '' . . I 11 I ,� .1 . I ... . I � . 1. 11 I . . . . . DEVICE COLORS,' � . '' ' I � . . I 1 I . � I , .. . . r . . I . 1 2 1 . I ENTIFICATION I . 7. ELECTRICAL ID . . � . 1. . .. I . L I . ,. . I . �. I . � I ,'' L I . I..,. .. I � .. 1. . . � .1 . ']. : . . I ' r ' . . I . : Unless indicated otherwise within, contract documents or, directed otherwise in field, all normal devices shall be Ivory In I 11 I 11 . L - . . . . Provi de manufacturer's standard vinyl tape not less than 3 mile thick by 1 ... �1/2' wide. . Where applicable,, ". I .� . I .1. . I . '' �.�� color� i �_ I . I .. I � !.�'�, .. I � :, I I . . .: I . . . . . ; . .. . . I ' I. .self-adhesive Install on all concealed raceways at connection to all junction boxes, pull boxes, equipment,' wall/fl6or/,� 6tc. Unless .1 - 1. 'r; Ir . . .. � . I I I I . . I . . . . I . . . otherwise Indicated or required by governing regulations, provid6 orange tape With black letters. , I . . . I . . SPECIFICATION GRADE RECEPTACLES: I . . 1L. . . . . . . . . � I � I I r. 11 � � . . .. . . . . I Provide circuit identification bands for all cables and conductors.. Provide manufacturer's standard color coding'for ' . " . . . . .. . Duplex receptacles shall b6'equal to Leviton #5362 series .(NEMA 5�2013). . .1 11 . � . . � . . . I . . .1 I .. cable/conductor jacket and/or insulation for all cables and conductors of all systems. '.Match, Identificatlon with ' marking system used'In exlsting.systerns (where applicable), shop drawings, contract documents, and similar . . I I . . I . � I . . . . #6898 series (NEMA 5-20R). Ground fault circuit Interrupter duplex receptacles, shall be equal to Leviton . : . . L I . , , . ., . I 11, � 1, . : . � previously established. Identification for project's electrical 'work, Provide on all conductors of all systems. � I I � I . r � . .. I . I �: 1: .. U I . . . . Duplex Isolated L ground'r6ceptucles shall be . equal to. Leviton i #5362-10, . ' I I Install engraved plastic- laminate sign on major units of electrical 'equip me n t, Inclu ding central or muster unit of each electrical system Incl . uding cdmm'unication/control/slgnal systems, unless unit Is specified :with Its own self- explanatory .11 . . I .1 . I.: I I .1 � . � ,. � . : 1* . � �� I I Special purpose receptacles shall be of the size, type.and manufacturer as Indicated on the plans or as determined In I I . � . . � Identification or signal system. Except as otherwise Indicated, provide sirigle line bUtext, 1/2" high lettering, on 1-1/2" field. . , . I ,� I. . . . . . . .. I . I I I . . . I , . : . - . . I high sign (2" high where 2 lines are required), white lettering in black field. Unless determined otherwise in field,: � ''. 1. I .. .. .,. � I I �, I . . I . .. . . . I : I � I .. . � I I � . . . provide text matching terminology and numbering of the contract documents and shop drawings. Secure to substrate I 'a � I ! I ,. : , . I I I SWITCHES: 1, .. . 1. � I I I.. ..: I . I . . I with fusteners, except use adhesive where fasteners should not or cannot penetrate substrate. As minimum provide signs for each -unit, of the following categories of electricalr work where such work exists on tho project'.all starter , s and , I . � . � I I I ,. .1 : . . I I Slrigle:pole switches shall be equal to Leviton #1221-2 series. . 1. . . disconnects; All remote fixture or equipment switching devices (via engraved Wallplateb); �All System devices, ports, I I . I .� . . 1. % I . . I . I . . 1. tape, J.B.'s, P.B.s, etc.; Panelboards, electrical cabinets; Any other,equipm6nt designated by Owner' o'r''eng'ineer 1n field. I I . I . WALL PLATES: , . 1, .. I � I .1 . . � I . . i . I . I I . . I . . r . .. . . . I � . I " All equipment & system identification nomenclature shown on drawings or listed herein Is shown for general design and Installation reference only. The actual nameplate, etc, nomenclature for this projec by electi-Ical 1. ,. Provide , wall, plates with engraved legends where Indicated on drawings and/or where required per ELECTRICAL IDENTIFICATION !Section, All �device wallplates shall be standard size; �'midway", "oversized" (*Jumbo") or "extra ' contractor in field pi�lor to fabrication and where applicable, shall be an extension of existir,ig nomenclature. used on the . . I . I . . � � I ... I I deep" r wdlIplates shall hot be acceptable. Construct with * metal screws for securing plates to devices; screw he ads* to match finish, of plates, Wallplates In areas shall be commercial specification grade, satin finish site cis determined InL field by electrical contractor. .. � . . . , ��, � . . I I I I I . . . I : . . r . 'colored .finished stainless steel, wltWbeveled. edges, equal to Leviton Type 430 series. Wallplates in unfinished areas shall be I I . .: . . In addition to the above, all labeling for all electrical wiring 'work (for all systems) ih6ll be '3M DCI No� 054007-11954 ' . . I galvanized steel.', " I � �� . r- I I : . . � I . . 1 . I "SWD" Write -on Tape Dispenser Kit with factory provided special, fast, drying marker Included with kit. All markings'. . %: � , : I . .. I . L . I 1. I �. I � 11 .1 I .1 . .. 1. . .1 . I I . shall be clear and legible., I . I . .. I � I 1. I .. ; I I I I , .; I % I . �_ , . ,. I I � .1 � I . - .. � I . : I � I � t - 1. . 11 I . . . 1. . . � 16. SUPPORT', INSERTS,. CUTTING AND PATCHING I � . li . � As determined In field, provide color -coding for junction boxes, pull boxes . and associated plates Ao match existing 1. ,, I I . q,ar id .for feeder building standards. The following Insulation color code . shall be used for system and voltage Identifi 't � n, . � . I , I . ... . . . .. 1 . . r I � _ , .. , � I � , - % . � . .11 . . . . .. . I I This -contractor 'shall - do all cutting and patching required for. the 'admission Pf, his work; '.Any darhage done by this I contractor to the building -during the progress of hie work shall be made good at his own expense. All patching shall be I : . . L I r . I I and branch circuit wiring. .. � . . � I I 1. done by a cr.aftsman In, that respective trade. . It shall ,be the ,responsibility of this contractor to.supervise the ; ' 4BOY/277V System .. '_ Brown, Orange, Yellow & Gray (neut.) 208Y/120V System - Black, Red, Blue & White . (neut.) ,skilled installation ofj dnd,,pdy. for all additional rnembers, wood or metal 'and labor whlch may be required to support any type or temporary. electrical apparatus' employed In the execution. of this or's work. I of permanent ' Equipment Grounding '- Green Equipment Grounding - Green . Systems - To matc "existing - verify In field. Systems - To match existing - verify in field. . h, . . . . I I ., .. � . � . . .contract . .1 ; L I ., ., . �:� , , I . . I.. � . . . . I . .. , I .. 11 I . �,� ,. . . I I . , .. . I � SEAL ALL NEW FLOOR, CEILING, WALL, SLAB,,,ETC. PENETRATIONS TO -.MATCH OR EXCEED � , I . � . . . . . I r . . �L . EXISTINO/NEW ASSEMBLY, FIRE RATINGS; 1 PROVIDE SLEEVE -SEALS FOR., ALL SLEEVES;, PROVIDE �: , I . I I . ;�:,: I I . � I �. � I , I . . .1 ,. 8. GROUNDING ,?,� I , .. I �, I I I.; SLEEVES�FOR ALL PENETRATIONS. VERIFY REQUIREMENTS IN FIELD. ALL PENETRATIONS OF FIRE- � ' ;, .1 . 'I , I IL �:,� . : , All metallic conduit '. 'surfoce w(re,ways, supports, cabinet and equipment shall be groOnded,-In accordance: with the Jotest D WALLS, FLOORS, CEILINGS, ETC. SHALL BE SEALED IMMEDIATELY AFTER RACEWAYS:ARE -INSTALLED. ALL NEW ELECTRICALLY RELATED WORK SHALL BE SUPPORTED . . Issue of the National Electrical Code and shown on plans, The ground terminals of receptacles shall, be connected to 1. . the equipment ground bus of the � source branch circuit panelboard. All groundir.ig conductors shall be protected, "from . DIRECTLY FROM BUILDING .STRUCTURAL MEMBERS. � NEW ELECTRICALLY RELATED WORK SHALL I . I . NOT BE SUPPORTED FROM DUCTWORK, DUCTWORK �HANGERS, CEILING SUPPORTS, EXISTING ment or conduit shall be make with an approved c6nducto r and same shall mechanical Injury. All connections to equip . be bolted or clamped 'to equipment and condult.7AII contact surfaces shall be thorc;ughly cledned'ohd bright before' '' . I I CONDUIT SUPPORTS, VC. ALL CONDUITS (AND�CABLE ASSEMBLIES, WHERE APPLICABLE) SHALL . BE ROUTED PARALLEL TO �BUILDING STRUCTURAL MEMBERS, � ANY AND ALL NONCOMPLYING � connections to Insure a good metal contact. . . 2 . . . .: r I . I . . . WORK INSTALLED BY THE ELECTRICAL C REMOVED AND REINSTALLED TO : � � � I I . . L THE SATISFACTION'OF THE OWNER'S REPRESENTATIVE AND THE ENGINEER, AT THE EXPENSE OF - . I I . I 9. CONDUIT AND -FITTINGS I . . , . THE ELECTRICAL CONTRACTOR, . . . . . . . . I � I .. L . . � � I I , . �; t I I � ' All wiring for different power voltages shall be Installed In raceway systems separate from each other (i.e. 24V separate � I . � I I L I . . I . 1. ,� I � I . �, ,� I . �: . L I . : . I I � ' . . I . . I � . � . , I . �. I . . I I 17.. LIGHTING FIXTURES. . .. I I ... 1. 1. . . I .. . .�� . . . from 120/208V). - . . . I � . .. :� . . ,. .. . . I � . : � I I L � I I . . �� I . . � � , .1 . . . . I . . I I � I . 11 . . I . I I . I I I Only voice and datu..,cables mqy�shure raceways, . 11 I . I . : . I � I I ,. .. � �1. I.. .1 ' All surface mounted ballasted' fixtures shall be mounte&WIth air 'spaces between fixture and surface' per latest edition of NrPA NEC 'All recessed fixtures shall be equipped with necessary plaster frames and surface trim. All recessed . , I . I I . I . ' All wiring run In fini I s I hed spaces shall be run In wiremold steel raceway. . L . .1 I . . - flu_re c'ni fixtures shall ,be equipped and .suitably constructed to operate with ' "P".rated ballasts.1 All Jun ' ction boxes and � . I I serviceable components (ballasts, thermal protection devices, .fuses, etc.) for recessed' fixtures shall be readily . ii . I ' I I . steel EMT (3/4" minimum); all fittings for �samer shall be set screw All conduit Installed shall be . I accessible I for service or ,' placement from.below, the ceiling,, with'ut removing any ceiling components (6ther than re . . 9 , . I *. ,Indoors lyalvanized . I type steel, with insulated throats. A wiring of all systems shall be' installed In conduit unless Specifically Indicated I � . tiles). . I .. � . . :.. . . ! 1. . L . . I . I otherwise herein or I on drawings. . . I . . . I I , � , , . . . . . � � All . lightin . g : I fixture s utilized for*ernergen6y e . gr . ess'lighting. shall . be:con � nected ahead of switching. :i All ballasts I of the I . . . I Conduit runs exceeding 100 feet In length or having in excess of three 90 degree turns shall be provided with pull me . hall be of the' same.manu fa6turer a n . d.c'dtalog nu mber, All loriips.of the same type�,shall*be of the same I I I � t .. I . I I I boxes, Conduit fill shall not exceed 30 percent4 All conduit systems. (includIn J9 I p 13,'s. etc,). shall be permanently I s' ' �4"'diameter., . � . rnarlufactu�6r:and.catalog number. . . � � . I . . .. I. . I . . . . . I I . . .1 I . L � ' . I Identified. New branch circuit home -run conduits shall be no larger than 1 _ �,. Conduit: flII shall not exceed I � I ,� . .1 1. . Provide low energy so state rapid start electronic fluorescent lamp ballasts (less than or equallto 20% THD) ild 1, . I I ., . I r 1: .. . NEC requirements, . . I . I � I . ". 11 . :''. I . I I . . . , .. I I . � .� . ''I I . � . I . . L � � . . I I . . I �� . I I �' 1. I I I I 1. .. � . . I . I I . 11 � . . I .. 1. , I I I v I � . . . � .11 � ': . I .. I .. 1, . I . ,. , I ,. 1� . I . :, 1. I . I .. 11 I L � .1 I 'L I I I .. .- . I I . . I . . .. 1. I ,, . . I I . . I I . .1 . 1. . . .1 I � . : I I . I . . . I ., . . . , 1. I . I � . spec . ifically designed :for operating lamp types Indicated. Fluorescent ballasts shall be Motorola or Advance equal. . �.. � ., � . . : . I . . . . . I . I . . I . . . . L . I I .1 ,, 11 1 . .. . 