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HomeMy WebLinkAbout2251 WP Ball Blvd 04-2574 New build World Marketr � ,, �: NORTH 1 SHELL FLOOR PLAN Ir 7k \� %KA-1.1 SCALE: 118"=1'-0" NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. SHELL PLAN KEYNOTES: 1� SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. ODOMESTIC WATER. NEW WATER SERVICE - SEE PLUMBING DRAWINGS. OFIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. OTRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. OELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. OHOUSE PANEL. SEE ELECTRICAL DRAWINGS. OTELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. ONOT USED. ODOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10 CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ ARCHITECT. 11 NEW 6" CURB - SEE CIVIL DWGS. 12 APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13 TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14 EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15 STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO 16 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. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO 20 DOORS AND PROVIDE MIN. 8'-0" LONG BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. OROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS. 23 STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE. HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO 24 ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. 25 ALUMINUM AWNING ABOVE, TYPICAL. 25 ALUMINUM AWNING ABOVE, TYPICAL. 26 GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ADJACENT SURFACE 27 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 42" H. GUARDRAIL W/ CHAIN LINK- PAINT. SEE DETAILS FOR 28 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. 6"x6" STEEL TUBE COLUMN 35 SCREEN WALL - SEE ELEVATIONS & STRUCTURAL D'14GS. REVISION # 3 SUMMARY A. RELOCATED RTU'S TO COORD. W/ STRUCT. B. UPDATED DIM. C. CLARIFIED LOADING DOCK WALL DIM. REVISION # 13 SUMMARY A. UPDATED GENERAL NOTES B. REVISED PILASTERS C. REMOVED GAS SERVICE REVISION # 16 SUMMARY A. CLARIFIED DIMENSIONS B. RELOCATED RUG WALL PER TENANT COMMENTS C. ADDED TAG REVISION # 31 SUMMARY A. COORDINATED LOCATION OF UTILITIES B. RELOCATE ROOF HATCH AND LADDER i I mpmm'6HILLIPS ow-p-M P A R T N E R S H I P Architecture • Interior Design ■ Planning Phan 770.394.1616 770.394.1314 R.F RE JK. I FA �' C D E F G H R � Al`lCHOR B CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. V/E ITEMS ® 08/02/ 04 INTERIOR UPFIT Q 09/15/04 TENANT COMMENTS 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_ Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT -j (iOST PLUS WST __1LU_ ORLD MARKET 2251 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 CO/DEB DRAWING TITLE SHELL FLOOR PLAN AC AA GENERAL ROOF NOTES 1. SEE MECHANICAL/PLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS (SUPPLIED THROUGN' TRANE' -NO SUBSTITUTIONS). 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/4" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEETA-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS PIPING TO BE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. 14. ALL DOWNSPOUTS AT SCUPPERS TO BE 8"x8" U.N.O.. ALL DOWNPOUTS AT GUTTERS TO BE 10"x8" PREFINISHED ALUMINUM., U.N.O.. ROOF PLAN LEGEND DS GUTTER AND DOWNSPOUT, SEE NOTE 14. AND DETAILS. COPING DBE X'-X" -0�- DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL 1 CANOPY ROOF PLAN KA 1.4 SCALE; 1/8"=1'-0" 0 EF NEW ROOF TOP UNIT INDICATES DIRECTION OF DOWNWARD SLOPE ROOF TOP WALK PAD EXHAUST FAN REVISION # 3 SUMMARY A. RE -LOCATED RTU'S TO COORD. W/ STRUCT. B. UPDATED ROOFING MEMBRANE THICKNESS REVISION # 13 SUMMARY A. REVISED DOG HOUSE B. REMOVED ROOF PATH C. REMOVED COLUMNS REVISION # 31 SUMMARY A. RELOCATE ROOF HATCH & LADDER & ADJUST WALK PADS PHILLIPS P A R T N E R S H I P Architecture a Interior Design a Planning Phone 770.3941616 Fax 770.394.1314 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. Q 07/ 26/ 04 MISC. V/E ITEMS 0 09/15/04 TENANT COMMENTS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project ars indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT PROJECT E MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 111111 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 05/ 14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE ROOF PLAN IOU I I UM Ut- I KAUK SEE DET. 20B/KA8.2 SEE DET. 20B/KA8.2 NORTH 1 REFLECTED CEILING PLAN r In KA-1.6 SCALE: 1/8"=1' 0" REVISION # 16 SUMMARY A. ADDED SHEET REVISION # 31 SUMMARY A. COORDINATED LIGHTS LAY -OUT B. CLARIFIED CLG. HEIGHT C. CLARIFIED MECH. UNITS LOCATIONS D. RELOCATE ROOF HATCH & ACCESS LADDER GENERAL NOTES A. COORDINATION: Al.: THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF AND ASSIST THE CEILING, ELECTRICAL AND VARIOUS SUB —CONTRACTORS IN THE INSTALLATION OF LIGHTS, DIFFUSERS, GRILLES AND PIPING THAT ARE TO BE INSTALLED IN CONJUNCTION WITH THE SUSPENDED CEILING SYSTEM. A2.: SUSPENDED CEILING AND ELECTRICAL CONTRACTORS SHALL COORDINATE WITH A/C SUBCONTRACTOR TO AVOID CONFLICT DETAILS. 1. IF CONFLICT SHOULD OCCUR ON CEILING LAYOUTS BETWEEN MECHANICAL, ELECTRICAL, OR OTHER ENGINEERS, THE ARCHITECT'S PLANS SHALL GOVERN. 2. LOCATION OF LUMINAIRES AND OTHER ITEMS AS SPECIFIED ON REFLECTED CEILING PLAN AND RELATED DOCUMENTS, SHALL NOT BE CHANGED WITHOUT APPROVAL IN WRITING BY THE ARCHITECT. 3. AT COMPLETION OF CEILING INSTALLATION AND ADJUSTMENT OF MATERIALS, ANY ACOUSTICAL TILES WHICH HAVE BEEN SOILED OR DAMAGED SHALL BE REPLACED WITH NEW TILES AND OR REPAINTED. 4. THE SUSPENDED CEILING SHALL BE ABSOLUTELY LEVEL & WITHOUT SAGS, ALL BARS IN TRUE ALIGNMENT & PARALLEL. USE OF LASER BEAM SYSTEM RECOMMENDED (OPTIONAL). T—BAR GRID SHALL BE INSTALLED ONLY AFTER FINAL ROOFING HAS BEEN COMPLETED. ACOUSTICAL TILES SHALL BE INSTALLED ONLY AFTER BUILDING HAS BEEN COMPLETELY CLOSED IN. 5. SEE MECHANICAL DWG. FOR DUCT AND DIFFUSER LOCATIONS. 6. INSTALL SPRINKLER HEADS SYMMETRICALLY AND HARMONIOUSLY IN ALIGNMENT WITH RESPECT TO LUMINARIES AND OTHER CEILING FIXTURES. 7. ALL SPRINKLER LINE TO BE INSTALLED AS CLOSE AS POSSIBLE TO STRUCTURE ABOVE. A. ALL EXPOSED CONSTRUCTION TO BE UPRIGHT SPRINKLER HEADS_ 8. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED AND APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED CEILING HEIGHT. 9• INSTALL CEILING FIXTURES SMALLER THAN 2' X 2' IN CENTER OF CEILING TILE. ALL CEILING ELEMENTS TO BE LOCATED AT CENTER OF CEILING TILE, U.O.N.. 10. FOR TYPICAL SEISMIC BRACING AT CEILING, SEE SHEET KA8.2. PROVIDE ONE CEILING BRACING ASSEMBLY FOR EVERY 144 SQUARE FEET OF ACOUSTICAL TILE CEILING, OR AS REQUIRED BY LOCAL JURISDICTIONS 11. INSTALL UNDERWRITERS LABORATORIES, INC. (U.L.) LABELED DEVICES THROUGHOUT, AS REQUIRED BY CODE. 12. TESTING OF EMERGENCY LIGHTING IS REQUIRED AS PER STATE & LOCAL JURISDICTION. CONTRACTOR TO CALL FOR TESTING PRIOR TO FINAL INSPECTION (TESTING MUST BE BY DISCONNECTING MAIN). 13. SUPPORT STRUTS SHALL RETAIN A 5—WIRE POWER CABLE. SUPPORT STRUTS SHALL BE 16 GAUGE GALVANIZED STEEL, 1 3/4" x 1 3/4" OUTSIDE DIMENSION WITH INTEGRAL BEAD TO SUPPORT FLAT CABLE. 14, CABLE SHALL BE RATED FOR 208V 3—PHASE 4—WIRE SERVICE WITH A CONTINUOUS GROUND CONDUCTOR — SITE INSPECT TO CHECK VOLTAGE. 15. ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH PHILLIPS OR OSRAM TS, 3500 LAMPS, AND MAGNETIC ELECTRONIC TS BALLAST OR ADVANCE "DISCREET" ELECTRONIC TS BALLAST. 16. LIGHTING PLAN SERVES AS REFERENCE ONLY FOR DIAGRAMMATIC PURPOSES. A SITE —SPECIFIC LIGHTING PLAN SHALL BE DEVELOPED AND PROVIDED BY ELECTRICAL ENGINEER FOR EACH PROJECT. 17. PROVIDE SEISMIC BRACING AND COMPRESSION STRUTS AS REQUIRED BY GOVERNING CODES. LIGHT FIXTURES SHALL BE SUSPENDED IN COMPLIANCE WITH GOVERNING CODES. 18. CONTRACTOR TO LAY ACOUSTICAL TILE CEILING FROM CENTER OF ROOM BOTH WAYS. SEE REFLECTED CEILING PLAN FOR DESIGN INTENT. 18' FLUORESCENT STRIP LIGHT FIXTURE 0 PENDANT HUNG DOME LIGHT FIXTURE 04 TRACK MOUNTED FLOODLIGHT FIXTURE, SEE DETAIL 20 U.O.N. (:;* 49 EMERGENCY LIGHT FIXTURE, MOUNT AT 18'-0" A.F.F. VERIFY WITH LOCAL FIRE MARSHALL F0 EXIT LIGHT OR COMBINATION EXIT/EMERGENCY LIGHT, MOUNT LIGHT ABOVE DOOR, TYP, �HZACEXHAUST/ RRN DIUSS ETUFER- SEE MECH. D�WGS�l. HVAC SUPPLY DIFUSSER�SEQIMF.CH. DW S. 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE ® HIGH PRESSURE SODIUM FLOODLIGHT (NIGHT LIGHT), MOUNT AT BOTTOM OF STRUCTURE O LIGHT FIXTURE TYPE, SEE LIGHT FIXTURE SCHEDULE- FI FC;TRIrAI gHPPT. LEGENDSCALE: ' 5 N.T.S. PHILLIPS 000010� fts P A RT N E R S H I P Architecture - Interior Design • Planning Phone 770.394.1616 F- 770.394.1314 F;F p I a ` p G H R A 'ANCHOR 8 E r CONSULTANT SEAL REVISIONS # DATE DESCRIPTION A 08/02/ 04 INTERIOR UPFIT 0 09/15/04 TENANT COMMENTS 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 2251 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 C DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE REFLECTED CEILING PLAN SHEET NUMBER KA=1 m6 16 A •010 a I 1 STOCK I I 10 I I E I I MARKETPLACE I ELECTRICAL 211z IN. R. 31 S CE 00 S C II Z — — — 3 D D A3.2 B 0 34„ 8'-114„ 31 31 C 20 16 JANITOR E 15 4 � A 24 ' B 1 F.D. A3.1 26 REDU( / I KA8.1 STRIP 30 D I F_CABINETRY COUNTING I � � 8 u") U 12 4 KA8.3 I 2'-10 3/4" C 6 GENERAL 11 OFFICE CTR. • I 10'-0" CLR. TYP_ C ® I 6 i I B I D 3 B �= 9 �IQ. E I A3.2 i TYP- OF 9 A I �I 9 28 I C 1 31 p 2 I TELE/DATA D A3.2 B 7 B1 4'-112" C 12 A CTR. KA8.3 A TYP_ _ CLR — p0 E CABINETRY ,� 0 0 �w W ° Q D 26 ,_a„ QZU CL r CL L oo°� E ���� C Q U° Q F.S. 24 8 r 2 7 1 o= �- Z co KA8.3 KA8.3 CTR. D A32 B v? 0 W N U N ,1 SINK _ TYP. 7 A BREA � C7c7 3 `27 ROO a I I T-0" 1'-10" B 1 D I CLR CLR 1 5 E a F I EXTENT OF FRP PA L I I ® ®% EXIT 28 13 5IS" A C 15'-44" A RED RCP R 31 CORRIDOR KA8.1 26 e 120 23 17 KA8.1 A3.1 I U 31 05'-0" MIN. A 6 E CLR. TURNING RADIUS 29 Cc 14 1 / I o5'-0„ / C I \ 00 0 I I J I TIN. CLR. 5 IURN N20 \ G I11 D A3.1 B/ RADIUS D B 14 1 C 13 \/ A3.1 / o A . I a 27 D r ! F.D.I 14 I F L— -- — I I I 13 13 I 1 B1 I AD I T1 ° :� a. Q ° MEN E WOMEN E E 2 5� 1 I 7 114" 8'-5 5/8" 18 9'-9 1/4" I 3" 19'-9 3/4" lo F E.1 s 16 OFFICE & RESTROOM AREA PLAN KA 21 SCALE: 1/4"=1'-0" OFFICE & RESTROOM AREA PLAN E.1 AB z Q � in S P.1 Q U LL. 00 ............. T FF (^ll ' 12 A.D.A. ; O � ;I IF REG # 2 I v REG # 1 1 1 „ II CD 12 O I' LU r REG #4 L9 REG #3 23'-6 1/4" O O r w REG #6 REG #5 ; co II I",_ CD CS7 -WALKER DUCT 8 CHECKOUT AREA PLAN KA 21 SCALE: 1/4"=1'-0" z2 ;i — 1530 1545 1560 IN 1555 — 1570 GENERAL SHEET NOTES 1. ALL FLOOR OUTLETS SHALL HAVE BRASS COVERS 2. ALL OUTLETS, PHONE AND DATA JACKS AT THE OFFICES SHALL BE LOCATED AT 15" A.F.F. UNLESS OTHERWISE NOTED. 3, ALL OUTLETS, PHONE AND DATA JACKS AT THE CASH WRAP COUNTERS SHALL BE LOCATED AT 12" A.F.F. 4. ALL 4-PLEX OUTLETS SHALL BE ISOLATED GROUND CIRCUITS, TYPICAL. 5, PROVIDE ISOLATED GROUND CIRCUITS FOR THE OUTLETS AT THE COUNTING ROOM, CASH WRAPS AND TIME CLOCK. ALL CIRCUITS IN THE COUNTING ROOM AND THE ISP RACK TO BE DEDICATED. PHILLIPS 6. PROVIDE CHASE WALL FOR UNDERGROUND FEED FOR CHECKOUT STANDS, IN EXISTING SPACES. 7. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. P A R T N E R e J H , P 8. CONTRACTOR TO PROVIDE ACCESSIBILITY SIGN AS PER 6/KT2.1. COORDINATE LOCATION WITH COST PLUS FIELD REPRESENTATIVE. Architecture - Interior Design -Planning Phone 770.394.1616 770.394.1314 RF RE J I A I- a E F G H R �ANCHOR g C D CONSULTANT SHEET KEY NOTES SEAL STEEL COLUMN, SEE STRUCTURAL DRAWINGS 2❑ 18"D x 36"W x 78"H LOCKERS (N.I.C.) 30 REFRIGERATOR (N.I.C.) ® SAFE (N.I.C.) FILING CABINETS (N.I.C.) UNDER CABINETRY © 60"L x 30"D DESK (N.I.C.) REVISIONS # DATE DESCRIPTION 70 60" x 30" TABLE AND CHAIRS (N.I.C.) A 08/02/04 INTERIOR LIPFIT ® TIMECLOCK (N.I.C.), 42" A.F.F. © 09/15/04 TENANT COMMENTS ® 2" ACCESS HOLE WITH GROMET ABOVE DUPLEX OUTLETS, TYP. OF 9 IN GENERAL OFFICE AND COUNTING ROOM. REFER TO ELECTRICAL DRAWINGS FOR OUTLET LOCATION 10 ELECTRICAL PANELS, TYPICAL 11 3/4" PLYWOOD WALL FOR PHONE BACKBOARD TO +8'-0" A. F.F. 12 ACCESSIBLE CHECK OUT COUNTERS. VERIFY LOCATION WITH FIXTURE PLAN AND COST PLUS REPRESENTITIVE. 13 WATER CLOSET FI-41 LAVATORY 15 MOP SINK This document is ® Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with 16 BROOM SHELF ABOVE 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, 17 ACCESSIBLE DRINKING FOUNTAIN TENANT [181 WATER HEATER ABOVE. REFER TO 24/ KA3.1. GOS7 PLUS', 1 � NOT USED WOR"LD MARKET 20 ACCESS LADDER TO ROOF, SEE DETAIL 5/ KA3.2. 21 KEYPAD (N.I.C.) VERIFY LOCATION WITH 2251 W.P. BALL BOULEVARD COST PLUS CONSTRUCTION MANAGER 22 CART RAIL, N.I.C. PROJECT 23 RECESSED WALKER DUCT, SEE ELEC. DWGS. VERIFY LOCATION WITH FIXTURE PLAN AND COST PLUS THE MARKETPLACE REPRESENTITIVE. 24 SODA MACHINE (N.I.C.) AT SEMINOLE TOWNE CENTER 25 NOT USED 26 THREE -COMPARTMENT SINK 27 6" BOLLARD, SEE DETAIL 26 / KA8.3. SANFORD, FLORIDA 28 HVAC SENSORS CLIENT 29 PROVIDE FLAT CONCRETE LANDING AS NOTED 30 IF REQUIRED BY LOCAL JURISDICTION, PROVIDE FIXED LADDER FOR ACCESS TO HOT WATER HEATER REVISION # 16 SUMMARY LEGEND A. ADDED SHEET WALL PARTITION REVISION # 31 SUMMARY A. RELOCATE ROOF HATCH & LADDER METAL STUD PARTITION W/SOUND INSULATION B. ADDED DETAIL FOR RESTROOMS LAYOUT 31 p ' . 4' � � �. '�,: � IL -UP CONCRETE WALL C. CLARIFIED INT. ELEVATIONS D. CLARIFIED WALL TYPE WALL TYPE, SEE DET. KA8.1 E. CLARIFIED INSULATION NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6565 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE ENLARGED PLANS SHEET NUMBER =2■ 16 F SCALE: 114"=1'-0" a } DESIGNER NOTE 1. FOR PROJECT REQUIRING TOILET PARTITIONS, USE AMERICAN SANITARY PARTITION CORPORATION- COLOR #95 BEIGE. cc TOILET ROOM ACCESSORIES No. MODEL No. ACCESSORY DESCRIPTION ❑1 56393 FORT JAMES MARK II CRANK ROLL TOWEL DISPENSER 2 401 -45 BRADLEY SANITARY NAPKIN DISPENSER ❑3 571 -20 FORT JAMES CORP. POLISHED CHROME DOUBLE ROLL TOILET PAPER DISPENSER ® 57721 FORT JAMES CHROME PLASTIC SEAT COVER DISPENSER 5 230-050 LAGASSE GREY PLASTIC SOAP DISPENSER © 7805 BRADLEY 24x36 MIRROR 07 812-001 BRADLEY GRAB BARS (36" & 48" LENGTHS) NOTE: SAFE WEIGHS 3000 LBS. ® - DEODORIZER TIME MIST DISPENSER SCALE: 1:1 F-9] B-287 BOBRICK FOLDING UTILITY SHELF SAFE N.T.S. 26 10 - KOALA BEAR CARE PLASTIC BABY CHANGING STATION 11 B-353 BOBRICK SANITARY NAPKING DISPOSAL GYP. BD. @ ALL 12 B-212 BOBRICK CLOTHES HOOK AND BUMPER WALLS, TYP. 13 57120 FORT JAMES OPEN SELF -LOCK P-1 P-2 TISSUE ROOM ACCESSORIES NOTES: SIGNAGE: "EMERGENCY ALL BOBRICK AND/OR BRADLEY ACCESSORIES ARE SATIN FINISH EXIT ONLY. ALARM WILL M� SOUND IF OPENED" STAINLESS STEEL. NO SUBSTITUTIONS TOILET ROOM FIXTURES, ACCESSORIES, FINISHES, SIGNS, ETC., TEV SHALL COMPLY WITH APPLICABLE ACCESSIBILITY REGULATIONS. � ALL FORT JAMES TOILET ROOM ACCESSORIES ARE TO BE PURCHASED BY THE GENERAL CONTRACTOR FROM UNISOURCE, 4" VINYL BASE ACCESSIBLE HI-Lo 510 985 2471, ATTN. JERRY BAER. THE TOILET ROOM DEODERIZER ALL AROUND, TYP. ELEC. WATER COOLER, IS TO BE PURCHASED AND INSTALLED BY COST PLUS INC. SEE PLUMB. DWGS. ALCOVE SECTION SCALE- 1-48 1/4 10 27 ACCESSIBILITY SIGNAGE, SEE DETAIL 2/T2.2 ELEC. WATER GYP. BD. @ ALL 27 COOLER ALCOVE WALLS, TYP. SIGNAGE: "EMPLOYEES ONLY" 4" VINYL BASE -1 u J 4" VINYL BASE ALL AROUND, TYP. ACCESSIBLE HI-LO ALL AROUND, TYP. ELEC. WATER COOLER, SEE PLUMB. DWGS. ELEVATION ELEVATION A C EXIT CORRIDOR INTERIOR ELEVATION SCALE 1: 48 23 1/4 1 0 PROVIDE FIXED LADDER IF REQUIRED. STRAPPED STRAPPED WATER WATER HEATER IN METAL PAN. HEATER IN METALPAN. DRAIN TO DRAIN TO MOP SINK, SEE PLUMB. FIXT. OP SINK, SEE w � o � o o - PLUMB.FIXT. SCHED Q_ o o SCHED. o o rr �CDm � �wFRP-1 W cV Li w Q:� W [1-1CDLvu L'i Li L LLB =)0- LQ - __ MOP & BROOM RACK a CD BY BOBRICK No. l- o 00 o 0 o B-224x36, OR oU a o z o z APPROVED EQUAL. o z MOP o z LC) Cr _ MOUNT ABOVE MOP SINK oa a_ SINK. `� d of VINYL BASE, SEE VINYL BASE, SEE VINYL BASE, SEE FIN. SCHED. FIN. SCHED. FIN. SCHED. FRP-1 FRP-1 ELEVATION A ELEVATION ELEVATION B D JANITOR ROOM INTERIOR ELEVATIONS SCALE- 1: 48 24 1/4 — 1 0 GYP, BD. GYP. BD. GYP. BD. CEILING FRP-1 CEILING FRP-1 8 P-2 FRP-1 CEILING 4" MIN 6 LAVATORY 7 31 c 1 7 5 36'BAR AB 5 3l g � 48" GRAB 4 SLAVATORY �i BAR - - 00 0- J X X Q X O I— _ � m ¢ z z ¢ v) o x� oo�� o o Z d N O 0 CLATE OSET 2 6" COVED SHEET -3 6" COVED SHEET 31 D 6" COVED SHEET VINYL BASE @ VINYL BASE @ VINYL BASE @ALL ALL WALLS, TYP. ALL WALLS, TYP. WALLS, TYP. ELEVATION ELEVATION ELEVATION A B C VARIES B.O. ROOF JOIST + 15'-0" A.F.F. „T - +10'-0" A.F.F. T.O. LEDGER +5'-0" A.F.F. T.O. LEDGER +1'-0" A.F.F. T.O. LEDGER +0'-0" A.F.F. T.O. SLAB VARIES ',-r B.O. ROOF JOIST +15'-0" A.F.F. B.O. LT. FIXT. AT PERIMETER WALLS +10'-0" A.F.F. T.O. LEDGER +5'-0" A.F.F. T.O. LEDGER +1'-0" A.F.F. T.O. LEDGER +0'-0" A.F.F. T.O. SLAB PAINT AREA (SHOWN HATCHED) "BILLIARD GREEN" TO +10'-0" A.F,F, P-3 �+ 25'-6 3/8" 0 P-6 P-1 ------------------------------- RUG WALL DISPLAY, SEE SHT. A9.2 FOR TYP. LC P-1 NOTES & DETAILS LINE OF BOTTOM OF TYPE `A' & `D1' LIGHT FIXTURES IN FRONT OF RUG DISPLAY WALL P-3 5A FIXT. BLKG. A8.3 P TY. � (SEE PLAN FOR LENGTH) LINE OF BOTTOM OF TYPE `A' LIGHT FIXTURE, TYPICAL — P-1 ELEVATION A 24 15 A8.1 A8.1 LINE OF BOTTOM OF TYPE 'A' P-1 LIGHT FIXTURE, TYPICAL LINE OF BOTTOM OF TYPE `A' LIGHT FIXTURE, TYPICAL — VARIES B.O. ROOF JOIST N J +15'-0" A.F.F. B.O. LT. FIXT. AT PERIMETER WALLS +10'-0" A.F.F. T.O. LEDGER +5'-0" A.F.F. T.O. LEDGER +1'-0" A.F.F. VARIES B.O. ROOF JOIST +15'-0" A.F.F. T.O. LEDGER +0'-0" A.F.F. T.O. SLAB — B.0- LT. FIXT. AT Nip PERIMETER WALLS f +10'-0" A.F.F. rik T.O. LEDGER +5'-0" A.F.F. r-1 T.O. LEDGER 4 +1'-0" A.F.F. T.-0" A.F.F.O SIGNAGE: "EMERGENCY 0' . LEDGER + 5A FIXT. BLKG. 31 B KEYPAD, N.I.C. VERIFY EXIT ONLY. ALARM WILL P-1 TYP. LOCATION WITH COST P-1 T.O. SLAB A8.3 (SEE PLAN FOR LENGTH) PLUS CONSTRUCTION SOUND IF OPENED" MANAGER ELEVATION B VARIES LINE OF BOTTOM OF TYPE B.O. ROOF JOIST `A' & `D1' LIGHT FIXTURES IN LINE OF BOTTOM OF TYPE `A' FRONT OF CHAIR DISPLAY WALL LIGHT FIXTURE, TYPICAL 15' 0" AFF 5A FIXT. BLKG. �1 A8.3 TYP.(SEE PLAN FOR LENGTH) VARIES B.O. ROOF JOIST LINE OF BOTTOM OF TYPE `A' +15'-0" A.F.F. LIGHT FIXTURE, TYPICAL B.C. LT. FIXT. AT PERIMETER WALLS w _7"±21._0" T.O. LEDGER +5'-0" A.F.F.\% T.O. LEDGER i co /\ +V-0" A.F.F. T.O. LEDGER +0'-0" A.F.F. PAINT AREA (SHOWN T.0- SLAB P-1 HATCHED) "BILLIARD P-1 GREEN" TO +] 0'-0" A.F.F. NOTE: VERIFY ALL SALES FLOOR LEDGER LOCATIONS AND HEIGHTS WITH COST PLUS CONSTRUCTION MANAGER ✓/\JL � TILL IY(ILLJ, I I I ELEVATION D LINE OF DR. SWING, KEEP CLEAR PHILLIPS _Nunn P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3943616 P- 770.394.1314 RE U I i E F G H R A FNCHOR 6 C D CONSULTANT SEAL REVISIONS + - B.O. LT. FIXT. AT # DATE DESCRIPTION PERIMETER WALLS ® 08/02/04 INTERIOR UPFIT 09/15/04 TENANT COMMENTS I I�-------- ---II I N +8'-0" A.F.F. 01 T.O. LEDGER +4'-0" A.F.F. II II I - T.O. LEDGER +1'-0" A.F.F. -- ----- -- T.O. LEDGER CHAIR WALL DISPLAY, SEE SHT. A9.2 FOR TYP. 5B FIXT. BLKG. TYP. T.O. SLAB NOTES & DETAILS WS-7 P-3 P-1 A8.3 (SEE PLAN FOR LENGTH) ELEVATION C �S LINE OF BOTTOM OF TYPE `A' & 'D1' LIGHT FIXTURES IN FRONT OF MARKETPLACE VARIES B.O. ROOF JOIST This document is 9 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. 31 CN-1 A P-6 This document of Phil lipnot be s reproduced witiout theprror Z`7�_,L21 - +15'-0" A.F.F. � %v\ TENANT nconsent - o ± 30 ± 2'- B.O. LT. FIXT. AT PERIMETER WALLS MA.RIZ PLACE � - F. - - - , ,I +10 0 A. .3mt',w7, yt a . .. ceftoti•iraeY,tit.+iuvo �€ tr,r�,t2tXt.doXA1Lfz:N_ toous A ra,xe- k}.c�cowMH� F ,����:�� :.µ� ��r r- .�,,.��(� t` r�, �� r� a� µ� t .�a.�',a ,�ri. T.O. LEDGER --'I cosT PLUS �, , �. k r r d'�.vi 13 fr,`t'. a' i1,'`.G �j tlaPN� 7 e.""M1 '� 1 y%J..Y �d`�"#. .��SSPaii' :P�aa,.pxS � N v' "k� A* .�"r x °k J�,`r � s T dr��r���r' �+�Y � :n i ti I ��•,:�, cX � ih w'�°a�r#i i> � 3tS� ai z �'.� _ — x e a *a 3ti: i a i q( F t s F 7- ��r � x k �i N, r+ � t„��t � �. � +{ a. 4 iF' rs �+�" :r`'�`� f•F ,„. ,# +5'-0' A.F.F. W0wdD MARKET T.O. LEDGER , I +1 -o' A.F.F. 2251 W.P. BALL BOULEVARD T.O. LEDGER 5C FIXT. BLKG. TYP. MARKETPLACE STRUCT., L PAINT AREA (SHOWN 5A FIXT. BLKG. TYP. '-0" A.F.F. (SEE PLAN FOR LENGTH) SEE SHT. A9.1 FOR P-6 HATCHED) "BILLIARD .0. SLAB (SEE PLAN FOR LENGTH) A8.3 TYP. NOTES & DETAILS GREEN" TO +10'-0" A.F.F. A8.3 PROJECT ELEVATION THE MARKETPLACE D REVISION # 31 SUMMARY AT SEMINOLE TOWNE CENTER A. CLARIFIED FINISH COLOR & GREEN BILLARD LOCATION B. CLARIFIED FIXTURES EXTENT C. CLARIFIED LOCATION OFACCESORIES D. OMIT HOOK AT ENTRY DOOR AND PROVIDE (1) AT EA. STALL DOOR. SANFORD, FLORIDA SAFES AREA INTERIOR ELEVATIONS SCALE- 1-96 4 CLIENT GYP. BD. GYP. BD. FRP-1 CEILING FRP-1 GYP. BD. FRP-1 P-2 FRP-1 CEILING CEILING 8 6 LAVATORY NORTH AMERICAN PROPERTIES 4" MIN. 1 LINE OF DR. 5 31 D 7 NORTH AMERICAN PROPERTIES - ATLANTA SWING, KEEP 36" GRAB 1080 HOLCOMB BRIDGE ROAD LAVA R 5 BUILDING 200, SUITE 150 9 7 CLEAR 1 BAR ROSWELL, GA 30075 I 3 48" GRAB - 4 TEL (770) 645-6566 FAX (770) 643-9540 cv BAR of I - l I o 1 - - PHILLIPS JOB NUMBER °O — o J I " z 31 C / a _ ,< Q w C; 0208616 < z Q � m0 ISSUE DATE CDto � CD g 05/14/04 C; o DRAWN BY/CHECKED BY '- 7- 6" COVED SHEET 2" WATER 6" COVED SHEET 6CO/DEB " COVED SHEET 6" COVED SHEET -3' DRAWING TITLE VINYL BASE @ ALLL CLOSET VINYL BASE @ ALL VINYL BASE @ ALL VINYL BASE @ALL WALLS, TYP. WALLS, TYP. WALLS, TYP. WALLS, TYP. ELEVATION ELEVATION ELEVATION INTERIOR ELEVATIONS A BELEVATION C D & DETAILS 7 V KA8.3 SOAP DISPENSER SEE A3.1 STAINLESS STEEL KA8.3 TOILET ROOM ACCESSORIES THREE -COMP. SINK P-2 TOWEL DISPENSER SEE A3.1 P-2 WALL MTD. FRP-1 LOCKERS, P_2 P_2 FRP-1 TOILET ROOM ACCESSORIES r — PHONE N.I_C. PLAS, LAM. CAB. W/ TIME CAR J(2) ADJ. SHELVES HOLDER PLAS. LAM. SOAP CAB. W/ (2) DISPENSER r— FULL -HT. PLAS. TOWEL F1ADJ. SHELVES / ® LAM. BACKSPLASH I DISPENSER STAINLESS STEEL —, FULL -HT. STAINLESS STEEL THREE -COMP. SINK t N Q I C� PLAS. LAM, THREE -COMP. CO BEYOND 0o J z^ BACKSPLASH SINKPHILLIPS x¢� Q� I Q Q PLAS. LAM_ CAB. W/ � c- a_ PLAS. LAM. N 73 N"Now-no am (1) ADJ. SHELVES 40CAB. W/ (1) P A R T N E R S H I P REF., N.I.C. TIME CLOCK OVER 6" VINYL BASE SODA MACHINE, ADJ. SHELVES 6" VINYL BASE 6" VINYL BASE 2 J-BOX FOR VOICE 6" VINYL BASE ALL AROUND, TYP. N.I.C. ALL AROUND, TYP. ALL AROUND, TYP. IL-1 & DATA, SEE ELEC. ALL AROUND, TYP. PL-1 Architecture ■Interior Design •Planning KA8.3 DWGS. _ SEE PLAN ELEVATION ELEVATION ELEVATION ELEVATION �°� 770.394.1616 F� 770.394.1314 A B C D RF RE BREAD ROOM INTERIOR ELEVATIONS SCALE_ '_4" 1 1/4 1 0 I 3 E F G H R A ANCHOR B C D PROVIDE 1/4" CORK BOARD. 12 1'2 P-2 P-2 12 KA8.3 KA8.3 KA8.3 P-1 OPEN, ADJ. GYP. BD. @ P-1 P-1 GYP. BD. ALL SHELVING, TYP. ALL WALLS, TYP_ WALLS, TYP. CONSULTANT PEEPHOLE \ \ \ / ® 11 - 4" PLAS. LAM. :l o BACKSPLASH DESK, N.I_C_ Qt_ co \ FILING / CABINET, N. 1. C. L r7 4" VINYL BASE 4" VINYL BASE 4" VINYL BASE 4" VINYL BASE ALL AROUND, TrIIIIIII.M11111 ALL AROUND, TYP. ALL AROUND, TYP. ALL AROUND, TYP. SEAL SEE PLAN ELEVATION ELEVATION ELEVATION ELEVATION A B C D SCALE: 1: 48 GENERAL OFFICE INTERIOR ELEVATION S 1/4" _ 1■_0" 2 REVISIONS 12 GYP. BD. ©ALL GYP. BD. GYP. BD. ALL WALLS, KA8.3 # DATE DESCRIPTION TYP P-2 P-1 P-1 © P-1 � P-1 WALLS, TYP. ALL WALLS, TYP. ALL WALLS, ® 08/02/ 04 INTERIOR UPFIT SAFE, N.I.C. TYP. © 09/15/04 TENANT COMMENTS OPEN, ADJ. SEE DET. - SHELVING, TYP. 26/A3.1 OPEN, ADJ. / 4" PLAS. LAM. SHELVING, TYP. BACKSPLASH 4" PLAS. LAM. BACKSPLASH OF F- LJ 4" VINYL BASE 4" VINYL BASE 4" VINYL BASE 4" VINYL BASE ALL AROUND, HVAC SENSOR ALL AROUND, TYP._]ALL AROUND, TYP. 3'-1" CLR. ALL AROUND, TYP. TYP. SEE PLAN ELEVATION ELEVATION ELEVATION ELEVATION A B C D COUNTING INTERIOR ELEVATIONS SCALE: ¢$ This document pro is ® Phillips Partnership,low. PC and is coneidered an Instrument of Service and is solely for use with respect to the project as indicated babes. All rights reserved. 1 /4 = 1 _0 This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT -1 CAST ALUS; WomRdmu" MAKKET 31 A 2251 W.P. BALL BOULEVARD SAFETY CAGE j _ SAFETY CAGE PROJECT WHERE REQUIRED WHERE REQUIRED LI n (SHOWN DASHED) (SHOWN DASHED) THE MARKETPLACE GYP. BD. ® AT SEMINOLE TOWNE CENTER � 13 ALL WALLS, KA8.3 TYP. w ROOF ACCESS u aaa ROOF ACCESS �, ,�, 0 CD LADDER a Q ; LADDER v ~ SANFORD, FLORIDA O Q L -co O I-- N F O -A CD � L- 0(_0 : iE � LLJ CLIENT Nwz> +lo¢o oQo �- o�cn o`"c moo- �o / ® SIGNAGE: "JANITOR'S CLOSET" \ \ NORTH AMERICAN PROPERTIES _ X= NORTH AMERICAN PROPERTIES - ATLANTA N Q N Q 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA30075 1 x12 WOOD BASE TEL (770) 645-6566 FAX (770) 643-9540 ALL AROUND, TYP. PHILLIPS JOB NUMBER ELEVATION ELEVATION 0208616 A D ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE REVISION # 16 SUMMARY INTERIOR A. ADDED SHEET ELEVATIONS SHEET NUMBER REVISION # 31 SUMMARY A. RELOCATE ROOF HATCH & LADDER OF •2 i6 A zero • • SCALE: 1:48 � _ STOCK ROOM INTERIOR ELEVATION 1/4.`1•-0� 10 Xa, la *�27'-4 A.F.F. Y T.O.PARAPET jIll 1 V-4" A.F.F. T.O.SCREENWALL JIll 0'-0" FIN. FLR. 27'-4" A.F.F. T.O.P 20'-4 1/2" + A.F.F. D.B.E KA 4.1 SCALE: 118"=1'-0" SIDE ELEVATION SCALE: JIN 0'-0" IV FIN. FLR. COMPACTOR PAD BEYOND- TRUCK DOCK BEYOND - SEE PLAN AND CIVIL SEE PLAN AND CIVIL 3 REAR ELEVATION 1 SCALE: 118"=1'-0" A V 1 VI. LLll1.l 1 GUARDS 13 B 12" x 12" LOUVERED VENTS PARAPET BEYOND ALL BUILDING SIGNAGE TO BE PROVIDED BY TENANT UNDER SEPARATE PERMIT. SIGNAGE SHOWN FOR REVIEW INFORMATION ONLY. AREA=100 SF MAX. 27'-4" A.F.F. T.O.P — — — 20'-8 1 /2" A.F.F. D.B.E LSD FIN. FLR. AD C(.PF-F- I WGI I AB AB AB AB 35'-0" A. F. F. _OL T.O.P. `F MC-1 AB 27'-4" A.F.F. T.O.P. 24'-0 %z" A. F. F. OL D.B.E 00'-0" OL FLR. Y FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH A-3 EXTERIOR CANVAS AWNING - BLACK / WHITE 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-1 #145 - "INTENSE CARMINE" 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-2 _,,BLACK' DOWNSPOUT - PREFINISHED ALUM. DS-1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP-1 LOGO PLAQUE -PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY'READY METAL' STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 NOT USED MV-1 MASONRY VENEER - SIMULATED STONE PATTERN EQ. TO CORAL STONE OR SIM. FORM LINER MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "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" 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 1600 ANODIZED SF-2 ALUMINUM - "CLEAR' ST-1 EFS - COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" EFS - COLOR EQ. TO DRYVIT 108 - "MANOR ST-2 WHITE" NO INSUL. ST-3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" NO INSUL. 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING- WS-1 3706-WL-21 STRATA -CENTER LIGHT ON BRICK PIER x 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING- WS 2 3706-WL-33 STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND 19 WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS © LAMINATED GLASS NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE. 61'-4" 12'-4" 12'4" 12'-5" 12'-1 " 12'-2" ELEVATION - SCREEN WALLS (@ COMPACTOR & LOADING DOCK SCALE: 1 /8"=1'-0" ENWALL MPACTOR 11'4" A.F.F. T.O.SCREENWALL� 1 V-4" A.F.F. LAL T.O.SCREENWALL AD 0'-01, FIN. FLR. 1 V-4" A_F.F. T.O.SCREENWALL 0'-0" FIN. FLR. REVISION # 13 SUMMARY A. OMIT DOGHOUSE AND MTL. ROOFING B. MODIFIED FINISH MATERIALS C. REMOVED BRICK - ADDED EFS D. OMIT CORAL STONE - ADD MASONRY VENEER E. OMIT 8" CORAL STONE - ADD 8" CONC. BASE F. RELOCATE FRONT DOORS REVISION #16 SUMMARY 0'-0" OL FIN. FLR. A. CLARIFIED RAMP - SEE HARDSCAPE DWGS. REVISION # 31 SUMMARY A. CLARIFIED SIGNAGE PHILLIPS P A R T N E R S H I P Architecture - Interior Design • Planning Phone 770.394.1616 1- 770.394.1314 Rc I �, c FA ANCHOR 6 C D F G H R CONSULTANT SEAL o . REVISIONS # DATE DESCRIPTION 0 07/ 26/ 04 MISC. VIE ITEMS ® 08/02/ 04 INTERIOR UPFIT © 09/15/04 TENANT COMMENTS 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 `C-OST PLUS LU WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE nanmARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMEWCAN 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 MJM/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER mo (WvA =4 MAW 4 SIDE ELEVATION -4.1 SCALE: 118"=1'-0 DOOR TYPES NOTE: 2-YEAR GUARANTEE ON ALL WOOD DOORS all No DESCRIPTION 9"x14" SIDE LITE AT DRS. #5, AND 6 1O WOMEN PAINT GRADE SOLID CORE WOOD FLUSH DOOR BY WEYERHOUSER, CAL -WOOD OR ALGOMA. BIRCH FACE WITH PM FRAME, PAINTED. 3/8" UNDERCUT. TWO YEAR GUARANTEE ON ALL WOOD DOORS. AA 0 j� 2O MEN O JANITOR O BREAK ROOM O GENERAL OFFICE O BREAK ROOM /GENERAL OFFICE 'ELIASON' #SCP-11, BEIGE 101 WITH MATCHING WINDOW O TELEPHONE/DATA TRIM, WITH 24" SCUFF PLATE Og COUNTING TO MATCH, BOTH SIDES. O NOT USED 10 STOCKROOM 11 RECEIVING EXIT 12 EXTERIOR EXIT 13 NOT USED CORNELL, PREFINISHED INSULATED STEEL OVERHEAD DOOR WITH COUNTERBALANCE OR OPERATOR #422, AND #400301 INTERIOR SLIDE BOLTS EACH SIDE. 0 14'-0 1 /2" 14 ENTRANCE/VESTIBULE 15 NOT USED 16 RECEIVING 17 COMPACTOR 18 EXTERIOR EXIT BESAM UNISLIDE DOOR OR PRE -APPROVED EQUAL s 31 A NOTE: PROVIDE 3M SOLAR FILM RE50NEARL AT ALL DOOR AND WINDOW GLAZING. STANLEY DOOR ARE SHOWN FOR DESIGN INTENT, APPROVED MANUFACTURER ARE STANLEY, BESAM, DOR-O-MATIC AND HORTON. DOOR VIEWER AT DR. #11 0j-6" A.F.F. " SILL HEIGHT INSULATED HOLLOW METAL, BONDERIZED O INSULATED HOLLOW METAL, BONDERIZED O FINISH MATERIAL SCHEDULE J W FRAME WO ROOM WALLS/ ELEVATION CEILING REMARKS o A B C D THICK MAT'L TYPE JAMB HEAD SILL MAT'L Q Q F WHFW F W F W F WF =FINISH MATERIAL NO. NAME u_ m o W PAINT FINISH P Zz P z P Z p Z HEIGHT 1-3/4" SC A PM 4 1 WOMEN 14 14 9/10 e 9/10 a 9/10 d 9/10 d 10 J g'-0" 4 5 7 8 11 12 A8j 0 .1 A8.1 27 Z. C m C m C m C m B 1-3/4" SC A 30 A8.1 30 1,_-,"A8.1 5-A-8.1 PM 4 2 MEN 14 14 9/10 e 9/10 d 9/10 d 9/10 d 10 J 8'-0" 4 5 7 8 11 12 C M1 C M1 C Im B 1-3/4" SC A PM 2 3 ELECTRICAL 6 16 7/10 c 10 d 7/10 d 1 31 1 _ OPEN TO 5`X�81 30 A8.1 30 A8.1 B/D/E I B I B I B Y c- STRUCT, 2 3PHILLIPS 1-3/4" Sc A PM 5 4 JANITOR 6 17 9/10 e 9110 d 9/10 d 0 e 10 J „ 30 A8 1 30 A8 1 27 A8.1 B m B B B m B 12 -0 31 2 3 8 PEG BOARD FROM 4'-0" TO 8'-0" 1-3/4" SC A 30 30 2�A8.1 PM 3 5 BREAK ROOM 12/14 17 C/D/E d C d 9C0 d 9Ca f 11 81_0„ CO 6 9 11 SHEET VINYL WHEN 3 COMP SINK IS USED P A R T N E R S H I P A8.1�,,--V.l 1-3/4" SC A PM 3 6 GENERAL OFFICE 12 16 10 d 10 d 10 a 10 e 11 8'-0" 4 5 6 7 90 11 Architecture - InteriorDesign n • Planning 0 A8.1 30 A8.1 27 A8.1 31 c C/D/E C 31 - 8 8 1-3/4" SC A 30 30 PM 7 7 TELEPHONE/DATA 12 16 7/1 c 7/10 d 10 d 7/1 A8.1 A8.1 B B/DIE B)IC - 8'-0" 4 9 11 Pha"e 770.394.1616 F� 770.394.1314 1-3/4" SC A 30 Ag 1 30 A8 1 PM 1 8 COUNTING 12 16 d 10 d 10 d e 10 81 4 5 6 11 C CIDIE C C C t/ 9 MARKETPLACE 6 16 - 10 2 - SEE 4 11 SEE SHEET A9.1 FOR ADDITIONAL INFORMATION DETAIL 10 b 10 a 0 10 31 1 OPEN TO RE SCP-11 B 29 A$.1 29 A8.1 PM 6 10 STOCK 6 15 A/ -A/DIE A A c STRUCT. 2 3 4 PAINT P-1 , #B-114, LIKE SALES AREA. Efl HM E 8 11 RECEIVING 6 15 10 - 10 10 1 OPEN TO A STRUCT. O HM E 8 12 EXIT CORRIDOR 12 16 10 d 10 d 10 11 9'-0„ 4 9 11 ANCHOR Epq:D E P G H R B/DIE B g B O 13 NOT USED 31 c D 23 A8.1 2�A8.1 14 6 16 rl 10 10 10 a 2 OPEN TO SALES STRUCT. "&OTHER PAINT CLG. P-1 , INCLUDING 1s e CONSULTANT 1s 8 rB B B POSED COMPONENTS C8 A8.3 10 A8.3 10 A8.3 - NOT USED HM F 9 - CASH WRAP - 16 HM E 8 - CHAIR WALL _ 16 SEE INTERIOR ELEVATIONS OF PAINT COLOR CALL OUT SEE RUG DISPLAY & CHAIR DISPLAY FOR ADDITIONAL FINISH REQUIREMENTS. A SEE COLOR SCHEDULE FOR ADDITIONAL INFORMATION. INTERIOR ELEVATION KEY DOB SEE DETAILS 3/KA9.1 AND 15/KA9.1 FOR 4" HIGH BASE LOCATION AT MARKET PLACE. C SEAL HARDWARE GROUP SCHEDULE (NO SUBSTITUTIONS ALLOWED. SUBMIT SHOP DRAWINGS AND SUBMITTALS TO COST PLUS CONSTRUCTION MANAGER FOR APPROVAL.) 0 FINISH MATERIAL NUMBER © PAINT FINISH NOTE: - ALL LOCKSETS TO BE BY BEST 6 PIN WITH 'N EWPORT'LEVERS UNLESS 1, EXPOSED STRUCTURE, UNPAINTED A. INTERIOR GYPSUM BOARD - FLAT OTHERWISE NOTED. FINISH SHALL BE #626. PAINTED ACRYPLEX #970 SEALER - 1.0 MIL t - VERIFY KEYING REQUIREMENTS WITH COST PLUS, INC. PROVIDE r"11STRUCTURE, NOT USED SUPER LATEX #550 FINISH -1.5 MIL ` CONSTRUCTION CORES. 4. NOT USED 31 B. INTERIOR GYPSUM BOARD - EGG SHELL c - PROVIDE CLOSERS AND SMOKE GASKETS AT ALL RATED DOORS. 5. NOT USED ACRYPLEX #970 SEALER - 1.0 MILALKYD FINISH -1.5 MIL A 16 GROUP 1 GAO I GROUP 2 TH SEALER. SEE REMARK 3 C. INTERIOR GYPSSEMI-GLOSS BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 7. 1/2" THICK AC PLYWOOD W/ CLEAR COAT OVER GYP. BD. ACRYPLEX UM UM SEALER BOARD - MIL REVISIONS CLOSER LCN: 'SUPER SMOOTHES' CLOSER LCN: 'SUPER SMOOTHES' g, PLASTIC LAMINATE ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL -1.5 MIL LOCKSET BEST: (MORTISE) STOREROOM FUNCTION, #35H7EW14H 626 LOCKSET BEST: STOREROOM FUNCTION, 9. TEXTURED FIBER -REINFORCED POLYESTER PANEL D. INTERIOR WOOD DOORS AND TRIM - SEMI -GLOSS # DATE DESCRIPTION #93K7D14C 626 10. GYPSUM BOARD (TYPE WR GYP. BD. AT TOILET ROOMS, JANITOR CLOSET FLO-COAT #985 UNDERCOAT -1.0 MIL Q 05/ 28/ 04 ARCH/ STRUC. COORD. STOP GLYNN JOHNSON: DOME TYPE STOP GLYNN JOHNSON: DOME TYPE AND SINK ALCOVE, SEE REMARKS) ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL -1.5 MIL ® 08/02/ 04 INTERIOR UPFIT KICKPLPEEPHOLE STAINLESS STEEL, BOTH SIDES KICKPLATE STAINLESS STEEL, BOTH SIDES 11. ACOUSTICAL TILE IN SUSPENDED'T'-BAR GRID E. INTERIOR PRE -PRIMED METAL - SEMI -GLOSS 09/15/04 TENANT PEEPHOLE PEEPHOLE AT DOOR #7 ONLY SIGNAGE MILLS: 2"x8"'ALMOND/CLEAR' WALL FRAME, W/ 1-1/2" HIGH FLO-COAT #985 UNDERCOAT -1.0 MIL A COMMENTS OPTIMA TEXT STATING "JANITOR'S CLOSET" 12. VINYL COMPOSITION TILE. SEE REMARK 12 FOR PRODUCT SPECIFICATION. 13. "CATHEDRAL" WALK -OFF MAT (COLOR: CHARCOAL) W/ ALUM. WRAP FRAME ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL - 1.5 MIL GROUP 3 BY MATWORKS. F. NOT USED 31 BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 14. SHEET VINYL WITH 6" INTEGRAL COVE G. NOT USED c LOCKSET BEST: CLASSROOM FUNCTION GROUP 4 15_ 1x12 WOOD BASE H. INTERIOR TRANSPARENT STAIN -SATIN CLOSER LCN: 'SUPER SMOOTHEE' :�l NNEY: 4x4 1-1/2 PAIR ��#7A131 16 4"HIGH VINYL BASE #1286 WATERBORNE STAIN STOP GLYNN JOHNSON: DOME TYPE PUSH/PUL S 31 B KICKPLATE STAINLESS STEEL, BOTH SIDES SSE UPER SMOOTHES' 17. 6" HIGH VINYL BASE #2164 EZ SAND QD SEALER SIDELITE PROVIDE AT DOOR #5 AND #6 STOP GLYNN JOHNSON: DOME TYPE 18, 1/4" THICK PEGBOARD OVER GYPSUM BOARD SATIN KELTHANE #22 POLYURETHANE VARNISH KICKPLATE STAINLESS STEEL, BOTH SIDES J. INTERIOR UNPRIMED METAL - GLOSS KEL-GUARD #1772 G.I. PRIMER GROUP 5 GROUP 6 KEL-GUARD #1780 ACRYLIC ENAMEL - 1.5 MIL BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 ELIASON #SCP11 SWING DOORS. BEIGE COLOR WITH MATCHING WINDOW CLOSER LCN: 'SUPER SMOOTHEE' TRIM (BOTH SIDES) WITH 24" SCUFF PLATE ON BOTH SIDES LOCKSET BEST: PASSAGE FUNCTION, #93KON14C 626 A DOOR SCHEDULE OPENING SIZE 3'-0" x T-0" 3'-0" x T-0" 2'-6" x T-0" 3'-0" x T-0" 3'-0" x T-0" 3'-0" x T-0" 3'-0" x T-0" 3'-0" x 7'-0" 6'-0" x 8'-0" 3'-0" x T-0" 3'-0" x T-0" 14'-0" x 7'-8" :1 �e 3'-6" x 3'-6" 3'-0" x 7'-0" STOP GLYNN JOHNSON: DOME TYPE KICKPLATE STAINLESS STEEL, BOTH SIDES GROUP 8 SIGNAGE MILLS: 2"x8"'ALMOND/CLEAR' WALL FRAME, W/ 1-1/2" HIGH BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 OPTIMA TEXT STATING "EMPLOYEES ONLY" LOCKSET DETEX: #V40xEB PANIC ALARM WITH BEST #IE74 6-PIN CYLINDER DOOR BELL ONLY AT DOOR #11 THRESHOLD PEMKO #270 GROUP 7 CLOSER LCN: 'SUPER SMOOTHEE' BUTTS McKINNEY: 4x4, 3 PAIR, #TA 2731 WEATHERSTRIPPING LOCKSET BEST: (MORTISE) STOREROOM FUNCTION, 1800 VIEWER PEEPHOLE AT DOOR #11 ONLY #35H7EW14H 626 STOP GLYNN JOHNSON: DOME TYPE SIGNAGE MILLS: 2"x8"'ALMOND/CLEAR' WALL FRAME, W/ 1-1/2" HIGH GROUP 9 OPTIMA TEXT STATING "EMPLOYEES ONLY" AT DOOR #6 BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 DEAD LATCH COLOR SCHEDULE N0. MATERIAL MANUFACTURER COLOR NOTES CN-1 CANVAS GLEN RAVEN MILLS, INC. #8600 'VICTORIA GREEN' #P100'TEXTURED' FABRIC STYLE: SUNBRELLA FIRESIST FRP-1 FIBER -REINFORCED POLYESTER PANEL MARLITE P-1 PAINT: EGG SHELL FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI #B-114'BUFF' B48W60'BUFF' ICI # 735 - CURRIER CREME (3) COATS PAINT REQUIRED. EXTRA MATERIAL REQ'D: (1) GALLON OF EACH TYPE AND COLOR PAINT. PAINT MANUFACTURERS OTHER THAN THOSE SPECIFIED MAY BE SUBITTED FOR APPROVAL, PROVIDE BRUSH OUT TO BE SUBMITTED TO CPWM CM FOR APPROVAL. P-2 PAINT: SEMI -GLOSS FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI #B-1 14'BUFF' 1330W401 'BUFF' ICI # 735 - CURRIER CREME P-3 PAINT: FLAT FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI #B-65'GRAND CANYON' 1320W203'GRAND CANYON' ICI # 209 - CLAY POT ICI # 209 - CLAY POT P-4 PAINT: SEMI -GLOSS FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI I #B-65'GRAND CANYON' B20W203'GRAND CANYON' P-5 PAINT: SEMI -GLOSS FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI #E-117'ULTRA GREEN' Y38A102'BILLIARD GREEN' ICI 1102 - FOREST SHADE MP# 10GG 10/208 P-6 PAINT: EGG SHELL FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI P-7 PAINT: EGG SHELL FINISH - WHITE PL-1 PLASTIC LAMINATE WILSONART #4144-60 GREEN GLACE RS-1 REDUCER STRIP JOHNSONITE #RRS-28-C'MEDIUM GRAY' V-1 SHEET VINYL FLOORING ARMSTRONG ARMSTRONG CLASSIC CORLON OYSTER #86526 VB-1 VINYL BASE ARMSTRONG LIGHT GRAY VCT-1 VINYL COMPOSITION TILE ARMSTRONG 'IMPERIAL' COMMERCIAL #51928 'PEBBLE TAN' 12xl2 TILE. EXTRA MATERIAL REQ'D: (3) BOXES OF TILE NOTES O EVERY WALL STUD AND GYPSUM BOARD FINISH ON BOTH SIDES SHALL EXTEND TO THE UNDERSIDE OF THE ROOF OR FLOOR ABOVE. GYP. BD. TO BE 5/8" TYPE "X". O EVERY WALL STUD AND GYPSUM BOARD FINISH ON ONE SIDE ONLY SHALL EXTEND TO THE UNDERSIDE OF THE ROOF OR FLOOR ABOVE. WALL FINISH ON THE OTHER SIDE SHALL EXTEND ONLY TO THE FINISH CEILING. c� EVERY WALL STUD SHALL EXTEND TO THE UNDERSIDE OF THE ROOF OR FLOOR ABOVE. WALL FINISH ON BOTH SIDES SHALL EXTEND ONLY TO THE FINISH CEILING. WALL STUDS AND WALL FINISH SHALL EXTEND ONLY TO THE FINISH CEILING, OR AS DETAILED. O GYPSUM BOARD FINISH OVER 1-1/2" METAL FURRING STRIPS AND 1-1/2" URETHANE INSULATION AT CONCRETE/CONCRETE BLOCK WALL. GYP. BD. SHALL EXTEND ONLY TO THE FINISH CEILING. O SEE INTERIOR ELEVATIONS, FLOOR AND CEILING PLANS FOR EXTENT OF FINISH MATERIAL. O 5/8" GYPSUM BOARD, TAPED - ONLY AT EXIT CORRIDOR. hO APPLY FINISH ON GYPSUM BOARD BACKING. O GYPSUM BOARD CEILING ON METAL FRAMING. O GYPSUM BOARD TO RECEIVE HEAVY TEXTURE FINISH. �m ALL WALL OR CEILING FINISHES LESS THAN 1/4" THICK SHALL BE APPLIED DIRECTLY AGAINST AN INCOMBUSTIBLE BACKING UNLESS IT IS IN ACCORDANCE WITH A TESTED ASSEMBLY, PER UBC. SECTION 803 AND 804. n� SHERWIN WILLIAMS PAINT MIX: -BUFF (CEILING) B48W60: REVISION # 3 SUMMARY R2- 2+1/64, Y3-18/32, P1-1. A. CLARIFIED NOTE -BUFF (WALL)1330W401: R2-3/32 1 /64 11128, Y3-35/32, P 1-2/32 1 /164. REVISION # 16 SUMMARY -BILLIARD GREEN Y38A102: B1-42/32, G1-8y, Y1-12/32, W1-10/32. A. ADDED INTERIOR UP -FIT INFORMATION -GRAND CANYON B20W203: B. OMITTED VESTIBULE INFORMATION B 1-9, R2-2y31, Y1-8y32. REVISION # 31 SUMMARY A. REVISED DOOR TYPE 1fi A B. OMIT LOCKSET AND ADD PUSH/PULLS C. CLARIFIED FINISH REMARKS O NOT USED 31 c O2 ALL EXPOSED CONCRETE FLOOR TO BE FREE AND CLEAN OF ALL DIRT AND STAINS, SUCH AS TIRE MARKS, GREASE, OIL, ETC. O3 SEALER: TWO COAT O.P. SYSTEM. FIRST COAT, AMERICAN INDUSTRIAL TERRA PRIME ON TO THE PREPARED SURFACE AT A RATE OF 100 SF PER GALLON. SECOND COAT, AMERICAN INDUSTRIAL TERRASEAL O.P. AT A RATE OF 175 SF PER GALLON. MATERIAL CAN BE PURCHASED FROM PROCESS TECHNOLOGY AND CONTROLS, VERIFY SPECIFICATIONS W/ DALE BALLARD (24 8) 755-8025. O 5/8" GYP. BD. OVER 3-5/8", 25 GA. METAL STUDS AT 16" O.C. WALLS OVER 16-0" HIGH SHALL BE 6", 20 GA. (MIN.) METAL STUDS AT 16" O.C. PROVIDE 1-1/2" CR CHANNEL BRIDGING PER MFR'S RECOMMENDATIONS. TYPE'WR' WATER RESISITANT GYP. BD. AT TOILET ROOMS. TYPE 'X' GYP. BD. WHERE INDICATED PER PLANS AND DETAILS. �5 PROVIDE BLOCKING AND BACKING FOR ALL FIXTURES. GENERAL CONTRACTOR TO COORDINATE WITH FIXTURE INSTALLER. PROVIDE MIN. (3) ROWS 1x4 BLOCKING, CONTINUOUS AT FIXTURE MFR'S SPACING REQUIREMENTS, SEE INTERIOR ELEVATONS FOR SALES. O MDF CABINETS AND COUNTERS WITH PLASTIC LAMINATE FINISH. SEE SHEET A3.1 FOR ADDITIONAL NOTES. O SOUND BATT INSULATION: OWENS-CORNING'SOUND ATTENTUATION BATTS' OR APPROVED EQUAL. SEE ENLARGED PLAN FOR LOCATION. O FIBER -REINFORCED PANELS: FULL -HEIGHT AT BOTH TOILET ROOMS, WAINSCOT TO 4'-0"A.F.F. AT JANITOR'S ROOM, AND FULL -HEIGHT AT SCULLERY SINK ALCOVE. SEAL OR PAINT WALL BENEATH PANEL AND APPLY MANUFACTURER'S (MFR'S) ADHESIVE. PROVIDE ESCUTCHEONS AND MFR'S STANDARD TRIM PIECES. SCRIBE PENETRATIONS. OACOUSTICAL TILE CEILING: USG 5/8" THICK 24"x48" TILE, RADAR #2310. GRID: USG 'DONN' #DX24. 10 SALES FLOOR COLUMNS: PAINT SEMI -GLOSS WITH 4" VINYL COVE BASE. 11 CONTRACTOR TO STRIP AND WAX VCT AND SHEET VINYL FLOOR TILE. 12 ARMSTRONG CLASSIC CORLON OYSTER. CONTACT BILL SCHRANKO 1-800-356-9301 X8972 This document is p Philrips Partnership, PC and is considered an Instrument of Service and s 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 :;-fcosT pLus�. sr WORLD 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMEMCAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE DOOR, FINISH, & COLOR SCHEDULES AA SHEET NUMBER KA=7ml 1 LATERAL BRACING TO STRUCTURE PER B ING CODE REQUIREMENTS,DS E STRUCTURAL DWGS. 1 VCT JOINT REINFORCEMENT —4 '? — I 6" MAX. CEILING WHERE OCCURS, SEE REFLECTED CEILING PLAN VINYL REDUCER VARIES FOR HEIGHT &TYPE SEE LEGEND ON 4-7/a" OR 5-3/8" @ ;�� I WALLS W/ 1/2" PLYWOOD SHEET A7.1PHILLIPS I CONCRETE 1 5/8" GYP- BOARD, TYPE "X" AT 1 I RATED WALLS INSULATION PER 3-5/8" —20 GA MTL. STUDS P /`� R T N E R S H I r PARTITION TYPE I >f. 1 @16" O.C., @24" O.C- AT WALLS WITH 1/2" PLYWOOD BACKBOARD, FIRE RESISTANT Architecture Interior Design • Planning WHERE REQUIRED BY CODE II I �°^e 770.3941616 F 770.394.1314 I SEE FINISH SCHEDULE CONCRETE — VCT TRANSITION SEE PARTITION TYPE LEGEND FOR CO DIMENSION & INSULATION, DET. 5/A8.1 SUBFLOOR 4 � RE TYPICAL PARTITION S°' 3� ='r-°� FLOOR TRANSITION SCALE: ,till 6 .� . � INTERSECTING WALLS DET—TYP—PART TYPE "A �K CONCRETE VCT DET—FLR—TRANS 2 6 J � s E F G H RC 12 GAUGE STUD TRACK W/2 #10 SCREWS- A ANCHOR e c o CUT STUDS NLT 3/8" LESS THAN FLOOR —TO —CEILING HEIGHT FOR DEFLF_CTION (OR AS CALCULATED). ALLOW MIN 3/8" CLEARANCE ATOP GWB AND ATTACH GWB TO STUD AT LEAST 1 1/2" DOWN FROM STRUCTURAL CEILING. CONSULTANT STRUCTURE JOINT REINFORCEMENT I X Q Z TO MIN. 6" ABOVE CEILING OR FULL HEIGHT DOOR, VERIFY HAND AS REQUIRED BY CODE. GYP BOARD ON AT LEAST ONE SIDE OF FULL HEIGHT WALLS — AND ON THE FULL HEIGHT WALLS OF ROOMS MET. STEEL STUD OPEN TO STRUCTURE. PRES SED Mc FRAME :<>.' I ' CEILING WHERE OCCURS. SEE RCP FOR TYPE ANOD. ALUMINUM ••` GYP. BOARD FULL HEIGHT IN ROOMS/ SPACES SADDLE — — — — — — — — — — — — — VARIES OPEN TO STRUCTURE ABOVE. 5/8" GWB, CORNER REINFORCEMENT SEE NOTE TYPE X. INSULATION PER NOTE: PARTITION TYPE NON -BEARING WALLS & PARTITIONS: 3 5/8" SEAL 20 GA. MTL. STUDS @ 16" O.C. OR 6" 20 GA STUDS IF OVER 14'-0" HIGH. METAL u , - u STUDS @ 24' O.C. AT WALLS WITH PLYWOOD SEE PARTITION TYPE LEGEND FOR BACKING. BEARING WALLS TO BE DESIGNED DIMENSION & INSULATION, DET. 5/A8.1 PER CODE. AT PARTITION "B1" PROVIDE R-11 INSULATION. SCALE: SCALE: 3" = 1'-0' I SEE FINISH SCHEDULE SCALE: 3° = 1'-0' NOT USED SCALE: NOT USED TYPICAL PARTITION 7 1 7 12 0 CORNER DET—TYP—PART INTERIOR THRESHOLD27 . DET—INT—THRSHLD a a SUBFLOOR a TYPE _13" �, B 1 " REVISIONS LATERAL BRACING TO # DATE DESCRIPTION EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR STRUCTURE. PER BUILDING ® 08/02/04 INTERIOR UPFIT SEALANT CODE REQUIREMENTS, SEE H- STRUCTURAL DWGS. © 09/15/04 TENANT COMMENTS RI INSULATION AT RESTROOMS STEEL STUD cn EXTERIOR WALL w EXTERIOR WALL DOOR, VERIFY w c� HAND Q � ----------- w PRESSED MET. SEALANT BOTH SIDES SEALANT BOTH SIDES FRAME _ & SHIM a & SHIM Q ANOD. ALUMINUM AUTOMATIC SLIDING DOOR SUPPORT FRAME ANOD- ALUM SEE CEILING RCP FORETOPS OCCURS. SADDLE SYSTEM, INTEGRAL WITH 1 3/4"x4 1/2" ALUMINUM STOREFRONT :.:•_;;:'::.:::..:::::.:.;.;:::_:,; ;: ::_,.:_::•;:::.,;:_::_:::'•::.:.:,:: SOUND BOARD BREAKAWAY PANEL SYSTEM GLASS CIA 1 /4" TEMPERED 5/8" GYP- BOARD, TYPE "X" AT INSULATION PER RATED WALLS PARTITION TYPE 3 5/8" — 20CA MTL STUDS @ 16" 0.C. CONC. (LANDING I I 1/2" PREMOLDED U R-11 WALL INSULATION WHERE JOINT FILLER SHOWN SEE PARTITION TYPE LEGEND FOR SEE FINISH SCHEDULE DIMENSION &INSULATION, DST. 5/A8.1 ACOUSTICAL SEALANT @ PERIMETER AND ALL WALL PENETRATIONS CONC. FLOOR . SCALE 3' = V-0' SCALE: 3" _ l'-O' NOT USED SC'�'N�A WALL CONTROL JOINT 3° _'�-°� -F-- SUBFLOOR SCALE: 3 = 1—o DETAIL HEAD DETAIL 1 g This document is Q Phillips Partnership, PC and is TR E S H 0 L D _ considered an Instrument of Service and is solely for use with R JAMB 18 ®INTERIOR PARTITION DET—TYP—PART ° - 4' a q; Q, respect to the project as indicated below. PJI rights reserved. EXTERIOR 2 8 2 3 ® STOREFRONT As 11s As-1 98 0 AUTOMATIC DOOR Aa-1_23 This document may not be reproduced without a pnor written consent of Phillips Partnership. K. TYP E '� C" NOTE: TENANT WALL FURRING ILLUSTRATED IS FOR 1/4"GLASS TEMPERED 3" VARIES CONCEALMENCONDITIONS T ELECTRICAL OR RING GLASS MECHANICAL DEVICES WITHIN _ c, 1 3/4"x4 1/2" i — — — — — — — — — TOP SUPPORT SEE NOTE '-'-' ANOD. ALUM r FURRED AREA, WHERE GREATER c� 1 ROLLED STUD \ DEWHERE PTH IS SMETOT REQUIRED, E U IREDD, 5/8" — —'A"KET -- DOUBLE STUDS Q SUPPORT FRAME AT JAMB I _ _ _ GYPSUMBOARDOCCURS I CHANNEL BOTH USED. FURRING CHANNELS MAY BEWORLD Al IR SEALANT BOTH SIDES I _ _ l REQUIRED EAT SURFACES NOT 15 I SIDE I� i ON ONE SIDE, Q & SHIM I + I �_ _ _ 1 BRACE IS REQ'D. ON SUPPORTING FIXTURING- C x 4" (MIN.) I OPPOSITE OR BOTH SIDE CONT. STEEL > 6" STUD SIZE SEE I 2251 W.P. BALL BOULEVARD MOTION SENSOR AS SHOWN AT 48" ALTERNATE EACH CHANNEL W1 REINFORCING @ I PARTITION I O.C. MAXIMUM. CLIPS @ 4'-0" A.F.F. AND @ HEAD & BOTH JAMBS (FACTORY `SCHED. INSTALLED) FACE OF CONCRETE WALL FURRING y 1 PROJECT 18 GA. PRESSED CLG- WHERE _ 1 METAL FRAME, OCCURS Il 1/2" GYP. BOARD OR OTHER WALL MITRE &WELD STUD TRACK @ \ I COVERING AS SPECIFIED IN PLAN - CORNERS PLUMB +7'-0" A.F.F. 4'-0" O.C. I , � ,_ _ __I THEMARKETPLACE & SQUARE, NO _ T. 0. DOOR I MAXIMUM r STOP FRAME XTERIOR� INTERIOR I ONE SIDED I AT SEMSNOLE T®WNE CENTER E I GYPSUM BD. —� + DOOR PER SCHED. I 1 1/2" COLD- I 1-1/2" FURRING STRIP OR DOOR & MOUNTING ` ROLLED CHANNEL SEE/WALLITL. TYPESUDS@ 24" O.C., BRACKETS, FIELD OR 20 GA- STRAP — — — /I INSTALLED :1 L TYP E " D 99 SANFORD, FLORIDA . ' _ ._ . BRACING ��• NONE � DIRECT APPLIED EFS CLIENT SCALE: 3' = 1'—a• D D E T A I L SCALE 3— 1 0 9 STOCK DOOR HEAD H E A 24 SECTION DET—BRACING Q JAMB SIM. DET—HEAD—STOCK 2 9 ® AUTOMATIC DOOR DET—HEAD—AUTO � a CONT TOP TRACK Q VERIFY ATTACHED TO STRUCT. METAL STUDS, SEE PARTITION TILT— UP CONC. WALL NORTH AMERICAN PROPERTIES INTERIOR SCHEDULE FOR SIZE a SEE WALL CONDITIONS EXTERIOR N0. 6 SCREWS EACH STUD NORTHAMERICANPROPERTIES- ATLANTA FLANGE WHERE NO WALL 1080 HOLCOMB BRIDGE ROAD SEE FIN. FOR WIDTH COVERING OCCURS GYPSUM BOARD ON ONE SIDE EXTERIOR BUILDING 200, SUITE 150 ROSWELL, GA 30075 SCHED. FOR Q . TEL (770) 645-6566 FAX (770) 643-9540 WALL FINISHES I ;t BREAKAWAY PANEL O Q PHILLIPS JOB NUMBER 0208616 AUTOMATIC SLIDING DOOR PIECE OF TRACK OR STUD ISSUE DATE SAME GAUGE AS STUDS AS /8" GYP. BD. OVER 1" Z 05114/04 „ SYSTEM, INTEGRAL WITH BLOCKING AT EACH END OF FURRING CHANNELS @ 24" O.C. DRAWN BY/CHECKED BY 1/2 ALUMINUM STOREFRONT O.C. BETWEEN 8 -O" MAX. W/ RIGID INSUL. (R-5 MIN.) CO/DEB Y GYP. BD., SYSTEM SEE FIN. I CONT. STRAP DRAWING TITLE SCHED. SEE DETAIL 9/A8.1 <v CONT. BOTTOM TRACK p T PRESSED (ATTACHED TO STRUCT.) PART( 1 ION MET. FRAME - REVISION # 31 SUMMARY - :� � - DOOR DETAILS 0 DOOR — VARIES 1 `" VERIFY A. CLARIFIED FURRING SHEET NUMBER HAND 31 TYPE "E" A KA=8 1 ,0 .. SCALE: 3" = 1'-0" N 0 T USED SCALE: N /A BRACING SCALE: NONE PARTITION TYPE LEGEND SCAIE� 3. 5 ®, • ' ° . SCALE: 3 =1—o DETAIL 15 10 DOOR JAMB JAMB 2 5 ISOMETRIC DET—BRACING—ISO DET PART—LGD HEAD SIM. DET—JAMB—TYP 3 0 0 AUTOMATIC DOOR DET—JAMB—AUTO GENERAL NOTES 1. ALL DUCTWORK SHALL BE INSTALLED 'FIGHT TO UNDERSIDE OF STRUCTURE LIGHTS AND COORDINATED WITH LIGHTS AND SPRINKLER SYSTEM.) 