1. I I I . I � .1 11 1. I I 11 � , I . I I 1. . I . I . I . I � � I . � , , i I I . . . . . � .. : . I . . � . I � I I i ,::,,� I I I . :: I '. I .� r I . . . � . �, I . . . . I i . 11 u' . � . I . - � . I I I , , . 1, . I . I I . . i I I � , . :'. � : I . I I . . , I I 11 . o �.. . I O.". i 1, I . . . I .. L 11 1. i . I .. I i �, , I . : . . . I . . I I I . I � . . . . . I . . � I . . . .� . I I �. . L .1 . � . I .1 . . . 'r . ! 1 . . - . � . � I I . . . I I I . I I I I I I I � . . I Incandescent lamps shall be Sylvania or Philips, long life type (3000 hours), All. Incandescent lamps shall be Inside frosted unless specifically directed otherwise. Provide socket ,adapters/extenders If required for accommodating the I � I I specified lamp. . I . I 1. � Fluorescent lamp color temperature shall be 3500K (VERIFY). I . � Compact fluorescent twin tube/dual twin tube lamps shall be Osrarn or Philips, 82 CRI, minimum 10,000 hours rated. . Long fluorescent twin tube lamps shall be Ourarn or Philips, 82 CRI, 3150 initial lumens, minimum 20,000 hours rated. I � F32T8 fluorescent lamps shall be rapid start, energy saving type, minimum 80 CRI, minimum 3200 initial lumens and Minimum 20,000 hours rated. Lamps shallrbe Sylvania, Osrarn or Philips, equal to Sylvania #rO32/RS. I . I Provide fixtures and/or fixture outlet boxes with hangers to properly support fixture weight. All lighting fixtures Installed In or on Suspended celling systems shall be.anchored directly to the building structural system above ,,,rich ored per NEC). Such anchorIng shall be independent of the ce I IlIng support system. All fixtures shall be Installed plumb and level. , Support surface mounted fixtures, greater than 2 feet. in length at d point In addition to the outlet box ' . . I fixture stud. . 18. MECHANICAL EQUIPMENT Provide all conduit and outlet boxes as required for all control wiring and thermostats. Furnish ,and Install power wiring and ' make line connections to all heating, ventilating and air conditioning equipment. Electrical Contractor shall examine the approved drawings of all branches and shall wire and connect all motors, disconnects, control devices and other ltems.requiring electricity for operation, This contractor shall make the necessary electrical connections between the specified equipment and the junction box neur equipment with flexible, metallic conduit and matched ,connectors. No flexible conduit shall be exposed In finished rooms, Each motor shall have disconnect switch or manual starter Installed per mechanical/elec-trical schedule ahead of motor or motor magnetic starter. The Electrical Contractor shall provide control and Interlock wiring as specifically Indicated on the drawings. All other control wiring required for operation of the systems shall be provided by the Heating Contractor. 19, , CRITERIA I � No Fire Alarm System Is required In this building. 20. ELECTRICAL, DISTRIBUTION EQUIPMENT . I . � I I � � I . . . SAFETY � SWITCHES, STARTERS, CONTACTORS & 11ME CLOCKS: � All safety switches shall be safety type, quick make and quick break, externally operated, heavy duty (type HD) as manufactured by Square D, Provide NEMA 1 or NEMA 3R enclosures as required, Size for load unless Indicated larger on drawings. I I I . I Starters shall be Allen Bradley. Starters, in general, shall be equal to that Indicated below unless otherwise Indicated on � I . . � the plans: � � . . � I . I Phase Manual Starter In Finished Areas I Allen Bradley Bul. 600TKX109 flush mounted, . 2 pole toggle switch type with neon pilot; (for starters. surface mounted to equipment, provide same except Bul, 600 TAX109 NEMA 1. � 1 3 Phase Combination Magnetic Starters With Disconnect � Size 1 minimum, equal to Allen Bradley Bul. 512, NEMA I en . closure. . All magnetic starters shall be equipped with external pilot lights (color as directed), external reset button, I external non- fused disconnect switch and external HOA selector switches In cover and with auxiliary contacts and with fused control transformers. All starters shall be sized according to load being served, Manual and magnetic ,starters thermal overload elements shall be rated between 115% and 125% full load current or as called for under NEC. Coordinate overload I requirements with respective equipment manufacturer prior to Installation. . I GENERAL PURPOSE 11ME CLOCKS . . � . � General Purpose Time Clocks shall be equal to Paragon #7210 series (or equal by Tork, Intermatic), rated 40A tungsten/40A non -inductive per pole up to 277V, Time clocks shall be photocell Initiated (where applicable), 7 -day, 24 hour with. manual override lever. Provide independent 4 -pole design to permit SPST, DPST or SPDT switching. Provide all required external contactors, relays, etc, to render the control ' system, fully operational, Provide spring woUnd power carryover (minimum 16 -hour carryover with maximum 2 -hour rewind). Provide a minimum of 14 sets of on/off trippers and Install at time Increments as directed by Owner based on occupancy patterns. I . . . . � I I t' . . . 1. I .. . , All ,contactors s.hall ,be 'equipped with external. green pilot lights In, cover and external HI,O.A. .selector switches In cover. Lighting contactors shall be wired so that the "AUTO" position Is the normal activated condition (i.e. photocell controlled, photocell/time- clock controlled, remote switch controllecl,�BAS controlled, etc.); the "OFF" position shall be a manual I override to turn lighting off; the "HAND" position shall be a trianual override to turn lighting on. All contactors shall be I . I equipped with field ,convertible N.O./N.C. contacts, and, descriptive nameplates. . I � . � I . I . r i I I . I . r . Lighting contactors shall be equal to Square D Class 8903 (or Allen-Bradley Bul, 50OL-BA*94 series) for,tungsten & tiallast lighting and reelstance:heating -loads. Lighting contactors shall.b6 el ' ectrically'held In factory NEMA 1 enclosure, with 120V .coil and characteristics as'indicuted on drawings or as required. "DrV* contacts sholl be rated at 30A, 250V or 600V as required, Provide number of poles (minimum of four poles) and number of contactors as required for each application. Verify all ,coil voltage ratings In field. I Magnetic (mechanically latched) contactors shall be equal to. Square D Class t 8502 (or Allen-Bradley BuL 500-BA*930 � I . I . series), for heating, cc.ipacltor, transformer, motor, . etc. loads. . Mugnetic contaciors shall be provi - ded with, factory NEMA 1 � enclosures, with. 1 2OV'colls, with holding circuit contacts and with characteristics up ,Indicated on.,drawings or as. required. ' . Magnetic contactors, shall be NEMA Size I minimum and,shall be rated,25OV or 600V as required, . Provide'.three pole . . I . � . I units and number,of contocto�s as required for each application. Verify all. coil: yolta.ge and, NEMA Size ratings In .field . � I and,� under ,bos.e,bid,�.Provicle units sized as required for each application. , .. ... I . � p � � .1 . . . I . .1 . 1. . I I . .. I 1, I I . .. 1. I I . . . I . . . . I . , . I � . , ; . i, . . I . . . � PANELBOARDS. . � . �. � . Distribution panels shall be Square D I -Line. . I I 48OV277 volt hi . gh voltage panels ,shall be Squarel) NF. . . . I � . , 1� . I 208Y/120 volt low voltage panels shall be Square D NQOD with bolt -on type branch breakers, I I r All busses shall i be copper, All,branch circuit breakers shall be full size and rated for switching duty (SWD), All multi- . pole branch breakers shall have Internal common trip with single handle (handle -ties shall not be acceptable). Provide 20 (+/-) rion�padlo ' ck type breaker lock -on devices and Ihstall on branch breakers as directed In field (night lights, computers, security, etc.). Provide detailed typewritten schedules for all panelboards, Circuit breakers shall be furnished as scheduled on the drawings or as otherwise required based on field determinations. . I 11 . . I I . �. . I I . . . All branch circuit breaker numbering shall be vertical, verify In field. I I . I I . .1 TRANSFORMERS: I . . � � . � . � . I � I � . . I : � . . I I . Po . wer Distribution Transformers shall The Square D Dry Type. Provide copper windings. Provide 4" high concrete r housekeeping pad (with charnfered edges) for all floor mounted transformers. Install Un Its on vibration mounts; comply with manufacturer's indicated installation method, I I � . . .. .. I I . . . . . I .1 .1 .1 .. � . . 21, TELEPHONE AND P.O.S. SYSTEM , . . I � 1. Provide complete empty raceway system as Indicated on the plans, 9 Provi,ie a - turn of conduits wiring and outlet boxes with 3/8" diameter bushed cover plates as Indicated ------- 11 I � FLUORESCENT 2' X 2' LUMIN IRE � I . I I . a a 2s TRACK LIGHTING IN LENGTH SHOWN & WITH NUMBER OF LUMINAIRES (HEADS) AS INDICATED PROVIDE ALL REQ'D. FACT, ACCESSORIES (T's, L's, X*s, ENDS, PWR.FEEDS, FITTINGS, ETC. , . I FLUORESCENT 1' X� 4' LUMINAIRE I I . -_ I I a r I INCANDESCENT RECE � SSED DOWNLiGHT I . I ____._ ------ ���.---.�--.--.-,�--��-.--.�-,--..-,-,-�.�--"-.,..-.----�--.. � .10 (9 . I SINGLE SIDED EXIT SION - CONNECT AHEAD OF SWITCHING . I I � U L . EMERGENCY BATTERY PACK (W/, NUMBER OF HEADS INDICATED) - CONNECT AHEAD or SWITCHING � I . . . . I I L L . . A,B,C L - LUMI . NAIRE/Ll . GHTING FIXTURE I TYPES I I L � . I . I I I I I � . I � . I UC*ffM CONTROL/SWITCHNG . . I . Arch.ttlecture - Interior Design ra Planning . I I . . I �' a,b,c . - I . I SWITCHING DESIGNATION. . I I I � NL nl . . UNSWITCHED NIGHT -LIGHT FIXTURE . . L . . I L $ . � I . I . . L SINGLE POLE SWITCH . I I � . I I . - . . 3$ � L I 3 -WAY 'L SWITCH - � ' . L � , , , . I _ I L. � 19 - . . . I TIME CLOCK ,r r , � . I " TC - INDICATES TIM .. I 1. I . I . _.___ . I I I. . . I L . � K0HR8 LONNEMANN HEIL � I , . � � . . I J .. ...EP . ELLANEOUS OUTLETS ) r, I I I I I 01 ----------- ___ L .1 0 _____ __ - - --- - ----- � DOOLEX RECtPTACLEL L L L I . I . L .. L . . # I L. . , DUPLEX RECEPTACLE - AT COUNTER HEIGHT OR SPECIAL HEIGHT PER ARCHITECT IN FIELD I . I I � . I . L . I 1 . 0 I .. I L CEPTACLE (-QUAD") .. I . I . . . . I I . _____ 0 I DOU13LE DUPLEX RECEPTACLE ("QUAD") . I . . . . I � .� (9) . . . . . . MOUNTED AT COUNTER HEIGHT OR SPECIAL HEIGHT PER ARCHITECT IN FIELD I @ . I I - SPECIAL PURPOSE OUTLET . I . I . I DETERMINE EXACT NEMALCONFIGURATION IN FIELD WHERE APPLICABLE FOR RECEPTACLES . (9 . FLUSH CEILING DUPLEX RECEPTACLE . . . . . . I @ . L FLOOR OUTLET __ - - . .1 . I . I . I - I I , . I , , - , . . I � . . I . I , MISCELLANEOUS I �. � . .. 17 1. I..''.9:. . I -1 I � I � . . .1 '' . � . I I 1. I , . . I I � . . 1 �4 _ . _ I I .. TUIT . THERMOSTAT (LOW VOLTAGE) - FURNISHED, INSTALLED AND WIRED BY H.C. . STUB -UP 5,Y E.C. I ----------- - - I .... _____.,_,_.__ ......... ..... . . .. � 19 . . .._-111-_-_______ INDICATES A DIRECT CONNECTION '10 EQUIPMEN't" . . . . I . I . . I I I I I I . , . 13 . HEAVY DUTY DISCONNECT' SWITCH (NON-rUSED) � .� I . I . �. . __ � . . 13 I I H EAvy DUTY DISCONNECT, SWITCH (FUSED) ,�IL � I I I . . . . .. -_ - I . . . . I � .� (9) . . . . . . . I � - . . MOTOR I . . 1. . . . . .. . . . I I I "" _ �!::::��_,!!!!!=12 ..... :Jlllw_:�::�:::::::::: I D FC AS INDICATED ON PLANS 11 . I . . . I . I . I PLYWOOD EQUIPMENT BOARD BY E.C. (SEE DIVISION 1 5 SPECIFICATIONS) . .. . I . . I Mm e-% I - 1 9 , 0 H I CIRCUIT BREAKER.(NEMA-1 ENCLOSURE UNLESS INDICATED OTHERWISE) I I L 11 I � I . � : . L I . I . I I . I = . 7 . INDICATES GROUNDING, BY E.C. PER N,E,C. ARTICLE 250 MINIMUM . I . . I I - - . N __ . - TER -_ ELECTRIC UTILITY COMI�IANY ME � . .. I I � . . I . . . . .1 . .. 1, I . ' . .� . . . . I .., � -1- . 1. ,RACEWAY/WIRE/CABLE . � � . .1 ,,_-----(1,3) . RCUIT NUMBER(S) , . � I � I � I . I I . . . � � CABL.ING/RACE.`WAY - CEILING OR WALL - SEE SPECS. FOR APPL. CONDUIT/RACEWAY REWTS, , (FULLY CONCEALED IN FINISHED AREAS, CONCEALED TO OVERHEAD STRUCTURE IN UNFIN, AREAS) _ . - - - - - - - . . .. - BELOW FLOOR/GRADE - SEE SPECS. FOR APPL. CONDUIT/RACEWAY REQ'TS. . I . --- @ JC , E ACCESSIBLE CEILING OR AT STRUCTURE IN AREAS WITH NO CEILING . . . I I � . . � . I 1. � . M * . . JUNCTION BOX - -:WALL (FLUSH IN FINISHED AREAS) . 1, � � . I . 11 � . . . - . . .. I I . I 1- .. .1. % � � , . . . . . . � �,., ,. i � I . , I ; I � � I I . I I � I � . I I � I , � . � I . . I . . � I � I � . � � . I I . . I I � � . I I I P I I . I � ,� � I I I . I I . I I 1. � . . i 1� , . I. I I . . � I I 1 I . . . . - - - I I . This document Is 0 Phillips Partnership. PC and Is considered . an Instrument of Service and,le solely,for use with respect to , . the Lroject as indicated below. All rights reserved, This - I , clocu �4 1 ma- not be re-roduced without the r-rior written . . . � I . � � . . I. I I I . . � I r consent of Phillips Partnersh,11), PC. I . I . � . � . 1. I DATA/VOICE Ppr)ii7rT � --- � i . . �� . . TELEPHONE OUTLET . . � . I V , I I � � I . I I � IV W � I . TELEPHONE, OUTLET _"! WALL PHONE , � . . (PROVIDE ONE CABLE'DROP) . . V COMBINATION TELEPHONE/DATA OUTLET I . I , I . . . . 11 . . I I V I , I ____ , --�-.��---,-�.---------.------,.--, DATA OUTLET, � I � . I � I __ . I- . I . . . . I . I . and/or required. � I I . I . � 11 I I � I � AUDK)/VBUAL 3. Coordinate all work with the requirements of the telephone company or P.O.S. contractor as required. � 4. Provide Teflon CAD 5 cable (4 TW pair 22 AWG unshielded), Each location . requires 3 cables,,Two. with I � . I . . CEILING, SPEAKER BY OTHERS ' I . � . I � I . I blue jacket and one with white jacket. .Provide 5 feet slack, I .1 . I I � . Q I � .1 I . . . . . � .1 I. I I . . �, I � I � I .1 I � I �. .. . . . 1- - r ABBREVIATIONS ANU NOTES . . . , I I . . I I 11 � I . I I . I � . . . I . I ,,,, I , � I I � . I . I . . THE, MARKET PLACE , I . I . SEM.INOLE TOWN CENTER . I I I RANFnRn F1 � . . .. I I E.C. . . ELECTRICAL CONTRACTOR . . . . � I � . � - -1 ____ . GENERAL CONTRACTOR I G,C. . � . I . I . � . . r ABOVE FINISHED FLOOR (OR GRADE/PAV EMENT WHERE A.PPLICABLE)JO CENTER OF OUTLET AFF . (UNLESS OTHERWISE NOTED) ' I . I , . � �W/P . . . PROVIDE O PMENT/FIXTURE/DEVICE � . I � �� . . . I I . . 11 I - 42" . I � I I . DISTANCE ABOVE. 'FINISHED FLOOR (OR GRADE/PAVEMENT WHERE APPLIC,) TO CENTER OF OUTLET. . . . I h . . - . I . � .1 CH . I I . SPECIAL HEIGHT DEVICE . . .. COORDINATE WITH EQUIPMENT & ARCHITECTURAL ELEVATIONS . . GROUND FAULT CIRCUIT INTERRUPTER DEVICE (UNLESS SPECIFICALLY NOTED OTHERWISE ON � . GFI /. GFCI I bkAINGS,� DO Wit FEED: DOWNSTREAM OUTLETS FROM LOAD SIDE TERMINALS OF GF1 RECEPTS,) I . . . . IEWC . I I i . ELECTRIC, WATER, COOLER . 11 . , . . .1 . . . . � I l„ A,t, 1j)H j �>tlp'`� an✓n,tie,.w.`Y, Y��,,LA �'d01+�� ny Q.m"mNq;:.. �,,V�.,tc \, y "Re;�J✓, F"ray„u".✓.ndeW^ JOEL MABRY Wa,,..v.4m yy„ ROSWELL, GA 30075 FAX: (770) 643-9540 ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH SIESMIC ZONE: REFER OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE BUILDING SET BACKS: 1080 HOLCOMB BRIDGE ROAD JOEL MABRY BLDG. 200 SUITE 150 TEL: (770) 643-6566 ROSWELL, GA 30075 FAX: (770) 643-9540 ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH SIESMIC ZONE: REFER 9000 CENTRAL PARK WEST DWIGHT BAILEY APPLICABLE CODES: SUITE 400 TEL: (770) 394-1616 FLORIDA BUILDING CODE (FBC) ATLANTA, GA 30328 FAX: (770) 394-1314 CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN NATIONAL ELECTRIC CODE (NEC) 3660 MAGUIRE BLVD. FLORIDA BUILDING CODE — GAS VOLUME (IGV) 2000 EDITION SUITE 200 TEL: (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD PLUMBING VOLUME (IPV) 2000 EDITION SUITE 100 TEL: (770) 491-7550 MERCANTILE TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5365 OAKBROOK PARKWAY JEREMY WAITS 2 STORIES — 55' NORCROSS, GA 30093 TEL: (770) 447-5547 STORY — VARIES (35'-0" MAX.) FAX: (770) 448-0262 ELECTRICAL: JORDAN & SKALA TONY OWEN N/A 5365 OAKBROOK PARKWAY. TEL: (770) 447-5547 1 HOUR NORCROSS, GA 30093 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 TRAVEL DISTANCE: ATLANTA, GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 x"J,Y Y^,ucaw"'";:Z ur' :rzf/1hle e0, bxa.Wx.,,•vYdW'N, n!s.„em. � ..! .K¢:?" .t(Sr�C4 C BUILDING 400 FAX: (770) 522-9273 ATLANTA, GA 30350 BUILDING CITY OF SANFORD DON FLORIAN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: FIRE SANFORD FIRE DEPARTMENT TIM ROBLES DEPARTMENT: FIRE PREVENTION DIVISION P.O. BOX 1788 TEL: (407) 302-2520 SANFORD, FL 32771 FAX: (407) 302-2526 SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX LOCATION: PROJECT ADDRESS: CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 1401 W.P. BALL BOULEBARD SANFORD, FLORIDA 32771 SANFORD, FLORIDA "6RTH AMErKo"'ICAN PROPEIK IES 1080 HOLCOMB BRIDGE RuAD BUILDING 200, SUITE 150 ROSWELL, GEORGIA 30075 770-645�6566 SITE ZONING: PD BUILDING SET BACKS: FRONT: 25'-0" REAR: 20'-0" SIDE: 10'-01' WIND SEED: 110 MPH SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) 2001 EDITION LIFE SAFETY CODE (N FPA 10 1) 2000 EDITION NATIONAL ELECTRIC CODE (NEC) 2002 EDITION FLORIDA BUILDING CODE — GAS VOLUME (IGV) 2000 EDITION FLORIDA BUILDING CODE — MECHANICAL VOLUME (IMV) 2000 EDITION FLORIDA BUILDING CODE — PLUMBING VOLUME (IPV) 2000 EDITION OCCUPANCY CLASSIFICATION: MERCANTILE TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED SPRINKLERED ALLOWABLE HEIGHT: 2 STORIES — 55' ACTUAL HEIGHT: ONE STORY — VARIES (35'-0" MAX.) ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) OCCUPANT SEPARATION: N/A TENANT SEPARATION: 1 HOUR h,�e ..thy aa✓a`'.,„,;: vv 'N 'ati. y,i-'�.,,k° v,,„.:'+- '” 'a,;3" . ,-„,,,,,�;,,,x. n. ��y. a: �n,.�.,�,,,�.e - EXITS REQUIRED: 2' EXITS PROVIDED: 2 TRAVEL DISTANCE: SPRINKLERED: 200'-0” MAX. " x"J,Y Y^,ucaw"'";:Z ur' :rzf/1hle e0, bxa.Wx.,,•vYdW'N, n!s.„em. � ..! .K¢:?" .t(Sr�C4 C "P.at'b, u..•SR.:141F+`W %v,'+M � ,C_,F\b J4r� , ,tinFB�Rs.:.Jh'Y'76 qNn rntl�Muiu � NORTH 0 FACE OF STRUCTURE .5 CENTERLINE OF COLUMN 24 NOTE TAG REFERENCING GENERAL NOTES ON PLANS DOOR NUMBER, SEE DOOR SCHEDULE 3 ELEVATION MARK A-4.1 4 A-6.2 ENLARGED PLAN DETAIL MARK SECTION MARK A-5.4 SIM'- SIMILAR 'OH'- OPPOSITE HAND ( '30"' E N E KAL NOTEO 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. 1 A f% 1 L(0 U L 1 0 N OrN : , USE AREA (S.F.) SQ. FT. PER OCCUPANT PERSON LOAD TOTAL OCCUPANCY 3,600 30 120 UNITS OF EGRESS REQUIRED (0.20" x 120) 24 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 68 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 68 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 136 INCHES 22 Q1'. B PLAINS REIVIKINS), ARCHITECTURAL A-0.1 A-1.1 MECHANICAL M-1.1 PLUMBING P-1,1 ELECTRICAL E-1.1 COVER SHEET FLOOR PLAN, DETAILS, & SPECS WHITE BOX FLOOR PLAN MECHANICAL WHITE BOX FLOOR PLAN PLUMBING WHITE BOX FLOOR PLAN ELECTRICAL PHILLIPS .."OEM, IN.0 P A R. T N E R S H I P Architecture . Interior Design - Planning Phone 770,3941616 Fax 770.394.1314 K J I A L C D E F G H C ANCHOR B CONSULTANT SEAL , REVISIONS - # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX © 03/18/05 WHITE BOX MODIFICATION This document is 0 Phillips Partnership, PC and is considered an Instrument of Service grid is solely for use with respect to the project cm indicated below. All rights reserved. This document may not be reproduced without the pray written consent of Phillips Partnership, PC. TENANT MOVI ESTOP 1401 W.P. BALL BOULEVARD 4' �A` �a. ' ,. �,. PROJECT THE MARKETPLACE AT SEMIINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT ro ti ►7 �t NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE I -1 REVISION # 38 SUMMARY COVER A. SHEET ADDED SHEET REVISION # 57 SUMMARY SHEET NUMBER 38 A A..CLARIFIED NAME B. CLARIFIED EGRESS CALCULATIONS 001 C. CLARIFIED EXITS & TRAVEL DISTANCE ~ "� •,fA •A M. A A A • A i NORTH 1 WHITE BOX FLOOR PLAN A-1.1 SCALE: 118"A'-0" I EXHAUST FAN VENTED TO EXTERIOR WALL TOILET PAPER DISPENSER RESTROOM ELEV. - SIDEWALL A 1.1 SCALE: 1/4"=1'-0" NOTE: DIMENSM ARE TO WALL. FINISH U.N.O. HELVETICA MEDIUI WHITE VINYL ADHI LETTERS 4" HIGH NOTE: EACH DOOR SHALL BE LABELED WITH RESPECTIVE SHOP NUMBERS (TYP. AT ALL REAR DOORS.) 1'-6" 36" GRAB BAR - ZX 4' ACOUSTICAL LAY -IN CEILING - - 18"W x 30"H (21cs) MIRROR CENTERED ABOVE LAVATORY -STAINLESS STEELFRAME u� CV [V r4 - m z in O9 M N -� CV y n, S GV V LAVATORY 6" 12" X 12" ACCESS 1' 3" NORTH 2 REFLECTED CEILING PLAN A-1.1 SCALE: 104-T 18"W x 30"H (21cs) MIRROR CENTERED ABOVE LAVATORY -STAINLESS STEEL FRAME ZX 4' ACOUSTICAL LAY -IN CEILING PANEL ' CLEARANCE L- 4" VINYL 1'-6" BASE K-4-� RESTROOM ELEV, - PLUMBING WALL 5 RESTROOM ELEV. SIDEWALL SCALE: 1/4"=1'-0" A-1.1 SCALE: 114"=1'-0" 26'4' 31-611 SLOPE 10 CEILING PROFILE @ SUITE 1401 A-1.1 SCALE: N.T.S. 7 REAR DOOR DETAIL r8 NOT USED 9 FRONT DOOR DETAIL A-1.1 SCALE: 114"=1'-0" A-1.1 SCALE: 1l4"=1'-0" A 1.1 SCALE: 1/4"=1'-0" u A E V N `° 14L_1 %I NWL_LI # I ae--,v I I xW W IV I I-1 ee A-1.1 SCALE: 1/4"=1'-0" RESTROOM NOTES. 1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL COMPLY WITH LOCAL HANDICAP CODES AND ADA. 2. USE SAME LAVATORY SPACING & TOILET SPACING FOR RESTROOMS WITH DIFFERENT CONFIGURATIONS. 3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS. 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF 12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK WHERE REQUIRED. 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. B2 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 W GYP BOARD @ THE INTERIOR FACE. R1 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS @ 16" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465, R2 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 W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY, UL DESIGN NO. U465, R3 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 6-,26 GAUGE DRY WALL METAL STUDS AT 16" O.0 WITH BATT INSULATION AND 5/8", TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. R4 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 W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK R5 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 KEY MATERIAL MANUFACTURER SPECIFICATIONS INSTALL W-1 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT FRAME U-2 GYPSUM BOARD - TAPED, FLOATED, SANDED AND READY FOR PAINT DESCRIPTION PROVIDED BY INSTALL O.C. SIZE (W x H x T) MATERIAL MATERIAL CC -1 UNSEALED CONCRETE BROOM CLEAN MARK By C. WN L.K. G.C. IF NEW IS REQUIRED, PROVIDE: T-0" X T-0" TEMPERED GLASS, ALUM, ALUM. ACT -1 CEILING TILE/GRID ARMSTRONG MINA BOARD CORTEGA 2x4 CEILING TILE / 7300 SERIES: WHITE z GS-iEXPOSED STRUCTURE NO FINISH is 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'CUTACT. 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, (SHELL SCOPE) 2a ✓ (2) 3'-0" X T-0" TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET STOREFRONT MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 3 (SHELL SCOPE) Q 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. �,•:.:w ,.rr,;�y .��yv, a ✓ 3'-0"x 7'-0" HOLLOW CORE WOOD TO BE .,r USED AT RESTROOM AND PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE ON BOTH WOOD PAINTED OFFICE. SIDES LOCKSET W/ ADA LEVER .iron":f„4 m' 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) T-13" SLO11 E 6'-1" / I N I M V l°-0 I z ° I L I sk,. �i,,. _cos ,_�„_ _�,.�:,0 ._.,-s ,....- •.Z ,.•,. _„�,� « ,.S ;.�.»�. .. _� ruN_ 0' r"iv " •... '7- ..,,. "7M_':�-. � s n. _ � ......_ „> %...... nr a..__a. a .., µ. ,ae».,...,w• y..,.�r* . Y Aw_._...,o- v W, �nf ..,...:A ...._,.,W a ,,.....,coq ... -. nc'✓ «,», ,.