2. DUCT WORK SHALL BE ROUND SPIRAL WELD MANUFACTURED DUCT WORK WHERE STRUCTURAL CLEARANCES PERMIT. RECTANGULAR SHOP FABRICATED DUCT SHALL BE USED WHEN NECESSARY. 3. EQUIVALENT RECTANGULAR DUCTWORK MAY BE USED IN LIEU OF ROUND AT CONTRACTOR'S OPTION FOR BEST PRICING. � ' — — — i � K. � .71 � J | ! �52,,67 12"0 UP TO ROOF MOUNTED FAN — KEYED NOTES /�� PROVIDE MANUAL VOLUME DAMPER IN ALL BRANCH DUCT ~— WHETHER SHOWN OR NOT. �� �� SMOKE DETECTOR IN SUPPLY AIR DUCT TO SHUT DOWN UNIT UPON DETECTION \�� SUPPORT UNIT HEATER FROM ROOF STRUCTURE �� . WITH VIBRATION ISOLATORS SUPPLY AIR DUCT UP THROUGH ROOF SEE CONCENTRIC DIFFUSER DETAIL 5/KPM-0.3 �� �� RETURN AIR DUCT UP THROUGH ROOF SEE CONCENTRIC DIFFUSER DETAIL 5/KPM-0.3 �� LOCATION OF DELTA MOTORIZED ZONE �� DAMPER M0D[L# DM24-53 WITH 24 VOLT TRANSFORMER ABOVE OFFICE CEILING. CONNECTED TO DELTA T_STAT MODEL # TM901 @ GENERAL OFFICE. SEE DETAIL 3/KPM-0.3 /�� L|SHTSTAT ZONE SENSOR �� MODEL # TME—RRS MOUNTED 120" A.F.F. CONNECTED TO L|GHTSTAJ T—STAT' MODEL # TME—BEP 4 (4\ T 3TAT FOR RTU 1 THRU RT ` / _ _ _ MOUNTED 44" AFF. HVAC UNIT OUTLINE OF R WO NTED UNIT -160 DQ 7—[NAN7— FLOOR PLAN LJ \/ A C SCALE: 1/8" ~~ 1'-0. PHILLIPS ����'�_ '��K�U� / �� n� n n�--� m ~� n/ � / Architecture - Interior Design - Planning n— 770.3941616 m`770.3941314 ANCHOR B CONSULTANT ;I Jordan & Skala Engineers, Inc. REVISIONS # DATE DESCRIPTION A 09/15/04 TENANT COMMENTS ' , ` � , This document is (D Phillips Partnef3hip, PC and is considered an Instrument of Service and is solely for use with respe ctmthe ��°� m� u�"m.m m� n� » without the ,m" °mu" c""°""t of pmmp" p",m"rs^*. PC. TENANT ' WORLD MARKET -- . 2251 W.p.BALL BOULEVARD K PROJECT � THE MARKETPLACE AT SEMINOLE TOWNE CENTER ' SANFORD, FLORIDA � CLIENT NORTH AMERICAN PROPERTIES 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ` . PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14104 DRAWN BY/CHECKED BY ' DRAWING TITLE � TENANT FLOOR /l�\/\ SHEET NUMBER REVIgI(lN# 31SUMMARy KM=1 ml A. TENANT COMMENTS � REVISION #16 SUMMARYis. SUITE' A. ADDED SHEET __ .. NORTH TENANT FLOOR PLAN - LIGHTING 0I<E1.0 SCALE: 1 /8" = 1'-0" PHILLIPS ...-Ow"Mm P A R T N E R S H I P Architecture • Interior Design - Planning 770.3941616 F 770.3941314 RF RE J D RB F F G H FA ANCHOR B C D - CONSULTANT - — - Jordan & Skala Engineers, Inc. Project Number • W0070 �J 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770))447-5547 FAX (770)448-0262 El4Vl_ fse®jordanskala.com COPYRIGHT © 20G4 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION A 06/01/04 MEP COORDINATION 08/02/04 INTERIOR UPFIT 09/15/04 TENANT COMMENTS 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 COST PLUS WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER .0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AVVO/CCJ DRAWING TITLE TENANT FLOOR PLAN - LIGHTING 16 SHEET NUMBER REVISION # 31 SUMMARY A. REVISED SWITCHING PER TENANT COMMENTS KE=1 i REVISION # 16 SUMMARY A. ADDED SHEET killivinm REVISION # 5 SUMMARY A. D. AT At�TA, GEO,P ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL GFI U17ON AS SHOWN. CIRCUIT TO BUZZER SHOW WINDOW RECEPTACLE MOUNTED ABOVE SHOW WINDOW. 1. ELECTRICAL CONTRACTOR TO WIRE SPRINKLER INTERIOR AND EXTERIOR FLOW ALARM BELLS, DEVICES BY SPRINKLER ED BY MECHANICAL AND CONNECTED BY ELECTRICAL, I ....... ..... LOCATED IN STOCKROOM. CCT. L1-36. CONTRACTOR. ICOORDINATE FINAL LOCATION IN FIELD. E RUN IN CONDUIT THROUGH ROOF TO .. ... .... .... ... .... . ROUND ISOLATED TO ROOFTOP MOUNTED AC UNIT. REFER TO MECHANICAL DRAWINGS FOR EXACT CEILING SPACE AND THEN TIE, WRAPPED ABOVE CEILING. L1 -4,6 BUILDING STEEL OR PANEL. .................... ......................................................... LOCATION AND PROVIDE OVER -CURRENT PROTECTION PER NAME PLATE 'ELECTRIC HOT WATER Ll -23 RATING. 2. ELECTRICAL CONTRACTOR TO REFER TO LOW VOLTAGE FLOOR ! DEVICE FLUSH IN FLOOR WITH BRASS COVER PLATE. VERIFY DUCT SMOKE DETECTOR PROVIDED BY MECHANICAL AND CONNECTED BY PLAN ON SHEET LV1.0 FOR QUANTITY AND LOCATIONS OF C. LOCATION OF RECEPTACLES WITH COST PLUS REP. PROVIDE 2#6,1#10G 3/4 SWITCH FOR INDIVIDUAL CONTROL OF RECEPTACLE. MOUNT ELECTRICAL. COORDINATE FINAL LOCATION IN FIELD. J-BOXES, TELE/DATA OUTLETS AND LOW VOLTAGE CONDUIT. F SWITCH AT COLUMN. 3. CONTRACTOR TO CONCEAL CONDUIT FROM WALKER DUCT TO PRIMARY CONDUIT AS REQUIRED BY POWER CO. CONDUIT RISER UP THE WALL. RP-18 C/T CABINET & METER SOCKET BY ELECTRICAL CONCTRACTOR IPAD MOUNT TRANSFORMER BY POWER CO. REFER TO SITE C WER CO. .................... .................................................. .............. ............. ........ ELECTRICAL PLAN FOR EXACT LOCATION. .......... �P- 1 3,1 5,1 7 ETE FLOOR AS REQUIRED TO INSTALL jO#10, 3/4"C. CHITECTURAL DRAWING A1.1 FOR DETAILS. RP-27 INSTALL A 4" CONDUIT WITH PULLWIRE FROM MAIN PHILLIPS C-1 -214 COORDINATE W1 GENERAL CONTRACTOR. TELEPHONE DEMARCATION POINT ON SITE TO TELEPHONE BACKBOARD LOCATION IN TELE/DATA ROOM. VERIFY :P RP-27,29 R:P-�- 1 7 ILl-24 DEMARCATION POINT IN FIELD. P A R T N E R S I P 7#10 3/4"C. IPROVIDE ACTIVATION BOXES FOR CONNECTION TO DEVICES I3#10, 3/4 C. TALLED IN MILLWORK BY OTHERS. ELECTRICAL CONTRACTOR SHALL PROVIDE A #6 CU GROUND IINDICATED TO BE INS Architecture Interior Design Planning I15 WIRE FROM PANEL 'L2' ISOLATED GROUND BUS INTO TELE/DATA I-20 P IR IROOM. COIL A MINIMUM OF 10' (TEN FEET)­FXCESS WIRE FOR WIPMENT MAINTAIN CLEARANCE FOR ELECTRICAL E ... .................... TENSIO TO EQU 7 AS REQUIRED BY NEC. TABLE :"16" FOR 208/24OV. 42" FO IRP 17 N IPW IBY OTHERS. 110-16(a) R P— 770.394J616 Fax 770.3943314 RP-8j40il-2 ...................................... FIRE ALARM P ............ .............................. ................................... 48OV. ALL ELECTRICAL RP-1 I9#10, 1"C. 8,20 7#10, EQUIPMENT SUCH AS STARTER, DISCONNECT SWITCH Ll-21 IF 3-COMPARTMENT SINK IS NOT REQUIREb BY HEALTH IIRP-),,Z & ETC. SHALL BE LABELED. ALL CIRCUIT BNLAKFN I­JANLLBOARD LEGEND 3#10, 3/4"C. 3/4"C. DEPARTMENT, CONTRACTOR SHALL NOT INS' SHALL BE TYPEWRITTEN. SEE THIS LOCATION. COORDINATE WORK WITH PLUMBING. II D RISER DIAGRAM FOR JOTHER REQUIREMENTS. IEU R-1 0 I---------- -- ....... ...... .. . ......... ....... IRP- -- ---------- --- IIIRP-8 IRB E IG H CA C D ANCHOR B P - 1 9 RP-21 .-RP--T5 ... .... ... .. RP- 1.3 ... .... .... . III.......... .............. ......... .......... . ............. ........................ I14 ....... ............. ................. COMPACTOR- 1 OH P/4 IRP-21 Ll 12 I30AMP, 3P DISCONNECT 4#10 3#1 0, 3/4"C. R 311 3#� /4'� 7 IIGND, 3/4' C. CCT TO PA ....... ...... ....... ....... I...................................... .. ................... + I...... . ... L1 -36,42 + I2 'DP'. IICONSULTANT RP-23,25 FOR 5#10, 4 WIREMOLD 6#10, III................................................................................................. I+42" .................. ............ ... ........... ....... ................................. 6 3/4"C. +20" ............................ L -3 . .............. ll------- ------------ .................................... I..................... ...... .. ....... ...... ........................... 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RP- -1 b L1 1 3 F. . .......... � --- ............. . .................. 9 ......................... ........... ...................... +42" — ------- .................................... LIL 14,16,18,20 Jordan & Skala Engineers, Inc. RUG L1 -1,3,5 lll0410070 I.... ......... 5#10, 3/4"C. Il5365 OAKBROOK PARKWAY, NORCROSS, GA 30 3 6) 7# 1 0, 3/4"C. .......................... ............ Project Number IL2-32(34,3 bg --- - -------- ..... PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse0jordanskala.corn 4#1 0, 3/4"C. V . . .. RP-16 .............................................................................. ...... .. . ........ I............. ........................ x GINEERS INC. COPYRIGHT 0 2004 JORDAN SKALA EN 24xl8x72 Ill4#10 I.............. I................ I................. . . ..... . ....... ...... ....... IL 1 F_ ........... L �1 I........... 37b Ll -,376- I+48" +48" II............... ............. L1 -36 ... ... ........ ........................ 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IIllI-35( Ll -35: Ll --�3QGFIXP VILl-10,12 Ll-40 lIle ...................................................... ....... ................ INSTAL' AT UNDERSI TYP-A2 P 5#1.0; 3 _1C LJL UF 4 I1000 t 60AS Il................... I100 ll............. . ...................................... . TYP-A2 WID 60AS OBSTRUCTION BY SHELVING ...................................... 0 R Ll-10 STRU QU RE i ABQVE­ ......... ...... TO AVOb WID UNITS iLl -38 IA I... .... .... ... .... Q)D XOD(1-38 -38 I......................... i fl 14# IllII. ......... 4"C., 3#6 + 1#100 DP-8(l 0 I30ASI /4"C., 3 ... . .. ... .................... ....... .......... .. ................... 1#1oc 10 .......... E ILl -29 IWID 0 lGF1 II........... '12 DP- 1 (3,5 12 ... ...... ....... ...... ... Yf r� ................ . .................. IF ............... ....................... ------ I.................. I.. .... .... . .................. +1 5' ................. ................. Ll -29 L . .... .... 38 .......... ........ .................. ....................... REVISIONS - --- -­ i 1! i DR-- 113(15,1 7) '15 Iir -- - ---- ------ - + 3 3#6 + 1#10G .......................... ............. .......................................... ..................... . .... ... .... .... . 4# 1 0, 3/4" C. .................................. 9 I# DATE L1 -29 DESCRIPTION - - ---------- > L1 -35,37 ------ .................. I--- - ----------- — -------- ----- -- MIN.1 ....................... ............ 08/02/04 INTERIOR UPFIT ................. II4#10, 3/4" C. SPI IF F F1 . ............... . .................... L2- ',4 09/15/04 TENANT COMMENTS U..... ..... Z4 I........... ................................. I......................... I....................... ... r --------------------I-- ......................................... ]�.*_.*�& . ii — 6: .. .... ... ... .... .... .. 10 11 ; M 1 I .. .... .... ... .... ... . ....... .................. .... ... ... .... .... ... .... ... DANEL 7 ... .... ... .... .... ... .... .... ... 'Irs, I ............. SYSTEM I............................................... Ll .... .. - - ---- 2 . ...... . . ....... . I........... + . ....... 7* . ... ... ...... . ....... . .. .... ...... . .. ..... . ....... . ....... . .. .... IM F L1-2 . ....... . ....... . .. .... WALKERDUCT TRIPLE -A 3#12, 3/ CHANNEL "RECESS". I......... 4 -i 3 I.................... .................. llUJ - DOW ��_R 2 b li3/4 C . IA ........................... .............. I...................... .......... t .................. I . ...... ------- --------------- .................................. ...................... ................................................. ..... ....... ... ................ .... .......... .. ................... ;.,.,.,.,.,.,�-.,.,.,.,.,.".".".,.,.,.,.,.--,.-...........-....................'.'.'.'.'.*.,.,.,.,.*.,.".,.* ................... I........... ................. .......... .............................................. l................... . ................................ ............. ..... ........................... ...... l. . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . ......... Ie !FT7 IL I. . ..... . ....... . - -------------- -- ....... . . .... �_OR — ------- JAN 11 - - --- --- . ... ... .... . F ri J-bOXI.- FOR SIGN. IR 'IFY! EXACT LOCATION ....... . . .... - I11 VER I............................. WIT IGN CONTRACTOR. IU IL) I(Ty.. FDC 4 ......................... 01 0 F T L.2-1 I5 ................. . ...... ........... '4 2 2 SETS L2-1 0 IRN1. I........ ... I +5 3 lII3/4 C. ......... __F IPART PLAN OFFICE POWER SIGNAL Q, TYP U Rp:=2� Rp 8 NERAL 0i llRE-i _z ............................................................................... ........................... . ............. ....................... ............... on T� III�v SCALE: 1/8" 1 Ll -31, L2 ... . ................... . l4# 1 0, I........................ 1 !1 I 3/ 4 IITE(' IThis document is (D Phillips Partnership, PC and is TO-G L 1 I1011 I yp- I considered an Instrument of Service and is solely for use with IIres pect to the project as indicated below. All rights reserved. T' r, 15' This document may not be reproduced without the prior ........... ... .... ................... ... ................... ... ............... " i ..... .... ... .............. I. ......... RP-3 1i RP 1 written consent of Phillips Partnership, PC. . .... .... ... ... .... ... ... .... ... .... ... ... ..... . ... ..... ... ........ ................ ­1 -7 ......... ... .. ...... ........... ... ................... .... ................... 31 .......... I.2 ......... 11 ........................... ............... ....... .. . ' RA- ...... ....... 3 3,' Lt, 4 IMG 66 ................................ I I C G TENANT . . ................ 1 5 L 1 ............ ... ................... .... .. ............ - --- ------------------ .... ................... ... ................ . .... ..... . ..... .... ................... ... ................... . ............ ... ................... . ......... . ....... ... ........... .... .......... . 1 0 /4 C.: .................... ... II9,13 + 1 5" L LJ 7 ..................................... T�' 4.. 10, /4" GFI,WP F L1 -40 Ir 3 11-40 �E��p L U �S ........... GFI,WP 19 60AS L ROOM 60AS WID L1 -38 . ..................... .. ....... L1 -38 t T R R. 2, 4, F .. . ...................... . . � ------ I5 D r WORLD MARKET ............. ................ 7#..'iO, 3/4"d ........ ........... ................. .............. . ... ... .. If I "' a 44 3#6 + I3/4'�C' ........... 1#10G I3#6 ........................................... ........................ .......... 2251 W.P. BALL BOULEVARD II....... ........ ... ....... ......... RP r7 J1 I L1 1,3,5 WP/GFI: ................ 5# 1 0, 3/4"C. ............. . ....... I............. ............... .............................. L2 T- ................ ........ .... E-7 T T F I...... ........ IT ....... .... ... ........ PROJECT .......... F I I f I j .... ....... ..... ....... ....... III....... ........ P IL2 ........... I.................... ....................... IIIL I n I.4 I. . ... LL ... . ...... .... .... I THE MARKETPLACE .................. . ..... I.... ...... .... T .. ....... .... ..... .......... ........... ...... .. ...... . . .... ... .. . ........ .... .. ------ AT SEMINOLE TOWNE CENTER I....... ..... . .......... ..................... ILL FT. Ll 1,3,5 5#10, 3/4"C. ............. .......... ................ .............. ................. ................ . .......... I...... . ... GE N 9 GEN9 F�� .-. , : I. : I ..................................... .............. ................ N 9 i:� I .: .......... I' YP L ................ ....................... .............. . ..... - i . -P-L vyp.L IV;.:_ TYP-P .................. TYP-P ..... . ............... . ... N E FOC IH, C"! II------------- SANFORD, FLORIDA I. ......... . . ........ II............... THIS SHEET DETA CLIENT .............. IIL 3. ---- --- ---- I -ENLARGED POWER - --- - ---- . .............. . .... ........... -------- --FLAN FOR THIS DRAWING . ................ . ... . ................. - - -------- -- ----- ... . ................ ............................................................................................................... ................................................................................ ............ ................ ........................................ .................... NORTH AMERICAN PROPEKTIES 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 NUMBER0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE TENANT FLOOR I............. ................. .......... PLAN - POWER AND SIGNAL A SHEET NUMBER NORTH REVISION # 31 SUMMARY KE=2mO TENANT FLOOR PLAN POWER AND SIGNAL A, RELOCATED FIRE ALARM PANEL PER TENANT COMMENTS SCALE: 1/8" REVISION # 16 SUMMARY A. ADDED SHEET a ... E................ \/AI \/E- DESIGN BUILD INTENT DEVICES SHOWN ARE GENERAL INTENT ONLY. CONTRACTOR SHALL PROVIDE ALL NECESSARY DEVICES, WIRING AND CONNECTION TO PROVIDE FOR A COMPLETE AND OPERATING SYSTEM BASED UPON LOCAL CODE REQUIREMENTS AND/OR LOCAL FIRE MARSHAL REQUIREMENTS. EOLR - STROBE CIRCUIT (NON-SILENCEABLE) EOLR - ZONE 9- DUCT SMOKE DETECTORS (RTU-5) EOLR - ZONE 8 DUCT SMOKE DETECTORS (RTU-4) EOLR - ZONE 7 DUCT SMOKE DETECTORS (RTU-3) EOLR - ZONE 6 DUCT SMOKE DETECTORS (RTU-2) EOLR - ZONE 5 DUCT SMOKE DETECTORS (RTU-1) EOLR EXTERIOR LOCAL WATER 7 FLOW ALARM 2 1 5 FUTURE NOTIFIER UDACT ELECTRICAL CONTRACTOR TO INSTALL ABS-8R BACKBOX TELEPHONE UDACT LINE #1 TELEPHONE LINE #2 PHONE CABLE RJ-38X MODULES IN CONDUIT LOCATED AT TELEPHONE TERMINAL BOARD TYPICAL FIRE ALARM/MONITORING PANEL RISER DIAGRAM REMOTE POWER SUPPLY FIRE ALARM SYSTEM LAYOUT � NTS 1 3 EOLR - ZONE 4 I PANEL SMOKE DETECTOR EOLR - ZONE 3 MANUAL PULL STATION -- -MN EOLR - ZONE 2 VALVE TAMPER ----- ^NV- EOLR - ZONE 1 WATER FLOW FIRE ALARM CONTROL PANEL SILENT NIGHT MODEL 5207 LED ANNUNCIATOR (LOCATED AT CUSTOMER SERVICE BOOTH) 3#12 FIRE ALARM CONTROL PANEL 120VAC-20A DEDICATED CIRCUIT FROM ELECTRICAL SUB -PANEL (LABEL BREAKER "FIRE ALARM") NTS 4 CONTRACTOR INSTRUCTIONS FIRE ALARM SHOP DRAWING SUBMITTAL: FOR FIRE PROTECTION DESIGN INTENT. FIRE ALARM CONTRACTOR 'TO COMPLETE FIRE ALARM DESIGN, INCLUDING BATTERY & VOLTAGE DROP CALCULATION. OBTAIN PERMIT AND COMPLETE INSTALLATION IN ACCORDANCE WITH REQUIREMENTS OF LOCAL FIRE MARSHALL. SUBMIT PLANS TO FIRE DEPT. AND LANDLORD FOR APPROVAL. DUCT SMOKE DETECTORS: ELECTRICAL CONTRACTOR SHALL CONNECT TO DUCT SMOKE DETECTORS IN AIR HANDLER UNITS REQUIRING FAN SHUTDOWN. DUCT SMOKE DETECTORS, REMOTE TEST & RESET STATIONS, AND REMOTE INDICATORS FOR DUCT SMOKE DETECTORS SHALL BE FURNISHED BY MECHANICAL CONTRACTOR. DETECTORS SHALL BE INSTALLED BY THE MECHANICAL CONTRACTOR IN UNITS WHERE REQUIRED BY THE MECHANICAL CODE AND SPECIFIED BY THE MECHANICAL ENGINEER ON THE MECHANICAL DRAWINGS. TEST AND RESET STATIONS AND REMOTE LED INDICATORS FOR DUCT SMOKE DETECTORS SHALL BE INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. LOCATE LEDS ON SURFACES WHERE PLAINLY VISIBLE FROM THE FLOOR, AS CLOSE AS POSSIBLE TO THE CORRESPONDING DUCT SMOKE DETECTOR. REMOTE TEST AND RESET SWITCHES SHALL BE LOCATED ADJACENT TO THE FACP. ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED WIRING, CONDUIT, JUNCTION BOXES, AND CONNECTIONS AS NECESSARY TO CONNECT THE DUCT SMOKE DETECTORS FOR PROPER OPERATION. EQUIPMENT ZONE ANNUNCIATOR LABELS: THE CONTRACTOR SHALL TRANSFER PERTINENT ZONE INFORMATION TO THE LABELS PROVIDED IN THE EQUIPMENT INSTALLATION BOOKLET. ALL ZONE DESCRIPTIONS MUST BE COORDINATED TO CORRESPOND WITH THE APPROPRIATE ZONE AND DEVICE ADDRESS DESCRIPTION AND THE FIRE ALARM ZONE PLACARD. n_r1=Q NTS 2 PHILLIPS 5 .00--m P A R T N E R S» I P Architecture • Interior Design . Planning Pl— 770.3941616 F 770.3943314 RF RE D RB E F O H A ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. f� Project N nber - 0410070 J 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL: jse0jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT Q 09/15/04 TENANT COMMENTS This document is p Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with SYMBOL DESCRIPTION respect to the project n indicated below. it rights reserved. This document may not be reproduced without the prior written consent of Phillips Partner§hip, PC. FACP FIRE ALARM/MONITORING PANEL TENANT (5-0" AFF TO TOP OF CAB) ANN FIRE ALARM SYSTEM REMOTE cosT p>l,�s ANNUNCIATOR PANEL (4'-6" AFF TO TOP OF PANEL) WORLDffim"ARKET FOPS FIRE ALARM SYSTEM REMOTE 2251 W.P. BALL BOULEVARD POWER SUPPLY PANEL (5-0" AFF TO TOP OF PANEL) CONVENTIONAL IONIZATION ®I SMOKE DETECTOR PROJECT � CONVENTIONAL PHOTOELECTRIC P SMOKE DETECTOR RATE OF RISE & FIXED TEMPTHE MARKETPLACE ® THERMAL DETECTOR AT SEMINOLE TO'WNE CENTER O CONVENTIONAL 4-WIRE DUCT SMOKE DETECTOR MANUAL PULL STATION (4'-0" AFF TO ACTUATOR) SANFORD, FLORIDA HORN/STF,'OBE SYNCHRONIZATION MODULE CLIENT STROBE ONLY °(80" AFF TO BOTTOM OF UNIT) ,o HORN/STROBE (80" AFF TO BOTTOM OF UNIT) NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 HORN/STROBE ROSWELL, GA 30075 E(80" AFF TO BOTTOM OF UNIT) TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 MWP WEATHER PROOF HORN ISSUE DATE 05/14/04 b ELECTROMAGNETIC DRAWN BY/CHECKED BY DOOR HOLDER AWO/CCJ DRAWING TITLE VANE TYPE WATER Flow swlrcH TENANT FLOOR PRESSURE SWITCH PLAN v FIRE ALARM REVISION # 31 SUMMARY VALVE TAMPER SWITCH A. RELOCATED FIRE ALARM PANEL PER TENANT (BUILT-IN ON VALVE) COMMENTS 16 SHEET NUMBER TAMPER SWITCH REVISION # 16 SUMMARY A. ADDED SHEET LED INDICATOR LIGHT KE=3mO ©LM FOR DUCT SMOKE DETECTOR MONITORING EQUIPMENT LEGEND NTS 1 - - - - . I . . I . I � I W F-- i.... . .. i. , , .. " .1 1 0.j!: . - -_ _ ,,--,,-.- - ­­­- - , - �­� * , I a ........ - - - - - - - - - - - __ . - I - ___ __ - - � I - __ - - ____ __ - __ - - - - - ___ - - __ - , ____­_1_ ,_ __ - - - - . _. - - __ - - - - - I � __� __ ,� � - . I , � I : � : . : :, : . � : :� I . : \ I : : . :, : ; i : I : : , ; ; I : : I . : : i : I : I : ; : : I : : t I : : I : . i -1 : i ; : : . . I : - z : : I i � : z : : r ! : I : . 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NOTE: : : : : R 1, - r" I" : : % : : - I I "'i" lv,! ---� .... ... - , ,,� , : - ; -�VIA - : : : - �: : : : : : "'. F tt � I' .. : : . - - � .. . U . , _= SEAL : � . e : : : , , I : : � -, ; : I : : . : ; : -E . : . .: : : : z Z , ­; : : ; : ­: : . _� �, - : , : : : : .: : - . , , * : _ �0� ��i_� . : : : . EVICES TO BE EXPOSED (VS. INSTALLED IN CONDUIT). , - ` it it . . ,1 - : " . 1. . - � - "I " 11 � - -� . ... ­­ . ........................................................... ..................... � ........... ­­ ..... ..... : I i ii.- : ; : : ... 1: : . .1 v_., ...... .... . c­ : i I , : . , : : : : �, : : �_� ... : � ................... S�: ! ..... ...... ; : : : : - : . .. . . - : : .� ' _1­i'TPLA-"E : I I I . : - : . .. it :: - : I / : : , I I , I $vr 1 I., VER � A� it...... : � .. : f sl'� toRr" I I I I I . . I 1. . . . . . : : : . . i I : it : : . .. . : ......... . .. : : .. : , : ------------------ 1/. : I .. .: it . : . I . . C . -...., ---J:: : .1 ............. : . . _� @ ..... - _... . _.. .- :: : : .: - I : : : I - 11 : . I. I F fQ CONTROL/ - _.. ... ­_ - : it : : .: 2. YSTEM IS THE RESPONSIBILITY OF SONITROL TO : * : ; e ...................... ................ .. : . ........................................ .......................... I i ,It, : .:: I : : ­ ­.­ _ ....... . * ... ............. * ....... `F­ ................. *-*,**' . . . .......... ...... / : .. - I _....... -F. . . .... r f ...... ... : : _. ...- __ ., : :, .. . . r. ­ ..... ',",, ; . . : - -.---. - "It: : : : it : -1 I . : . ,7--CONTACT @ 'I �... ­1 ----- ......... ; :: : !. . .......... - . : : : r ! . . . : , : i � . ..... . . ... ... __ _... .__ _.... . ....... . ..... . -.......- _... __ - ................... ­ .1 :1. I . --: : . . " """ _­­ **- __ . , - . '. .......... : . '.) MM NICATOR PANEL : ; ! : : - : , . , , : : if : : : : I : -_1 it : : : : : : . OF HATC ... .... -_ _... __ _.... .- : " : : : : \ H I CO ...... . ....... . - :; FURNISH, INSTALL AND CONNECT ALL DEVICES. ELECTRICAL CONTRACTOR : : : ; : ... � ... : .............................. _.,!: .: : : : : _..; ... : : : : ___ i -.4 : F, * ---- - : . SHALL FURNISH CONDUIT WITH PULLWIRE STUBBED UP TO BELOW ROOF : : . � : : ! : : .. : I., 1:::.: ....................... . 11 ............... : : ; ........... ......... � .. .... - ',�,,;, � . ....... _ .....- _._ _... .- -.,.. . . ...... - : III : : : i : : I I 11 ............................ ­- ..... .A.,'... ­111.1 : .............. :::.­­ .................. , : , - 11 : .: it -, ., � �� � .... � .......... ................ : --- ...... ­­ I ` ..................... � ............................................... F., REG w�li :: : : :: : : ......... � ........ ... i �:.� ... 