� a,.._,c,J ... '�Sa[n.a, a.•..,h vwr» NORTH 2 REFLECTED CEILING PLAN A-1.1 SCALE: 104-T 18"W x 30"H (21cs) MIRROR CENTERED ABOVE LAVATORY -STAINLESS STEEL FRAME ZX 4' ACOUSTICAL LAY -IN CEILING PANEL ' CLEARANCE L- 4" VINYL 1'-6" BASE K-4-� RESTROOM ELEV, - PLUMBING WALL 5 RESTROOM ELEV. SIDEWALL SCALE: 1/4"=1'-0" A-1.1 SCALE: 114"=1'-0" 26'4' 31-611 SLOPE 10 CEILING PROFILE @ SUITE 1401 A-1.1 SCALE: N.T.S. 7 REAR DOOR DETAIL r8 NOT USED 9 FRONT DOOR DETAIL A-1.1 SCALE: 114"=1'-0" A-1.1 SCALE: 1l4"=1'-0" A 1.1 SCALE: 1/4"=1'-0" u A E V N `° 14L_1 %I NWL_LI # I ae--,v I I xW W IV I I-1 ee A-1.1 SCALE: 1/4"=1'-0" RESTROOM NOTES. 1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL COMPLY WITH LOCAL HANDICAP CODES AND ADA. 2. USE SAME LAVATORY SPACING & TOILET SPACING FOR RESTROOMS WITH DIFFERENT CONFIGURATIONS. 3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS. 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF 12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK WHERE REQUIRED. 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. B2 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 W GYP BOARD @ THE INTERIOR FACE. R1 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS @ 16" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465, R2 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 W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY, UL DESIGN NO. U465, R3 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 6-,26 GAUGE DRY WALL METAL STUDS AT 16" O.0 WITH BATT INSULATION AND 5/8", TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. R4 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 W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK R5 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS AT 16" O.C. WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE 'X' (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK FINISH SCHEDULE DOOR SCHEDULE NOTE: DIMENSIONS ARE TO FACE OF STUD U.N.O. PROVIDE PAPER HOLDER & MIRROR FOR EACH TOILET ROOM KEY MATERIAL MANUFACTURER SPECIFICATIONS INSTALL W-1 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT FRAME U-2 GYPSUM BOARD - TAPED, FLOATED, SANDED AND READY FOR PAINT DESCRIPTION PROVIDED BY INSTALL O.C. SIZE (W x H x T) MATERIAL MATERIAL CC -1 UNSEALED CONCRETE BROOM CLEAN MARK By C. WN L.K. G.C. IF NEW IS REQUIRED, PROVIDE: T-0" X T-0" TEMPERED GLASS, ALUM, ALUM. ACT -1 CEILING TILE/GRID ARMSTRONG MINA BOARD CORTEGA 2x4 CEILING TILE / 7300 SERIES: WHITE z GS-iEXPOSED STRUCTURE NO FINISH is 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'CUTACT. 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 NOTE: DIMENSIONS ARE TO FACE OF STUD U.N.O. PROVIDE PAPER HOLDER & MIRROR FOR EACH TOILET ROOM HARDWARE SCHEDULE PROVIDED BY INSTALL DOOR FRAME REMARKS DESCRIPTION PROVIDED BY INSTALL O.C. SIZE (W x H x T) MATERIAL MATERIAL SH - TOLD MARK By C. WN L.K. G.C. IF NEW IS REQUIRED, PROVIDE: T-0" X T-0" TEMPERED GLASS, ALUM, ALUM. USED AT MAIN ENTRANCE ONLY. MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. STOREFRONT (SHELL SCOPE) 2a ✓ (2) 3'-0" X T-0" TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET STOREFRONT MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. 3 (SHELL SCOPE) Q 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. �,•:.:w ,.rr,;�y .��yv, a ✓ 3'-0"x 7'-0" HOLLOW CORE WOOD TO BE .,r USED AT RESTROOM AND PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE ON BOTH WOOD PAINTED OFFICE. SIDES LOCKSET W/ ADA LEVER .iron":f„4 m' 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 GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB A) 4" - 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER TURN DOWN SLAB AT FRONT WALL UNFILLED EXPANSION CONTROL JOINTS UNSEALED, EXPOSED CONCRETE (BROOM CLEAN) LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED 2. CONCRETE SIDEWALK A) 4" - 3,000 PSI CONCRETE NO WIRE MESH TOOLED JOINTS WITH 2" TROWEL 3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES. 4. STOREFRONT B) ONE SINGLE DOOR UNLESS NOTED OTHERWISE ON THE LANDLORD'S DRAWINGS) BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE LANDLORD'S DRAWINGS) 9'- 0" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, OR AS NOTED DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS) STOREFRONT DOOR WITH STANDARD HARDWARE AND CLOSURE. LOCK CYLINDER TO BE KEYABLE TO REAR DOOR. KEYED FOR MASTER KEY TO FRONT AND REAR DOOR 5. REAR DOORS C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS. TX 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" BATTINSULATION.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 S SEWS LATERALS STUBBED AND CAPPED 5"AFF INSIDE THE 1. SANITARY R A F 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. MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD, FL WHITE BOX CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. DEMISING WALLS J) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED WITH 3-5/8",18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANTS SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 6", 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 2. REAR WALL A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W R-5 RIGID INSULATION . AND 5/8" GYP. BOARD ON 1" Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF. (FIRE TAPED TO DECK ABOVE). B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH MOISTURE RESISTANT GYPSUM BOARD ON 1"Z FURRING CHANNELS WITH MINIMUM R-11 RIGID INSULATION, PAINT READY TO 8"6" AFF. 3. ACOUSTICAL CEILING A) 2'0"X4'0" STANDARD GRID SYSTEM, WITH 5/8" NON -DIRECTIONAL FISSURED, FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-O" AFF AT RESTROOM. B) LANDLORD TO INSTALL "CUT" CEILING TILES ONLY, ALL FULL 2X4 CEILING TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION. 4. TOILET ROOMS A) 3'0" X TO" PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH LEVER HANDLE HARDWARE (PRIMER PAINT). B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED. C) WALL HUNG 18"X36" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE LAVATORY. D) ONE TOILET PAPER HOLDER MOUNTED IW TO 17" AFF PER TOILET. E) GRAB BARS PER CODE. F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF REQUIRED PER CODE. G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S DRAWINGS. H) TANK -TYPE HANDICAP ACCESSIBLE WATER CLOSETS. 1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE STRAINER AND INSULATED PIPE GUARDS. J) ONE EXHAUST FAN, PER RESTROOM. K) ONE LIGHT SWITCH PER RESTROOM. L) ONE WALL MOUNTED FLUORESCENT FIXTURE. NOTE: ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS SHOWN ON THE FLOOR PLANS FOR YOUR SPACE. PLUMBING/FIRE PROTECTION 1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED IN LANDLORD'S DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.) 2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE. 3. 10 GAL. ELECTRIC WATER HEATER. HVAC 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S). A) NON -DIRECTIONAL DIFFUSERS B) ONE RETURN AIR GRILL, PER RTU C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK DISTRIBUTION. 2. PROVIDE A STANDARD HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN RETAIL SPACE. ELECTRICAL 1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE. K) 0 - 999 SF 100 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE L) 1,000 - 3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE M) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE N) 6,000 - 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE NOTE.- WIRE MAYBE COPPER OR ALUMINUM 2. OUTLETS WALL MOUNTED DUPLEX OUTLETS AT 20'0" O.C. ALONG SIDE WALLS, 15" 113" AFF ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD. ONE (1) GFI OUTLET IN EACH RESTROOM. 3. LIGHTING A) ONE (1) 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1) FIXTURE, PER 96 SF FOR 80% FOR THE SPACE AND ONE (1) FIXTURE PER 200 SF FOR THE REMAINING 20% OF THE SPACE. B) ONE (1) 24" FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6" ABOVE THE VANITY MIRROR IN EACH RESTROOM. C) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH). D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM. 3. TELEPHONE 3 " PROVIDE X 2'0" X 2'0" F.R.T. PLYWOOD BACKBOARD ON REAR WALL T A ' TELEPHONE CONDUIT LOCATION. REVISION # 38 SUMMARY A. SHEET ADDED REVISION # 57 SUMMARY A. CLARIFIED NAME AND/OR SQ. FT. B. RELOCATE DEMISING WALL C. RELOCATE RESTROOM D. RELOCATE CEILING GRID, LIGHTS, GRILLS & DIFUSERS E. CLARIFIED DOOR HANDLES PHILLIPS wan -M P A R T N E R S H I P Architecture - Interior Design " Planning Phone 770.3941616 F 770.394.1314 RFs;: RE K J I L E F G H C A ANCHOR B C D CONSULTANT SEAL I; REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BON © 03/18/05 WHITE BOX MODIFICATION 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 � „:;, �, t f,;. i ,.�., NM•W,,�v. nn ✓ "i:;✓' ya...,q:, !✓ a ynJr "''* ,i MOVI ESTOP 1401 W.P. BALL BOULEVARD i ���W��i �° ;..✓ w` �B .s w r n.,�anW1' rc...5"J" i'"'� ,��;� �n .�..�s ,m„. `��a.v:uw`�Y /57\A PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT L, r., UY •' •r & ,�•; •' . Ira. ,1 ®- NORTH AMIEWCAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE FLOOR PLAN, DETAILS, & SPECS SHEET NUMBER 38 A Aml ml no I ATLANTA, PROVIDED BY INSTALL 1 MARKowNR G, DESCRIPTION L.K O.C. 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. ENTRY LOCK. RE KEY 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. 3 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. �,•:.:w ,.rr,;�y .��yv, a '�, �''� tr 3Y .,r ,w ,�"'w� ^,� .y>- .�' "'I�' ..yid ,, ,,. ��a ,,�,w.+.,. �ha� �,. �,a," ad,.ti tar`s, PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE ON BOTH SIDES LOCKSET W/ ADA LEVER .iron":f„4 m' :.r',» � °v.,tAyY v-rl .^ mdJ %:¢AnV MI7 K.�w �4"^3ww � •..yww..' rriW Y..d�"�� ud:w"°J .••"t'..uW�y •v�ry�F'+"`�"ta•fh+� ' NnN9�N .mw � 5„:iab» vnm..•+U�t'nn ,u � ,..d;+" e, Ra��'rvWinYr� -imvvN",@et •.,a J+ „mwJ' ,e,r J'i.-..�a�}121 .w.o„'�'��Mtta,.� k;, ^3D�� "e ••,? i :w4P. a..r• GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB A) 4" - 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER TURN DOWN SLAB AT FRONT WALL UNFILLED EXPANSION CONTROL JOINTS UNSEALED, EXPOSED CONCRETE (BROOM CLEAN) LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED 2. CONCRETE SIDEWALK A) 4" - 3,000 PSI CONCRETE NO WIRE MESH TOOLED JOINTS WITH 2" TROWEL 3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES. 4. STOREFRONT B) ONE SINGLE DOOR UNLESS NOTED OTHERWISE ON THE LANDLORD'S DRAWINGS) BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE LANDLORD'S DRAWINGS) 9'- 0" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, OR AS NOTED DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS) STOREFRONT DOOR WITH STANDARD HARDWARE AND CLOSURE. LOCK CYLINDER TO BE KEYABLE TO REAR DOOR. KEYED FOR MASTER KEY TO FRONT AND REAR DOOR 5. REAR DOORS C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS. TX 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" BATTINSULATION.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 S SEWS LATERALS STUBBED AND CAPPED 5"AFF INSIDE THE 1. SANITARY R A F 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. MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD, FL WHITE BOX CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. DEMISING WALLS J) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED WITH 3-5/8",18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANTS SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 6", 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR (AFF). 2. REAR WALL A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W R-5 RIGID INSULATION . AND 5/8" GYP. BOARD ON 1" Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF. (FIRE TAPED TO DECK ABOVE). B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH MOISTURE RESISTANT GYPSUM BOARD ON 1"Z FURRING CHANNELS WITH MINIMUM R-11 RIGID INSULATION, PAINT READY TO 8"6" AFF. 3. ACOUSTICAL CEILING A) 2'0"X4'0" STANDARD GRID SYSTEM, WITH 5/8" NON -DIRECTIONAL FISSURED, FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-O" AFF AT RESTROOM. B) LANDLORD TO INSTALL "CUT" CEILING TILES ONLY, ALL FULL 2X4 CEILING TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION. 4. TOILET ROOMS A) 3'0" X TO" PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH LEVER HANDLE HARDWARE (PRIMER PAINT). B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED. C) WALL HUNG 18"X36" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE LAVATORY. D) ONE TOILET PAPER HOLDER MOUNTED IW TO 17" AFF PER TOILET. E) GRAB BARS PER CODE. F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF REQUIRED PER CODE. G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S DRAWINGS. H) TANK -TYPE HANDICAP ACCESSIBLE WATER CLOSETS. 1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE STRAINER AND INSULATED PIPE GUARDS. J) ONE EXHAUST FAN, PER RESTROOM. K) ONE LIGHT SWITCH PER RESTROOM. L) ONE WALL MOUNTED FLUORESCENT FIXTURE. NOTE: ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS SHOWN ON THE FLOOR PLANS FOR YOUR SPACE. PLUMBING/FIRE PROTECTION 1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED IN LANDLORD'S DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.) 2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE. 3. 10 GAL. ELECTRIC WATER HEATER. HVAC 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S). A) NON -DIRECTIONAL DIFFUSERS B) ONE RETURN AIR GRILL, PER RTU C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK DISTRIBUTION. 2. PROVIDE A STANDARD HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN RETAIL SPACE. ELECTRICAL 1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE. K) 0 - 999 SF 100 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE L) 1,000 - 3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE M) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE N) 6,000 - 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE NOTE.- WIRE MAYBE COPPER OR ALUMINUM 2. OUTLETS WALL MOUNTED DUPLEX OUTLETS AT 20'0" O.C. ALONG SIDE WALLS, 15" 113" AFF ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD. ONE (1) GFI OUTLET IN EACH RESTROOM. 3. LIGHTING A) ONE (1) 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1) FIXTURE, PER 96 SF FOR 80% FOR THE SPACE AND ONE (1) FIXTURE PER 200 SF FOR THE REMAINING 20% OF THE SPACE. B) ONE (1) 24" FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6" ABOVE THE VANITY MIRROR IN EACH RESTROOM. C) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH). D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM. 3. TELEPHONE 3 " PROVIDE X 2'0" X 2'0" F.R.T. PLYWOOD BACKBOARD ON REAR WALL T A ' TELEPHONE CONDUIT LOCATION. REVISION # 38 SUMMARY A. SHEET ADDED REVISION # 57 SUMMARY A. CLARIFIED NAME AND/OR SQ. FT. B. RELOCATE DEMISING WALL C. RELOCATE RESTROOM D. RELOCATE CEILING GRID, LIGHTS, GRILLS & DIFUSERS E. CLARIFIED DOOR HANDLES PHILLIPS wan -M P A R T N E R S H I P Architecture - Interior Design " Planning Phone 770.3941616 F 770.394.1314 RFs;: RE K J I L E F G H C A ANCHOR B C D CONSULTANT SEAL I; REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BON © 03/18/05 WHITE BOX MODIFICATION 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 � „:;, �, t f,;. i ,.�., NM•W,,�v. nn ✓ "i:;✓' ya...,q:, !✓ a ynJr "''* ,i MOVI ESTOP 1401 W.P. BALL BOULEVARD i ���W��i �° ;..✓ w` �B .s w r n.,�anW1' rc...5"J" i'"'� ,��;� �n .�..�s ,m„. `��a.v:uw`�Y /57\A PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT L, r., UY •' •r & ,�•; •' . Ira. ,1 ®- NORTH AMIEWCAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE FLOOR PLAN, DETAILS, & SPECS SHEET NUMBER 38 A Aml ml no I ATLANTA, GEORGIA'3028 1 ^ H.V.A.C. GENERALe, NOTES 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2000 FLORIDA BUILDING CODEMECHANICAL , 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 SHEEEi'MEi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fAL 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 01" THE AABC OR NEBB. REPORT SHALL INCLUDE THE FOLLOWING TEMPERATURE READINGS, IN ADDITION TO AIR FLOWS: AIR LEAVING DIFFUSERS, AIR LEAVING HVAC UNIT; OUTSIDE AMBIENT AT TIME OF TEST. SUBMIT CERTIFIED TEST AND BALANCE REPORT TO OWNER/ARCHITECT FOR APPROVAL. 26. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. 27, CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 28. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEM. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION OR ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS. 29. MOUNT THERMOSTATS AND/OR SENSORS 4'0" AFF UNLESS NOTED OTHERWISE, 30. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL ON AND ANCHORED TO MINIMUM 12" HIGH INSULATED ROOF CURBS, CONTRACTOR SHALL COORDINATE ROOF SLOPE AND ACTUAL CURB HEIGHTS WITH ARCHITECTURAL DRAWINGS. ALL REFERENCES TO ROOF HEIGHTS REFER TO HEIGHTS ABOVE FINISHED ROOF SURFACE. 31, LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATION`.3 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. PIPE TO NEAREST ROOF GUTTER TOTAL TRAP HEIGHT TOTAL TRAP HEIGHT = X + H + 1.5 D WHERE: H = AT LEAST 1" PLUS CASING SP D = PIPE DIAMETER 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 (j1=N1OT TO SCALE i z� a WHITE BOX FLOOR PLAN H.V.A.C. •k,, ` M 1.1 SCALE: 1/8 1'-0" OR 4 `iEEc „�vG`'.kv zzEaa. E_ I FAN AND VENTILATOR SCHEDULE TAG TYPE CFM S. P. DRIVE MOTTO RPM DUTY MODEL =REMARKS WATEF-1 CABINET CENTRIFUGAL 85 0..25" DIRECT 50 1200 ;EXHAUST PENN ZEPHYRETTE ZT ' 1,2,3,4,5 .1 ...............__..: -.................................................... ................_............................. ....................,........................................... ..±..._......................................................................... ......... .......... .....,.................. ............................ ..........................................._`...................................................... i 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 5a DISCHARGE TO WALL OR ROOF CAP W/SCREEN & FLASHING (SEE PLANS) SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY PENN VENTILATOR. EQUALS BY COOK, CREENHECK. H.V.A.C. AIR DISTRIBUTION SCHEDULE SEAL P� REVISIONS TAG NOMINAL MODEL NO. v k`- 'a E.S.P. MAXIMUM MAXIMUM TOTAL TAG MODEL SIZE NECK DAMPER All DUTY MATERIAL A ; TITUS PAS 24X24 6"O YES MANUF. STD WHITE SUPPLY STEEL B ---- TITUS PAS - -----... 24X24 -----.-_..w___.. 8"0 _. YES MANUF. STD WHITE j SUPPLY r.._.........._.._ STEEL C TITUS PAS 24X24 I 10n o ._._. --- -.._. _ 1. ,.. YES MANUF. STD WHITE I _ _ _. SUPPLY I ---------- ,------ STEEL 1200 Ilk 25% 1 36,6 26.0 10.0 SEER D TITUS PAS 24X24 I 12"0 YES MANUF. STD WHITE SUPPLY STEEL _ 1-1/2 _............ - _r -- - - - -- ; - 15.8 _................... --- E >sfiy 24X24 ` 14"0 YES MANUF. STD WHITE SUPPLY STEEL -.........:_ter_. F ...................._......................:........................... TITUS 50F r- ----....- 24X24 --- :...._;............................ _.......... ... - :..---------------------------------------- NO MANUF. STD WHITE I -.....__.. _ RETURN ALUMINUM ............... COORDINATE MOUNTING ............... ............................................................... FRAME REQUIREMENTS ................................ .:............... WITH ARCHITECTURAL REFLECTED CEILING PIANS. NOTE: SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY TITUS. EQUAL PRODUCTS BY KRUEGER, METAL--AIRE. COOLING CAPACITIES ARE BASED ON 95T DB AMBIENT, 80-F DB/ -WF WB EAT. ACCESSORIES: 1. PREFABRICATED FULL- PERIMETER ROOF CURB, 14 INCH HIGH (COORDINATE SLOPE WITH ARCHITECTURAL) i z� a WHITE BOX FLOOR PLAN H.V.A.C. •k,, ` M 1.1 SCALE: 1/8 1'-0" OR 4 `iEEc „�vG`'.kv zzEaa. E_ I FAN AND VENTILATOR SCHEDULE TAG TYPE CFM S. P. DRIVE MOTTO RPM DUTY MODEL =REMARKS WATEF-1 CABINET CENTRIFUGAL 85 0..25" DIRECT 50 1200 ;EXHAUST PENN ZEPHYRETTE ZT ' 1,2,3,4,5 .1 ...............__..: -.................................................... ................_............................. ....................,........................................... ..±..._......................................................................... ......... .......... .....,.................. ............................ ..........................................._`...................................................... i 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 5a DISCHARGE TO WALL OR ROOF CAP W/SCREEN & FLASHING (SEE PLANS) SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY PENN VENTILATOR. EQUALS BY COOK, CREENHECK. NYLON TIES 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 PER \ MANUFACTURER'S RECOMMENDATIONS. IF 7 III - ROUND SHEET METAL DUCT. DIAMETER AS INDICATED ON PLANS TRUNK DUCT-// SPIN -IN FITTING - WITH INTERIOR LINER PRE -INSULATED FLEXIBLE DUCTWORK. SEE SPECIFICATIONS. LENGTH NOT TO EXCEED 4'-0 PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF KINKS & SAGS. 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 2 NOT TO SCALE N H.V.A.C. AIR DISTRIBUTION SCHEDULE SEAL P� REVISIONS TAG NOMINAL MODEL NO. AIRFLOW E.S.P. MAXIMUM MAXIMUM TOTAL TAG MODEL SIZE NECK DAMPER FINISH DUTY MATERIAL A ; TITUS PAS 24X24 6"O YES MANUF. STD WHITE SUPPLY STEEL B ---- TITUS PAS - -----... 24X24 -----.-_..w___.. 8"0 _. YES MANUF. STD WHITE j SUPPLY r.._.........._.._ STEEL C TITUS PAS 24X24 I 10n o ._._. --- -.._. _ 1. ,.. YES MANUF. STD WHITE I _ _ _. SUPPLY I ---------- ,------ STEEL 1200 Ilk 25% 1 36,6 26.0 10.0 SEER D TITUS PAS 24X24 I 12"0 YES MANUF. STD WHITE SUPPLY STEEL _ 1-1/2 _............ - _r -- - - - -- ; - 15.8 _................... --- E TITUS PAS 24X24 ` 14"0 YES MANUF. STD WHITE SUPPLY STEEL -.........:_ter_. F ...................._......................:........................... TITUS 50F r- ----....- 24X24 --- :...._;............................ _.......... ... - :..---------------------------------------- NO MANUF. STD WHITE I -.....__.. _ RETURN ALUMINUM ............... COORDINATE MOUNTING ............... ............................................................... FRAME REQUIREMENTS ................................ .:............... WITH ARCHITECTURAL REFLECTED CEILING PIANS. NOTE: SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY TITUS. EQUAL PRODUCTS BY KRUEGER, METAL--AIRE. NYLON TIES 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 PER \ MANUFACTURER'S RECOMMENDATIONS. IF 7 III - ROUND SHEET METAL DUCT. DIAMETER AS INDICATED ON PLANS TRUNK DUCT-// SPIN -IN FITTING - WITH INTERIOR LINER PRE -INSULATED FLEXIBLE DUCTWORK. SEE SPECIFICATIONS. LENGTH NOT TO EXCEED 4'-0 PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF KINKS & SAGS. 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 2 NOT TO SCALE N H.V.A.C. UNITS SEAL P� REVISIONS 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 K EFFICIENCY ELECTRIC WEIGHT keg 011 e CAPABILITY H.P. (MBH) (MBH) HEATER (LBS,) RTU -3 3 CARRIER 50TME004 1200 Ilk 25% 1 36,6 26.0 10.0 SEER 12.3 PACKAGED ROOFTOP H.V.A.C. UNITS SEAL P� REVISIONS 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' 25% 1 36,6 26.0 10.0 SEER 12.3 485 LBS, 1-8 RTU --4 _ _� __. 4 CARRIER 50TME005 .._.._._.....W___...._..__!... 