1-�:� . .. � . .. . ...... . ...... . . . .... __ t . 1. , -, , � - 1 §­4 ...... - - -­ ­ ­. ...-, ... ". _­­ . .: STRUCTURE ABOVE. %...- . ,kl. : ;, 1 ::: � .F, i, : : : : ... ­0 I . " �,i 11� : : : : : � ::: . - ... ....... - M ........ 0 it :: .: : . _ "...'.'.. .!7., . . _ ::: I : t: : . it : : it _______ . ____ U . J, ; - ­__ - - : it : .. . .. : �. " . - I ­ I I - . . J - . A , . .. I 13 .1 .... I U-1- .1 ? . .'I - Mm ...... '. I/ �' - -, : - " � --_J, / : : I . ... ..... - , : �,.,: ! .1..R..'.*..`1'.'.'.*#..'.* ........ : ;11 ;� : : : : ; : . : :,. : : . A .................... :s.6:_,.,_ 1� I . I ii, ACCPS:� _R : : : i I r" 1. 11fl : : : : : -.0 : : .: ��il .__ -- :: : : 1. A- � ......................... _ : : " * : . .: I : .. . I .x ; : . . ! �:: : : �_ . ! . . , : : : : - : , , , , ::: � �OQF H - i : :1 . . . . : ..: : . 1, ,:: : : : : : . .: 3. ELECTRICAL CONTRACTOR SHALL HAVE SECURITY CAMERA SYSTEM UP AND ­­_".1 --- l-, : _,��= - __ � I - : : : . . . . . - . � - ­_­. : : : ,::. F-A _--- � __1 � : : . : : : : , � .... . : . : : . : . . .. ­ ...... ­�., : . . : ===M`Mfz=_= � .. : ,11 : I : I . . ­_-M .;i%:... � � i : : : : I -M. :� .;;; .­:..,.:.. .�ii,,�11 .:,.. ,,, : : :: : .11 * . . : . ! . : RUNNING ON DATE OF POSSESION BY COST PLUS. CONTRACTOR TO : : �.�.;.'.­ ... :,. .. , ......................... ............ ..; o. . __ : ...,,...­..'.....�. i : : : - : I . - WALL CUNT . AtjIli 1 1 "6 Wl- '. __1 ­.[- ; -� I F.)'Y t i : : : : : : : : U ....... ............ _ ... � E � . ... .... .... .. � '. ;. ip _. CAi Y `­ 11 I : .. - : 1* : � �'.,.­� ,,,, - - ! : ill : : ': . C I- ii : : : . . :::: . I I I " COORDINATE WITH SONITROL MONITORING SYSTEM HOOK UP. '' . - - � ; . : .. - I/ �1. , : ! I it it : : - : DET _4j." 1 ,-- ! DOMED: CAMERA P.T,Z 1 it it - ! I . : - :,. - . i r _.� M § ,,�� I I -k.� r�, i� ! I I ,� i, ­ �,�K�OTION . i ::it: F-\ 4. ., , . -1 " ", f ...... ­­ ... / I : :: it : : ­,.,­Jf'� 11,�!-",-' �OTION . *�D EQUIPI : ; it :: . : " ___ _ i EAD-!EN I ... ­.,i� " i , I :: ; : : : I : : : : I : -;,4Y i * . . : , _ AENT 31 : -, - (CA��,: ISTERS) ....... I ........................... -- I .................... � ...... : : _,:���CC L;� . , I I - . ................ : ... I ...... L. : I : i i -1 : : it - I : . ... ........... I I : : E, "" i I - - - - -; . x� i ....... �i I `� 10I.-A : , ,.,." z `!() -_` "I'll, .., . . " , , : �...::.. � ,,' -' , r- ` - R I :: _ � . . �, : : . . ........... I ... I—— ... MO-'*'iC,,� . . : 11 I i : :: : : � . I R: V�R, MULTIPLEXER - " "AS -! 21 .) - r . - " -f-n C", . it . . . . :: , : (M -M--, - . . ,�. -11 - ...... . � . ....; ...... I � : )__,Ri , I i'l -, : : : : : : : ___ _ : ,.�, .. I . T0:G,f'..*, .... I . : : : ; : I ...... I ....... f - ... I / : : : .:: : . : : : .- .. .. i .............. I , ­: I : : : : :: : : ::: CONDUIT INSTALLATION WITH SONITROL. : - - 01: : ;. .. : 11. ; :; : �'. _ --- . : . : .111" ; ... I �:� ::::: F ........ W ... . .. M.T.-.- .... Ill it : : ::: .. ...... . ............. . ��:i ......... .................. r : 7 FI.... . :.::::] ...: : REG 4�4 ' N. : ......................... I ................ ? ...... ... ..................... . : .1 ...... .......................... I ............. �., ..-.---.- .............. . . I WIK, " '_ : it : : : ............................. ... ....................................... � ....... J ............ . . . . ........ . . : it : : . : ! , : : : : : : . : I ---: "I : : : .::, , , I : , P F - �-�J'� J! : : : : ::: : : i i .... I ..... 0 , , . . . : : i : : ::: : " , , : : : : : : : ! : : : : : 1 : - : it : : : : 5. NO SUBSITUTION ALLOWED FOR CAMERA SECURITY SYSTEM. SONITROL IS : : '_ - - �* :;: . it 1""' I - J : :11 : : it : I I : :: it . : i -_ � ... . ::: : : : : : : C `1 I-Pi"'�& : : : : : I :11 it : ,,t;&`*­1 ' I I I : : it : : - : ; I-) / ::: ; : : :,:; .. ............ : .......................................... : : ,--.-'- r­ , " ... . : . 0 ... ­* ..., ;:: '­ k GWL QEEAr 1: : : it : : : ::: . . : .....�,_�,,q .-- I . :: : : ___ : . , : : . E . : : it : .�_ :t .. I -77z� : .:1 I- ,[, :::: . EPA I�F'G P� : . ....... I : _ , I iT �k 1 I . .. I ............... � .............................................. / I ............................. ............ ,_ ECTOR I : "' . ....... F . ..:_.'..::. _%T i :: : =t.: / ::: : � I . ...................................... ......... f ....... I ....... * ... ­ . : : : : . - I ... I ..... I . I : � COST PLUS STANDARD. : _r : ; ::: : i i"I"" ., : I ; : : : : : : I ; . I .�, �_­/ ,.,.--q­,,ST�A . : : : : - � - , .- ; : (1 5' FROM GLASS) : . : : : it : : . I : . : : : it : : Of- I'"! 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PROJECT : : . : I : I : � : : 1/8--=1 1 : SECURITY FLOOR PLAN v, 3 : : : : . : THE MARKETPLACE : I : � :. I : - : : : : : : AT SEMINOLE TOWNE CENTER : . : : : : : : � I : : : � : : : : : : : : . : I : . : : . : . : : : . : � :. . . : . : I SANFORD, FLORIDA :, : : . : : . ; ; : . : - : CLIENT ; I : � : . : : _� : i... i : I _.� : - : . _, .....� ;. ­.. - . I.- , I ­_ --- � I ..... I � .... .- ..._ ...... _......... __ __ i­_'. . �Z..� - _­ - , , , 1- �- I , -.1 . . - __ '­ ­­ ­ - ­ XXX- - � ... ... _ - . _..__.._._` - - . . .. .... �, �"- ", . , -, ___ � , ..__­e I I I *­*1 ,,,_... _..., .... . __ - . � - - ....., ,_ _ � ..... __....._., -, __ 1_11 ,,,,.. - .... � _ .... __ __ . - ,_,�_ � ._ _ ... ... _� _._.._.__,._ .�i�..,.....__,_,_. . __ .... . - � __ ..�.......,. __ . - �� � � - I - 4 � . . . . NORTH AMERICAN PROPERTIES � I .. NORTH AMERICAN PROPERTIES - TL I . . . 1080 HOLCOMB BRIDGE ROAD � . . � I BUILDING 200, SUITE 150 : - ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 . I . PHILLIPS JOB NUMBER -1-- . � - � � ISSUE DATE I -- .. I I . 05/14/04 . . . I I DRAWN BY/CHECKED BY I I . I . AVYO/CCJ . I - � . DRAWIN T I . . . . � I . .. . TENANT FLOOR , . . I PLAN - SECURITY � �. I I . I /1 \6 SHEETNUMBER I , � ­ : - : : : : : . : : I I : : ; : REVISION# 31 SUMMARY KLV=2 : : : : A. MOVED CCTV HEAD EQUIP, . : : .11 - _1111=111111111111111111* : . � � ; I - . , I : . . . I � INTRA - � : � . I ­ 1. � 1-900010E L PARK VVEST I � : ., ; �: : . REVISION # 16 SUMMARY p .1. I I � �. I . I � � . .� . : ,�;: � � I � ­ .�­ � I �- . :..� , "I ,� ''I : . - : . i I I I � _". -�_ � '.. -400 m - - -, � - I : ., E � , I ,:, m SUIT .. � �� I f, I il .. - A. ADDED SHEET � - ;� .� _,- �� , : . .. � � � �� - -_ �. ­,z.v".. "­ ; � I I - - . -1 I �- - � .- ` .�, � .1� _J _1� �---��'� � ATLANTA, 6011161A 30�?��, ... 7 ��­ I � ei . I � I 1. I I 1­ ,. '. ': .� � *1 ,� . � . �; . ­ � I - I � ,. 1� � i � ­-___­___ -------- . . � I CITY OF SANFORD SEMINOLE COUNTY, FLORIDA A DEVELOPMENT FOR: N1 ani no] :3 A Ll 11 BROW W THIS ABBREVIATION LIST IS A STANDARD AND NOT ALL ABBREVIATIONS ARE NECESSARILY USED OR REPRESENTED ON OR FOR THIS PROJECT AB. ABOVE M. METAL PAN AC.T. ACOUSTIC TILE MB. MARKER BOARD ANC. ANCHOR MAS. MASONRY A.F.F. ABOVE FINISHED FLOOR MAX. MAXIMUM ALUM. ALUMINUM MIN. MINIMUM ALT. ALTERNATE MAT. MATERIAL ARCH. ARCHITECTURAL) MTG. MOUNTING @ AT M.C. MECHANICAL CONTRACTOR MECH. MECHANICAL BIT. BITUMINOUS MANUR MANUFACTURER BLDG. BUILDING M.Q. MASONRY OPENING B.M. BENCH MARK M.R.G.W.B. MOISTURE RESISTANT BD. BOARD GYPSUM WALLBOARD BLK. BLOCK BOT. BOTTOM N. NO FINISHES BRG. BEARING N.I.C. NOT IN CONTRACT BSMT. BASEMENT NO. NUMBER NOM. NOMINAL C. CARPET N.T.S. NOT TO SCALE CAB. CABINET CB. CHALKBOARD O.C. O/C ON CENTER C.J. CONTROL JOINT QPNG. OPENING CONC. CONCRETE CONT. CONTINUOUS C.M.U. CONCRETE MASONRY UNIT PS. PROJECTION SCREEN C CLEAR PART. PARTICLE COO CONSTRUCTION PART'N. PARTITIONNST. CONTR. CONTRACTOR P.C.PLUMBING CONTRACTOR CLG. CEILING P.C. PAINTED COL. COLUMN P. PLASTERPLAM. C COORDINATE PLASTIC LAMINATE CTR. R. COUNTER PSF POUNDS PER SQUARE FOOT C.T. CERAMIC TILE PSI POUNDS PER SQUARE INCH CENTER LINE PLYWD. PLYWOOD R PLATE DIET. DETAIL ± PLUS OR MINUS DWG. DRAWING DR. DOOR QT. QUARRY TILE DN. DOWN DIM. DIMENSION RCB. RESKIN EXISTING CHALKBOARDS 0 DIAMETER REG. REGUPOL REINF. REINFORCED or REINFORCING E. EPDXY PAINT R.D. ROOF DRAIN EXIST. EXISTING REQ'D. REQUIRED ELEC. ELECTRICAL R.A. RETURN AIR ELEV. ELEVATOR or ELEVATION R.O. ROUGH OPENING E.C. ELECTRICAL CONTRACTOR R. RISER or RADIUS or RUBBER EXP. EXPOSED or EXPANSION REC. RECESSED EXT. EXTERIOR RM. ROOM EL. ELEVATION R.W.C. RAIN WATER CONDUCTOR EA. EACH RTB. RESKIN EXISTING TACKBOARD EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY S. SEALED CONCRETE ETR EXISTING TO REMAIN S.A. SUPPLY AIR ET. EXISTING TERRAZZO S.C. SOLID CORE SCH. SCHEDULE SECT. SECTION F.D. FLOOR DRAIN SH. SHELF or SHEATHING F.S. FLOOR SINK SIM. SIMILAR FDN. FOUNDATION S.F.C.M.U. SPLIT -FACE CONC. MASONRY UNIT F.G. FIBERGLASS SPECS. SPECIFICATIONS FL. FLOOR SQ. SQUARE FIN. FINISH(ED) S.S. STAINLESS STEEL or SERVICE SINK FT. FOOT or FEET S.S.D. SEE STRUCTURAL DRAWINGS FTG. FOOTING STD. STANDARD FURR. FURRING STL. STEEL F.C.G.W.B. FIRE CODE GYPSUM STR. STRUCTURAL WALLBOARD SYN. SYNTHETIC F.O.S. FACE OF STUD F.O.M. FACE OF MASONRY TV. WALL MOUNTED TV BRACKETS F.O.F. FACE OF FINISH TB. TACKBOARD T. TEMPERED GLASS G.C. GENERAL CONTRACTOR THK. THICKNESS) GRD. GRADE T.O.M. TOP OF MASONRY GL. GLASS T.O.P. TOP OF PARAPET GA. GAUGE T.O.S. TOP OF STEEL G.W.B. GYPSUM WALLBOARD TYP. TYPICAL TH. THRESHOLD H.C. HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE H.M. HOLLOW METAL HOR. HORIZONTAL V. VINYL BASE HGT. HEIGHT VERT• VERTICAL HDW. HARDWARE V.C.T. VINYL COMPOSITION TILE HVAC HEATING, VENTILATING & AIR CONDITIONING W. WOOD FLOORING WR. WOOD REFINISH (EXISTING) I.D. INSIDE DIAMETER W/ WITH INSUL. INSULATION W/0 WITH OUT INT. INTERIOR INV. INVERT Wp. WOOD WDW. WINDOW JT. JOINT W.G. WIRE GLASS W.W.M. WELDED WIRE MESH KIT. KITCHENETTE) XP. EXPOSED PAINT L. LATEX PAINT L.L.V. LONG LEG VERTICAL L.L.H. LONG LEG HORIZONTAL L.F. LINEAL FEET LAM. LAMINATE LAV. LAVATORY 1 � � �► 1 A W11*169110mr9l OMAN BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL 770.645.6566 FAX 770.643.9540 DIRECTORY RESPONSIBILITY CHART SYMBOL INDEX PROJECTSHEETINDEXINFORMATION - FURNISHED INSTALLED NATIONAL ACCOUNT/ LISTS OF ITEMS ELEVATION LETTER OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE G.C. C.P. G.C. C.P. REMARKS SECTION REFERENCE A•� LOCATION: CITY OF SANFORD DETAIL NUMBER 1080 HOLCOMB BRIDGE ROAD JOEL MABRY ACCESS PANELS ! • xx 1 -.,-- WALLS SHOWN IN SEMINOLE COUNTY, FLORIDA TITLE SHEET BLDG. 200 SUITE 150 TEL: (770) 643-6566 Ax. Ax.x ELEVATION PROJECT ADDRESS: 1400 RINEHART ROAD KT1.0 TITLE SHEET ROSWELL, GA 30075 FAX: (770) 643-9540 BALER ® • MARATHON EQUIP, Co. SHEET NUMBER CONTACT: GREG LEON SECTION SYMBOL SHEET NUMBER SANFORD, FLORIDA 32771 KT2.1 ACCESSIBILITY GUIDELINES I ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH BALER DISCONNECT • • 1 REVISION MARK INTERIOR ELEVATION KEY ARCHITECTURAL 9000 CENTP�AL PARK WEST DWIGHT BAILEY �— SITE ZONING: PD KA1.1 SHELL FLOOR PLAN SUITE 400 TEL: (770) 394-1616 CASHWRAP FIXTURES ! ® ROOM NAME BUILDING SET BACKS: FRONT: 25�-0;; KA1.4 ROOF PLAN ATLANTA, GA 30328 FAX: (770) 394-1314 CASHWRAP REGISTERS/WIRING ® • No ROOM NAME AND DETAIL NUMBER REAR: 10�-0„ KA1.5 SIDEWALK, RCP, &STOREFRONT PLAN X SIDE: 10 -0 CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN SONITROL NUMBER AX.X -SHEET NUMBER WIND SPEED 110 MPH KA4.1 EXTERIOR ELEVATIONS 3660 MAGUIRE BLVD. BURGLAR ALARM SYSTEMS ® ® CONTACT: MIKE LYNCH µ`"13 ALIGN DETAIL SYMBOL SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS KA5.2 WALL SECTIONS SUITE 200 TEL: (407) 898-1511 1 ORLANDO, FL 32803 FAX: (407) 898-4791 CHAIR WALL SHELVES ® ®� ALIGN SURFACES APPLICABLE CODES: KA5.3 WALL SECTIONS A � r--- �----KEYED SHEET NOTE KA6.1 ENLARGED PLAN DETAILS COMPACTOR ® ® MARATHON EQUIP, CO. DOOR TYPE FLORIDA BUILDING CODE (FBC) 2001 EDITION STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON CONTACT: GREG LEON LIFE SAFETY CODE (NFPA 101) 2000 EDITION KA7.1 DOOR SCHEDULE 1550 NORTH BROWN ROAD 1 — COMPACTOR DISCONNECT DOOR DESIGNATION PROPERTY LINE NATIONAL ELECTRIC CODE (NEC) 2002 EDITION 1 • SYMBOL F.B.C: GAS VOLUME SUITE , 00 TEL: (770) 491-7550 (IGV) 2000 EDITION TUCKER, GA 30043 FAX: (770) 491-7750 EXTERIOR SIGNS ® • F.B.C. MECHANICAL VOLUME (IMV) 2000 EDITION STRUCTURAL (SEPARATE PERMIT) q CENTER LINE F.B.C. PLUMBING VOLUME (IPV) 2000 EDITION MECHANICAL/ JORDAN & SKALA LYNN WITCHER FIRE EXTINGUISHERS/SIGNS ! ® GRID LINE (LETTERS IN KS-1.0 GENERAL NOTES, FOOTING SCHEDULE PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS ONE DIRECTION AND �`-WALL TYPE & RTU DETAILS NORCROSS, GA 30093 TEL: (770) 447-5547 MARKETPLACE AWNINGS • • "CAMERA READY ARTWORK FOR _ NUMBERS IN OTHER KS-2.1 FOUNDATION PLAN FAX: (770) 448-0262 GRAPHICS SUPPLIED BY COST PLUS" 0 DIRECTION) MARKET PLACE FIXTURES & ® • OCCUPANCY CLASSIFICATION: MERCANTILE KS-3.1 ROOF FRAMING PLAN /3\A EQUIPMENT TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED KS-4.1 FOUNDATION SECTION ELECTRICAL: JORDAN & SKALA TONY OWEN FLOORING TRANSITION, 5635 OAKBROOK PARKWAY PATCH PANEL THRESHOLD, SADDLE, SPRINKLERED KS-4.2 FOUNDATION SECTION KS-4.3 FOUNDATION SECTION NORCROSS, GA 30093 TEL: (770) 447-5547 ETC. ALLOWABLE HEIGHT: 2 STORIES - 55' FAX: (770) 448-0262 FIRE ALARM SYSTEM ® ® KS-5.1 FRAMING SECTIONS WHEEL CHAIR TURNING ACTUAL HEIGHT: ONE STORY - VARIES (35'-0" MAX.) KS-5.2 FRAMING SECTIONS RUG DISPLAY EQUIPMENT ! � STRUCTURAL SUPPORT BY GENERAL RADIUS ACCESS (60" LANDSCAPE SITE SOLUTIONS DAVID FLOYD CONTRACTOR DIAMETER) ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) KS-5.3 CANOPY SECTIONS ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SALES &STOCK SHELVING ® ® KS-6.1 TILT -UP PANEL ELEVATIONS SUITE C-101 TEL: (404) 705-9411 OCCUPANT SEPARATION: N/A ATLANTA, GA 30342 FAX: (404) 459-9412 TIME CLOCK ! ® TENANT SEPARATION: N/A MECHANICAL EXITS REQUIRED. N/A Ar GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS VINYL BASE AT CASH WRAPS • ! xx CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 Ax.x EXITS PROVIDED: N/A KM-1.1 SHELL FLOOR PLAN -MECHANICAL BUILDING 400 FAX: (770) 522-9273 VINYL BASE AT MARKET PLACE ® • TRAVEL DISTANCE: w »u ATLANTA GA 30350.x DETAIL MARK a,N-� ' ^�`�� 13 A VINYL BASE AT CHAIR WALL • SPRINKLERED. 200 -0 PLUMBING BUILDING CITY OF SANFORD DON FLORIAN MAX. KP-1.1 SHELL FLOOR PLAN -PLUMBING DEPARTMENT: 300 N. PARKAVENUE COFFEE MAKER SANFORD, FL 32772 TEL: (407) 330-5657 - FAX: CART RAIL ! ® X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL ELECTRICAL - LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. KE-1.1 SHELL FLOOR PLAN -ELECTRICAL %e t LOW VOLTAGE J-BOXES, FIRE CITY OF SANFORD TIM ROBLES CONDUIT, PULL STRINGS • ! DEPARTMENT: 300 N. PARK AVENUE TEL: (407) 302-2520 SANFORD, FL 32772 FAX: (407) 302-25526 LOW VOLTAGE WIRING &EQUIP. ® B SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 NOTE: LAKE MON ROE, FL 32747 FAX 1. CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND COSTS FOR PERMITS, LICENSES, ETC. 2. CONTRACTOR IS RESPONSIBLE FOR COSTS OF INSPECTIONS AND TESTS. TENANT CONTACTS NATIONAL VENDOR LIST AREA/ EGRESS DATA FIRE RESISTIVE REQUIREMENTS LL (IN HOURS) CARL 200 4TH STREET CONST DIR LIGHTING FIXTURES BALER &COMPACTOR SQUARE FOOTAGE: s REQUIRED PROVIDED LAUGHLIN: OAKLAND, CA 94607 TEL: (510) 893-7300 EXT 3527 '' �� 2 FAX: (510) 893-3693 AMERICAN WHOLESALE LIGHTING MARATHON EQUIPMENT CO. CONTACT: GREG LEON CONTACT: JEFF JENSEN P.O. BOX 1789 WOODY CONST MGR 41400 CHRISTY STREET VERNON, AL 35592 SHIELDS: TEL: (510) 893-7300 EXT 3601 FREMONT, CA 94538 P-800.633.8974 V-510-252-1088 F-205.695.7250 LINDA -TELECOM COORD email: jjensen@awlighting.com HALEY: TEL: (510) 893-7300 EXT 3296 TELECOMMUNICATIONS , SLIDING GLASS DOORS Norstan Communications, Inc. JOHN DIR OF LOSS PREVENTION STANLEY DOORS CONTACT: Diane Ott USE AREA (S.F.) SQ. FT. PER PERSON OCCUPANT LOAD RETAIL 15,462 30 515 BUSINESS 961 100 10 STORAGE 1,660 300 6 TOTAL OCCUPANCY 18,083 531 BEARING WALLS - EXTERIOR N 0 BEARING WALLS - INTERIOR N 0 NON BEARING WALLS - EXTERIOR N 0 STRUCTURALFRAME N 0 PARTITIONS - PERMANENT N 0 SHAFT ENCLOSURES 1 NA FLOORS AND FLOOR -CEILINGS N 0 TRIGUEIRO: TEL: 510 4949 Westown Parkway, Suite 245 ROOFS AND ROOF -CEILINGS N 0 ( ) 893-7300 EXT 3244 T.B.D. West Des Moines, IA 50266 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. V-515.698.4633 EXTERIOR DOORS AND WINDOWS N IF >10' TO —P 0 STEVE STORE PLANNER CADUNGUG: TEL: (510) 893-7300 EXT 3505 SECURITY/CAMERA SHANE HUNTLEY: STORE SYS COORD TEL: (510) 893-7300 EXT 3232 SONITROL CONTACT: MIKE LYNCH 40556 AVENIDA CENTENARIO IFS INTEGRATED FACILITIES SYSTEM11 TEMECULA, CA 92591 1 V-909.694.6538 CUTLER —HAMMER F-909.694.3819 3697 MT DIABLO BLVD email: mlynch@sonitrol.com LAFAYETTE, CA 94549 CONTACT : KEN SCHMIDT V—(925) 299-3751. TOILET ACCESSORIES FORT JAMES TOILET ROOM ACCESSORIES ONLY UNISOURCE CONTACT: JERRY BAER V-510 985 2471 F-510.985.2375 UNITS OF EGRESS REQUIRED (0.2" x 531 PEOPLE) 106 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 112 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 102 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 214 INCHES �B STAIRWAY CONSTRUCTION N.C. N.C. N = NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE N.C. = NON-COMBUSTIBLE REVISION # 1 SUMMARY A. REVISED DRAWING LIST REVISION # 3 SUMMARY A. UPDATED DIRECTORY B. UPDATED DRAWING LIST REVISION # 13 SUMMARY A. UPDATED DIRECTORY B. UPDATED AREA / EGRESS DATA PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 1- 770.394.1314 RF U J - G H A ANCHOR DEE O_ r CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 06/ 19/ 04 DRAWING LIST COORDINATION Q 05/ 28/ 04 ARCHI STRUC• COORD. 07/ 26/ 04 MISC. VIE ITEMS This document is ID 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 �dos'T-PLUS ,' 1WRORLD,_ ARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER • SANFORD, FLORIDA CLIENT 02 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 CO/DEB DRAWING TITLE TITLE SHEET SHEET NUMBER ---- - -- ---- -- - s _a NORTH 1 SHELL FLOOR PLAN KA 1.1 SCALE: 1/8"=V-0" NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. GENERAL NOTES (SHELL) 1: SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP •=0R FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE -SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 13 A 8. NOT USED 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, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT, 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 5'-0" DEEP BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS. 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. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H, GUARDRAIL W/ CHAIN LINK- PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION, 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A-7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS. 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. AB AB REVISION # 3 SUMMARY A. RELOCATED RTU'S TO COORD. W/ STRUCT B. UPDATED DIM, C. CLARIFIED LOADING DOCK WALL DIM. PHILLIPS avow -No P A R T N E R S H I P Architecture ■ Interior Design - Planning "a- 770.3941616 F- 770.394.1314 I CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD, 0 07/ 26104 MISC. V/E ITEMS 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. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT WoORLD 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER KA=1 m 1 REVISION # 13 SUMMARY A. UPDATED GENERAL NOTES B. REVISED PILASTERS C. REMOVED GAS SERVICE /� AA 1 CANOPY ROOF PLAN -1,4 SCALE: 118"=1'-0" 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-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, HAILERS, 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 FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEETA-7.2 13. ALL ROOF MOUNTED BLOCKING FOR. CONDENSATE OR GAS PIPING TO BE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. 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.. fie! ' 011 �. DS GUTTER AND DOWNSPOUT, SEE NOTE 11. AND DETAILS. COPING DBE X'-X" DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL it NEW ROOF TOP UNIT �— INDICATES DIRECTION OF DOWNWARD SLOPE EXISTING SLOPE SHOWN AT 1/8" PER FOOT U.O.N. ROOFTOP WALK PAD OEXHAUST FAN EF REVISION # 3 SUMMARY A. RE -LOCATED RTU'S TO COORD. Wl STRUCT. B. UPDATED ROOFING MEMBRANE THICKNESS REVISION # 13 SUMMARY A. REVISED DOG HOUSE B. REMOVED ROOF PATH C. REMOVED COLUMNS PHILLIPS P A R T N E R S H I P Architecture • Interior Design a Planning Phone 770.394.1616 Pax 770.394.1314 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. V/E ITEMS 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. Al rights reserved - This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 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 MJM/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER KA=1 4 ■ 1 . SS NORTH 1 SIDEWALK PLAN KA 1.5 SCALE; 118"=1'-0" AA STUCCO NICE W/ 'EDGE - NOTE FOR NICE BELOW REGLET 754-875 DRIP EED, CONT. 36" ,ACCESS EL, PAINT TO P-3 BD. SOFFIT @ 1/2" A.F.F. COO SOFFIT @ i" A.F.F. M. AWNING 4TROL JOINT 1T FIXTURES, ELEC. DWGS. P SCREED, JT. NORTH 2 REFLECTED CEILING PLAN KA 1.5 SCALE: 118"=1'-0" 0 NORTH r3 STOREFRONT PLAN KA 1.5 SCALE: REVISION # 3 SUMMARY A. COORD. SIDEWALK PLAN W/ HARDSCAPE PLAN REVISION # 13 SUMMARY A. UPDATED MATERIALS & DIM. PHILLIPS =11111111111110111111""' P A R T N E R S H I P Architecture ■ Interior Design • Planning Phone 770.394.1616 F 770.3943314 RF LJ J G H A ANCHOR E RB C D E F CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD, 0 07/ 26/ 04 MISC. WE ITEMS 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 cons=nt of Phillips Partnership, PC. TENANT = COST PLUS.'; WORU) MARKEN- 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SIDEWALK, RCP, & STOREFRONT PLAN SHEET NUMBER KA=1 ■ jIl 27'4" A.F.F. T.O.PARAPET J111 1 V-4" A.F.F. T.O.SCREENWALI rti 0'-0" Y FIN. FLR. jl� 27'-4" A.F.F. Y T.O.P ik 20'-4 1/2" + A.F.F. D.B.E , I0 FIN. F. KA-4.1 SCALE: 1/8"=1'-0" NUL LLLVAI IUN SCALE: 1/8"=V-0" COMPACTOR PAD BEYOND - SEE PLAN AND CIVIL 3 REAR ELEVATION KA-41 SCALE: 1/8"=1'-0" 4 SIDE ELEVATION KA 4.1 SCALE: 1I8"=V-0" TRUCK DOCK BEYOND - SEE PLAN AND CIVIL J r Vrlfvl I_r_mur_m GUARDS 13 B 12" x 12" �- LOUVERED VENTS PARAPET BEYOND ADOOrIV O-ri 1 ALL BUILDING SIGNAGE TO BE PROVIDED BY TENANT UNDER SEPARATE PERMIT. SIGNAGE SHOWN FOR REVIEW INFORMATION ONLY. AREA=100 SF MAX. 27'-4" A.F.F. T.O.P t U7 — 20'-8 1 /2" A.F. F. b.B.E �D 0'-0" OIL FIN. FLR. AB 13 B SCREEN WALL — @ COMPACTOR SCHEDULE A-1 EXTERIOR ALUMINUM AWNING - FINISH COLOR EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH CT-1 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - #145 - "INTENSE CARMINE" DS-1 DOWNSPOUT - PREFINISHED ALUM. -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP-1 LOGO PLAQUE PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24' EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 NOT USED MV 1 MASONRY VENEER - SIMULATED STONE PATTERN a MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERT IRONSPOT" j PAINTED CONCRETE PANEL r PC-1 -'FINISH COLOR >>_�.�_,� ._E�.�-.TQ D�jYV��3�9-_.��OI�THE�N�:�Q�=�.:,�,�.� 1�. _a •___�� ,.