1600 1,0" 25% 1-1/2 50.5 35.6 10.0 SEER 15.8 495 LBS: 1-8 - 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 6-1/2 CARRIER 50TME007 2400 1.0" 1 25% 3 76.2 56.8 10.3 EER 15.8 635 LBS. 11-8 NOTE: COOLING CAPACITIES ARE BASED ON 95T DB AMBIENT, 80-F DB/ -WF 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 TRANS, YORK. CONDENSER FAN DISCHARGE OUTDOOR AIR INTAKE/ECONOMIZER HOOD (WHERE APPLICABLE) - DISCONNECT (SEE -BAROMETRIC ELECTRICAL DWGS.) RELIEF HOOD (WHERE APPLICABLE) r, CONDENSATE DRAIN TO y BE ROUTED ON ROOF TO NEAREST ROOF DRAIN PREFABRICATED UNLESS NOTED OTHERWISE ROOF CURB I I I ROOF DECK POWER WIRING (SEE ELECTRICAL) THERMOSTAT WIRING SUPPLY AIR DUCT TRAP RETURN AIR DUCT NOTE: ALL CONNECTIONS AND SERVICES MUST BE INSIDE THE PERIMETER CURB. DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT. 3DROOFTOP AIR CONDITIONER DETAIL REVISION #57 SUMMARY 3 A, WHITE BOX MODIFICATION NOT TO SCALE REVISION # 38 SUMMARY A. ADDED SHEET REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Pl-* 770.3941616 770.3941314 RF RE K J I L a E F GHRC A ANCHOR B C D CONSULTANT �] Jordan & Skala Engineers, Inco Project Ntunber • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- jae®jordanakala.com COPYRIGHT 0 2004 JORDAN do SKALA ENGINEERS INC. SEAL P� REVISIONS # DATE DESCRIPTION 0 06/01/04 MEP COORDINATION 10/18/04 SHOPS WHITE BOX 08/18/05 WHITE BOX fODIFICATION This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely e y 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 MOVI EWORKS 1401 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT (£ `t , ;na k I NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 RQSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 10/18/04 DRAWN BY/CHECKED BY MLVV/GMS DRAWING TITLE WHITE BOX FLOOR PLAN H.V.A.C. SHEET NUMBER 4 VTR �1-1/ 2"1 `� .� i ) WA`I ER 1 IAV COOLER y � 2„ 4"1 I •.. `2„ • 2" , 2 1 � -\ IWC 4„ I 2” WC 4„ 4' REPLACE EXISITNG 3/4" VALVED CW CONN. W/ 1" VALVED CW CONN. ►,I WHITE BOX FLOOR PLAN SCALE: 1/4" = V-0" ` 1 /2" 2�' 1" i WH WATER LAV i I 1 " I 1/2" COOLER rJ1 /2/ I 1 /2' /2„ M �,�WC £ 3/4 \` \ w 3/4» ~ ` �`JWC x w 1/2” \� irJ LAV 5 '+•,vim ziim„C� � � / � V� ^� SANITARY AND DOMESTIC WATER ISOMETRICS SCALE: N.T.S DIELECTRIC UNION (TYI ASME T&P RELIEF VAL DISCHARGE FULL SIZE & TERMINATE 6" MIN. 1 1/2" HIGH SAFETY 1" DRAIN ROUTE A/C TERMINATE 6" MIN. AF 0 CEILING SUSPENDED EWH GALLON EXPANSION TANK VACUUM RELIEF GATE VALVE (TYP.2) 1/2 CW SUPPLY 1/2" HW OUTLET 3/4" CADMIUM PLATED ALL THREAD ROD WITH LOCK WASHERS AND DOUBLE NUTS (TYPA) SOLDER SEAMS WATER TIGHT CROSS BREAK BOTTOM OF PAN TO DRAIN POINT 2 X 2" X 1/4" GALVANIZED ANGLE IRON FRAME DRAIN VALVE 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. LAVATORY—WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700—M31 FOR METAL STUD WALLS. ELECTRIC WATER COOLER CARRIER -WALL HUNG ..JAY R. SMITH. FIG, 830 SUPPORT WITH :UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR, FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS. FIRE PROTECTION SYSTEM MATERIALS a. 4 1. ALL MATERIALS, PIPE, VALVES AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW AND APPROVED BY NFPA, UNDERWRITERS LABORATORIES, INC. (U.L.), FACTORY MUTUAL (F/M) AND AMERICAN WATER WORKS ASSOCIATION (AWWA) WHERE APPLICABLE, 2, SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. CLASS 125, AND 250 CAST IRON THREADED FITTINGS, ANSI B16.4. B. CLASS 150, AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI 816.3. C. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPOM`'GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47 AND A536, U,L. LISTED, F.M. APPROVED, 3, LIGHTWALL WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135.r I L L :1 A. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47, AND A536, U.L. LISTED, F.M. APPROVED. P A R T N E R S H I P B. LIGHTWALL, 150 PSI, BUTTWELD FITTINGS, ANSI B16.9. Architecture Interior Design ® Planning 4. AUTOMATIC SPRINKLERS SHALL BE PROVIDED AS FOLLOWS: A. SMALL FRAME GLASS ELEMENT, SEMI—RECESSED, FAST RESPONSE PENDENT ^°, 770.3941616 1" 770.3941314 SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH LAY -IN CEILINGS UNLESS OTHERWISE NOTED. TEMPERATURE' RATING OF SPRINKLERS SHALL BE 155' 165', SPRINKLERS TO BE VIKING MICROFAST MODEL M SERIES WITH MODEL E-1 ESCUTCHEON, FINISH OF SPRINKLER AND ESCUTCHEON SHALL BE WHITE. B. FAST RESPONSE UPRIGHT PENDENT SPRINKLERS SHALL BE PROVIDED IN RF RE ALL AREAS WITH NO CEILING. TEMPERATURE RATING IS TO BE 165' UNLESS CONDITIONS REQUIRE HIGHER TEMPERATURE. FINISH OF, K SPRINKLER TO BE ROUGH BRASS. SPRINKLER TO BE VIKING MICROFAST PLUMBING NOTES MODEL M. l FA L a E f G H C ANCHOR B C � 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL C, ALTERNATE ACCEPTABLE MANUFACTURERS WITH EQUIVALENT SPRINKLERS PLUMBING FIXTURES. ARE AUTOMATIC, CENTRAL, GRINNELL, GEM, AND RELIABLE. 2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2001 FLORIDA 5. ALL INTERIOR SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF APPLICABLE PLUMBING CODE WITH ALL APPLICABLE LOCAL CODE AND ORDINANCES. SECTIONS OF NFPA, AND THE OWNER'S UNDERWRITER. ALL PIPE, FITTINGS, VALVES, AND SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR WORKING CONSULTANT 3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING PRESSURES AS REQUIRED BY SYSTEM DESIGN. STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES, 6. ALL PIPE, SUPPORTS AND HANGER ASSEMBLIES SHALL BE IN ACCORDANCE WITH NFPA-13 AND SHALL BE U.L. LISTED OR F.M. APPROVED. 4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE: (INSIDE) 7, THE ADDITION TO THE EXISTING SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE EXISTING JOiCIan & SkaIa Engineers, Inc. OF WALL INSULATION. AVAILABLE WATER SUPPLY PRESSURE. THE CONTRACTOR SHALL CONFIRM THE REVISED Project Number - 0410070 SPRINKLER PIPING ARRANGEMENT WITH HYDRAULIC CALCULATIONS. 5365 OAKBROOK PARKWAY, NORCROSS, 0A 30093 5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT I"" = PHONE (�7o) IL Ise@jordonskolo.com FAX (7o.com —0262 I� EMAIL jse®jordanskala.com MINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. 8. THE TENANT BUILD—OUT AREA 1S TO BE PROVIDED WITH AUTOMATIC .SPRINKLERS BASED UPON LIGHT HAZARD DESIGN CLASSIFICATION WITH A DENSITY OF .10 GPM OVER 1500 coR�rRICR4r®2004 JORDAN & sKARA ENGINEERS INC. 6. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0" FROM ACCESS SYMBOL SQ. FT. AND MAXIMUM OF 225 SQUARE FEET SPACING. DESCRIPTION STORAGE A/C PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. ELECTRICAL CRITERIA 9, . SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN ABOVE FLOOR CONNECTION AFF 7, ALL COLD WATER, AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS. CAPACITY THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT DIMENSIONS OF 2' X 4' TILES. ABOVE FINISHED GRADE SEAL B/F 8, PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER LINES SERVING PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. LAVATORY - PUBLIC 10. ALL .FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. BELOW GRADE — --- CW 9. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. c 11. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. PIPING TURNING DOWN �4-- GV 10. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 12. ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN DESIGNED CEILING HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. HANDICAPPED A HW 11. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. oc-- 13, ALL FIRE PROTECTION DRAWINGS SUBMITTALS SHALL BE AT 1/8" SCALE AS A MINIMUM. ALL SUBMITTALS SHALL BE IN REPRODUCIBLE VELLUM OR MYLAR FORMAT ONLY, P—TRAP I S,W SUBMITTALS OF MULTIPLE PRINTS WILL BE RETURNED WITHOUT REVIEW. 12. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE S,W SOIL, WASTE PIPING (BELOW GROUND) M --- STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. 13, ALL VENT THRU ROOF PENETRATIONS SHALL BE -ROUTED TO TERMINATE AT THE LEAST VISIBLE LOCATION FROM THE ENTRY VIEW. p— 14. FIRE PROTECTION SHOP DRAWINGS SHALL INCLUDE ALL DATA REQUIRED BY N.F.P,A. SECTION 13. SHOP DRAWING PLANS SHALL INDICATE ALL LIGHTS, GRILLES, SOFFITS, ALARMS, SPEAKERS AND OTHER CEILING COMPONENTS, AS WELL AS HYDRAULIC NODE POINTS, TO INSURE COORDINATION. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO AND SECURE APPROVAL OF THE OWNER'S UNDERWRITER, LOCAL AUTHORITY AND/OR STATE AUTHORITIES PRIOR TO SUBMISSION TO THE ENGINEER. THE CONTRACTOR SHALL NOT :COMMENCE WORK, PURCHASE, OR PROVIDE ANY MATERIALS TO THE JOB SITE WITHOUT OBTAINING SHOP DRAWING APPROVAL FROM THE ABOVE AND THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COPIES OF ALL HYDRAULIC CALCULATIONS PIPING TURNING UP REVISIONS V # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX 03/18/05 WHITE BOX MODIFICATION --- VENT THRU ROOF F---- WCO WALL CLEANOUT PROVIDING DESIGN DENSITIES, WHERE APPLICABLE. _— -- T T n PLUMBING MBING MATERIALS 15, ALL :DESIGN DRAWINGS AND CALCULATIONS PREPARED BY THE FIRE PROTECTION SUBCONTRACTOR SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER 1. COLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER LICENSED IN THE STATE OF GEORGIA OR EQUIVALENT FIRE SPRINKLER CONTRACTOR'S TUBING CONFORMING TO ASTM B-88 WITH SWEAT JOINTS AND CAST OR WROUGHT CERTIFICATE SEAL, FITTINGS. ALL JOINTS 'SHALL BE MADE WITH LEAD FREE SOLDER, DOMESTIC COLD WATER ' SERVICE PIPING BELOW GRADE SHALL BE CEMENT LINED DUCTILE IRON PIPE WITH PUSH -ON JOINTS. DOMESTIC WATER BRANCH PIPING BELOW GRADE SHALL BE V T T PLUMBING FIXT V .p E SCHEDULE PROTECTED WITH SLEEVES AT ALL PENETRATIONS THROUGH CONCRETE. 2. SANITARY WASTE & VENT PIPING ABOVE GROUND SHALL BE NO -HUB FIXTURE SELECTION IS BASED ON KOHLER MODELS UNLESS OTHERWISE NOTED APPROVED CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT BE LOCATED IN RETURN AIR PLENUM SPACES. 3. SANITARY WASTE PIPING BELOW GROUND SHALL BE CAST-IRON WITH PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS, 4. ALL ABOVE GRADE HOT AND COLD DOMESTIC WATER PIPING SHALL BE INSULATED EXCEPT AT HORIZONTAL CHASE BRANCH PIPING TO INDIVIDUAL PLUMBING FIXTURES AND ON VERTICAL RISERS WITHIN SEALED CHASES.' ALL HOT WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH '1 INCH NOMINAL THICKNESS PIPE INSULATION WITH VAPOR BARRIER JACKET, ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1/2 INCH THICKNESS INSULATION ON PIPING 2" AND SMALLER, 1" THICK INSULATION ON PIPING 2 1/2" AND LARGER. OWENS-CORNING ASJ/SSLII OR EQUAL. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION STORAGE A/C ABOVE CEILING ELECTRICAL CRITERIA A/F ABOVE FLOOR CONNECTION AFF ABOVE FINISHED FLOOR CAPACITY AFG ABOVE FINISHED GRADE KW B/F BELOW FLOOR LAVATORY - PUBLIC B/G BELOW GRADE — --- CW COLD WATER PIPING c DN PIPING TURNING DOWN �4-- GV GATE/BALL VALVE H.C. HANDICAPPED — -- --- HW HOT WATER PIPING oc-- --- P—TRAP S S,W SOIL, WASTE PIPING (ABOVE GROUND) — —S_ _ S,W SOIL, WASTE PIPING (BELOW GROUND) ---��� --- UNION p— UP PIPING TURNING UP 2. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS V VENT PIPING 3. DESIGN BASIS: A.O. SMITH, POINT—OF—USE, SINGLE ELEMENT OPERATION, VTR VENT THRU ROOF F---- WCO WALL CLEANOUT , EQUAL MANUFACTURERS AS FOLLOWS: FIXTURES: ELDAY, JUST FAUCETS & TRIM: KOHLER, AMERICAN STANDARD, BRASSCRAFT, DELTA, MCGUIRE, SANITARY DASH, ZURN P1H WATER CLOSET — FLOOR MOUNTED — TANK — ELONGATED — SEAT W/COVER - PUBLIC: AMERICAN STANDARD 2216.143 - FLOOR MOUNT, TANK TYPE, COMBINATION FIXTURE, 1.5 GALLON FLUSH, VITREOUS CHINA, ELONGATED SIPHON. JET, CHROME PLATED ACTUATOR, BOLT CAPS, WHITE. SEAT — BENEKE 520—HPSS COMMERCIAL GRADE SOLID PLASTIC, ELONGATED. CLOSED FRONT SEAT WITH COVER, STAINLESS STEEL POSTS AND SELF-SUSTAINING HINGES, WHITE. SUPPLY — BRASSCRAFT OCR1912 — 1/2" O.D. X 3/8" O.D. ANGLE STOP, WHEEL HANDLE, WALL FLANGE, CHROME PLATED. P2WH LAVATORY — WALL HUNG — GRID DRAIN: KOHLER K-2005 21" X 18" WALL HUNG LAVATORY, 4" CENTERS, CONCEALED ARMS, FRONT OVERFLOW AND BACKSLASH, WHITE. FAUCET — KOHLER K-15199 SINGLE LEVER HANDLE, 4" CENTERS, FLOW RESTRICTOR, WITH GRID DRAIN REPLACEABLE CERAMIC DISC CARTRIDGE, AERATOR, 1 1/4" TAILPIECE, CHROME FINISH. SUPPLY — BRASSCRAFT SR1712A — 1/2" O.D. X 3/8" O.D. ANGLE SUPPLY, LOOSE KEY STOP, WALL FLANGE, CHROME PLATED, TRAP MCGUIRE 8902 — 1 1/4" X 1 1/2", 17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT AND WALL FLANGE, CHROME FINISH. DRAIN - MCGUIRE 155—WC - 1 1/4", 17 GAUGE OFFSET DRAIN WITH OPEN GRID STRAINER, CHROME PLATED. LAVATORY WASTE TRAP PRIMER — JAY R. SMITH 2698 — 1 1/4", 17 GAUGE ADJUSTABLE WITH CLEANOUT AND WALL FLANGE, TRAP PRIMER TUBING WITH WALL FLANGE, CHROME PLATED. PROVIDE IN LIEU OF STANDARD TRAP AT LOCATIONS INDICATED ON DRAWINGS. INSULATION KIT — HANDI LAV—GUARD MODEL 102 AND 105 — SELF FASTENING, VINYL INSULATION COVERS FOR DRAIN, TRAPS, AND SUPPLY PIPING WITH ACCESSIBLE ANGLE VALVE INSULATION COVER, WHITE. CARRIER — SMITH 700 SERIES - ADJUSTABLE FLOOR SUPPORT WITH CONCEALED ARMS. P813 ELECTRIC WATER COOLER- OASIS. OOLER:OASIS. P8ACSL WALL MOUNTED BARRIER FREE BI—LEVEL COOLERS, FRONT PUSHBUTTON OPERATION, HEAVY GAUGE STAINLESS STEEL, UNIT TO PROVIDE MINIMUM 8 GPH OF 50'F WATER WITH 90'F AMBIENT AND 8O'F SUPPLY WATER TEMPERATURE, VINYL FINISH. SUPPLY — MCGUIRE ST07 — 1/2" O.D. X 3/8" O.D., WHEEL HANDLE STOP. TRAP — MCGUIRE 8902 — 1-1/4" X 1-1/2", 17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT, CHROME FINISH. WATER HEATER SCHEDULE SYMBOL LOCATION/ STORAGE GPH HOT WATER ELECTRICAL CRITERIA NOTES CONNECTION SUPPLY MODEL NO. CAPACITY REC./TEMP. RISE OUTLET KW 1/2" P2WH LAVATORY - PUBLIC GALLONS RISE TEMPERATURE INPUT ELECTRIC WATER COOLER 1 1/4" --- 1/2' EWH-1 ABOVE CEILING/ 2 1/2 8.3/75'F 120'F 1.5 1-3 ELC-2 NOTES: 1. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE 2. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 3. DESIGN BASIS: A.O. SMITH, POINT—OF—USE, SINGLE ELEMENT OPERATION, FIXTURE SCHEDULE MINIMUM SIZE UTILITY TO FIXTURE FIXTURE # FIXTURE TYPE WASTE HOT WATER COLD WATER CONNECTION SUPPLY SUPPLY P1H WATER CLOSET— PUBLIC 4" --- 1/2" P2WH LAVATORY - PUBLIC 1 1/4" 1/2" 1/2" P86 ELECTRIC WATER COOLER 1 1/4" --- 1/2' REVISION # 57 SUMMARY A. REVISED PLAN TO MEET TENANT CRITERIA REVISION # 38 SUMMARY A. ADDED SHEET I - r i R r I 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 IVIG V I ES I Of 1401 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT ME I 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 JMW/RWF DRAWING TITLE WHITE BOX I. SCOPE 4. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE CONNECTED AS INDICATED �t 7 iZ INSTALL ALL ELECTRICAL WORK COVERED BY THE BELOW SPECIFICATIONS AND ON THE DRAWINGS. COMMON NEUTRALS AND GROUND WIRES MAY BE I' << `:�,.....:.<...............:.......:...... V..........;:..... ........I T'P;..L..:...... APPROVED DRAWINGS, PROVIDE ALL MATERIAL, LABOR TRANSPORTATION TOOLs PULLED 1N CONDUITS WHERE ONLY OPPOSITE PHASE CONDUCTORS ARE \ fI A A.......... 5" > , _..� _..[.... -... ,'.,..•'SUPERVISION, ETC., NECESSARY TO COMPLETE•THE TOTAL ELECTRICAL JOB. ALL RUN. .ALL CONDUITS SHALL HAVE A GROUND WIRE PULLED AND SHALL f ITEMS NOT SPECIFICALLY MENTIONED HEREIN WHICH ARE OBVIOUSLY NECESSARY TO COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE. ».-.-- --- f MAKE A COMPLETE WORKING INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR,i 5. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 6 AWGANDLARGER \' € '� I' I INCLUDING ANY NECESSARY FIELD ENGINEERING AND/OR DETAIL DRAWINGS REQUIRED. \. ;' € 4 P OF 2 DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS PROVIDED FOR IN "SHOP SHALL BE PHASE IDENTIFIED IN EACH ACCESSIBLE ENCLOSURE BY ONE 7- DRAWINGS". INCH WIDE PLASTIC TAPE ATTACHED TO CONDUCTORS IN A READILY - s ! ......':................ ........,........... .......... ..........: .. ...... VISIBLE LOCATION. TAPE COLORS SHALL MATCH COLOR CODE I j NL _ I]. CODES AND FEES REQUIREMENTS SPECIFIED HEREIN. � /� f :RTU 1 WIRE:4 1 MOUNTING: SURFACE I AIC: 10,000 :. AND GENERAL ELECTRIC. ,>r ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST 6. CONNECTIONS BETWEEN FIXTURE JUNCTION BOX AND FIXTURE SHALL BE VII. TEST 1 EDITION OF THE NATIONAL ELECTRICAL CODE, N.F.P.A. #70, NATIONAL ELECTRICAL MADE WITH NO 16. AWG SILICONE RUBBER INSULATED STRANDED" _ 2d LF1 2,4,6,8 ............ h. SAFETY CODE, ANSIC-2 AND ALL LOCAL AND STATE CODES AND REGULATIONS. THE FIXTURE WIRE, TYPE SIF - 2 (150?C.) OR NO. 16 AWG I B;-' 20/1 RECEPTS. 0.8 CONTRACTOR SHALL .OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED THERMOPLASTIC, NYLON JACKETED STRANDED FIXTURE WIRE, TYPE THHN I -" 5 BY THE BUILDING AND SAFETY CODES AND ORDINANCES, AND THE RULES AND (90°C,) COLOR CODE AS SPECIFIED HEREIN SHALL NOT BE REQUIRED f 1.8 LIGHTS 20 1 6 HT / REGULATIONS OF ANY LEGAL BODY HAVING JURISDICTION. 2:;................... AND APPLIANCES, TO ASSURE OPERATION IN COMPLIANCE WITH THESE F. LIGHTING FIXTURES 1 ELECTRICAL SPECIFICATIONS 2417T8/SP35 111. WORKMANSHIPk:, ABOVE SPECIFICATIONS. EW 1 20/1 RECEPT-SHOW WINDOW 0.6 DATA SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST (5) FIVE DAYS 1. UNLESS INDICATED ON DRAWINGS, BALLASTS PROVIDED WITH FIXTURES 13 ALL WORK SHALL BE NEATLY, ORDERLY AND SECURELY INSTALLED WITH CONDUITS, .. .... . . PANELS, BOXES, SWITCHES, ETC., PERPENDICULAR AND/OR PARALLEL WITH THE BOXES, WIRING TROUGHS, AND OTHER ENCLOSURES AS PERMITTED BY •:-" Tt) 3 PRINCIPAL STRUCTURAL MEMBERS, AND SHALL BE LEFT IN PROPER WORKING ORDER. THE: NATIONAL ELECTRICAL CODE. DO NOT SPLICE CONDUCTORS IN j� ••• - `'- B. E:._: PANELBOARDS, SAFETY SWITCHES, OR MOTOR CONTROL ENCLOSURES. 3 Q ; f SPACE ELECTRICAL EQUIPMENT. COORDINATE DEVICE LOCATIONS WITH DOOR SWINGS, SRA CES IN CONDUCTORS NO. 10 AWG OR SMALLER SHALL BE MADE WITH A .. : ;- � 21 CABINETS, COUNTERS, ETC., AS INDICATED ON THE ARCHITECTURAL DRAWINGS. DO ;...T .._ �06. PANEL LF1-.-...... it ... t `` -: .....:..... I. SCOPE 4. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE CONNECTED AS INDICATED �t 7 iZ INSTALL ALL ELECTRICAL WORK COVERED BY THE BELOW SPECIFICATIONS AND ON THE DRAWINGS. COMMON NEUTRALS AND GROUND WIRES MAY BE I' << `:�,.....:.<...............:.......:...... V..........;:..... ........I T'P;..L..:...... APPROVED DRAWINGS, PROVIDE ALL MATERIAL, LABOR TRANSPORTATION TOOLs PULLED 1N CONDUITS WHERE ONLY OPPOSITE PHASE CONDUCTORS ARE \ fI A A.......... 5" > , _..� _..[.... -... ,'.,..•'SUPERVISION, ETC., NECESSARY TO COMPLETE•THE TOTAL ELECTRICAL JOB. ALL RUN. .ALL CONDUITS SHALL HAVE A GROUND WIRE PULLED AND SHALL f ITEMS NOT SPECIFICALLY MENTIONED HEREIN WHICH ARE OBVIOUSLY NECESSARY TO COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE. ».-.-- --- f MAKE A COMPLETE WORKING INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR,i 5. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 6 AWGANDLARGER \' € '� I' I INCLUDING ANY NECESSARY FIELD ENGINEERING AND/OR DETAIL DRAWINGS REQUIRED. \. ;' € 4 P OF 2 DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS PROVIDED FOR IN "SHOP SHALL BE PHASE IDENTIFIED IN EACH ACCESSIBLE ENCLOSURE BY ONE 7- DRAWINGS". INCH WIDE PLASTIC TAPE ATTACHED TO CONDUCTORS IN A READILY - s ! ......':................ ........,........... .......... ..........: .. ...... VISIBLE LOCATION. TAPE COLORS SHALL MATCH COLOR CODE I j NL _ ......... i............L E I � 1 i €i I i I I l i 11 I WHITE BOX FLOOR PLAN - SUITE 1401 - ELECTRI CAL j SCALE: 1/8" = V-0" l_0i a PANELBOARD SCHEDULE - LF1 I]. CODES AND FEES REQUIREMENTS SPECIFIED HEREIN. � /� f :RTU 1 WIRE:4 1 MOUNTING: SURFACE I AIC: 10,000 :. AND GENERAL ELECTRIC. ,>r ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST 6. CONNECTIONS BETWEEN FIXTURE JUNCTION BOX AND FIXTURE SHALL BE VII. TEST 1 EDITION OF THE NATIONAL ELECTRICAL CODE, N.F.P.A. #70, NATIONAL ELECTRICAL MADE WITH NO 16. AWG SILICONE RUBBER INSULATED STRANDED" _ 2d LF1 2,4,6,8 ............ h. SAFETY CODE, ANSIC-2 AND ALL LOCAL AND STATE CODES AND REGULATIONS. THE FIXTURE WIRE, TYPE SIF - 2 (150?C.) OR NO. 16 AWG I B;-' 20/1 RECEPTS. 0.8 CONTRACTOR SHALL .OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED THERMOPLASTIC, NYLON JACKETED STRANDED FIXTURE WIRE, TYPE THHN I -" 5 BY THE BUILDING AND SAFETY CODES AND ORDINANCES, AND THE RULES AND (90°C,) COLOR CODE AS SPECIFIED HEREIN SHALL NOT BE REQUIRED f 1.8 LIGHTS 20 1 6 HT / REGULATIONS OF ANY LEGAL BODY HAVING JURISDICTION. FOR FIXTURE WIRE; HOWEVER, NEUTRAL AND GROUND CONDUCTOR SHALL AND APPLIANCES, TO ASSURE OPERATION IN COMPLIANCE WITH THESE F. LIGHTING FIXTURES 1 BE IDENTIFIED DISTINCTLY FROM PHASE CONDUCTORS AS PER THE 20/1 RECEPT-SHOW WINDOW 0.4 2417T8/SP35 111. WORKMANSHIPk:, ABOVE SPECIFICATIONS. EW 1 20/1 RECEPT-SHOW WINDOW 0.6 DATA SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST (5) FIVE DAYS 1. UNLESS INDICATED ON DRAWINGS, BALLASTS PROVIDED WITH FIXTURES 13 ALL WORK SHALL BE NEATLY, ORDERLY AND SECURELY INSTALLED WITH CONDUITS, 7. SPLICES IN CONDUCTORS SHALL BE MADE ONLY WITHIN JUNCTION Y$. -- ' ' € N SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR, WITH U.L. LABEL. PANELS, BOXES, SWITCHES, ETC., PERPENDICULAR AND/OR PARALLEL WITH THE BOXES, WIRING TROUGHS, AND OTHER ENCLOSURES AS PERMITTED BY •:-" Tt) 3 PRINCIPAL STRUCTURAL MEMBERS, AND SHALL BE LEFT IN PROPER WORKING ORDER. THE: NATIONAL ELECTRICAL CODE. DO NOT SPLICE CONDUCTORS IN j� ••• - `'- B. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF PANELBOARDS, SAFETY SWITCHES, OR MOTOR CONTROL ENCLOSURES. 3 Q ; f SPACE ELECTRICAL EQUIPMENT. COORDINATE DEVICE LOCATIONS WITH DOOR SWINGS, SRA CES IN CONDUCTORS NO. 10 AWG OR SMALLER SHALL BE MADE WITH A .. : ;- � 21 CABINETS, COUNTERS, ETC., AS INDICATED ON THE ARCHITECTURAL DRAWINGS. DO SKOTCHLOK INSULATED SPRING CONNECTORS, IDEAL WRAPPING PANEL LF1-.-...... it ... t `` -: HIGH INTENSITY DISCHARGE LAMPS, EACH BALLAST SHALL BE NOT SCALE ELECTRICAL PLANS. OBTAIN DIMENSIONS FOR LAYOUT OF EQUIPMENT INSULATED CAPS. SPLICES IN CONDUCTORS NO. 8 AWG AND LARGER ;; X FROM ARCHITECTURAL PLANS UNLESS INDICATED ON ELECTRICAL PLANS, SHALL BE MADE WITH SPLIT BOLT CONNECTORS TAPED WITH NO. 88 I i :..F1�1O � ; �.,. , A....:. ---- , VIII. GUARANTEE PROVIDE PROPER FUSES. PLASTIC ELECTRICAL TAPE UNLESS SPLICES ARE SPECIFICALLYkhI d " SPACESPACE IV. SUBSTITUTIONS INDICATED TO BE MADE WITH CRIMPING SLEEVE APPLIED TO 28 € I r ., WORK CONDUCTORS WITH HYDRAULICALLY OPERATED CRIMPING TOOL. I 1...........;„..........NL, 54 SURELITES ALL COST INCURRED BY THE ACCEPTANCE OF SUBSTITUTIONS SHALL BE BORNE BY THE 31 OF FIXTURE SCHEDULE. CONTRACTOR. PROOF FOR THE EQUALITY OF SUBSTITUTIONS SHALL BE BY THE D. JUNCTION BOXES , ...... ...._ <....................... r -._..r...---..,... - ;--- -,-- - r _,... _ SPACE CONTRACTOR. _ .. 35 SPACE` ALL JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED LITHONIA 5.3 0.6 ---- -- 36 V. U.L. APPROVAL SHEET STEEL AND COMPLY WITH ARTICLE #314 OF THE NATIONAL ELECTRICAL 3.f LIGHTOLIER LLC2URW OR EQ!.,\L BY 5.3` 0.6 RTU -4 70/3 38 CODE, FOR THE NUMBER, SIZE AND POSITION OF CONDUITS ENTERING THE SPACE 1. RECEPTACLES AND WALL SWITCHES SHALL BE OF THE TYPE AND SIZE ;a ALL ELECTRICAL ITEMS COVERED BY THIS SPECIFICATION SHALL BE U.L. LABELED BOX, SIZE OF BOX AND MAXIMUM NUMBER OF CONDUCTORS IN A BOX. 41 1. SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE AND LISTED FOR THEIR SPECIFIC USE. PRESCOLITE 5.3 0.6 ---- -- 42 LIGHTING: AND ALL STATE AND LOCAL CODES AND REQUIREMENTS OF THE UTILITY E. PANELBOARDS 0.0 VI. ELECTRICAL SERVICE COMPANY PROVIDING SERVICE AND SHALL BE PROVIDED AS PER THESE a, ALL SWITCHES SHALL BE 20 AMP 120 VOLT SPECIFICATION CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 67.7 1. SHALL BE SPECIFIED ON THE DRAWINGS. SPECIFICATIONS AND THE DRAWINGS. GRADE WITH IVORY HANDLES UNLESS OTHERWISE NOTED.'NUMBN A. ELECTRICAL SERVICE SHALL BE AS INDICATED ON THE DRAWINGS. SERVICE A/C: 0.0 PHASE B SHALL ORIGINATE AS SHOWN ON THE DRAWINGS. 