�._:�r 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" P-1 PAINTED METAL - COLOR EQ. TO DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" P-3 PAINTED METAL - COLOR EQ, TO DRYVIT 310 _ "CHINA WHITE" SF-1 STOREFRONT - KAWNEER 451 ANODIZED ALLUMINUM - "CHAMPAGNE" SF-2 STOREFRONT - KAWNEER 451 ANODIZED ALUMINUM - "CLEAR" 47 STA s , R m EFS - COLOEQ. TO" DRYVIT 389 - TM -- ,SOUTHERN TAN" NO INSUL. ST-2 EFS - COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" NO INSUL. ' ST 3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA WH T f NO INSUL ,. WS-1 21" EXTERIOR WALL SCONCE BY VVI 40NA LIGHTING- 3706-VVL-21 STRATA EWS-233" EXTERIOR WALL SCONCE BY VANONA LIGHTING- 3706-WL-33 STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS CIJ MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS NOTE: SCREEN WALL BEYOND @ LOADING DOCK I D( J � r 18'-22" 12'-4" 12'-4" 12'-5" 55'-32" SCALE: 118"=V-0" ENWALL M PACTOR 11'4' A.F.F. OL T.O.SCREENWALL 0'-0" OL FIN. FLR. 1 V-4" A.F.F. T.O.SCREENWALL %D 0'-0" OL FIN. FLR. 11'-4" A.F.F. T.O.SCREENVV L I 11 i 0,_0„ FIN. FLR. REVISION # 13 SUMMARY A. OMIT DOGHOUSE AND MTL. ROOFING B. MODIFIED FINISH MATERIALS C. REMOVED BRICK -ADDED EFS D. OMIT CORAL STONE - ADD MASONRY VENEER E. OMIT 8" CORAL STONE - ADD 8" CONC. BASE F. RELOCATE FRONT DOORS PHILLIPS mom -mow P A R T N E R S H I P Architecture ■ Interior Design - Planning "o- 770.394.1616 770.394.1314 RF RE J RB E IF G H ' FA ANCHOR 6 C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 07/ 26/ 04 MISC. V/E ITEMS 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 PLUBi �7 LU WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT J T , THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT I U 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 MJM/DEB DRAWING TITLE EXTERIOR ELEVATIONS - SHEET NUMBER KA=4ml 900.0-CENTRAL 401 •- B A Z 14, + + I I - � I ------------- -- - __. - - --- - --- - --- _ _. - - - - - - - --- -. __ - ...__._.. -- .__ . — T_ I I 12 II A-7.3 I I I �) SIM. I� / �A 3/8" DIRECT APPLIED EFS ON MTL. LATH & 40# FELT OVER 5/8" DENSGLASS GOLD SHEATING ` ATTACHED TO 6" MTL. STUDS @ 16" O.C. I I �t- i I I 60 MIL. FULL ADHERED I I Al MEMBRANE ON 3/4" F.R.T. PLYWOOD OVER 6" MTL. STUDS @ I I 60 MIL. FULL ADHERED T.P.O. " 16" O.C. I 24" X 36" OPENING W/ I I I ROOFING MEMBRANE ON 7/16 ANGLE FRAMING COVERBOARD OVER RIGID I I INSUL. (MIN. R-20) ON 1-1/2" MTL. RIGID INSUL. ONLY (MIN. R-20) ON DECKING 1-1/2" MTL. DECKING I I I o W _TTF7-� - -- - - l i I O0 -- ! t i, r- I ' IT - t ?-I- i tT I I I i I Ir- I Q s I I D_ l' aD {— < I I Ln z Q A W Z I I oW "`= = INFILL W/ BATT. INSUL. I I ~ _ I I I I ROOF FRAMING PER NO COMBUSTIBLES I/ STRUCTURAL ALLOWED IN I —� 3 < CONCEALED SPACES, TYP.A� c, tV } WALL SCONCE BEYOND EQ. TO WS-2 ' 13 G (2) LAYERS 5/8" GYP. BD. ON 6" MTL. STUDS @ 16" C?O.C. W/ BATT INSUL. (R-11l� co MIN.) I RECESSED DOWNLIGHT N -SEE ELECTRICAL 5/8" EXT. GYP. BD. ON 8" } MTL. STUDS @ 16" O.C. I 4" SOFFIT VENT ® STEEL TUBE, SEE STRUCTURAL `- ALUM. AWNING & HANGER ROD -SEE SPECS CV I I ®O _ I I 4'-0" - i i WRAP W/ BREAK MTL. TO ALUM. STOREFRONT SYSTEM 13 G MATCH AWNING EQ. TO I EQ. TO SF-1 13 0 i � I I N 13 e DIRECT APPLIED EFS BEYOND - EQ. TO ST-1 I I , 8" EFS W/ INSUL. - CAP BEYOND - TYP. EQ. TO � ST-3 13 C Y 13 H00 1/2" EXP. JT. CONT., TYP. _. MASONRY VENEER IN SIMULATED STONE PATTERN CONC. FOOTING - SEE STUCTURAL-- 1. CONC. BASE ,x CONC. SLAB - SEE STRUCTURAL CONC..,SIDE, L SE_ r HARDSCAP Q GS co z u d a 4 vN11Lo ,v .�— 3y.,• � .. u -.ztc BAN n 13 D 1 CANOPY SECTION 4 ...:A- KA-5 2 SCALE: 3/4"=V-0" - _ - I 1570 1560 (15.55j 36-0-0" A.F.F. 35'-0" A.F.F.-0" A.F.F. T.O. PARAPET T.O. P. IN FOREGROUND 1 32'-0"" 32'-6" A. F. F. TO. PARAPET BEYOND T.O. PARAPET I IVI �® --.%% 1r_6n 62,. i 27'-4" A. F. F. T.O. PARAP ET CD 265-1 /2" T.O. CONC. WALL BEYOND ----- t---- 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 24'-1 1/2" + A.F.F. D.B.E. @ BEAM IN FOREGROUND 2T-0112"AFT. 24'-0 1/2" A.F.F. D.B.E. D.B.E. @ WALL BEYOND 14'-0" A.F.F. ,L T.O.STOREFRONT B.O.AWNING )'4' FIN. FLR. GENERAL NOTES: *SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE TILT WALLS *ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE 13 E 13 H DIRECT APPLIED EFS BEYOND EQ. TO ST-2 jili 15'-5" A.F.F. � T.O.CONC. 14'-3 1/2" A.F.F. B.O.SOFFIT 13 F ,e 12'-0" A. F. F. T.0.STOREFRONT DIRECT APPLIED EFS BEYOND EQ. TO ST-2 0'-0" FIN. FLR. CANOPY SECTION TROUGH PILASTER U '� ' v ° r ' SCALE: 3/4"=1'-0" t NO COMBUSTIBLES ALLOWED IN CONCEALED SPACES, TYP. OUTLINE OF COLUMN IN BACKGROUND -5/8" EXT. GRADE GYP. BD. SOFFIT OVER 6" MTL. STUDS @ 16" O.0 HARDSCAPE DWGS. CRETE FOOTING, STRUCTURAL 'D TO SF-3 C � TO 13 . G REVISION # 3 SUMMARY A. UPDATED JOIST TO COORD. W/ STRUCT. B. UPDATED CLIP ANGLES & STUDS TO COORD. W/ STRUCT. C. UPDATED T.O. CONC. WALL HT. D. CLARIFIED NOTCH AT TILT -UP PANEL REVISION # 13 SUMMARY A. REVISED DOG HOUSE B. REVISED STUCCO TO DIRECT APPLIED EFS C. REVISED CORAL STONE TO MASONRY VENEER IN SIMULATED STONE PATTERN D. REVISED FOOTING LOCATION & CONC. BASE SIZE E, REVISED CONC, TILT -UP WALL TO MTL. STUDS F. REVISED DIM. G. CLARIFIED FINISH H. REVISED 1/2" EXP. JT. NOTE I. REVISED MTL. STUD HEIGHT STONE EATHI NG ` 13 C IJHILLIPS 0011111,11111111111am W" P A R T N E R S H I P Architecture - Interior Design •Planning Phone 770.3941616 ` 770.3943314 RF RE d A. ANCHORB C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. Q 07/26/04 MISC. V/E ITEMS 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 Philips Partnership, PC. TENANT -;CO-Lb Si W-ORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE IMIARKETPLACE 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 CO/DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER A 13 A-7.3 SIM 2 1 -6 60 MIL. FULL ADHERED MEMBRANE UP OVER & 3" DOWN PARAPET I I 2 x F.R.T WOOD BLOCKING 60 MIL. FULLY ADHERED I ROOFING MEMBRANE OVER 7/16" COVER BOARD I ON RIGID INSULATION (R-20 MIN) I 4.0 1 d T �I t� ��� d Q . a ROOF FRAMING PER STRUCTURAL 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID INSUL. (R-5 MIN.) SIN O M 7-1/4" TILT -UP CONCRETE [10\C WALL W/ DIRECT APPLIED EFS d LOGO PLAQUE BEYOND I a I I I I I I / 11 ° A-7.3 SIM. TYP. REVEAL - USE 2X2 IN CONC. FORMWORK 8" CONT. EFS W/ INSUL., TYP - EQ. TO ST-3 0 0 00 4" r .1 MASONRY VENEER IN SIMULATED STONE PATTERN - ATTACH TO LATH 1/2" CONT. EXP. JNT., TYP. &SHEATHING 5" CONC. SLAB ON 6 MIL. THICK �. 1/2" CONT. EXP. JNT TYP r POLYTHETHYLENE VAPOR BARRIER- SEE STRUCTURAL HIGHT TRAFFIC SEALANT TO ENGINEERED MATCH SIMULATED STONE SUBGRADE BY SITE _ 13 D MORTAR COLOR CONTRACTOR CONC. SIDEWALK SEE HARDSCAPE DWGS. 13 D L' ° v ° ?, v COMPACTED SOIL CONT. CONC. FOOTING. / \// �� l f�\j `./f SEE STRUCTURAL DWGS. t` N a 27'4' A.F.F. 10. PARAPET 26-51/2" A.F.F. OL T.O. CONC. WALL 24'-01/2" A.F.F. D.B.E. 0'-0" FIN. FLR. � AA NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE f 61„ 2 V-6" I I I I v I l 1 60 MIL. FULL ADHERED ®� MEMBRANE UP OVER & 3" DOWN PARAPET ,G 2 x F.R.T WOOD BLOCKING i d 60 MIL. FULLY ADHERED ROOFING MEMBRANE OVER 7/16" COVER BOARD_`' ON RIGID INSULATION 7-1/4" TILT-UI (R-20 MIN) _� WA1 I w/ SIR ROOF FRAMING PER STRUCTURAL 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID INSUL. (R-5 MIN.) 112" EXPANSION JOINT. /\\ COMPACTED SOIL CONT. CONC. FOOTING. `\\�� SEE STRUCTURAL DWGS.\ �\ i\\ x /X 1 WALL SECTION @ FRONT WALL 2 WALL SECTION @ REAR WALL -5.3 SCALE: 3/4"=1'-9' KA.5,3 SCALE: 3/4"44' 27'-4" A.F.F. T.O. PARAPET 26-5112" A.F.F. T.O. CONC. WALL 20'-0112" A.F.F. � D.B.E. U-0" FIN. FLR. � 1510 13 A-7.3 — ® — S I M 61" 1 6 2 I 1 I I u' I AA e ®� 60 MIL. FULL ADHERED ?. MEMBRANE UP OVER & 3" DOWN a PARAPET 4 � 60 MIL. FULLY ADHERED ROOFING MEMBRANE OVER 7/16" COVER BOARD ON RIGID INSULATION (R-20 MIN) -� 7-1/4" TILT -UP CONCRETE 7 WALL W/ DIRECT APPLIED A-7.2 EFS _ s 1 �.•'�e3.,atex..�w2k'` ;;r,.�'"xrxm � `a�:,;a:.�w �" x..e..,m°' i�:v„�a�' ..;,n�'�''�:...;u�: _ 2X F.R.T. WD. BLOCKING, AS REQ'D. Il? A a. ROOF FRAMING PER TYP. REVEAL - USE 2X2 STRUCTURAL ° IN CONC. FORMWORK .r 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID INSUL. (R-5 MIN.) y a .T• PHILLIPS 27' 4' A.F.F. ,L T.O. PARAPET �1N P A R T E R S H I P O 26-5112"A.F.F. oL Architecture • Interior Design • Planning T.O. CONC. WALL P''ane 770.394.1616 Fax 770.394.1314 AA ON pRF D RB C D E F G H A ANCHOR B C CONSULTANT 'FROMMELT #495 FACTORY -FINISHED RAIN HOOD y (OMIT AT COMPACTOR DOOR), COLOR EQ. TO ST-2 SELF-SUPPORTING 'FROM MELT' #TP-93893 MBR FOAM -FIT DOCK SEAL, ROLLING COIL DOOR BLACK40 OZ.'HYPALON' WITH GUIDE STRIPS. OUNT WITH HOOD HEAD SEAL TO OVERLAP SIDES W/ ARMOR PLEATS (OMIT AT COMPACTOR DOOR). I ` CONT- CAULK II i CHANNEL FRAME - (3) SIDES, SEE STRUCTURAL 'KELLEY' FX-EOD-7220 MECHANICAL DOCKLEVELER (OR EQUAL) - 20,000 LB. CAPACITY, 72" x 29" W/ 4X12X13 RUBBER BUMPERS, OPERATING HANDLE & SPRING- ASSISTED OPERATION. WELD CONTINUOUSLY TO DOCK CHANNEL. 0 b O 0 6 1 VARIES D.B.E. SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28104 ARCH/ STRUC, COORD. 0 07/ 26/ 04 MISC. VIE ITEMS 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 -COST PLU��� 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT CHANNEL FRAME BEYOND II 6" DOOR GUIDE BEYOND CONC. SLAB ON GRADE SEE STRUCTURAL _ U-0" FIN. FLR. a v � —� ° G . NORTH AMERICAN PROPERTIES n�Q����- ;tea 4 "° NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD 1 BUILDING 200, SUITE 150 a ROSWELL, GA 30075 It I I �11 I_13 h1 I �I3 �. 10" DOCK CHANNEL EMBEDDED IN CONCRETE AND TEL (770) 645-6566 FAX (770) 643-9540 4. SECURED BY ANCHORING HOOKS REVISION # 3 SUMMARY PHILLIPS JOB NUMBER 1 2 @ 10" O.C. - SEE STRUCTURAL DRAWINGS 0208616 A� . A. UPDATED T.O. CONC. WALL HT. ISSUE DATE B. CLARIFIED GENERAL NOTE 05/14/04 C. CLARIFIED TRENCH DRAIN COVER & DRAWN BY/CHECKED BY OUTLET d TRENCH DRAIN W/ GRATED COVER, SEE CIVIL CO/DEB DWG'S. DRAWING TITLE 6" EXTERIOR CONC. SLAB- SLOPE SEE STRUCTURAL DRAWINGS WALL a.. -4'-0" A.F.F. 30 a SECTIONS B SEE STRUCTURAL � a d v• ° DRAWINGS FOR FOOTINGS ° SIDE OR BOTTOM OUTLET, SEE CIVIL DWG'S. REVISION # 13 SUMMARY O SHEET NUMBER a 3 C A. REVISED CONC. FOOTING LOCATION v B. REVISED CORAL STONE VENEER TO MASONRY VENEER IN SIMULATED STONE PATTERN 3 WALL SECTION@ LOADING DOCK C. REVISED STUCCO TO EFS KA� 3 SCALE: 3/4"=1'-0" D. REVISED/ ADDED NOTE " ■ 151 AA 3 ENLARGED CORNER DETAIL }�A_61 SCALE: 1"=1'-0" ENLARGED PLAN DETAIL @ LOADING DOCK BUMPER SCALE: 1 "=V-0" AB B A ° I ° FACE OF CORAL STONE VENEER BELOW- SEE ELEVS. i ° 1n 74 5 „ 03„ ° I d CONTROL JOINT - SEE SHEET A-7,1 dy FOR DETAILS a ° I W d � a � � Q c d e a d A .. ° d lad rA ° v .. ° �.. d a ' •a ° O ° a. 518" GYP. BD ON 1" T FURRIN o CHANNEL @ 2-0" O.C. W/ I - RIGID INSULATION (R-11 MIN.) d .71' TILT -UP CONC. WALL PANEL a WITHIN BRICK AS SHOWN - COORD. WIELEVATIONS °° CONTROL JOINT - SEE SHEET A-7.1 ° PnR nl tall C 1 ENLARGED CORNER DETAIL KA-6.1 SCALE: 1"=1'-0" B A B 3'-03" I 4 I I ALUM. STOREFRONT I I BACKER ROD W/SEALANT f I 2n I AA I i I 4" ML. STUDS_@ 16" O.0 ,W/ - - SHEATHING & 3/8" DIRECT APPLIED EFS 6"X12" STEEL COL. SEE STRUC. DWGS. i a a 8" STEEL COL. 1 I SEE STRUC. DWGS. ° d I TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - i 4 ° COORD. W/ELEVATIONS ,i 518" GYP. BD ON 1" 7 FURRING 7" ° CHANNEL @ T-0" O.C. WI I - RIGID INSULATION (R-11 MIN.) f ° I G 6" MTL. STUDS @ 16" O.C. WI _ ° 5/8" DENSGLASS GOLD SHEATHING & 3/8 DIRECT APPLIED EFS ° MASONRY VENEER WITH SIMULATED STONE PATTERN .. 13 BELOW- SEE ELEVS. B Y 1 ° 74f. ° 4' 0" a a. ° 114" STUCCO ' n al ° d 2 ENLARGED PILASTER DETAIL KA-6.1 SCALE: 1"=1'-0" M q Ln 114" STU, 1500 REVISION # 3 SUMMARY A. CLARIFIED COLUMN GRID B. CLARIFIED TRENCH DRAIN REVISION # 13 SUMMARY A. OMIT TILT -UP PANELS VV/ INLAY BRICK - ADD MTL. STUD FRAMING VV/ DEFS. B. MODIFIED MATERIAL PHILLIPS P A R T N E R S H I P Architecture • Interior Design - Planning Phone 770.394.1616 F 770.394.1314 EU p D R6 E F G H A ANCHOR g C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. VIE ITEMS 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 COST PLUS_', WM- LD'MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT DOOR TYPES —L i DOOR SCHEDULE NOTE: 2-YEAR GUARANTEE ON ALL WOOD DOORS 9"A4" SIDE LITE AT DRS. #5, AND 6 PAINT GRADE SOLID CORE O z WOOD FLUSH DOOR BY v >� WEYERHOUSER, CAL -WOOD E z OR ALGOMA. BIRCH FACE O WITH PM FRAME, PAINTED. O 3/8" UNDERCUT. TWO YEAR GUARANTEE ON ALL WOOD DOORS. O J J LIJ z O 0 ® U a zo 'ELIASON' #SCP-11, BEIGE 101 WITH MATCHING WINDOW TRIM, WITH 24" SCUFF PLATE TO MATCH, BOTH SIDES. CORNELL, PREFINISHED INSULATED STEEL OVERHEAD DOOR WITH COUNTERBALANCE OR OPERATOR #422, AND #400301 INTERIOR SLIDE BOLTS EACH SIDE. O 14'-0 1 /2" STANLEY MAGIC -DOOR SERIES 3000 DURAGLIDE SLIDING DOOR W/ BUILT-IN SECURITY DOOR CONTACTS, OR PRE -APPROVED EQUAL. NOTE: PROVIDE 3M SOLAR FILM RE50NEARL AT ALL DOOR AND WINDOW GLAZING, STANLEY DOOR ARE SHOWN FOR DESIGN INTENT, APPROVED MANUFACTURER ARE STANLEY, BESAM, DOR-O-MATIC AND HORTON. O DOOR VIEWER AT DR. #11 3'-6" A.F.F. � SILL HEIGHT INSULATED HOLLOW METAL, BONDERIZED N0. CN-1 CANVAS MATE R I A L FRP-1 FIBER -REINFORCED POLYEST P-1 PAINT: EGG SHELL FINISH P-2 PAINT: SEMI -GLOSS FINISH P-3 PAINT: FLAT FINISH P-4 PAINT: SEMI -GLOSS FINISH P-5 PAINT: SEMI -GLOSS FINISH P-6 PAINT: EGG SHELL FINISH P-7 PAINT: EGG SHELL FINISH PL-1 PLASTIC LAMINATE RS-1 REDUCER STRIP V-1 SHEET VINYL FLOORING VB-1 VINYL BASE VC CT-1 VINYL COMPOSITION TILE INSULATED HOLLOW METAL, BONDERIZED O No DESCRIPTION 1O WOMEN O MEN O3 JANITOR BREAK ROOM O GENERAL OFFICE O6 BREAK ROOM / GENERAL OFFICE 07 TELEPHONE/DATA O8 COUNTING O9 NOT USED 10 STOCKROOM 11 RECEIVING EXIT 12 EXTERIOR EXIT 13 NOT USED 14 ENTRANCE/VESTIBULE 15 ENTRANCE/VESTIBULE 16 RECEIVING 17 COMPACTOR 18 EXTERIOR EXIT DOOR FRAME Q OPENING SIZE THICK M A T'L TYPE JAMB HEAD SILL MAT'L 3'-0" x 7,-0" 1-3/4„ SC A 30A8.1 30A8.1 27A8.1 PM 3,-0" x 7,-0" 1-3/4" SC A 30A8.1 30A8.1 27A8.1 PM 2'-6" x 7,-0" 1-3/4„ SC A 30A8.1 30A8.1 27A8.1 PM 3'-0" x 7,-0" 1-3/4" SC A 30A8.1 30A8.1 27A8.1 PM 3'-0" x 7'-0" 1-3/4„ SC A 30A8.1 30A8.1 26A8.1 PM 3,-0" x 7,-0" 1-3/4" SC A 30A8.1 30A8.1 27A8.1 PM O 3'-0" x 7'-0" 1-3/4" SC A 30A8.1 30A8.1 PM 3'-0" x 7,-0" 1-3/4" SC A >A308.1 30A8.1 PM O `L 6'-0" x 8'-0> - SCP-11 B 29A8.1 29A8.1 PM 3'-0" x 7'-0" - HM E 3'-0" x 7'-0" - HM E 14'-0" x 7'-8" - - D 23A8.1 24A8.1 14'-0" x 7'-8" - - D 23A8.124A8.1 V) z 8'-0"x10'-0„ _ - C 8 8.3108.3108.3 ry O 3'-6" x 3'-6" - HM F 9 A 3'-0" x 7'-0" - HM E HARDWARE GROUP SCHEDULE (NO SUBSTITUTIONS ALLOWED. SUBMIT SHOP DRAWINGS AND SUBMITTALS TO COST PLUS CONSTRUCTION MANAGER FOR APPROVAL.) NOT LOCKSETS TO BE BY BEST 6 PIN WITH 'NEWPORT' LEVERS UN RWISE NOTED. FINISH SHALL BE #626. - VERIF EQUIREMENTS WITH COST PLUS, INC. PROVIDE CONSTRUCTION ' - PROVIDE CLOSERS E GASKETS AT ALL RATED DOORS. GROUP 1 GROUP 2 BUTTS McKINNEY: 4x4, 1- u #TA 2731 BUTTS McKINNEY: 4x4, 1-1/2 P #TA 2731 CLOSER LCN: 'SUPER SMOOTHEE CLOSER LCN: 'SUPER SMOOTH LOCKSET BEST- (MORTISE) STOREROOM LOCKSET BEST: STOREROOM TION, #35H7EW14H 626 #93K7D14C 626 STOP GLYNN JOHNSON- DOME TYPE STOP GLYNN JOHNS OME TYPE KICKPLATE STAINLESS STEEL, BOTH SIDES KPLATE STAINLESS BOTH SIDES PEEPHOLE PEEPHOLE AT DOOR #7 ONLY MILLS: ALMOND/CLEAR' WALL FRAME, �J 1-1 GH OPTIMA TEXT STATING "JANITOR'S GROUP 3 BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 LOCKSET BEST: CLASSROOM FUNCTION GROUP 4 CLOSER LCN: 'SUPER SMOOTHEE' BU McKINNEY: 4x , PAIR, ft� #TA 2731 STOP GLYNN JOHNSON: DOME TYPE OT BEST: PRIVACY FUN KOL14C 626 KICKPLATE STAINLESS STEEL, BOTH SIDES OSE- LCN: 'SUPER SMOOTHEE' SIDELITE PROVIDE AT DOOR #5 AND #6 GLYNN JOHNSON: DOME TYPE ATE STAINLESS STEEL, BOTH SIDES GROUP 5 OUP 6 ELIASON #SCP11 SWING DOORS. BEIGE COLOR WITH MATCHING BUTTS McKINNEY- 4x4 1-1 /2 PAIR, #TA 3 CLOSER LCN: 'SUPER SMOOTHEE' WINDOW TRIM (BOTH SIDES) WITH 24" SCUFF PLATE ON BOTH SIDES LOCKSET BEST: PASSAGE FUNCTION, 9 K 4C STOP GLYNN JOHNSON: DOME TY KICKPLATE STAINLESS STEEL, BOTH SIDE N GROUP 8 SIGNAGE MILLS: 2"x8" 'ALMOND/CLEAR' FRAME, W/ BUTTS McKINNEY: 4x4, 1-1 /2 PAIR, #TA 2731 "EMPLOYEES LOCKSET DETEX: #V40xEB PANIC ALARM WITH BEST #IE7 1-1 / 2" HIGH OPTIMA TEXT G F-PINI ('YI INIF)FR GROUP 7 BUTTS LOCKSET STOP SIGNAGE COLOR SCHEDULE MANUFACTURER GLEN RAVEN MILLS, INC. COLOR #8600 'VICTORIA GREEN' MARLITE kt- #P100 'TEXTURED' -BRIEN RWIN WILLIAMS ICI #B-114 'BUFF' B48W60 'BUFF' ICI # 735 - ME FULLER 0- RWIN LH WILLIAMS ICI #B-114 'BUFF' B30W401 'BUFF' ICI OPPTRFRIER CREME FULLER 0-BRIEN LLIAMS ICI #B-65 'GRAND CANYON' B20W203 'GRAND 209 -CLAY POT SHERWIN ICI #B-65 'GRAND CANYON' ���V���3 '� ICI # 209 - CLAY POT FULLER 0-BRIEN FULLER 0-BRIEN SHER�NIN WILLIAMS 7 'ULTRA ILLIARD GREEN' ICI 1102 - FOREST SHADE FULLER 0-BRIEN SHERWIN WILLIAMS ICI 1,94 OPGREEN GLACE MP# 1000 10/208 WILSONART JOHNSONITE #RRS-28-C 'MEDIUM GRAY' ARMSTRONG ARMSTRONG CLASSIC CORLON OYSTER #86526 ARMSTRONG LIGHT GRAY AR_ PERIAL' COMMERCIAL #51928 'PEBBLE TAN' FINISH MATERIAL SCHEDULE milli GYPSUM BOARD FINISH OVER 1/2" METAL FURRING STRIPS AND 1-1/2" URETHANE INSULATI AT CONCRETE/CONCRETE BLOCK WALL. GYP. BD. SHALL EX D ONLY TO THE FINISH CEILING. S - YLF- SUNBRELLA FIRESIST O SEE INTERIOR ELEVATIO FLOOR AND CEILING PLANS FOR EXTENT O OF FINISH MATERIAL. 5/8" GYPSUM BOA TAPED - ONLY AT EXIT CORRIDOR. 3 COATS PAINT REQUIRED. EXTRA MATERIAL REQ'D: (1) GALLON OF O APPLY FINISH ON PSUM BOARD BACKING. EACH TYPE AND COLOR PAINT. PAINT MANUFACTURERS OTHER THAN O GYPSUM BOAR EILING ON METAL FRAMING. THOSE SPECIFIED MAY BE SUBITTED FOR APPROVAL. PROVIDE BRUSH OUT TO BE O GYPSUM BO TO RECEIVE HEAVY TEXTURE FINISH. SUBMITTED TO CPWM CM FOR APPROVAL. mO ALL WALL CEILING FINISHES LESS THAN 1/4" THICK SHALL BE APPLIED ECTLY AGAINST AN INCOMBUSTIBLE BACKING UNLESS IT IS IN A RDANCE WITH A TESTED ASSEMBLY, PER UBC. SECTION O 803 A 804. SHE WILLIAMS PAINT MIX: -B (CEILING) B48W60: - 2+1 /64, Y3-18/32, P1-1. FF (WALL) B30W401: 12x12 TILE, EXTRA MATERIAL REQ'D: R2-3/32 1 /64 1 /128, Y3-35/32, P1-2/32 1 /164. (3) BOXES OF TILE BILLIARD GREEN Y38AI02: B1-42/32, GI-8y, Y1-12/32, W1-10/32. -GRAND CANYON B20W203: B1-9, R2-2y31, Y1-8y32. R E M A R1r'\`1% O ONE COAT ER AND ONE COAT PAINT AT CONCRETE/ CMU WALL. O ALL EXPOSED CRETE FLOOR TO BE FREE AND CLEAN OF ALL DIRT AND STAIN UCH AS TIRE MARKS, GREASE, OIL, ETC. �3 SEALER: TWO CO A P. SYSTEM. FIRST COAT, AMERICAN INDUSTRIAL TERRA E ON TO THE PREPARED SURFACE AT A RATE OF 100 SF PER LLON. SECOND COAT, AMERICAN INDUSTRIAL TERRASEAL P. AT A RATE OF 175 SF PER GALLON. MATERIAL CAN BE PUR SED FROM PROCESS TECHNOLOGY AND CONTROLS, VERIFY SPECI TIONS W/ DALE BALLARD (248) 755-8025. O 5/8" GYP. BD. OVER 3-5 25 GA. METAL STUDS AT 15" O.C. WALLS OVER 16'-0" HIGH S BE 6", 20 GA. (MIN.) METAL STUDS AT 16" O.C. PROVIDE 1/2" CR CHANNEL BRIDGING PER MFR'S RECOMMENDATIONS. TY 'WR' WATER RESISITANT GYP. BD. AT TOILET ROOMS. TYPE 'X' GY D. WHERE INDICATED PER PLANS AND DETAILS. O PROVIDE BLOCKING AND BACKING F ALL FIXTURES. GENERAL CONTRACTOR TO COORDINATE WITH URE INSTALLER. PROVIDE MIN. (3) ROWS 1x4 BLOCKING, CONTIN S AT FIXTURE MFR'S SPACING REQUIREMENTS, SEE INTERIOR VATONS FOR SALES. O MDF CABINETS AND COUNTERS WITH PLA LAMINATE FINISH. SEE SHEET A3.1 FOR ADDITIONAL NOTES. O SOUND BATT INSULATION: OWENS-CORNING UND ATTENTUATION BATTS' OR APPROVED EQUAL. SEE ENLARGE LAN FOR LOCATION. 8� FIBER -REINFORCED PANELS: FULL -HEIGHT AT B TOILET ROOMS, WAINSCOT TO 4'-0"A.F.F. AT JANITOR'S ROOM, AND LL-HEIGHT AT SCULLERY SINK ALCOVE. SEAL OR PAINT WALL EATH PANEL AND APPLY MANUFACTURER'S (MFR'S) ADHESIVE. PR E ESCUTCHEONS AND MFR'S STANDARD TRIM PIECES. SC E PENETRATIONS. O ACOUSTICAL TILE CEILING: USG 5/8" THICK 24"x48" TIL ADAR #2310. GRID: USG 'DONN' #DX24. 10 SALES FLOOR COLUMNS: PAINT SEMI -GLOSS WITH 4" VINYL E BASE. 11 CONTRACTOR TO STRIP AND WAX VCT AND SHEET VINYL FLOOR 12 ARMSTRONG CLASSIC CORLON OYSTER. CONTACT BILL SCHRANKO 1-800-356-9301 X8972 SEAL REVISIONS # DATE DESCRIPTION Q ARCH/ STRUC. COORD. 05/ 23/ 04 This document Is PhiMps Partnership, PC and is considered an Instrument of Service and Is solely for use with respect to the project as indicated below. Ail rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE DOOR SCHEDULE SHEET NUMBER KAm7 ■ 1 REVISION # 3 SUMMARY A. CLARIFIED NOTE ATLANITA, 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 PROVIDED BEHIND 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.I. 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.S.I. 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. WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B WALL COMPONENT AND CLADDING PRESSURE - 20.4 / 22.6 END ZONE ROOF COMPONENT AND CLADDING PRESSURE --19.9/-28.1 EDGE STRIP (12'-0") 7. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIF',' 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. B. 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 FOR (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. 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: COMPRESSIVE STRENGTH AS FOLLOWS: RECTANGULAR/SQUARE HSS SHAPES (ASTM A500 Gr. B) 46 K.S.I. YIELD FOOTINGS: 3000 P.S.I ROUND HSS SHAPES (ASTM A500 Gr. B) 42 K.S.I. YIELD SLAB ON GRADE: 3000 P.S.I STEEL PIPES (ASTM A53 Gr. B) 35 K.S.I. YIELD FDN. WALLS: 3000 P.S.I W SHAPES (ASTM A992) 50 K.S.I. YIELD U.N.O.: 3000 P.S.I 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: IN ALL CONCRETE EXCEPT INTERIOR SLABS ON GRADE. (3% MAX.) BOLTED CONNECTIONS IN STEEL FRAMEWORK U.N.O. (ASTM A325-N) CARBON AND ALLOY NUTS (ASTM A563) 3. C.J. ON PLANS INDICATES CONSTRUCTION JOINTS OR CONTROL JOINTS. IF NOT HARDENED STEEL WASHERS (ASTM F-436) COMPRESSABLE-WASHER-TYPE DIRECT TENSION INDICATORS (ASTM F-959) SHOWN OTHERWISE; MAINTAIN A MAXIMUM AREA BOUNDED BY SLAB CONTROL JOINTS THREADED RODS (ASTM A36) OF 400 SQUARE FEET (i.e. 20' x 20') THE MAXIMUM SIDE RATIO OF WHICH ANCHOR RODS U.N.O. (ASTM F1554 Gr. 36) SHALL BE 1.5:1, AND JOINTS AT ALL REENTRANT SLAB CORNERS. 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 THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (i.e. 12" SQUARE BASE 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" 0 OR 4" SQ. COLUMN). ALL BASE PLATES SHALL BE ANCHORED TO UNLESS OTHERWISE NOTED IN THE DRAWINGS. FOOTING BELOW WITH 4 - 3/4"0 x 1'-1" HEADED ANCHOR RODS (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. A. 3" CLEAR WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH. BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. 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 AGAINST FORMS FOR BARS #6 OR LARGER. DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28. ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR 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 AGAINST FORMS FOR BARS #5 OR SMALLER. PLAN (5/8" DIA. WELDS ® SUPPORTS AND PERIMETER & #10 TEKS SCREWS ® SIDELAPS). DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM. 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 EXPOSED TO WEATHER. PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6". 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. CLOSURE, OR AS MEANS OF ATTACHMENT FOR ADJACENT STEEL STUDS - U.N.O. ON PLANS, DETAILS OR SECTIONS. 6. UNLESS NOTED OTHERWISE IN THE DRAWINGS, CAST IN PLACE CONCRETE SHALL HAVE THE FOLLOWING TRIM STEEL ADDED AROUND ALL OPENINGS: TWO (2) - 6. AT ALL BAR JOIST EXPANSION BEARING CONDITIONS PROVIDE CON -SLIDE TYPE #5 BARS (LENGTH OF BARS = LENGTH OF OPENING + 4'-0") ALONG EACH SIDE CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY OF OPENING AND TWO (2) - #5 x 5'-0" DIAGONALLY AT EACH CORNER. CON-SERV INC. EAST HANOVER, NEW JERSEY ... PHONE (201)884-1430. 7. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 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.L. BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. CONTRACTOR SHALL EXERCISE WHERE JOIST(S) BEAR ON JOIST GIRDER AT (OR NEAREST) COLUMN(S). CAUTION TO INSURE THAT ALL RECOMMENDATIONS OF THE CIVIL AND SOILS (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. B. ALL JOIST BRIDGING HAS NOT BEEN SHOWN ON PLANS. JOIST BRIDGING QUANTITIES, SIZES AND CONNECTIONS SHALL BE AS PER THE STEEL JOIST INSTITUTE SPECS. 8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO THE REQUIREMENTS OF THE AND SHALL BE SHOWN IN DETAIL ON THE JOIST SUPPLIER'S SHOP DRAWINGS. STANDARD SPECIFICATIONS FOR COLD -DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT A.S.T.M. A-185. ALL WELDED WIRE FABRIC SHALL BE CLEAN AND FREE OF EXCESSIVE RUST. 9. STRUCTURAL STEEL MEMBERS TO RECEIVE SPRAYED -ON FIREPROOFING OR BE 9. FLY ASH MAY BE USED AS A DIRECT SUBSTITUTE FOR PORTLAND CEMENT. FLY ENCASED IN LIGHTWEIGHT CONCRETE SHALL NOT BE SHOP PRIMED OR PAINTED. ASH MUST CONFORM TO ALL ASPECTS OF ASTM C618-84 STANDARD SPECIFICATION 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 CEMENT 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. SEE ARCHITECTURAL DRAWINGS/SPECIFICATIONS FOR CONCRETE FLOOR FINISH REQUIREMENTS. CONNECTIONS SHALL DEVELOP AT LEAST 70% 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 ACI 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 AT 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. DEFINITIONS: SYMBOLS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED - INDICATES ELEVATION. FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR. ELEVATION. 1 INDICATES COLUMN LINE. B.T.J. - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. 9 - INDICATES FILLED CELL DESIGNATION. C.J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION. COL - INDICATES COLUMN CENTERLINE. D.B.E. - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED / - INDICATES MOMENT CONNECTION. FLOOR ELEVATION. ELEV. - INDICATES ELEVATION. - INDICATES FOUNDATION DESIGNATION. E.O.R. - INDICATED ENGINEER OF RECORD. E.Q. - INDICATES EQUAL. F.D. - INDICATES FLOOR DRAIN. 1 - INDICATES SECTION MARK. F.F.E. - INDICATES FINISHED FLOOR ELEVATION. S 1 F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. - INDICATES REVISION MARK. Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. CD 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. E - INDICATES STEEL PLATE. R.T.U. - INDICATES ROOF TOP UNIT. L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF T.O.F. - INDICATED TOP OF FOOTING ELEVATION BELOW REFERENCED ROOF -TOP UNIT. USE L 3x3x1/4" IF WEIGHT OF UNIT IS LESS FINISHED FLOOR ELEVATION. 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 FRAMINGAI- 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. 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. TILT -UP NOTES: 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 P.S.I. U.N.O. 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. MASONRY NOTES: 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 1. UNLESS SHOWN OTHERWISE ON PLAN AT EACH SIDE OF MASONRY OPENINGS IN C.M.U. '1-#5 DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND WALLS PROVIDE 1-FILLED CELL W/ VERTICAL. PROVIDE DOWEL INTO FOOTING 3/4" TO THE EXTERIOR OF THE BUILDING. ,BAR AND LINTEL OVER OPENING. PROVIDE 2 -0 OF BEARING (EACH END) FOR MASONRY 5. ALL "WET SET" EMBEDS ARE TO HAVE (1) 1 /4" DIAMETER HOLE SHOP DRILLED LINTELS OVER MASONRY OPENINGS. EVERY 6" o.c. TO PREVENT AIR VOIDS FROM FORMING. 2. REINFORCED MASONRY GROUT (R.M.G.) FOR FILLING CELLS IN C.M.U. WALLS 6. ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. SHALL CONFORM TO: "STANDARD SPECS. FOR MORTAR AND GROUT REINFORCED 7. PROVIDE 1 /2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. MASONRY", A.S.T.M. C-476, WITH A SLUMP OF BETWEEN 9" AND 11", AND PLACED NOT MORE THAN 2-1/2 HOURS AFTER WATER HAS FIRST BEEN ADDED 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O. M28TTO FINEAGGREGATEVOLUME, DEVELOPING 2000 PACE ANT 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, P.S.I.ONE ATRT DAYS) 4' LIFTS, MAXIMUM. ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE 3. TYPE "S" MORTAR SHALL BE USED FOR ALL C.M.U. WALLS. CONTRACTOR FOR THE ENGINEERS REVIEW. 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M.U. WALLS FOR ALL EMBEDDED ITEMS. WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN. 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE 5. FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE REINFORCEMENT NECESSARY FOR ERECTION. IN ANY GIVEN WALL SEGMENT. 12. CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS BEFORE CONSTRUCTION LOADS ARE APPLIED. OR CAST -IN -PLACE STUD ANCHORS. 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. 6. ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP. THESE DOWELS SHALL BE 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS. HAVE A 1'-6" BEND INTO EITHER FOOTING OR BOND BEAM. 15. PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF 7. CONTRACTOR SHALL PROVIDE STANDARD GAUGE "DUR-O-WAL" (JOINT REINFORCE - DECK ARE IN PLACE. MENT) AT 16" O.C. IN ALL C.M.U. WALLS UNLESS SPECIFICALLY NOTED OTHER- 16. FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED. ADDITIONAL WISE ON THE STRUCTURAL DRAWINGS. "DUR-O-WAL" SHALL BE PROVIDED IN A FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. PROFESSIONAL ENGINEER. IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (1- C.M.U. WYfHE ONLY) PROVIDE "TRUSS - TYPE" HORIZONTAL REINFORCING. IN THE CASE OF COMPOSITE WALLS (C.M.U. + BRICK VENEER) PROVIDE ADJUSTABLE ASEMBLIES. 3/16- i' 8. REINFORCING BARS FOR VERTICAL D SHALL BE LAPPED AS FOLLOWS: 3/16• 1' �4. BAR SIZE LENGTH OF LAP 5 2'-6" 3 6 3'-0" 7 3'-6" 9. BARS SHALL BE A.S.T.M. A-615, G CEPT TIES AND STIRRUPS, WHICH L6x4x3/8" S.L.V. MAY BE GRADE 40. x 6" LONG 10. BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX - SEE FRAMING PLAN TEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING. FOR JOIST SIZE JL 11. A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) OF 1500 P.S.I. IS REQUIRED 2 FOR ALL REINFORCED MASONRY CONSTRUCTION. S-1.0 12. ALL ANCHORS BUILT INTO MASONRY SHALL BE GALVANIZED. DECK 3 AT ,UCT IS KCS JOIST SEE ROOF PLAN TYPICAL RTU SUPPORT FRAME 2 SECTION KS-1.0 SCALE: NONE 3 SECTION KS-1.0 SCALE: NONE 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, Vc, 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. - f'c = 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.i.). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k.s.i.). ~ w CK I - LAP LENGTH C UJ PER SCHEDULE CLQ �Ld w LL �� FREE EDGE I TRANSVERSE REINFORCEMENT CLEAR SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) STAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) LOAD NOT AT TOP CHORD PANEL POINT L2X2X1/4" FROM LOAD POINT - TO BOTTOM CHORD PANEL POINT. SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 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" 131° SCHEDULE III SAR IZE SPLICE LENGTH #3 12" #4 15" #5 19" #6 23" #7 27" #8 30" #9 34" #10 38" 11 42' L2X2X1/4" FROM LOAD POINT TO TOP CHORD PANEL POINT HANGING LOAD NOT AT BOTTOM CHORD PANEL POINT CONCENTRATED LOAD ON JOIST DETAIL SCALE: NONE COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT QA 4'-6" x 7'-0" 1'-0" 8-#5 BARS X 4'-0" TOP&BOTT 6-#5 BARS X 6'-6" TOP&BOTT QB 4'-6" x 9'-0" 1'-0" 10-#5 BARS X 4'-0" TOP&BOTT 6-#5 BARS X 8'-6" TOP&BOTT QC 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E.W. QD 4'-0" SQUARE 1'-0" 5-#4 BARS X 3'-6" E.W. QE 4'-6" SQUARE 1'-0" 4-#5 BARS X 4'-0" E.W. QF 5'-0" SQUARE 1'-0" 5-#5 BARS X 4'-6" E.W. QG 5'-6" SQUARE 1'-1" 6-#5 BARS X 5'-0" E.W. QH 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 7'-0" SQUARE 1'-5" 6-#6 BARS X 6'-6" E.W. K Q 3'-0" x 5'-0' 1'-0" 4-#4 BARS X 4'-6" 5-#5 BARS X 2'-6" PHILLIPS P A R T N E R S H I P Architecture of Interior Design • Planning mom 770.3941616 1" 770.3943314 RF RE J D F G H A ANCHOR 0:EU CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION ® 05/ 28/ 04 CHORD. W/ GRADE REVISIONS © 05/ 28/ 04 ARCH/ STRUC. COORD. 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. NI rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT a'Pa a� L B WORLDMUKET 2251 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMEMCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE GENERAL NOTES FOOTING SCHEDULE RTU DETAILS SHEET NUMBER KS=1 m0 SCALE: NONE S:/2004-120.30 Al" FOUNDATION PLAN SCALE: '/8" = 1'-0" INDICATES STEP IN CONTINUOUS FOOTING (a) (a) = TOP OF FOOTING @ LOW SIDE (b) (b) = TOP OF FOOTING Q HIGH SIDE NOTES: ECC BASE — INDICATES BASE PLATE TO BE ECCENTRIC WHEN FACE COLUMN IS WITHIN 7" OF FACE OF TILT —UP PANEL C.J. — INDICATES CONTROL JOINT OR CONSTRUCTION JOINT. SEE SHEET KS-4.1 0 — INDICATES FOOTING SIZE. SEE SHEET KS-1.0 FOR FOOTING SIZE AND REINFORCEMENT. KP-24 KP-25 NOTE TO CONTRACTOR CONTRACTOR TO THICKEN ERECTION SLAB TO 5" MINIMUMIN 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. 0 RF RE D RB UEF G H A ANCHOR g C D REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. V/E ITEMS 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 _ #104 �LtTl1 �� -M OEM, 2251 W.P. BALL BOULEVARD PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DMF/RWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER sAg'�'=2 S:/2004-120.30 _ G F E D B A Z D O O { 35'-0" PEETCO 3» 41'-1'A" 35'-0' PETCO PcTCO P-TC0 PETCO 16 -1 1/2» » " 39'-1 1/ " 39'-0" I 3 39'-0» i I 39'-0» 03/4» 10'-6 17'-4 2 i I 3 A ADJACENT PETCO 7 0 s s. s-s_ ' n !I I I 1500 1500 (24'-0 '/2„) SIM_ 30K11 6 2.0 K °0 30K 1 1 • Y Y Y 5 0) � a' • °' z S-5. Z tp 0 (2 '-41/2„) z co I C M 1510 � n 2 K 1.5 K 0.5 K 24KCS4 24KCS4 HTu 2 2 K RTU 1.5 K _ 1,5 K z000 U. 200o Ua. !L-N i A3 24KCS4 24KCS4 24KCS4 2000 1 1 K - 24KCS4 B_T_J_ B.T.J- B.T.J. B.T.J. I B.T.J. B.T.J. 28K6 W R2 EXT. ENDS i 1530 30 15 I W18x40 _ _ li — 1540 I — T 00j K6 2x14 W1 R2 EXT_ ENDS �r O ^ 0 o W 16x31 o Li 0- �z z z - ! Q w 3 Q 28K6 W R2 EXT_ ENDS ! �Im0zt� X Q N��LW 0 I g 3 p :. O r� o -0I w a_ 0 I- �' OI I 28 R2 EXT. EN N I - o w w U) \ v 0 d w U Un � 0)I S-5. M N ROOF HATC j I v v - w Q= Q z Q Q o Y z o- r 28K6 W R2 EXT_ ENDS Ln Q r � w cD � Q a :D w wbi 6 � I V) t) W16x31 N V s6s. I ao co 28K6 W/ R2 EXT_ ANDS 17 12x 14 00 00 !� CoN N I L W18x40 - 1 1560 4 -I 1 s-s. 0 o-K6 W/ R2 EXT. ENDS �► 1570 _ -' 1570 B.T.J. B.T.J. I B.T.J. B.T.J. B.T.J.B_T.J_ B.T.J.B.T.J_ I � I � S 2 —5. 2 K 1.5 K 0.5 K --- 24KCS4 24KCS4 I 1.5 K 6 RTU 3 � 2 K RTU 5 � —5 0.5 K z000 L e. z000 La. 24KCS4 24KCS4 �I rn z z `9 I n Lo CD (D t� M r s1s (24'-01/2»)$� 1800 1600 - � 5 1 ROOF FRAMING PLAN KS-3.1 SCALE: (xx'-xx") INDICATES DECK BEARING ELEVATION ABOVE FINISHED FLOOR REFERENCE ELEVATION +0'-0». JOIST BRIDGING IS NOT SHOWN FOR CLARITY. PROVIDE STANDARD BRIDGING FOR ALL JOISTS PER THE LATEST EDITION OF S.J_I. SPECIFICATIONS_ JOIST MANUFR_ SHALL VERIFY/COORDINATE ROOF TOP UNIT (RTU) WEIGHTS AND LOCATIONS WITH MECHANICAL DWGS. UPSIZE SPECIAL JOISTS IF NECCESSARY. RF RE J RB - C p F G H A ANCHOR B CONSULTANT HAINES, A1111111111111 or,"'M UIPSON S OIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. CEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL - REVISIONS # DATE DESCRIPTION 0 05128/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. V/E ITEMS 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_ Ail rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT mi- 2251 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 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER AV -001kk MAW =1 1 3 ■ 0 S:/2004-120.30 G.C. NOTE: G.C. NOTE: G.C. NOTE: ' VERTICAL PANE STIRRUPS TO BE PLACED ON 3/4 REINFORCEMENT TO BE VERTICAL PANE REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 1'/2" o PLACE ON A 3 �/� 6" TALL CHAIR. TALL CHAIR ® 3/4" REVEALS PLACE ON A 3 �/1 6" TALL CHAIR. cn INDICATES COLUMN CENTER V) SEE FOUNDATION PLAN FOR 2'-0" SQUARE OR ROUND (2) #5 BARS CONT. AROUND COLUMN SIZE AND ORIENTATION ISOLATION POCKET ALL SIDES OF PANEL 1 2" JOINT HORIZONTAL PANEL REINFORCEMENT / PER PANEL ELEVATIONS VERTICAL JAMB REINFORCEMENT VERTICAL PANEL REINFORCEMENT 2" CLR. TYPICAL PER PANEL ELEVATIONS SEE PANEL ELEVATIONS PER PANEL ELEVATIONS TYPICAL 2'• CLR. 2„ CLR _ U SLAB JOINT SLAB JOINT NOTE: ° • .. ° a ° d . `� ° ° ° d a4 ° 4 USE ROUND ISOLATION 4 a a Q _'a ° a a „ ILLo ^ ': a . ° • Q . + n POCKET WHEN JOINTS d WILL NOT INTERSECT ° Z • CORNERS. EXTERIOR FACE OF PANEL 3/4" CHAMFER #3 BARS ® 6" O.C. REVEALS (WHERE OCCURS) M TYPICAL SEE ARCH FOR LOCATIONS d N REVEALS (WHERE OCCURS) EXTERIOR FACE SEE ARCH FOR LOCATIONS CARRY HORIZ. BAR 24 PAST NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL PLAN VIEW OF ISOLATION POCKET 2 TYPICAL PLAN VIEW OF TILT -UP JOINT 1.1 SCALE: NONE KS-4-1 SCALE: NONE 1/2" PANEL JOINT Z 1/4" Q TILT -UP PANEL 1 1/2 "H" PER PLAN 4' MAX F TILT-UP PANEL TILT -UP PER PLAN PANEL BEYOND (3) #4 BARS FLOOR SLAB PER T FOOTING ELEV. 4 a. ° (SEE PLAN) CONT. THRU DOOR FOUNDATION PLAN 2'-0" ° T/ FOOTING ELEV. ,i, ° as 7-7 ° (SEE PLAN) ° — 3 CLR..' „ x Xx4x 4 X'm x x x x� X ;III=1 I I1 I I=1 I I=1 a. a' • a .• . a I � I1 I I1 I I1 I I •,' 2 -o„ ° a •.. � _ ° d d . .° a 2 i I 1 11 1 11 I I I I I I I I;, I I I I ;III ;III=1 - I�I—,I� �7_ SAME SIZE AND NO. REQUIRED Ll SEE GEOTECH FOR - SUB —GRADE PREPARATION AS TYPICAL FTG. REINFORCING FTG. NOT SHOWN FOR CLARITY 5 SECTION THRU OPENINGS 6 TYPICAL FOOTING STEP DETAIL KS-4.1 SCALE: NONE KS-4.1 SCALE: NONE SEE PLAN T/4 DEEP x 1 /8" WIDE SAWCUT JOINT. NEW POUR OLD POUR FOR SLAB SAW AS SOON AS POSSIBLE WITHIN INFORMATION 24 HOURS AFTER PLACEMENT. 2'-0" 2'-0" a.. ° ° a 1/6,• TOOLED -RADIUS EACH SIDE d ° PLACEMENT NOTES: 3 SEE PLAN 1 MAX. AREA BOUND BY JO TS = 400 SQ. FT. 2 MAX. SIDE RATIO 1.5:1 FOR SLAB 3 PROVIDE AT ALL E—ENTRA CORNERS 1/2 THICKNESS � SMOOTH BAR ® 12 O.C. COAT ONE SIDE OF BAR TO PREVENT BOND ('10' TYPICAL CONTROL JOINT 11 TYPICAL CONSTRUCTION JOINT KS-4.1 SCALE: 3/4" = 1'-0" KS-4.1 SCALE: 3/4" = 1'-0" 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 3 TYPICAL JAMB KS-4.1 SCALE: NONE SEE FOUNDATION PLAN FOR COLUMN SIZE — ISOLATION POCKET SEE 1 /KS-4.1 THIS SHEET Cn —_ — F ci w = V) U in SEE FOOTING SCHEDULE FOR SIZE & REINF. ��7TYPICAL INTERIOR FOOTING SCALE: NONE CL JOINT JOINT (� JOINT JOINT 20—Oil PANEL WIDTH + 1 /2" _ 2'-0" PANEL WIDTH + 1 /2" oI JAMB STEEL AT 0j N GIRDER BEARING N TYPICAL (2) #5 CORNER (2) #5 CORNER BARS. ADD ADD'L (2) #6 BARS EACH SIDE OF OPENING 2" CL. TYP. TYPICAL MAN DOOR. ADD (2#5 BARS x 4'-0' AT EACH CORNER. 2-#5's CONT. ALL SID TYP. SEE TYP. REINF. SCHEDULE SEE DETAIL 2/KS-4.1 FOR PLACEMENT. QO 14 KS-4.1 4'-01' MAX. EXTEND BAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. 12 TYPICAL PANEL REINFORCEMENT SCALE: NONE BARS. . - 2-45's CONT ALL SIDES TYP TYPICAL REINFORCEMENT SCHEDULE PANEL HEIGHTS F.F.E. TO D.B.E VERTICAL REINF. HORIZONTAL REINF. 22 FT #5s ® 14" #4s ® 14" 24 FT #5s ® 12" #4s @ 14" 26 FT #6s ® 12" 1 #4s ® 14' ........... ... ........... ........... ... :::: ;#5 BARS ® 14" O.C. HORIZONTAL ;.� 4 BARS @ 18" O.C. VERTICAL SEE DETAIL 2/KS-4.1 FOR PLACEMENT. :::.:::::::::::::.::.� :.;::....;.;.:..:. ... ............ .......... ......... .... .......... ............ ............. ............. ............ ............ ............ ............. ....... I ..... ............ c� U Z ADD ADD'L (2) o ADD (2 #5 BARS 2" CL. TYP. 1, #5 BARS EACH iz x 8'-0 AT EACH SIDE OF OPENING `° o SIDE OF OPENING ® w 3 O � 0- a. D O w o SEE PANEL ELEVATIONS M a FOR JAMB REINF. W (D � I ADD (2) #5 BARS FINISHED FLOOR o N x 4'-0' AT EACH ELEVATION. O CORNER. w �- FINISHED FLOOR ELEVATION. CHAMFER ALL CORNERS OF OPENINGS. . 13 TYPICAL PANEL REINFORCEMENT MK9-4.1 J SCALE: NONE 1/2" JOINT d d d • d d a b 4'' ° d d °, L4x4x3/ " x 0'-5„ ° a 1 CONN. 2'-0" A.F.F.) ° 1 CONN. ® MID HEIGHT) •° •1 CONN. 1'-0" BELOW T/WALL) °.a ° U.N.O. ON PANEL ELEVATION E 6"�6"x3/8" W/ H4E)ADED„Ox STUDS 2'(PP3)LONG �� d .' a INTERIOR 1 CLR• _ a d. °. :a EXTERIOR 4 TYPICAL CORNER DETAIL SCALE: NONE FL' 6" X 6" X 3/8" W f 4- 1 /2" 0 X 3 1 /2' LONG HEADED STUDS 1-/2"JOINT —'I II�"jII I °. 4° •a ° 1 " CLR. a.. ° a a L 4 X 4 X 3/8" X 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN. ® MID HEIGHT) 1 CONN. 1'-0" BELOW T/ WALL) U.N.O. ON PANEL ELEVATION .4 ' .d a d ° INTERIOR °: ° EXTERIOR 4 ° A °° 8 TYPICAL CORNER DETAIL —4.1 SCALE: NONE 4)6,�/2"Ox/831/2/ LONG HEADED STUDS (PP3) 1 " CLR. v D v v D v v, D v v v•D L4x4x%" x 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN. ® MID HEIGHT) , 1 CONN. 1'-0" BELOW T/WALL) Q a U.N.O. ON PANEL ELEVATION D • D TYP. 1/ " 3., o a 4 a v INTERIOR EXTERIOR D 9 TYPICAL CORNER DETAIL —4-11 SCALE: NONE G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" VERTICAL PANEL REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 11/2" PLACE ON A 3 1/16" TALL CHAIR. TALL CHAIR ® 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS 3 CLR. 3/4" CLR. r� d ° d. .— .. •— a #3 BARS ® 6" O.C. REVEALS (WHERE OCCURS) U SEE ARCH FOR LOCATIONS r� CARRY HORIZ. BAR THROUGH EXTERIOR FACE JAMB REINFORCING. 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 ('14'N TYPICAL STRONG BAND KS-4.1 SCALE: NONE NOTE: 24 GA. GALVANIZED PRE -SHAPED KEY MAY BE SUBSTITUTED f z \ 2X4 BEVELED KEY CONTINUOUS � 2 4"i #4 CONTINUOUS 15 TYPICAL KEY JOINT AT SLAB LEAVE OUT 3-4.1J SCALE: 3/4" = 1'-0" S:/2004-120.30 PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design ■ Planning "mu 770.3943616 770.3941314 RF RE J Rg E IF O H J A ANCHOR B C D CONSULTANT HAINES, GIPSON & A OCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. Thin document to ® Phillips Partnership, PC and In 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 WO�osr PLu�� LLD &WT 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMMUC,AN PROPEKTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL1 GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTION SHEET NUMBER KS=4ml •i11 CENTRAL PARK WEST SUITE400 ATLANTA, GEORGIAi FINISHED PER CIVIL T/WALL = (+11'-0" MA ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o.c VERT. 1 SECTION AT WALL KS-4.2 SCALE: 3/4" = 1'-0" GROUT FILLED 12" U-BLOCK BOND BEAM WITH 4-#4 BARS CONTINUOUS _L SHALL NOT "RETAIN" RE THAN 8" OF DIRT ;OVIDE #5 BARS 6'-0" SECTION AT SCREEN WALL SCALE: 3/4" = 1'-0" NOSING - SEE TREADS - SEE ARCH's. DWGS, ARCH'S. DWGS. L� �\ W.W.F. 6x6 - W4.OxW4.0 BEND DOWN TO FOLLOW a CONTOUR OF STAIRS. 1 - #3 BAR @ EA. NOSING - TYPICAL #4 BARS x 5-0" LONG @ 1'-0" O.C... BEND @ MIDDLE INTO BOTH PLANES. #4 BARS x 3'-8" LONG` @ 1'-0" O.C.._ BEND AS SHOWN. 2 - #4 BARS p Y CONTINUOUS F. FLOOR ELEV. (0'-0") FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV. w (n (0' - 0 ") wCD to I � r _ #4 BARS x 4'-0" @ 2� w U (n lY C)f Q o �— -SECTION THRU DOCK WALL SCALE: 3/4" = 1'-0" r1r-r r)A AIiI ram. r-\ /ATI-I .- F. FLOOR ELEV (0' - 0") Q0 I FLOOR SLAB PER FOUNDATION PLAN PETCO ELEV. (+0'-8") RS x 4'-0" @ 24" O.C_ RF RE J e T G H C AANCHORL.LDUEF CONSULTANT I ES, GIPSON & A SSOC S 1550 NORTH BROWN ROAD SURE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. V/E ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument at 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 WORLD MARJ" 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NOR`Ff-1 AMEMCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTION SHEET NUMBER 5 1 SECTION AT STAIRS -4•2j SCALE: 3/4" = 1'-O" SECTION AT COMMON WALL i4•2% SCALE: 3/4" = 1'-0" KS-4.2 .�GEOR.GIA, 5:/2004— 120.30 o z -I :2 0 3" CL. U-N. T/WALL = (+11'-0" MA ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o_c VERT_ 3UILD1 SEE 0 GROUT FILLED 12" U—BLOCK BOND BEAM WITH 4—#4 BARS CONTINUOUS _L SHALL NOT "RETAIN" RE THAN 8" OF DIRT ROVIDE #5 BARS 2 � RETAINING WALL SECTION -4-31 SCALE: NONE D GALV. L7x4x%"'(LLV) x 5" 5'-0" POUR STRIP LONG W/ 3/4" DIA_ STAINLESS HILTI HAS—E _J a SEE PANEL ELEVATIONS ANCHOR RODS @ WALL & z 4 FOR TYPICAL REINFORCEMENT_ FTG. ANCHOR TO Q WALL/FOOTING USING HILT[ HIT HY 150 ANCHORING x n o SYSTEM. MIN_ ROD Y ° a PROVIDE �/ " EXPANSION JOINT BETWEEN EMBEDMENT =6%"- PLACE Q o " FLOOR SLAB AND TILT —UP PANEL ANGLE 1'-6" FROM EACH ° Z 2'-0 EDGE OF PANEL- 4. v=i z l'-10" MIN_ o LAP SPLICE a� ° 1 g o 0 0 ©o a° o 0 CDcfl °41 x0 n o �V)0 #4 BARS x 4'-0" @ 24" O.C. z = #4 s @ 24" O.C. BEND g x 1' _2n EA. BAR 4'-8" INTO SLAB. w Ofn _ #5s @ 12" O.C. O p #5s @ 12" O.C. '2" O,C � #5s @ 1_ #4s @ 12" O.C. 2" CL- TYP. ° DOCK SLAB PER FOUNDATION PLAN DOWELS SAME SIZE & SP. ' AS VERTICAL REINF_ Z Q � ° a 4 o 0 g.. 7„ I z J(D a °. (4) — #4 BARS CONT. 3" CL. I #4 BAR @ 12" O.C- TYP_ 2'-6" 5 �SECTION THRU DOC�KWA LL Z" O-C_ CONT. L2x2x 1/4" METAL GRATING — WELD ANGLES TO SEE ARCH_ EMBED_ ANGLES CONT. GALV. L2x2x1/4" W/ 3 — #4 BARS %" HEADED STUDS CONTINUOUS @ 16" O-C_ ® as. 4 ° d ° q Q i) d w p" ° 'nC) > 1 zA. I tfl� 4 — PROVIDE #4 "U"—BARS @ 16" O.C. 1 TRENCH DRAIN DETAIL KS-4.3 SCALE: 3/4 = 1'-0" SEE PLAN FOR SLAB INFO. ff4J U IL %'4_'� STOREFRONT SECTION SCALE: NONE - , 1-1 ASS DIMENSIONS SEE CIVIL FOR SLAB INFO. I 11 / TILT —UP WALL \, f BEYOND 5'-0" POUR STRIP CONT. MC10 X 28.5 W/ , 2'-0" 2'-0" '-0" I ALTERNATING STRAP ANCHORS TO YIELD 1 '-10" MIN. 10" SPACING- LAP SPLICE 13 0 a° .I\ - d , 0 i I— I�III—III ;III,;,III a "— _ #4's @ 12" O.C. U #4's @ 12" O.C. � a Q w ° w #5's @ 12" 0_C- fn ° DOCK SLAB PER 2" CL. TYP_ FOUNDATION PLAN a ° a: Q a DOWELS SAME SIZE & SP. a 7" AS VERTICAL REINF_ Lwli V d . d ° d. fn Q ° d L °o b (4) — #4 BARS CONT. \bbQ .'d 3" CL_ \__I #4 BAR @ 12" O.C. TYP. 2'-6" ('CSECTION AT DOCK KS-4.3 SCALE: 3/4" = 1'-0" SEE ARCH FOR RAILING INFO. EMBED INTO CONCRETE 8" MIN. 3/4" CHAMFER LEVEL BACKFILL 3 � RETAINING WALL SECTION -4.31 SCALE: NONE M FM C_ S AS SHOWN PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. WE ITEMS 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_ Al rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT VvuwAvRLD MURET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTION SHEET NUMBER KS=4m3 SCALE: 3/4" = l'-0" s:/2004-120. 30 ANITA, GEORGIA 30328 ROOF DECK PER FRAMING PLAN 3/4"x6"x6" STABILIZER PL - WELD TO COLUMN - DO NOT WELD TO JOIST GIRDER JOIST BEYOND 1 SECTION KS-5.1 SCALE: NONE WELD L4x4xY4 STRUT TO TOP CHORD OF JOISTS 1 �1 L3x3x 1/4" STRUT JOIST GIRDER BOLT JOIST TO JOIST GIRDER AT COLUMN USING Fo to 10 WELD JOISTS TO JOIST GIRDER TYP. UNLESS NOTED JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/4" CAP PL W/ (2) - %" GUSSET PLATES AND (4) - 3/4" DIA. BOLTS, DECK T STEEL= DBE (--- W-BEAM JOIST COPE ENDS AS SHOWN BEYOND FOR CONNECTION TO NEW L6x6 LEG WELD L6x6x3/$ SUPPORT LEG (FOR NEW W-BEAM) TO 3 JOIST GIRDER ' 4 ) BEAM TO GIRDER CONNECTION KS-5.1J SCALE: 3/4" = 1'-0" L4x4x 1/4" x 0' -5" LG FULLY FIELD WELD TO COLUMN AND TUBE T.S. BEAM 1 /2" x4' x(TUBE WIDTH MINUS 1") SEAT R —/ WITH % x4"x(TUBE HEIGHT MINUS 1") GUSSET SLOT TUBE AND WELD TUBE TO SEAT if'_ T.S. COLUMN SEE PLAN FOR SIZE TYP, 0 EACH 3/16" TUBE 71/4" TILT -UP PANEL EXTERIOR FACE OF TILT -UP WALL T.S. BEAM 8", 20 GA 4" METAL STUDS 4-# 10-16 SCREWS 16" O.C. SEE ARCH EACH STUD. TYP. --1 4 C-- FOR SIZE AT VARIOUS - LOCATIONS. h T. PARAPET ELEV. (SEE ARC 4. 8", 20 GA METAL 5"x5"x5" LONG x 16 GA CLIP SEE ARCH. TRACK EACH END. ANGLE W/ 2- 3/16"4 HILTI 2'-0" MAX. KWIK-CON II FASTENERS (13/4 MIN EMBED) AT EACH STUD. 4. 3 d d . SECTION KS-5.1 SCALE: NONE D. BEARING ELEV. (SEE PETCO PLAN) 5 ) TYPICAL TUBE CONNECTION —5.11 SCALE: NONE 6 TYP. PARAPET CONNECTION —5.1 SCALE: 3/4" = 1'-0" 16" MI WELD EAC SIDE OF J --UP CONCRETE -L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT JI L1VL -L ,8 AL A I l/ (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. WALL DIAPHARM CHORD SPLICE SCALE: 11/2" = 1,-0- EXTERIOR FACE OF 71/4" TILT -UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 T. PARAPET ELEV. IC`CC MANICI M MIATI/-X N t d r t S FOR ROOF FRAMING DETAILS. SEE 0 L3x3x 1/4" CONT. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/KS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL, DECK BEARING ELEV. (SEE FRAMING PLAN) a � 121/2"x 1 13/4" BLOCKOUT ON EACH SIDE OF PANEL 1/4. 2" JOINT FOR JOIST GIRDER 51/4" 1/4» MIN PER SJ 1 BEARING. .� 2" AT SIM. PROVIDE 121/2"x231/2" ° BLOCKOUT. 3/ g"x5"x111/2" BEARING PLATE w/ 1/2"Ox4" 8 JOIST PER FRAMING PLAN 2) LONG HEADED STUDS (7" GAGE)_ .4 KS-5.1 AT SIM. PROVIDE (2)-%"x5"x111/2" BEARING PLATE. d DO NOT WELD BOTTOM RD OF GIRDER TOOANG E. GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS L5x31/ " 3/1"x0'„9" LONG w/ (2} /2 Ox4 EMBEDMENT EXPANSION ANCHORS. MIN PER SJ I BEARING PLATE. �— HEADED STUDS li � o 1/ " PANEL JOINT ('8' CONNECTION KS-5.1 SCALE: 1 1/2" = 1'-0" - ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN 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" i I PHILLIPS OWN -as P A R T N E R S H I P Architecture - Interior Design • Planning Fbaw 770.3941616 ` 770.3941314 EU p D RB E F G H E ANCHOR B E D CONSULTANT HAINES, GIPSON SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 CHORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. CHORD. 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 WOR MMK 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMSUCAN 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 04/14/04 DRAWING TITLE DAD/RWG FRAMING SECTIONS SHEET NUMBER KS=5ml S:/2004- 120.30 EXTERIOR FACE OF 5"x 121/2"x 1 13/4" 13LOCKOUT ON EACH SIDE OF PANEL JOINT FOR JOIST GIRDER BEARING. 3/ "x111/2" LONG BENT PLATE w/ (2� #3 x 4'-0" LONG A7Q6 REINFORCEMENT AND (2) /2 Ox4" LONG HEADED STUDS (7 GAGE). 