2. SHALL BE BOLT -IN CIRCUIT BREAKER TYPE WITH A 100%RATED MAIN CONNECTED LOAD (AMPERES): 187.9 HEATING: 2. THE BUILDING ELECTRICAL SYSTEMS SHALL BE SOLIDLY GROUNDED BREAKER OR RATED MAIN LUGS ONLY AS NOTED ON DRAWINGS. ALL 188.3 DEMAND LOAD (AMPERES): 187.9 B. SERVICE CONNECTIONS AT SERVICE POINT SHALL BE MADE BY THE LOCAL SHALL HAVE U.L. APPROVED INTERRUPTING CAPACITY OF 22,000 AMPS 2. UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL PAY ALL COST MINIMUM UNLESS INDICATED ON DRAWINGS RMS SYM. AT VOLTAGE CARRYING PARTS OF THE ELECTRICAL SYSTEM, I.E., RACEWAYS, SPECIFICATION GRADE STRAIGHT BLADE WITH IVORY FACE, REQUIRED BY THE LOCAL UTILITY COMPANY PROVIDING SERVICES INDICATED. INDICATED ON DRAWINGS. ALL BUSSING SHALL BE COPPER. EQUIPMENT ENCLOSURES, FRAMES, JUNCTION AND OUTLET BOXES AND ELECTRICAL CONTRACTOR SHALL COORDINATE METERING, TRANSFORMER PAD, CONNECTION POINTS AND GROUNDING'WITH UTILITY'tOMPANY.1 3, SIDE AND GUTTERS SHALL HAVE MINIMUM CODE CLEARANCES. DEPTH SHALL BE 5 3/4 MINIMUM. 2. DEVICE PLATES SHALL BE IVORY COLORED AND SHALL BE PLASTIC C. THE MAIN DISCONNECT AND PANEL SHALL BE LABELED FOR SERVICE ENTRANCE` FOR POTENTIAL GROUND FAULTS. ......... i............L E I � 1 i €i I i I I l i 11 I WHITE BOX FLOOR PLAN - SUITE 1401 - ELECTRI CAL j SCALE: 1/8" = V-0" l_0i a PANELBOARD SCHEDULE - LF1 MAINS: 400A MLO EQUIPMENT, 4. APPROVED MANUFACTURERS ARE: SQUARE D, CUTLER -HAMMER, SIEMENS, 1 WIRE:4 1 MOUNTING: SURFACE I AIC: 10,000 NOTES: . AND GENERAL ELECTRIC. ,>r TRIP LOAD(KVA) POLE DESCRIPTTON LTG RCPT MTR A/C HTG KIT MISC PHASE A B C VII. TEST 1 20/1 RECEPT-TELEP. BKBD 1.0 TROFFER, WITH ELECTRONIC BALLAST, GRID METALUX ............ h. € E I E E. ,'3 _€:: .<<.. 5. TYPEWRITTEN DIRECTORIES AND PANELBOARD DESIGNATION PLATES 3 20/1 RECEPTS. 0.8 A. UPON COMPLETION OF THE WORK, A TEST OF THE INDIVIDUAL SYSTEMS SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL PANELBOARDS. 5 2 0/1 RECEPTS. 1.0 120V/10 INCLUDING ALL FEEDERS, BRANCHES, OUTLETS, LIGHTING, MOTORS APPARATUS 1.8 LIGHTS 20 1 6 HT / 7 20/1 RECEPTS. 1.0 AND APPLIANCES, TO ASSURE OPERATION IN COMPLIANCE WITH THESE F. LIGHTING FIXTURES 1 9 20/1 RECEPT-SHOW WINDOW 0.4 2417T8/SP35 SPECIFICATIONS AND THE DRAWINGS. A LETTER WITH ALL PERTINENT TEST 0.7 NIGHT EMERGENCY LIGHTS 20/1 - 10 11 20/1 RECEPT-SHOW WINDOW 0.6 DATA SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST (5) FIVE DAYS 1. UNLESS INDICATED ON DRAWINGS, BALLASTS PROVIDED WITH FIXTURES 13 20/1 EWC -- 0.8-' PRIOR TO COMPLETION OF PROJECT. SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR, WITH U.L. LABEL. 15 SPACE ALL BALLASTS FOR RAPID START LAMPS SHALL BE PREMIUM CLASS P. 1'7_ SPACE B. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR AND MATERIALS FOR BALLASTS SHALL BE FOR THE VOLTAGE OF THE CIRCUIT 30 WHICH 19 SPACE INCLUDED ANY ESSENTIAL INTERMEDIATE AND FINAL TESTS TO PROVIDE COMPLIANCE CONNECTED. BALLASTS SHALL BE PROVIDED FOR ALL FLUORESCENT AND/ 21 SPACE _ WITH THESE SPECIFICATIONS. HIGH INTENSITY DISCHARGE LAMPS, EACH BALLAST SHALL BE 23 SPACE PROTECTED BY AN INTERNAL FAST BLOWING FUSE. CONTRACTOR TO 25 SPACE - -- - -,- VIII. GUARANTEE PROVIDE PROPER FUSES. SPACE 26 27 SPACESPACE L.E.D. S. 28 € I r ., WORK SHALL BE GUARANTEED FOR ONE (1) YEAR PERIOD. 2. LAMPS SHALL BE PROVIDED FOR ALL FIXTURES I N ACCORDANCE WITH x' SURELITES SPACE 30 31 SPACE FIXTURE SCHEDULE. PRESCOLITE 5.3 0.6 RTU -5 70/3 32 IX. SPECIFICATIONS _ SPACE _ 5.3 0.6 ---- -- 34 35 SPACE` G. WIRING DEVICES LITHONIA 5.3 0.6 ---- -- 36 A. .GROUNDING 3.f LIGHTOLIER LLC2URW OR EQ!.,\L BY 5.3` 0.6 RTU -4 70/3 38 39 SPACE 1. RECEPTACLES AND WALL SWITCHES SHALL BE OF THE TYPE AND SIZE ;a SURELITES 5.3 0.6 ---- _- 40 41 1. SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE IIJDICATED BY HUBBELL, P&S, OR ARROW HART MAY BE USED. PRESCOLITE 5.3 0.6 ---- -- 42 LIGHTING: AND ALL STATE AND LOCAL CODES AND REQUIREMENTS OF THE UTILITY 0.0 0.0 0.0 0.0 133.3 0.0` 3.7 0.0 17.4 TOTAL CONNECTED LOAD: 67.7 COMPANY PROVIDING SERVICE AND SHALL BE PROVIDED AS PER THESE a, ALL SWITCHES SHALL BE 20 AMP 120 VOLT SPECIFICATION CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 67.7 MOTORS: SPECIFICATIONS AND THE DRAWINGS. GRADE WITH IVORY HANDLES UNLESS OTHERWISE NOTED.'NUMBN 199.6 A/C: 0.0 PHASE B OF POLES SHALL BE AS INDICATED ON DRAWINGS. L 175.8 CONNECTED LOAD (AMPERES): 187.9 HEATING: 2. THE BUILDING ELECTRICAL SYSTEMS SHALL BE SOLIDLY GROUNDED 22.6 188.3 DEMAND LOAD (AMPERES): 187.9 KITCHEN; SUPPLEMENTED WITH EQUIPMENT CONDUCTORS. ALL NON-CURRENT b,. DUPLEX OUTLETS SHALL BE 20 AMP 125 VOLT A.C. 3 -WIRE ' CARRYING PARTS OF THE ELECTRICAL SYSTEM, I.E., RACEWAYS, SPECIFICATION GRADE STRAIGHT BLADE WITH IVORY FACE, EQUIPMENT ENCLOSURES, FRAMES, JUNCTION AND OUTLET BOXES AND UNLESS OTHERWISE NOTED ON DRAWINGS. OTHER CONDUCTIVE ITEMS IN CLOSE PROXIMITY WITH ELECTRICAL CIRCUITS, SHALL BE GROUNDED TO PROVIDE A LOW IMPEDANCE PATH 2. DEVICE PLATES SHALL BE IVORY COLORED AND SHALL BE PLASTIC FOR POTENTIAL GROUND FAULTS. (UNLESS OTHERWISE NOTED ON DRAWINGS). z, 3. BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTORS ARE NOT SHOWN ON 3. TIME CLOCK SHALL BE PARAGON EL72 OR EQUAL. THE DRAWINGS, HOWEVER, AN EQUIPMENT GROUNDING CONDUCTOR SHALL a, BE INSTALLED 1N ALL RACEWAYS AND CABLES, H. DISCONNECT SWITCHES 2 B. RACEWAYS 1. DISCONNECT SWITCHES SHALL BE A MINIMUM OF 30 AMP, 250 VOLT RATED, HEAVY DUTY TYPE, 3 POLE WITH SOLID NEUTRAL, UNLESS. 1. ALL RACEWAYS (UNLESS NOTED HEREIN) SHALL BE ELECTRICAL OTHERWISE NOTED. ......... i............L E I � 1 i €i I i I I l i 11 I WHITE BOX FLOOR PLAN - SUITE 1401 - ELECTRI CAL j SCALE: 1/8" = V-0" l_0i a PANELBOARD SCHEDULE - LF1 MAINS: 400A MLO VOLTAGE: 508/120 I PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE I AIC: 10,000 NOTES: . CKT # TRIP LOAD(KVA) POLE DESCRIPTTON LTG RCPT MTR A/C HTG KIT MISC PHASE A B C LOAD(KVA) TRIP CKT MISC KIT HTG A/C MTR RCPT LTG DESCRIPTION POLE # 1 20/1 RECEPT-TELEP. BKBD 1.0 TROFFER, WITH ELECTRONIC BALLAST, GRID METALUX ............ h. € E I E E. ,'3 _€:: .<<.. 0.051.6 LIGHTS 20/1 2 3 20/1 RECEPTS. 0.8 LF1-12 2#12,1#12G -1/2"C. _ 1.5 LIGHTS 20/1 4 5 2 0/1 RECEPTS. 1.0 120V/10 CKT. W/LTS, 1.8 LIGHTS 20 1 6 HT / 7 20/1 RECEPTS. 1.0 1.8 LIGHTS 20/1 $ 9 20/1 RECEPT-SHOW WINDOW 0.4 2417T8/SP35 120V. 0.7 NIGHT EMERGENCY LIGHTS 20/1 - 10 11 20/1 RECEPT-SHOW WINDOW 0.6 1.5 WATER HEATER EWH-1 20/1 12 13 20/1 EWC -- 0.8-' SPACE 14 15 SPACE SPACE 16 1'7_ SPACE SPACE 18 19 SPACE INCLUDED 120V. SPACE 20 21 SPACE _ SPACE 22 23 SPACE SPACE 24 25 SPACE - -- - -,- SPACE 26 27 SPACESPACE L.E.D. 120V., PENDANT MOUNTED 28 € I r ., 29 SPACE POLYCARBONATE, RED LETTERS SURELITES SPACE 30 31 SPACE PRESCOLITE 5.3 0.6 RTU -5 70/3 32 33 _ SPACE _ 5.3 0.6 ---- -- 34 35 SPACE` LITHONIA 5.3 0.6 ---- -- 36 37 SPACE - COMBINATION EXIT/EMERGENCY, ' LIGHTOLIER LLC2URW OR EQ!.,\L BY 5.3` 0.6 RTU -4 70/3 38 39 SPACE POLYCARBONATE, RED LETTERS SURELITES 5.3 0.6 ---- _- 40 41 SPACE F0.045.9 PRESCOLITE 5.3 0.6 ---- -- 42 LIGHTING: 7.4 0.0 4.8 12.6 0.0 0.0 0.0 0.0 133.3 0.0` 3.7 0.0 17.4 TOTAL CONNECTED LOAD: 67.7 RECEPTACLES: 4.8 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 67.7 MOTORS: 6.3 PHASE A 24.0 199.6 A/C: 0.0 PHASE B 21.1 175.8 CONNECTED LOAD (AMPERES): 187.9 HEATING: 49.2 PHASE C 22.6 188.3 DEMAND LOAD (AMPERES): 187.9 KITCHEN; 0.0 KVA. JAMPS 0.0 MIN. PANEL AMPACITY: 193.1 MISCELLANEOUS: METALLIC TUBING (EMT) AND SHALL BE FERROUS GALVANIZED CONDUIT r' AND SHALL COMPLY WITH ARTICLE #358 OF THE NATIONAL ELECTRICAL PROVIDE LOCK -ON DEVICE 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 7. N KEY NOTES: 0 24" X 24" X 3/4" PAINTED PLYWOOD TELEPHONE BACKBOARD. EXTEND 1" EMPTY CONDUIT TO LANDLORD'S TELEPHONE CABINET. 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 t WITH PULL WIRE TO TENANT PANEL AND TERMINATE. f� O DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING TILE ABOVE SHOW WINDOW, `s 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 DEVICEG OR FIXTURE IS SERVED FROM IN TENANT PANEL .f 60 FIXTURE NOTED WITH "NL" SHALL BE A NIGHTLIGHT THAT OPERATES 24 HRS., CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN. "c M EQUIPMENT MECHANICAL E UIPM TT CONNECTION SCHEDULE LIGHTING FIXTU E SCHEDULE VOLTAGE TYPE DESCRIPTION MANUFACTURER CATALOG N.O. LAMPS NOTES A 2' X 4', 4 -LAMP RECESSED ACRYLIC LENS LIGHTOLIER XP2GVA43212004 OR EQUAL BY 4-F32T8/SP35 120V. RTU -5 TROFFER, WITH ELECTRONIC BALLAST, GRID METALUX 3#4,1#86-1"C. INCLUDED W/UNIT ON ROOF TYPE, COLUMBIA LF1-12 2#12,1#12G -1/2"C. 30/2/1 ABOVE CEILING DAYBRITE 120V/10 CKT. W/LTS, 2#12,1#12G -1/2"C. INCLUDED W/UNIT LITHONIA 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 L.E.D. 120V., PENDANT MOUNTED COMBINATION EXIT/EMERGENCY, LIGHTOLIER LLC2URW-PENDANT OR EQUAL BY XA POLYCARBONATE, RED LETTERS SURELITES WITH CENTER OF FIXTURE PRESCOLITE 9'-6" AFF. CHLORIDE LITHONIA COMBINATION EXIT/EMERGENCY, ' LIGHTOLIER LLC2URW OR EQ!.,\L BY L.E.D. 120V., WALL MOUNTED XB POLYCARBONATE, RED LETTERS SURELITES WITH CENTER OF FIXTURE PRESCOLITE 12" ABOVE DOOR FRAME. CHLORIDE LITHONIA GROUND - GREEN 7. N KEY NOTES: 0 24" X 24" X 3/4" PAINTED PLYWOOD TELEPHONE BACKBOARD. EXTEND 1" EMPTY CONDUIT TO LANDLORD'S TELEPHONE CABINET. 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 t WITH PULL WIRE TO TENANT PANEL AND TERMINATE. f� O DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING TILE ABOVE SHOW WINDOW, `s 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 DEVICEG OR FIXTURE IS SERVED FROM IN TENANT PANEL .f 60 FIXTURE NOTED WITH "NL" SHALL BE A NIGHTLIGHT THAT OPERATES 24 HRS., CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN. "c M EQUIPMENT MECHANICAL E UIPM TT CONNECTION SCHEDULE DESCRIPTION VOLTAGE CIRCUIT CONDUCTORS DISCONNECT NOTES RTU -4 208V/30 LF1-38 3#4,1#8G -1"C. INCLUDED W/UNIT ON ROOF RTU -5 208V/30 LF1-32 3#4,1#86-1"C. INCLUDED W/UNIT ON ROOF EWH-1 120V/10 LF1-12 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 I H I'L L I P P'ASRTNERSHIP Architecture - Interior Design •'Plannirig y i 770.3941616 r&" 770.3941314 RF RE K J I A ANCHOR g L s C D E F G H RC CONSULTANT 71111 Jordan & Skala Engineers, Inc. I� Project NLrnber • 0410070 �5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 171 EMU jse0jordanskola,com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL 0 C011 REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX Q 03/18/05 WHITE BOX MODIFICATION 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. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT MOVIESTOP Of 1401 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT Y NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150` ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9541 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE WHITE BOX FLOOR PLAN ELECTRICAL SHEET NUMBER rc I H I'L L I P P'ASRTNERSHIP Architecture - Interior Design •'Plannirig y i 770.3941616 r&" 770.3941314 RF RE K J I A ANCHOR g L s C D E F G H RC CONSULTANT 71111 Jordan & Skala Engineers, Inc. I� Project NLrnber • 0410070 �5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 171 EMU jse0jordanskola,com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL 0 C011 REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX Q 03/18/05 WHITE BOX MODIFICATION 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. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT MOVIESTOP Of 1401 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT Y NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150` ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9541 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE WHITE BOX FLOOR PLAN ELECTRICAL SHEET NUMBER