5" i N (2) 1/2" 0 HEADED STUDS (2) #3 A706 BARS_ T. PARAPET ELE (SEE PANEL EL D. BEARING ELEV. (SEE FRAMING PLAN) 71/4" TILT —UP PANEL W/(� /2Sx3 % 1/2'Ox " EMBEDMENT EXPANSION ANCHORS. A 1 13/4 I 1 13/4" 7C==1 I MIN PER SJI 1/4n 2" HEADED STUDS BEARING PLATE_ 8 I G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY. #3 A706 BARS 1/ " PANEL JOINT 3 CONNECTION -5.2 SCALE: 1 1/2" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN TYP. JOIST GIRDER BEARING AT PANEL JOINT SCALE: 3/4" = 1 ' —0" GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS a L3x3x1/4" CONT_ CLOSURE WELD DECK TO ANGLE EXP. 1/�" BOLT L TO WALL w/ 0 x 4" EMBEDMENT 0 32 O_C_ a SEE 3/KS-5.1 FOR SPLICE D TAIL- 4 ° 4 d , � d� a a 1/2" 0 EXPANSION BOLT 4 AT TYP. B.A.C. a° (B.A.C. BY JOIST MANUFACTURER.) 4 J01! FRA METAL DECK PER FRAMING PLAN. RM STD. BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG. �T PER MING PLAN. 5� SECTION AT DECK BEARING W/ PARAPET SCALE: 3/4" = 1'-0" I EXTERIOR FACE OF 1 i 71/4" TILT —UP PANEL MIN PER 1 I i i 0 1/4 2" � L!Y HEADED STUDS 8,o o� BEARING PLATE_ G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY. #3 A706 BARS ' 4 CONNECTION E�-5.2 SCALE: 1 1/2" ROOF DECK PER FRAMING PLAN 5"x 121/2"x 1'-1 1 1/2" BLOCKOUT FOR JOIST GIRDER BEARING. 3/ "x24" LONG BENT PLATE w/ (41 #3 x 4'-0- LONG A7Q6 " REINFORCEMENT AND (4) /2 Ox4" LONG HEADED STUDS (7 GAGE). 5" N I (4) 1/2"0 HEADED STUDS (4) #3 A706 BARS. JOIST GIRDER PER FRAMING PLAN WSx3 2 2 "1/1OX04" EMBEDMENT / (� EXPANSION ANCHORS_ TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT —5-21 SCALE: 3/4" = 1'-0" T_ PARAPET ELE (SEE PANEL EL L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION 4 BOLT L TO WALL w/ 1/2" ox4" LONG ANCHORS @ 32" O.C_ SEE DETAIL 3/KS-5.1 FOR ANGLE TO ANGLE SPLICE DETAIL_ 1/8 1 MIN PER 1/8" 1 » SJI ROOF DECK PER a FRAMING PLAN 3/16" 3" o 3/163" 4 J. BEARING ELEV. a (SEE FRAMING PLAN) Q FL 3/8"X6" CONT. WITH d 1/2" DIA_ X 4" LONG L5x31/2"x5/g"x0'-9" LONG LLV HEADED STUDS AT CONNECTION ANGLE. d 12" O.C. (G.C. NOTE: IN LIEU N ° OF L SHOWN, A L4x4x 1/4" `/8" STIFFENER.) MAY BE USED w/ JOIST PER FRAMING a° PLAN_ d a GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS 6'*"� SECTION AT JOIST BEARING W/ PARAPET -5.2 SCALE: 3/4" = 1'-0" PHILLIPS awwww'" -MMM01--moft P A R T N E R S H I P Architecture • Interior Design •'Manning F1Kx 770.3941616 1- 770.3941314 RF RE J D R8 E F G H 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 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 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 WORLD MITT 2251 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 1 SANFORD, FLORIDA �� IrA1T %,LIMN 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FRAMING SECTIONS SHEET NUMBER KS=5m2 S:/2004—120.30 O 1 CANOPY SECTION KS-5.3 SCALE: 3/4" = 1'-0" 12" 0_C. T 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 %"x12" CONT. R WELD R TO JOISTS PROVIDE L6x6x5/16 WELD ANGLE TO R WELD DECK TO R 2 CANOPY RETURN OVER BUILDING —5•3 SCALE: 3/4" = 1'-0" # 10-16 SCREWS @ 8" O.C. @ ALL SUPPORTED EDGES X X X X X X X x x x x x x x x X X X X X x X x x x x x x x x x x x x x x x x x x x x X x I", r x x x X x x x x X x x x x x X x x x x x X X x x x x x x x x HORIZONTAL STUDS JOINTS X x x x x x x x x x x x x x x x x x x x x x x x x x x IF HEIGHT OF WALL REQUIRES x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 16" TYP. x x x x x x x x x x x x xx >_x x x x xxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x xUx x x x x x x x x x X X x x X x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x HEAR WALL / 3OUNDARY SMEAR WALL ATTACHMENT TO METAL STUD SCALE: NONE METAL STUD FRAMING 0 T/PARAPET SEE ARCH. PROVIDE 20 GA. RUNNER @ END OF STUDS SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS PER F NGE @ 16" O.C_ 40OS 162-33 METAL STUDS @ 16" O.C. 3 METAL 6" O.C. PROVIDE 18 GA, RUNNER SHOOT RUNNER TO R. W/ (2) 0.145"0 HILTI X—DNI PINS @ 16" 0_C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) # 10-16 SCREWS T/STEEL — VARIES }, (SEE PLAN) CONT. C6x8.2 W/ CONT. '/4"xl2" R WELD T TO JOIST SHOOT TRACK TO R @ 12" O.C. W/ HILTI X—DNI PINS W/ '/4" STIFFENERS @ 5'-0" O.C. PHILLIPS P A R T N E R S H I P Architecture - Interior Design • Planning P'— 770.394.1616 f- 770.3943314 RE J A ANCHOR g C D E F G H C CONSULTANT HAINES, .99m, AF-IqL UIPSO SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. VIE ITEMS 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 808or In—mgElob 'WWWI%%FR M==ARUT 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERKCAN 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE CANOPY SECTIONS SHEET NUMBER KIdoft, zi I® 5 m;'031k S:/2004-120.30 500 V_ W 0 0 W h . qsn 36'-OY2" _j G L O C � z z z 0- 11'-4" a 12'-0" 15'-4" KP-31 KP-30 KP-29 3 ( 3'-7„ I PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT CPER DETAIL 12-KS-4-1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 4'-0" I N L f A1/2" JOINT T/PANEL ELE�V. T/PANEL ELEV. (26'-5 /2" (26 5fi ") 2 DECK BEARING , r2� /�\ h DECK BEARING - (20'-4 �2") DECK BEARING � 3 (SEE PETCO) F.F.E. ELEV. (0 -0 ) EIB/PANEL ELEV. (-0'-7") T/FTG. ELEV. -0'-8") INTERIOR ELEVATION ALONG COLUMN LINE "A" SCALE: 1/8" = 1 '_0" A F.F.E. ELEV. (0' -0 ") B/PANEL ELEV. (-0'-7") T/FTG. ELEV. 3 INTERIOR ELE VATIUTV ALU N U UULU MIN L11N t .r KS-6.1 SCALE: 1/8" = 1'-0" 570 000 / , 1 I C I I T/PANEL ELEV. (26'-5 /2 ) DECK BEARING (24'-0 22� A L A F.F_E_ ELEV. (0'-0 ) B/PANEL ELEV. (-0'-7") T/FTC_ ELEV. ('5'),, INTERIOR ELEVATION ALONG COLUMN LINE "A' -6•� SCALE: 35'-7Y2" � o J z o z W z W 0i W: z W 15'-21/ " a 12'-0" a 1 1'-4" KP-28 KP-27 KP-26 A PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 r INTERIOR ELEVATION .ALONG COLUMN LINE 1500" SCALE: 1/$" = 1'-0" T/PANEL ELEV. (26 5 /- ) DECK BEARING (2- - h (20'_81/2") EACH F #3 TIES @ zi DECK BEARING (20'-41/2") 2) #6 BARS ACH FACE W/ 3 TIES @ 6" O.C. A 1/2" JOINT T/PANEL ELEV. (� 26'-5 2") ROOF DF SEE ARC DECK BEARING SIZE AN] (20' - 41/2") A A A F.F_E. ELEV. ; co F_F_E_ ELEV. (01-011) y J. B/PANEL ELEV. B/PANEL ELEV_ (-0'-1 1 ") (-0'- I I ) T/FTG. ELEV- T/FTG. ELEV. 011) T/FTG. ELEV. T/FTG. ELEV. I- E:-T (-5'-0 r4� INTERIOR ELEVATION ALONG COLUMN LINE "G" & "1510" 1/2" JOINT 4rFlILLIP5 T/PANEL ELEV.000000=00�__ -Moon (26'-5 2") P A R T N E R S H I P DECK BEARING (24'-0 2") Architecture • Interior Design - ?fanning DECK BEARING (SEE PETCO) I>l- 770.3941616 41314 A ET RE J D F.F.E. ELEV. A ANCHOR e R9 C p E F G H B/PANEL ELEV. 0 (-0'-7") CONSULTANT T/FTG. ELEV. HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE, GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL SCALE: 1/8" = 1'-0" lD1 nE 0 1561 1Y2" I 39'- r 0" 39'r0" 39'�-O" 39'71y2" o z O z z O z o z 0 W z 0 W 0 �i � L 1/2" JOINT W ( W aUJI W W J �� 0 z J Q z J Z W 19'-6" a J Z W a_ 19'-6' W 19' -7Y2,> 18'-10Y4 19'-6" c 19'-6" 19'-6' 19'-6" KP-23 KP-22 KP-21 KP-20 KP-19 KP-18 T/PANEL ELEV_ 7Y4» KP-25 KP-24 " (26'-5 2 ) DECK BEARING (24'-0 2�,) (3) #6 BARS (3) #6 BARS EACH FACE W/ (3) #6 BARS (3) #6 BARS EACH FACE W/ (3) #6 BARS 6 BAPS EACH FACE W/ EACH FACE W/ #3 TIES Q 6" O.C. EACH FACE W/ #3 TIES Cam? 6" O.C. EACH FACE W/ #3 TIES Q 6" O.C. #3 TIES @ 6" Q.C. #3 TIES ® 6" O.C. #3 TIES @ 6" O.C. PANEL REINFORCEMENT PANEL REINFORCEMENT PANEL REINFORCEMENT PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 C PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 C PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 C PER DETAIL 12.KS-4.1 PER DETAIL_ 12.KS-4.1 PER DETAIL 12.KS-4.1 PER DETAIL 12.KS-4.1 f f 1 F.F.E. ELEV. 4•- o•• 4'- 0" 4.- D,. B/PANEL ELEV. (-0'-7") T/FTG. ELEV. (-0'-8") INTERIOR ELEVATION ALONG COLUMN LINE "1600" -6.1 SCALE: 1/8" = 1'-0" A� T/PANEL ELEV_ (26'-5 DECK BEARING (20' - 8 I/2") A A F.F.E. ELEV. (0'-0") B/PANEL ELEV. —0 —7 T/FTG. ELEV. (-1'-0") REVISIONS # DATE DESCRIPTION 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. WE ITEMS 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 AUIOT womma 2251 W.P. BALL BOULEVARD PROJECT THE ARKETPLA E 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 04/14/04 DRAWN BY/CHECKED BY DRAWING TITLE DADJRWG TILT -UP PANEL ELEVATIONS SHEET NUMBER KS=6ml - ATLANTA,`GEORGIA 30328 1r 0 . V f f ....................................... ......................................................_..... SHELL FLOOR PLAN - HN.A.C. SCALE: 1 /8n = 1 $-0" REVISION # 13 SUMMARY A. REVISED RTU'S TO ELECTRIC HEAT DELETED GAS HEAT REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture - Interior Design ■ Planning 770.3943616 '- 770.3941314 RF RE J D RB E F G H A E ANCHOR C D CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 �J 5365 OAKBROOK PARKWAY, NORCROSS, G4 30093 PHONE (770)447-5547 FAX (770)448-0262 EMMAAIIL Ise®Iordanskola.com COPYRIGHT ® 2004 JORDAN do SKALA ENGINEERS INC. SEAL 1 Ir M REVISIONS # DATE DESCRIPTION Q 06/01/04 MEP COORDINATION Q 07/26/04 Misc. VIE Items This document is C0 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 c®sT Plus WORLD 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MLW/GMS DRAWING TITLE SHELL FLOOR PLAN H.V.A.C. SHEET NUMBER KM=1 e It l Ili 1 V V SHELL FLOOR PLAN SCALE: 1 /8" = 1'-0" REVISION # 17 SUMMARY A. REVISED PLAN TO MEET TENANT CRITERIA REVISION # 13 SUMMARY PHILLIPS www"No 11111111-Iftift P A R T N E R S H I P Architecture • Interior Design ■ Planning 7703941616 Fax 770.3941314 RF LA_ ANCHOR B RB 0 D E F G H D J CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 04/10070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EML• jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL i v REVISIONS # DATE DESCRIPTION 0 06/01/04 MEP COORDINATION 07/26/04 Misc. V/E Items A 07/26/04 MEP SHELL REVISIONS 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 WORLD MARKET 2251 W.P, BALL BOULEVARD PROJECT T I E MARKETPLACE AT SEMINOLE TOWNE CENTER 0 e► A &Irnr7^ 11•1 AA Ir%A A. OMITTED GAS PIPING REVISION # 5 SUMMARY A. ADDED SHEET "ATL;4NTAE`OFtGIA 30328 y-r f KEY NOTES: Ci 2-4" EMPTY CONDUITS WITH PULL WIRES FROM UTILITY COMPANY PAD MOUNTED TRANSFORMER. TERMINATE AT CT CABINET. REFER TO EO.1 FOR CONDUIT CONTINUATION AND TRANSFORMER LOCATION. O2 1-4" EMPTY CONDUIT WITH PULL WIRE FROM TELEPHONE COMPANY'S DEMARCATION POINT, TERMINATE CONDUIT 6" AFF AT TENANT'S TELEPHONE 'BACKBOARD. COORDINATE EXACT TENANT TELEPHONE BACKBOARD LOCATION WITH TENANT SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH -IN, REFER TO CIVIL ENGINEERING PLANS FOR CONDUIT CONTINUATION. O PROVIDE CT CABINET AND UTILITY METER SOCKET FOR TENANT'S ELECTRICAL SERVICE. COORDINATE CT CABINET AND METER SOCKET REQUIREMENTS WITH UTILITY COMPANY. PROVIDE A MINIMUM 2" EMPTY CONDUIT BETWEEN CT CABINET AND METER, COORD. WITH UTILITY. EXTEND 2-4" EMPTY CONDUITS WITH PULL WIRES TO TENANT'S MAIN DISTRIBUTION PANEL LOCATION. COORDINATE EXACT TENANT MAIN DISTRIBUTION PANEL LOCATION WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH --IN. O EXTEND HOMERUN TO TENANT'S FUTURE PANEL LOCATION AND TERMINATE ABOVE PANEL FOR FUTURE CONNECTION BY TENANT. COORDINATE EXACT LOCATION OF TENANT'S ELECTRICAL PANELS WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH -IN. g>..:..................................................................... ................ F WORLD MARKET - ELECTRICAL REVISION # 17 SUMMARY A. REVISED SERVICE ENTRANCE LOCATION B. ADDED WALL SCONCES AND LIGHT FIXTURE TYPES REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS P A RT N E R S H I P Architecture s Interior Design - Planning m— 770.3941616 P- 770.3941314 RF RE D R3 C D E F G H p ANCHOR 9 CONSULTANT Jordan & Skala Engineers, Inc. JJ C3 Project Number - 0410070 �� 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 171 EMAIL fse@fordonskolo.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL \� REVISIONS # DATE DESCRIPTION 0 06/01/04 MEP COORDINATION Q 07/26/ 04 MEP SHELL REVISIONS This document is U 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 C087'PLU� ', 1 I IVY Ili 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AVVO/CCJ DRAWING TITLE SHELL FLOOR PLAN - ELECTRICAL A5 SHEET NUMBER KE=1 ■ SHELL FLOOR PLAN SCALE: 1 /8" = V-0" 0T INSTALLED IN VERTICAL. �--��' _ _ -�_ -~- ~ -.-----� -^~ �^~----`----', `^�_ �~ __- "�� - ' - - --'----���-7~^ -- -� -` � v, _ __ __� _ ' -----------' �''-�-�s���, ' ' ----- ' �'\ ^' . KEYED NOTES 0DEVICE FLUSH IN FLOOR WITH BRASS COVER PLATE VERIFY L0CA[0N OF RECEPTACLES WITH COST PLUS REP. STUB -UP 1" CONDU� AT F�CE OF C0LUWN. 0�7 � Y�LKERDUCT TRIPLE CHANNEL, REFER TO DETAIL THIS SHEET `�~ AND ARCHITECTURAL DRAWING A1.1 FOR DETAILS. COORDINATE W/GENERAL CONTRACTOR. 0PROV|DE ACTIVATION BOXES FOR CONNECTION TO DEVICES INDICATED TO BE INSTALLED IN MILLWORK BY OTHERS. CONDUIT WITH PULLGTRN8STUB-UP INTO CAGHVVFAPCOUNTER (TYP|[AL FLOOR � �� Z,e—������` ^6�HUB .�~`� ��'. Ki � �1­ - ` - I .. . - __ 11 �� , - I ­ .1 ____ .. I 11 __ . ' . . . 411. , . . - 7�_ . - - �1. . A = Y. : 4 - I . . .. -WALKER DUCT 42 -/ WALKER DUCT #2 -/ WALKER DUCT #2 -/ U ���� ������� CHECK �K�� ����� �� �����UU WALKER DUCT �� " U K "��K�~K "���� U J��U��U � �� U K ���~~K �k�� DETAIL U �~���_ 1.VERIFY CONDUIT SIZE. %. VERIFY NUMBER OFCIRCUITS NEEDED FOR THE EQUIPMENT WITH THE MANUFACTURER'S INFORMATION. _\........." I W_ I 1i , t. ..._1 . �' , I", � 11 , _� I l�;,- :: J­­_­-___,9_1 -�� I : __ . ,4 z : :1 4 KI V rz.+_-1 , —4,,, t". - : ; : . : I : j 'f'fP-.A.2 : + : . D —, '­'­"� __ � : " ." : . "'H p-1 1: , :: I I !I: \�, : : ; ; . I 7t I : 111- ............ A �N� I ; : : _�. : : : r.,i ': : : : . f �_ I . i+ : - ,P,- , .1 : .ol . - . 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I....... :�-- EThNI[ �� � ! /'~^ '�~ � �! ! | ' ' i � ~�-��- � | � � � �,��^o i ! � ' "-° ��� s�o ., : ; : : ��. � , _11� ... i , _,� - ---- � ................... ..: . .................... .... ................. = .. .................. - �* ... .... i . � [ ( . . ............................... .......................................... � .................. . , ­$ ill __ 7H . : I ... I . ;,­� , . "4 11: ..... � ........... 4"S B/F & UP ..... ,� - 1­ :-,4 M': : I , . " "; i ........ : 7 I .. . .._ + J"T.. ".,.".'_­ii, db�� , -, F, :ilf��-._* ': .. .... .... — , % �' T��_�__U_l I , 4 o,:�N­,�`-* I 0 * : ,� - I`- I �­ ... ; .... ... , " ` "T_ 4,.w ...... "zl- J ' � : . ...... * .... : , __ --- U - - " : . 0. - - - _N 1 3 / 4 "�G. -Tr-- S — .. . . . ] . --iii - -.nn : 1.1 : _ : ­ : : : : 9: :: F .... .. i ..... ........ - .�__ TH ........ ; : . : . I : .1z: :W .. ...... * .... : I ­,= i i <%yl 1 ptli ,,:- �, �- L�--K *1 .1�i - : 6 i.. U t .I. :.. � . � VI : 1'� : - : : : ,:: i ill ,/ _ - -1 \ : 11,11 _ffff 3�_ 011 �!,� [1 I ,:,: "� : 0 61 :* .... � ..................... 1 — .. .. ......... . ��. .,� : a: .. I : : " ': :. , [ IM I -CL (TYP. 3) 1 ... ... � ... � ---------------- I I .�Zl� 'd ! ill�� "' :, , . " i , ...11, .. .... � - 1-::-`:� ,:::::--_:_1 q,-c", �" .." . , ' � ��'F .'i � : � - lk,Ef� ' - ill 1 li ii . I =. ? - : : : PHILL.Ir�S — am--... EA: ANCHOR 17U F G H CONSULTANT SEAL REV00NS 4 1llll # DATE DESCRIPTION l document is (D 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 2251 W.P. BALL BOULEVARD THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA NORTH 0 r_1_lllllllllll� TENANT FLOOR PLAN — /`T[J|/`A| | |K]DERS| AB REVISION# 16RUMK&ARY A. ADDED SHEET a THE MARKETPLACE AT SEMINOLE TOWNE CENTER CITY OF SANFORD SEMINOLE COUNTY, FLORIDA A DEVELOPMENT FOR: ABBREVIATIONS THIS ABBREVIATION LIST IS A STANDARD AND NOT ALL ABBREVIATIONS ARE NECESSARILY USED OR REPRESENTED ON OR FOR THIS PROJECT AB. ABOVE M. METAL PAN AC.T. ACOUSTIC TILE MB. MARKER BOARD ANC. ANCHOR MAS. MASONRY I A.F.F. ABOVE FINISHED FLOOR MAX. MAXIMUM ALUM. ALUMINUM MIN. MINIMUM I ALT. ALTERNATE MAT. MATERIAL ARCH. ARCHITECTURAL) MTG. MOUNTING @ AT M.C. MECHANICAL CONTRACTOR MECH. MECHANICAL BIT. BITUMINOUS MANUR MANUFACTURER BLDG. BUILDING M.O. MASONRY OPENING B.M. BENCH MARK M.R.G.W.B. MOISTURE RESISTANT BD. BOARD GYPSUM WALLBOARD BLK. BLOCK BOT. BOTTOM N. NO FINISHES BRG. BEARING N.I.C. NOT IN CONTRACT BSMT. BASEMENT NO. NUMBER NOM. NOMINAL C. CARPET N.T.S. NOT TO SCALE CAB. CABINET CB. CHALKBOARD O.C. O/C ON CENTER C.J. CONTROL JOINT OPNG. OPENING CONC. CONCRETE CONT. CONTINUOUS PS. PROJECTION SCREEN C.M.U. CONCRETE MASONRY UNIT CL. CLEAR PART. PARTICLE CONST. CONSTRUCTION PARTN. PARTITION CONTR. CONTRACTOR P.C. PLUMBING CONTRACTOR CLG. CEILING PTD. PAINTED COL. COLUMN P. PLASTER COORD. COORDINATE PLAM. PLASTIC LAMINATE CTR. COUNTER PSF POUNDS PER SQUARE FOOT C.T. CERAMIC TILE PSI POUNDS PER SQUARE INCH 9-CENTER LINE PLYWD. PLYWOOD PLATE DET. DETAIL ± PLUS OR MINUS DWG. DRAWING DR. DOOR QT. QUARRYTILE DN. DOWN DIM. DIMENSION RCB. RESKIN EXISTING CHALKBOARDS 0 DIAMETER REG. REGUPOL REINF. REINFORCED or REINFORCING E. EPDXY PAINT R.D. ROOF DRAIN EXIST. EXISTING REQ'D. REQUIRED ELEC. ELECTRICAL R.A. RETURN AIR ELEV. ELEVATOR or ELEVATION R.O. ROUGH OPENING E.C. ELECTRICAL CONTRACTOR R. RISER or RADIUS or RUBBER EXP. EXPOSED or EXPANSION REC. RECESSED EXT. EXTERIOR RM. ROOM EL. ELEVATION R.W.C. RAIN WATER CONDUCTOR EA. EACH RTB. RESKIN EXISTING TACKBOARD EQ. EQUAL EQUIP. EQUIPMENT S. SEALED CONCRETE E.W. EACH WAY ETR EXISTING TO REMAIN S.A. SUPPLY AIR ET. EXISTING TERRAZZO S.C. SOLID CORE SCH. SCHEDULE SECT. SECTION F.D. FLOOR DRAIN SH. SHELF or SHEATHING F.S. FLOOR SINK SIM. SIMILAR FDN. FOUNDATION S.F.C.M.U. SPLIT -FACE CONC. MASONRY UNIT F.G. FIBERGLASS SPECS. SPECIFICATIONS FL. FLOOR SQ. SQUARE FIN, FINISH(ED) S.S. STAINLESS STEEL or SERVICE SINK FT. FOOT or FEET S.S.D. SEE STRUCTURAL DRAWINGS FTG. FOOTING STD. STANDARD FURR. FURRING STL. STEEL F.C.G.W.B. FIRE CODE GYPSUM STIR. STRUCTURAL WALLBOARD SYN. SYNTHETIC F.O,S, FACE OF STUD F.O.M. FACE OF MASONRY TV. WALL MOUNTED TV BRACKETS F.O.F. FACE OF FINISH TB. TACKBOARD T. TEMPERED GLASS G.C. GENERAL CONTRACTOR THK. THICK(NESS) GIRD. GRADE T.O.M. TOP OF MASONRY GL. GLASS T.O.P. TOP OF PARAPET GA. GAUGE T.O.S. TOP OF STEEL G.W.B. GYPSUM WALLBOARD TYP. TYPICAL TH. THRESHOLD H.C. HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE H.M. HOLLOW METAL HOR. HORIZONTAL V. VINYL BASE HGT, HEIGHT VERT. VERTICAL HDW. HARDWARE V.C.T. VINYL COMPOSITION TILE HVAC HEATING, VENTILATING & AIR CONDITIONING W. WOOD FLOORING WR. WOOD REFINISH (EXISTING) I.D. INSIDE DIAMETER W/ WITH INSUL. INSULATION W10 WITH OUT INT. INTERIOR WD. WOOD INV. INVERT WDW. WINDOW W.G. WIRE GLASS JT. JOINT W.W.M. WELDED WIRE MESH KIT, KITCHEN(ETTE) XP. EXPOSED PAINT L. LATEX PAINT L.L.V. LONG LEG VERTICAL L.L.H. LONG LEG HORIZONTAL L.F. LINEAL FEET LAM. LAMINATE LAV. LAVATORY DIRECTORY OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE 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 9000 CENTRAL PARK WEST DWIGHT BAILEY SUITE 400 TEL: (770) 394-1616 ATLANTA, GA 30328 FAX: (770) 394-1314 CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN 3660 MAGUIRE BLVD. A SUITE 200 TEL: (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD SUITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 TONY OWENA ELECTRICAL: JORDAN & SKALA 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ATLANTA, GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 BUILDING 400 FAX: (770) 522-9273 ATLANTA, GA 30350 13 BUILDING CITY OF SANFORD DON FLORIDN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: FIRE SANFORD FIRE DEPARTMENT TIM ROBLES DEPARTMENT: FIRE PREVENTION DIVISION TEL: (407) 302-2520 P.O. BOX 1788 FAX: (407) 302-2526 SANFORD; FL 32771 13 SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX CARL LAUGHLIN: WOODY SHIELDS: LINDA HALEY: JOHN TRIGUEIRO: STEVE CADUNGUG: SHANE HUNTLEY: Mm'"a F1 KE 200 4TH STREET OAKLAND, CA 94607 CONST DIR TEL: (510) 893-7300 EXT 3527 FAX: (510) 893-3693 CONST MGR TEL: (510) 893-7300 EXT 3601 TELECOM COORD TEL: (510) 893-7300 EXT 3296 DIR OF LOSS PREVENTION TEL: (510) 893-7300 EXT 3244 STORE PLANNER TEL: (510) 893-7300 EXT 3505 STORE SYS COORD TEL: (510) 893-7300 EXT 3232 RESPONSIBILITY CHART FURNISHED INSTALLED NATIONAL ACCOUNT/ LISTS OF ITEMS G.C. C.P. G.C. C. P. REMARKS ACCESS PANELS BALER , MARATHON EQUIP. CO. CONTACT: GREG LEON BALER DISCONNECT CASHWRAP FIXTURES 0 CASHWRAP REGISTERS/WIRING BURGLAR ALARM SYSTEMS a 0 SONITROL CONTACT: MIKE LYNCH CHAIR WALL SHELVES ® 0 COMPACTOR 0 MARATHON EQUIP. CO, CONTACT: GREG LEON COMPACTOR DISCONNECT 0 EXTERIOR SIGNS 0 0 (SEPARATE PERMIT) FIRE EXTINGUISHERS/SIGNS 0 MARKETPLACE AWNINGS 0 0 CAMERA READY ARTWORK FOR GRAPHICS SUPPLIED BY COST PLUS" MARKET PLACE FIXTURES & 0 0 EQUIPMENT PATCH PANEL 0 0 FIRE ALARM SYSTEM 0 RUG DISPLAY EQUIPMENT 0 0 STRUCTURAL SUPPORT BY GENERAL CONTRACTOR SALES & STOCK SHELVING 0 0 TIME CLOCK VINYL BASE AT CASH WRAPS VINYL BASE AT MARKET PLACE 0 0 VINYL BASE AT CHAIR WALL 0 0 COFFEE MAKER O 0 CART RAIL 0 0 LOW VOLTAGE J-BOXES, CONDUIT, PULL STRINGS LOW VOLTAGE WIRING & EQUIP. 0 A NOTE: 1. CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND COSTS FOR PERMITS, LICENSES, ETC. 2. CONTRACTOR IS RESPONSIBLE FOR COSTS OF INSPECTIONS AND TESTS. NATIONAL VENDOR LIST LIGHTING FIXTURES BALER & COMPACTOR MARATHON EQUIPMENT CO. AMERICAN WHOLESALE LIGHTING CONTACT: GREG LEON CONTACT: JEFF JENSEN P.O. BOX 41400 CHRISTY STREET L 35592 VERNON, AAL FREMONT, CA 94538 P-800.633,8974 V-510-252-1088 F-205.695.7250 email: j ensen@awlighting.com TELECOMMUNICATIONS SLIDING GLASS DOORS 16 Norstan Communications, Inc. C CONTACT: Diane Ott 4949 Westown Parkway, Suite 245 BESAM "UNISLIDE SYSTEM" West Des Moines, IA 50266 CONTACT: BRAD THOMAS V-515.698.4633 V-901-541-9630 SECURITY/CAMERA SONITROL CONTACT: MIKE LYNCH 40556 AVENIDA CENTENARIO IFS (INTEGRATED FACILITIES SYSTEM) TEMECULA, CA92591 V-909.694.6538 CUTLER -HAMMER F-909.694.3819 3697 MT DIABLO BLVD email: mlynch@sonitrol.com LAFAYETTE, CA 94549 CONTACT: KEN SCHMIDT TOILET ACCESSORIES V-(925) 299-3751. FORT JAMES TOILET ROOM ACCESSORIES ONLY UNISOURCE CONTACT: JERRY BAER V-510 985 2471 F-510.985.2375 NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL 770.645.6566 FAX 770.643.9540 SYMBOL INDEX PROJECT INFORMATION __- ELEVATION LETTER �03 C C�A SHEETINDEX PHILLIPS.-t. P A R T N E R S H I Architecture - Interior Design • Planning P,a- 770.394J616 F- 770.394J314 RF RE I U ANCHOR CONSULTANT SEAL SECTION REFERENCE A DETAIL NUMBER LOCATION: CITY OF SANFORD xx 1 SEMINOLE COUNTY, FLORIDA TITLE SHEET WALLS SHOWN IN AA•X KT1.0 TITLE SHEET SHEET NUMBER ELEVATION PROJECT ADDRESS: 2251 W.P. BALL BOULEVARDIIIIII _ SHEET NUMBER SANFORD, FLORIDA 32771 KT1.1 GENERAL NOTES�&EX�ITING PLAN 16 A SECTION SYMBOL S U 2.1 ACCESSIBILITY GUI LINES REVISION MARK INTERIOR ELEVATION KEY SITE ZONING: PD KT2.2 ACCESSIBILITY GUIDELINES II 16 DA BUILDING SET BACKS: -� �� FRONT: 25 -0 KT2.3 ACCESSIBILITY GUIDELINES III ROOM NAME REAR: � 20'-0" REVISIONS Na. ROOM NAME AND X DETAIL NUMBER SIDE: , 10'-0" ARCHITECTURAL DESCRIPTION NUMBER AX.X SHEET NUMBER WIND SPEED 110 MPH KA1.1 SH L LOOR PLAN # DATE DETAIL SYMBOL SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS .2 FLOOR LAN 0 05/ 19/ 04 DRAWING LIST COORDINATION ALIGN ALIGN SURFACES APPLICABLE CODES: i.t .3 511 FI TU E PLAN 1s A Q 05/ 28/ 04 ARCH/ STRUC. COORD. MISC. VIE ITEMS �-- KEYED SHEET NOTE 00 P A 007! 26/ 04 FLORIDA BUILDING CODE (FBC) 2001 EDITION K RCP & STOREFRONT PLAN A 08/02/04 INTERIOR UPFIT DOOR TYPE LIFE SAFETY CODE (NFPA 101) ;' 2000 EDITION KA1.6 REFLECT D El L N PL N 1 DOOR DESIGNATION PROPERTY LINE NATIONAL ELECTRIC CODE (NEC) 200/- EDITION SYMBOL F.B.C. GAS VOLUME (IGV) 2000 EDITION KA2.1 ENLARGED PLANS F.B.C. MECHANICAL VOLUME (IMV) 2000 EDITION KA3.1 INTERIOR ELEVATIONS & DETAILS A CENTER LINE F.B.C. PLUMBING VOLUME (IPV) 2000 EDITION 16 A KA3.2 INTE NATIONS GRID LINE (LETTERS IN ONE DIRECTION AND WALL TYPE 1 TERIOR ELEVATIONS _ NUMBERS IN OTHER KA5.1 BUILDING SE TI NS & D TAILS 0DIRECTION) NCY CLASSIFICATION MERCANTILE .2 A S T N OCCUPA 1 FLOORING TRANSITION, TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED KA5.3 WALL SECTIONS SPRINKLERED KA6.1 ENLARGED PLAN DET ILS THRESHOLD, SADDLE, ETC. KA7 1 D00 FI IS , &COLOR SC EDULES ALLOWABLE HEIGHT: 2 STORIES - 55' KA8.1 PARTITION & DOOR DETAILS WHEEL CHAIR TURNING ACTUAL HEIGHT- ONE STORY -VARIES (35'-0" MAX.) KA8 2 ROOF & CEILING DETAILS RADIUS ACCESS (60" 1 ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) KAA 3 MISCELLANEOUS DETAILS 1 DIAMETER) OCCUPANT SEPARATION: 1 HOUR This document is 9 Phillips Partnership. PC and is KA9.1 MARKETPLACE PLANS, ELEVATIONS, considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. TENANT SEPARATION: 1 HOUR DETAILS & AWNING GRAPHICS This document may not be reproduced Partnership. without the prior written consent of Phillips Partnership, PC. EXITS REQUIRED: 3 9.2 RUG WA L, CHAIR WALL TENANT XX 16 B ` X EXITS PROVIDED: 4 STRUCTURAL TRAVEL DiSTANCE: C DETAIL MARK -� KS-1.0 GENERAL NOTES, FOOTING SCHEDULE -_ SPRINKLERED: n000� " & RTU DETAILS KS-2.1 FOUNDATION PLAN `mARKET WO R L D Mam KS 31 ROOF FRAMING PLAN AREA/ EGRESS DATA SQUARE FOOTAGE: USE AREA (S.F.) SQ. FT. PER OCCUPANT 16 PERSON LOAD 16 _RETAIL 15,460 30 516 BUSINESS 1,055 100 11 STORAGEj1,568 300 6 TOTAL OCCUPANCY 18,083 533 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. UNITS OF EGRESS REQUIRED (0.2" x 533 PEOPLE) 107 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 112 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 102 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 214 INCHES AB KS-4.1 FOUNDATION SECTION 2251 W.P.,BALL BOULEVARD KS-4.2 FOUNDATION SECTION �fr... KS-4.3 FOUNDATION SECTION ECEI V KS-5.1 FRAMING SECTIONS PROJECT REVIEWL KS-5.2 FRAMING SECTIONS KS-5.3 CANOPY SECTIONS By ' KS-6.1 TILT -UP PANEL ELEVATIONS THEA ETPLA _ - Sanford Jira P.•even1ion Did`. 16 A AT SEMINOLE TOWNS CENT 1 Date:1- d MECHANICAL KM-0.1 HVAC SCHEDULES AND NOTES FIRE RESISTIVE REQUIREMENTS KM-0.2 HVAC SPECIFICATIONS IN HOURS KM-0.3 HVAC SCHEDULES AND NOTES ( ) KM-1.1 TENANT FLOOR PLAN -HVAC SANFORD, FLORIDA REQUIRED PROVIDED CLIENT PLUMBING BEARING WALLS - EXTERIOR N 0/ 1 HOUR DEMISING WALLS ONLY BEARING WALLS - INTERIOR N 0 KP-0.0 PLUMBING LEGENDS, NOTES, SCHEDULES & SPECIFICATIONS NON BEARING WALLS - EXTERIOR N 0 KP-1.0 TENANT FLOOR PLAN -PLUMBING STRUCTURAL FRAME N 0 KP-1.1 SHELL FLOOR PLAN -PLUMBING PARTITIONS - PERMANENT N 0 KP-2.0 ENLARGED PLANS AND ISOMETRICS SHAFT ENCLOSURES 1 NA KP_3,0 PLUMBING DETAILS OB NORTH AMERICAN PROPERTIES FLOORS AND FLOOR -CEILINGS N 0 NORTH AMERICAN PROPERTIES - ATLANTA ELECTRICAL 1080 HOLCOMB BRIDGE ROAD ROOFS AND ROOF -CEILINGS N 0 BUILDING 200, SUITE 150 EXTERIOR DOORS AND WINDOWS N IF >10' TO �P o KE-0.0 SPECIFICATIONS, NOTES AND SCHEDULE ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 STAIRWAY CONSTRUCTION N.C. N.C. KE-0.1 SINGLE LINE DIAGRAM, PANEL, PHILLIPS JOB NUMBER SCHEDULES & DETAILS 0208616 KE-1.0 TENANT FLOOR PLAN -LIGHTING ISSUE DATE 05/14104 KE-2.0 TENANT FLOOR PLAN -POWER & SIGNAL DRAWN BY/CHECKED BY N = NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE KE-3.0 TENANT FLOOR PLAN -FIRE ALARM CO/DEB N.C. = NON-COMBUSTIBLE KLV-1 TENANT FLOOR PLAN -LOW VOLTAGE DRAWING TITLE KLV-2 TENANT FLOOR PLAN -SECURITY TITLE SHEET REVISION # 1 SUMMARY REVISION # 13 SUMMARY A. REVISED DRAWING Li;�T A. UPDATED DIRECTORY SHEET NUMBER B. UPDATED AREA / EGRESS DATA REVISION # 3 SUMMARY REVISION # 16 SUMMARY A. UPDATED DIRECTORY KT=1 mO B. UPDATED DRAWING LIST A. UPDATED SHEET INDEX TO SHOW ADDED SHEETS B. CLARIFIED DATA 111110 @1 C. CHANGED VENDOR PER TENANT COMMENTS .,.I NORTH 1 SHELL FLOOR PLAN KA 1.1 SCALE: 1/8"=1A" NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. 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. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAVINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. AA 8 NOT USED. 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, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13, TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16, JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAVINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 5-0" DEEP BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS. 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. 25, ALUMINUM AWNING ABOVE, TYPICAL, 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK - PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION, 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A-7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS. 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS, 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. AB W.- REVISION # 3 SUMMARY A. RELOCATED RTU'S TO COORD. W/ STRUCT. B. UPDATED DIM. C. CLARIFIED LOADING DOCKWALL DIM. REVISION # 13 SUMMARY A. UPDATED GENERAL NOTES B, REVISED PILASTERS C. REMOVED GAS SERVICE REVISION # 16 SUMMARY A. CLARIFIED DIMENSIONS B. RELOCATED RUG WALL PER TENANT COMMENTS C. ADDED TAG ,t PHILLIPS "Sw-wo - P A R T N E R S H I P Architecture • Interior Design • Planning 770.3941616 Fax 770.394J314 RF RE I FA B C D � B E F G H C ANCHOR CONSULTANT I I i SEAL i REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC, COORD. 0 07/ 26/ 04 MISC. V/E ITEMS 08/02/ 04 INTERIOR UPFIT This document is 4D 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 tie reproduced without the prior written consent of Phillips Partnership, PC. TENANT -a G0:3T PLUS WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT f THE MAR ETPLAC , �r /� AA 1 CANOPY ROOF PLAN KA 1.4 SCALE: 1/8"=14" 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 1U-0" FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/4" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEETA-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS PIPING TO BE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. 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.. DS GUTTER AND DOWNSPOUT, SEE NOTE 11. AND DETAILS. COPING DBE X'-X" 1�r 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 0 EXHAUST FAN EF REVISION # 3 SUMMARY A. RE -LOCATED RTU'S TO COORD. W/ STRUCT. B. UPDATED ROOFING MEMBRANE THICKNESS REVISION # 13 SUMMARY A. REVISED DOG HOUSE B. REMOVED ROOF PATH C. REMOVED COLUMNS PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.3941616 F 770.3941314 CONSULTANT REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 26/ 04 MISC. V/E ITEMS 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 PhBlips Partnership, PC. TENANT PRO) ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER KA=1 ■ -- SS NORTH 1 SIDEWALK PLAN KA 1.5 SCALE: 118"=1'-0" AA HIGH STUCCO CORNICE W/ DRIP EDGE - SEE NOTE FOR CORNICE BELOW FRY REGLET DS-875-V-875 DRIP SCREED, CONT. 24"X36" MTL. ACCESS PANEL, PAINT EQ. TO P-3 GYP. BD. SOFFIT @ 15'-3 1/2" A.F.F. STUCCO SOFFIT @ 14'-0" A.F.F. ALUM. AWNING CONTROL JOINT LIGHT FIXTURES, SEE ELEC. DWGS. DRIP SCREED, CONT. NORTH 2 REFLECTED CEILING PLAN KA 1.5 SCALE: 1/8"=1' 0" NORTH 3 STOREFRONT PLAN KA 1.5 SCALE. 118"=1'-0" REVISION # 3 SUMMARY A. COORD. SIDEWALK PLAN WI HARDSCAPE PLAN REVISION # 13 SUMMARY A. UPDATED MATERIALS & DIM. ow PHILLIPS .NW--== P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.3941616 F 770.394.1314 Rf RE I L B E F G H C EA: ANCHOR g C D CONSULTANT SEAL I I w REVISIONS # DATE DESCRIPTION 05/ 28/ 04 ARCH/ STRUC, COORD, Q 07/ 26/ 04 MISC. WE ITEMS 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 I .COS'r PL,USi__�� WORLD MARKET, 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEIMINOLE TOWNE CENTER A* SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208E ISSUE DATE 05/14. DRAWN BY/CHECKED BY CO/D DRAWING TITLE SIDEWALK, RCP, & STOREFRONT PLAT SHEET NUMBER KA=1 ■ 11 KA-4.1 SCALE: 118"=T-0" 2T-4" A.F.F. T.O. PARAPET 1 V-4" A.F.F. T.O.SCREENWALL 0'-0" FIN. FLR. 51DE ELEVA I IUN SCALE: 118"=1'-0" � 27'-4" A.F.F. -'�--� T.O. P 20'-4 1/2" + A.F.F. IV D.B.E D'-0" 1 FIN. FLR. —=�—1 17 COMPACTOR PAD BEYOND- TRUCK DOCK BEYOND - SEE PLAN AND CIVIL SEE PLAN AND CIVIL 3 REAR ELEVATION KA-4.1 SCALE: 118"=T-0" A 4 SIDE ELEVATION KA-41 SCALE: 118"=T-0" GUARDS L13\ B 12" x 12" LOUVERED VENTS PARAPET BEYOND Ar•1r701­lV 0rl I ALL BUILDING SIGNAGE TO BE PROVIDED BY TENANT UNDER SEPARATE PERMIT. SIGNAGE SHOWN FOR REVIEW INFORMATION ONLY. AREA=100 SF MAX. _ 27'-4" A.F.F. T.0.P 20'-8 1 /2°D.B.E D 0'-0-0" OL FIN. FLR. `iw 13 AB 35'-0" A.F.F. T.O.P. Y MC-1 AB 27'-4" A.F.F. T.O.P. 24'-0 %2" A. F. F. D.B.E 0'-0" FLR. 1' FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" " A 2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH A 3 EXTERIOR CANVAS AWNING - BLACK / WHITE '12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-1 #145 - "INTENSE CARMINE" 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-2 - BLACK DOWNSPOUT - PREFINISHED ALUM. DS-1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" ' LP-1 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM -OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 NOT USED MV-1 MASONRY VENEER - SIMULATED STONE PATTERN MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERTIRONSPOT" PC-1 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 389- "SOUTHERN TAN" PC-2 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" PC-3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P-3 _ "CHINA WHITE" STOREFRONT - KAWNEER 451 ANODIZED SF-1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 451 ANODIZED SF-2 ALUMINUM - "CLEAR" ST-1 EFS - COLOR EQ. TO DRYVIT 389- NO INSUL. "SOUTHERN TAN" EFS - COLOR EQ. TO DRYVIT 108 - "MANOR ST-2 WHITE" NO INSUL. ST-3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" NO INSUL. 21" EXTERIOR WALL SCONCE BY VNNONA LIGHTING- WS 1 3706-WL-21 STRATA 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING- WS 2 3706-WL-33 STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND WALL MOUNTED LIGHT El SEE ELECTRICAL DRAWINGS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS NOTE: 61'-4" 12'4" 12'4" 12'-5" 12'-1 " 12'-2" r�nr�rrwi "wrn� hA� 1 4 L� hA\/� CT1 3 �T9 Qf'DCCAI to/AI I QCVnAIn @ COMPACTOR-� \-�-� @ LOADING DOCK �D 1$'-22" 12'4" 12'-4" 12'-5" 10 55'-32" lo ELEVATION - SCREEN WALLS @ COMPACTOR & LOADING DOCK SCALE: 118"=1'-0" ENWALL MPACTOR 11'4" A.F.F. T.O.SCREENWALL 1 V-4" A. F. F. ,L T.O.SCREENWALL AD 0'-0" OL FIN. FLR. 1 V-4" A.F.F. OL T.O.SCREENWALL 0'-0-0" 19k_ FIN. FLR. Y REVISION # 13 SUMMARY A. OMIT DOGHOUSE AND MTL. ROOFING B. MODIFIED FINISH MATERIALS C. REMOVED BRICK- ADDED EFS FIN. FLR. D. OMIT CORAL STONE - ADD MASONRY VENEER E. OMIT 8" CORAL STONE - ADD 8" CONC. BASE F. RELOCATE FRONT DOORS REVISION #16 SUMMARY A. CLARIFIED RAMP - SEE HARDSCAPE DWGS. P H 11 L L I P SA�b P A RT N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 F 770.3943314 RF RE I FA: g C D �" E F O H C ANCHOR CONSULTANT I SEAL A REVISIONS # DATE DESCRIPTION 07/ 26/ 04 MISC. V/E ITEMS ® 08/02/ 04 INTERIOR UPFIT This document is ® Philrips 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 rrot be reproduced without the prior written consent of Phillips Partnership. PC. TENANT GG�'t' PLUS 1 WORLD 2251 W.P. BALL BOULEVARD PROJ ECT THE MARKETPLACE AT SE IMINOLE 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 M JM/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER KA=4ml •000 CEr4TRAL SUITE +1 GEORGIA 30328 ROOF FRAMING PER STRUCTURAL (2) LAYERS 5/8" GYP. BD. ON 6" MTL. STUDS @ 16" O.C. W/ BATT INSUL. (R-11 MIN.) 5/8" EXT. GYP. BD. ON 8" MTL. STUDS @ 16" O.C. 4" SOFFIT VENT CONC. FOOTING - SEE STUCTURAL CONC. SLAB - SEE STRUCTURAL DI 35-0" A.F.F. T.O. PARAPET 32'-T TO. PARAPET BEYOND 24'-0112" A.F.F. D.B.E. 14'-0" A.F.F. T.O.STOREFRONT 10'-B' A.F.F. OL B.0•AWNING Y-T FIN. FLR. �o GENERAL NOTES: *SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE TILT WALLS *ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE 35'-0" A. F.F. T.O. P. IN FOREGROUND 32'-6" A. F.F. T.O. PARAPET 1'-6" 62" 6 A-7.2 SIM 2T-4" A.F.F. r T.O. PARAP ET o i I 265-1 /2" i T.O. CONC. WALL BEYOND i 7/8" VENTED ALUM. DRIP SCREED- i FRY REGLET DS-875-V-875 24'-1 1/2" + A.F.F. D.B.E. @ BEAM IN FOREGROUND 24'-0 1/2" A.F.F. D.B.E. @ WALL BEYOND DIRECT APPLIED EFS BEYOND EQ. TO ST-2 OUTLINE OF COLUMN IN BACKGROUND 15'-5" A.F.F. T.O.CONC. 1 4 '31/2"AFF a • AA PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning 770.394.1616 RF F� 770.3941314 RE I L e E F G H C 60 MIL. FULLY ADHERED A ANCHOR B c MEMBRANE ON 3/4" F.R.T. PLYWOOD OVER 6" MTL. STUDS @ 16" O.C. CONSULTANT 60 MIL. TPO. OVER 3/4" F.R.T. PLYWD. COUNTER FLASHING 60 MIL. FULLY ADHEARED TPO ON 7/16" COVER BOARD OVER RIGID INSUL. (R-20 MIN.) 1-1/2" MTL. DECK I 5 1 SEAL I NO COMBUSTIBLES ALLOWED IN CONCEALED SPACES, TYP. REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. © 07/26/04 MISC. V/E ITEMS r�� - B.O.SOFFIT 13 F This document is ® Phillips Partnership, PC and is 81 3'-3" 41 51, considered an Instrument of Service and is solely for use with respect to 7" the project as indicated below. All rights reserved- 5/8 EXT. GRADE GYP. BD. SOFFIT This document may not be reproduced without the prior OVER 6" MTL. STUDS @ 16" O.0 written consent of Phillips Partnership, PC_ I I TENANT 13 C DIRECT APPLIED E S EQ. TO SF-3 12-0" A.F.F. T.O.STOREFRONT STOREFRONT BEYOND EQ. TO � osl PLusS� I I SF-1 13 G REVISION # 3 SUMMARY WORLD MARKET 13 E A. UPDATED JOIST TO COORD. W/ STRUCT. B. UPDATED CLIP ANGLES & STUDS TO 2251 W.P. BALL BOULEVARD COORD. W/ STRUCT. 3/8" DIRECT APPLIED EFS I I C. UPDATED T.O. CONC. WALL HT. ON MTL. LATH & 40# FELT D. CLARIFIED NOTCH AT TILT -UP PANEL OVER 5/8" DENSGLASS GOLD SHEATING ATTACHED PROJECT TO 6" MTL. STUDS @ 16" REVISION # 13 SUMMARY O.C. A. REVISED DOG HOUSE THE p¢� E T P L E B• REVISED STUCCO TO DIRECT APPLIED EFS C. REVISED CORAL STONE TO MASONRY VENEER IN ATEiIIOL-E TUWIVE CENTER SIMULATED STONE PATTERN D. REVISED FOOTING LOCATION & CONC. BASE SIZE E. REVISED CONC. TILT -UP WALL TO MTL. STUDS F. REVISED DIM. G. CLARIFIED FINISH 0 H. REVISED 1/2" EXP. JT. NOTE I I. REVISED MTL. STUD HEIGHT I SANFORD, FLORIDA 0. CLIENT DIRECT APPLIED EFS BEYOND EQ. TO ST-2 3/8" DIRECT APPLIED EFS ON MTL. LATH & 40# FELT ON 518" 13 E SHEATHING ATTACHED TO 4" MTL. STUDS @ 16" O.C. 8" CONT. EFS W/ INSUL. - TYP: EQ. TO ST-3 NOKrH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 MASONRY VENEER IN SIMULATE STONE ROSWELL, GA 30075 00"�7_ CONCRETE BASE PATTERN - ATTACH TO LATH & SH ATHING TEL (770) 645-6566 FAX (770) 643-9540 111111 AS FOR MANUFACTURER PHILLIPS JOB NUMBER RECOMMENDATIONS 13 0208616 CONCRETE BASE C ISSUE DATE 13 - 05/14/04 H 1/2" EXP. JT. W/ HIGH TRAFFIC 1!2" EXP. JT. MAT'L W/HIGH TRAFFIC DRAWN BY/CHECKED BY SEALANT SEALANT TO MATCH SIMULATED CO/DEB STONE DRAWING TITLE I I CON ETE SIDEWALK, WALL SEE HARDSCAPE DWGS. Ion%SECTIONS a ° co co 0'-0" FIN. FLR. . 4 I I ° 4 a . :a SHEET NUMBER ° ° a �° c as I ° ° ° ° ONCRETE FOOTING, EE STRUCTURAL nK"A=5m2 4 ° 4 a d ° Q 77- ° 13 '��i PARK WEST rA KInOV 0CnT10K1 TR01 1('-%W Q11 A(ZTI=R IA a. Q ° . D CANOPY SECTION SCALE: 3/4"=V-0" SCALE: 314"=V-0" ` Id T UF 13 A-7.3 1" 61" 62 1'-6" 2 1'-6" 60 MIL. FULL ADHERED MEMBRANE UP OVER & 3" DOWN PARAPET Y i � 2T-4" A,F.F. 2 x F.R.T WOOD BLOCKING T.O. PARAPET —o 71 26'-5112"AF 60 MIL. FULLY ADHERED i .F. ROOFING MEMBRANE T.O. CONC. WALL ° OVER 7/16" COVER BOARD 1 a j i ON RIGID INSULATION i (R-20 MIN) .•° � � � ° I 4 1 A J 60 MIL. FULL ADHERED MEMBRANE UP OVER & 3" DOWN oN PARAPET a M 4 ° ° 24'-0112" AF,F. h ° D.B.E. 2 x F.R.T WOOD BLOCKING d . 60 MIL. FULLY ADHERED Q ROOFING MEMBRANE a 1111011 OVER 7/16" COVER BOARD ° 7-1/4"TILT-UP CONCRETE 13 C ON RIGID INSULATION a 7-1/4" TILT -UP CON( WALL W/ DIRECT APPLIED (R-20 MIN) WALL W! DIRECT Al ° ° EFS EFS a —� 2 a - A 0 4 I( LOGO PLAQUE BEYOND i I �4 i ° d a ROOF FRAMING PER STRUCTURAL I ° a I ! ° I i d a , °. ° a 6" x 6" DOWN S REFER PLANS, 11 ° ° FINISH SCHED 4 9 A 7.3 SIM. a d ° ROOF FRAMING PER TYP. REVEAL - USE STRUCTURAL IN CONC. FORMW( ° TYP. REVEAL - USE 2X2 ° IN CONC. FORMWORK '4 ° ° ° � a. Q 4 .. Q a a .4 d °° . - N a 5/8" GYP. BD. OVER 1" Z FURRING a . ° CHANNELS @ 24" O.C. W/ RIGID INSUL (R-5 MIN.) ° ° a Q a . ° a . 5/8" GYP. BD. OVER 1" Z FURRING ° a CHANNELS @ 24" O.C. W/ RIGID ° INSUL. (R-5 MIN.) 4 0 0 d - a a a - °4 d a , .4 ° ° d 4 ° d ° 0? 4 Cr) . ° - . . ° 8" CONT. EFS W! INSUL., 8" CONT. EFS WI ° TYP - EQ. TO ST-3 TYP - EQ, TO ST 13 B ° i ° ° 4 i . MASONRY VENEI MASONRY VENEER IN SIMULATED i ° STONE PATTERN STONE PATTERN - ATTACH TO LATH & SHEATHING Alc 1/2" CONT. EXP. JNT., TYP. & SHEATHING i $ i MANUFACTUREF RECOMMENDATI 4.00 5" CONC. SLAB ON 6 MIL. THIC' 1/2" CONT. EXP. JNT., TYP. 1/2" EXPANSION JOINT. POLYTHETHYLENE VAPOR o � 5" CONC. SLAB ON 6 MIL. THICK 13 D � SPLASH BLOCK, BARRIER- SEESTRUCTURAL HIGHT TRAFFIC SEALANT TO POLYTHETHYLENE VAPOR ENGINEER D MATCH SIMULATED STONE BARRIER- SEE STRUCT. 4 SUBGRADE BY SITE 13 p a ° MORTAR COLOR ° 10 CONTRACTOR CONC. SIDEWALK SEE 13 ENGINEERED ° a HARDSCAPE DWGS. D SUBGRADE BY SITE A7.2 CONTRACTOR 0'-0" FIN. FLR. ° 4 4 ° .. ° - d 4 d a \/ \/ d d d / / 4 /�. ACTED SOIL COMPACTED SOIL \ \ COMP CONT, CONC. FOOTING. \ / /\ 13 p / / / / NOTE: CONT. CONC. FOOTING. SEE STRUCTURAL DWGS. \/\ \ ALL CONTROL JOINTS RUNNING SEE STRUCTURAL DWGS.\ HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE 1 WALL SECTION @ FRONT WALL 2 WALL SECTION @ REAR WALL SCALE: 3/4"=1'-0" KA-0,3 SCALE: 314"=1'-0" I(A-5.3 27'-4" A.F.F. T.O. PARAPET 26'-5112" A.F.F. T.O. CONC. WALL 20'-8112" A.F.F. D.B.E. 0'4" FIN. FLR. � AA 1510 13 A-7.3 SIM 1 1,. 62 I V-6" i i i I 60 MIL. FULL ADHERED MEMBRANE UP OVER & 3" DOWN ° PARAPET 60 MIL. FULLY ADHERED ROOFING ° MEMBRANE OVER 7/16" COVER p BOARD ON RIGID INSULATION (R-20 MIN) ° 7 7-1/4" TILT -UP CONCRETE ° WALL W/ DIRECT APPLIED 13 C A 7.2 EFS o 2X F.R.T. WD. BLOCKING, AS REQ'D. ° o. o 0 o ° op ° ROOF FRAMING PER TYP. REVEAL -USE 2X2 STRUCTURAL ° IN CONC. FORMWORK .o ° p 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID INSUL. (R-5 MIN.) c .p 'FROMMELT' #495 FACTORY -FINISHED RAIN HOOD ° (OMIT AT COMPACTOR DOOR), COLOR EQ. TO ST-2 SELF-SUPPORTING 'FROMMELT' #TP-93893 MBR FOAM -FIT DOCK SEAL, ROLLING COIL DOOR ° °.p BLACK 40 OZ. 'HYPALON' WITH GUIDE STRIPS. OUNT WITH HOOD HEAD SEAL TO OVERLAP SIDES W1 ARMOR PLEATS I (OMIT AT COMPACTOR DOOR). o °.. CONT. CAULK I CHANNEL FRAME - (3) SIDES, SEE STRUCTURAL 10 KA-8.3 'FROMMELT' DOCK SEAL 27'4" A.F.F. h T.O. PARAPET "=IN O 26-5112" A.F.F. T.O. CONC. WALL 0 4 0 VARIES D.B.E. AA PHILLIPS mom P A R T N E R S H I P Architecture - Interior Design - Planning Pl,— 770.394.1616 770.394.1314 RF RE I L 9 E F G H C ' A ANCHOR g C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC, COORD. 0 07/ 26104 MISC. WE ITEMS 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 WORLD 2251 W.P. BALL BOULEVARD O o PROJECT THE MARKETPLACE AT SEIMINOLE TOWNE CENTER 'KELLEY' FX-EOD-7220 MECHANICAL DOCKLEVELER (OR SANFORD, FLORIDA EQUAL) - 20,000 LB. CAPACITY, 72 x 29 W/ 4X12X13 RUBBER BUMPERS, OPERATING HANDLE & SPRING- ASSISTED OPERATION. WELD CONTINUOUSLY TO DOCK CHANNEL. CLIENT CHANNEL FRAME BEYOND—­,,"6„ DOOR GUIDE BEYOND CONC. SLAB ON GRADE SEE STRUCTURAL U-0" FIN. FLR. I 4 ° a 4 i a . a a NORTH AMERICAN PROPERTIES AMERICAN PROPERTIES - ATLANTA 10 1080 HOLCOMB BRIDGE ROAD ill=1 I�-- It BUILDING 200, SUITE 150 � I I—III=1 I I I=1 I I— I a `9IElIIIFI lII== 4 6. __ �-8'3 ROSWELL, GA30075 t7-7— 10" DOCK CHANNEL EMBEDDED IN CONCRETE AND c /� ®�/ TEL (770} 645 6566 FAX (770) 643-9540 SECURED BY ANCHORING HOOKS R EV I S I 0 N# 3 S U ]� M/`�I i I PHILLIPS JOB NUMBER @ 10" O.C. - SEE STRUCTURAL DRAWINGS 0208616 ° . A. UPDATED T.O. CONC. WALL HT. ISSUE DATE o B. CLARIFIED GENERAL NOTE 05/14/04 C. CLARIFIED TRENCH DRAIN COVER & DRAWN BY/CHECKED BY ° OUTLET CO/DEB d 4 TRENCH DRAIN W/ GRATED COVER, SEE CIVIL DWGS. DRAWING TITLE 6" EXTERIOR CONC. SLAB- a ° 4 SLOPE WALL ° . e a h W'� L L SEE STRUCTURAL DRAWINGS Q 4-0"AF.F. °° 4 SECTION ST.O.CONC. 3 v B SEE STRUCTURAL DRAWINGS FOR FOOTINGS ° ° ° ° 4 SIDE OR BOTTOM OUTLET, SEE CIVIL DWGS. REVISION # 13 SUMMARY \� ° SHEET NUMBER 4 3 4 C A. REVISED CONC. FOOTING LOCATION B. REVISED CORAL STONE VENEER TO MASONRY VENEER IN SIMULATED KA=5m3 STONE PATTERN , 3 WALL SECTION LOADING DOCK C. REVISED STUCCO TO EFS KA-5.3 SCALE: 3l4"=1'-0" D. REVISED/ ADDED NOTE 9000 CENTRAL PARK WEST SUITE -ee O• f, 3 ENLARGED CORNER DETAIL KA 6,1 SCALE: 1"=1'-0" AB SCALE: 1 "=1'-0" a' I FACE OF CORAL STONE VENEER BELOW- SEE ELEVS. I d d. .71" . 5'-9" 3" a ° I CONTROL JOINT SEE SHEET A-7.1 FOR DETAILS a ° s 4 .. Q d a- aa 44 Q i a d d Q 5/8" GYP. BD ON 1" 2T FURRIN a a CHANNEL @ 2'-0" O.C. W/ I - RIGID INSULATION (R-11 MIN.) 4.7'4j' TILT -UP CONC. WALL PANEL W/THIN BRICK AS SHOWN - COORD. WIELEVATIONS CONTROL JOINT - d' SEE SHEET A-7.1 4 cnn nrrnn cl 1 ENLARGED CORNER DETAIL KA 6,1 SCALE: 1"=1'-0" B T Es 3 -03" 4 I I ALUM.STOREFRONT I I BACKER ROD WISEALANT I 21n I 13 A I � I 4" MIL. STUDS 16" O.0 WI —�— SHEATHING & 3/8" DIRECT a APPLIED EFS 6"X12" STEEL COL. Qa .I SEE STRUC. DWGS, dQ ° 8" STEEL COL. a . I ° SEE STRUC. DWGS. I TILT -UP CONC. WALL PANEL ( Q W/THIN BRICK AS SHOWN - ° Q I COORD. MELEVATIONS �I 518" GYP. BD ON 1" T FURRING d .a CHANNEL @ 2'-0" O.C. W/ 1" RIGID INSULATION (R-11 MIN,) Q 6" MTL. STUDS (a 16" O.C. W/ t 5/8" DENSGLASS GOLD SHEATHING & 318" DIRECT a I a APPLIED EFS ' d' d a Q ° d I MASONRY VENEER WITH SIMULATED STONE PATTERN 13 BELOW- SEE ELEVS. B la 1a. a .741 4'-0" 4 I Q a I ° Q 114" STUCCO 4° 4 _ A .- 2 ENLARGED PILASTER DETAIL KA 6.1 SCALE: 7" SIN C? 1/4" STU( 1500 REVISION # 3 SUMMARY A. CLARIFIED COLUMN GRID B. CLARIFIED TRENCH DRAIN REVISION # 13 SUMMARY A. OMIT TILT -UP PANELS W/ INLAY BRICK - ADD MTL. STUD FRAMING VV/ DEFS. B. MODIFIED MATERIAL PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 P 770.3941314 ftF f2E , K�. J " l PE[:D E F GHRCANCHOR B CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 26/ 04 MISC. WE ITEMS 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 nghts reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC - TENANT WORLD M 2251 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 CO/DEB DRAWING TITLE ENLARGED PLAN DETAILS SHEET NUMBER KAm6ml DOOR TYPES NOTE: 2-YEAR GUARANTEE ON ALL WOOD DOORS $„ No DESCRIPTION 9"x14" SIDE LITE AT DRS. #5, AND 6 1O WOMEN PAINT GRADE SOLID CORE WOOD FLUSH DOOR BY WEYERHOUSER, CAL -WOOD OR ALGOMA, BIRCH FACE WITH PM FRAME, PAINTED. 3/8" UNDERCUT. TWO YEAR GUARANTEE ON ALL WOOD DOORS. AA d �, \ n� F_ / q zo 2O MEN O JANITOR O BREAK ROOM GENERAL OFFICE O5 `ELIASON' #SCP-11, BEIGE 101 WITH MATCHING WINDOW TRIM, WITH 24" SCUFF PLATE TO MATCH, BOTH SIDES. OEXTERIOR O BREAK ROOM / GENERAL OFFICE O TELEPHONE/DATA Og COUNTING NOT USED O STOCKROOM 10 RECEIVING EXIT rl EXIT 13 NOT USED EN RA CE/ ST CORNELL, PREFINISHED INSULATED STEEL OVERHEAD DOOR WITH COUNTERBALANCE OR OPERATOR #422, AND #400301 INTERIOR SLIDE BOLTS EACH SIDE. 14'-0 1 /2" A STANLEY MAGIC -DOOR SERIES 3000 DURAGLIDE SLIDING DOOR W/ BUILT-IN SECURITY DOOR CONTACTS, OR PRE -APPROVED EQUAL. NOTE: PROVIDE 3M SOLAR FILM RE50NEARL AT ALL DOOR AND WINDOW GLAZING. STANLEY DOOR ARE SHOWN FOR DESIGN INTENT, APPROVED MANUFACTURER ARE STANLEY, BESAM, DOR-O-MATIC AND HORTON. DOOR VIEWER AT DR. #11 4,3 ' 6" A. F. F. SILL HEIGHT INSULATED HOLLOW METAL, INSULATED HOLLOW BONDERIZED METAL, BONDERIZED A 15 NOT USED 6 RE EIVI G 17 COMPACTOR 18 EXTERIOR EXIT n V V FINISH MATERIAL SCHEDULE DOOR SCHEDULE `n WALLS/ ELEVATION CEILING REMARKS FRAME m ¢ o- ®� ROOM o A B C D F = FINISH MATERIAL -� t� Q F W F W F W F L F HEIGHT �P = PAINT FINISH OPENING SIZE THICK MAT'L TYPE JAMB HEAD SILL MAT'L < NO. NAME '� °° P P Z P P o P z _PM 14 14 9/10 a 9/10 a 9/10 d 9/10 d 10 1 8'-0" 4 5 7 8 11 12 „ 3 -0 x 7 -0 1-3/4 " SC 30 A A$.1 30 A8.1 27 A8.1 4 1 WOMEN C 9/10 rn e C 9/10 m C d 9/10 m C d 9/10 m B d 10 1 g'-0" 4 5 C 8 11 12 „ 3-0x 7 -0 _ n 1 3/4 SC A 30 A8.1 30 A8.1 27 A8.1 PM 4 2 MEN 14 14 C rn C 10 m C d 7/10 m C d 4 m B 1 OPEN TO „ 2'-6" x 7 -0 1-3/4 SC A 30 A8.1 30 A8.1 27 A8.1 PM 2 3 ELECTRICAL 6 16 7/10 B/DIE c B B G _ 1 2 3 STRUCT. 6 17 9/10 e 9/10 d 9/10 d 9/10 e 10 J 12'-0" 2 3 8 PEG BOARD FROM 4'-0" TO 8'-0" „ 3 -0 x 7 -0 1-3/4 �, SC 30 A A8.1 30 A8.1 27 A8.1 PM 5 4 JANITOR B 10 m d B 10 B d 9/10 B d 9/10 m B e 11 30 30 26 PM 3 5 BREAK ROOM 12/14 17 C1DIE C C f C f - 8'-0" 4 5 6 9 11 SHEET VINYL WHEN 3 COMP SINK IS USED „ 3 -0 x 7 -0 1-3/4 SC A A8.1 A8.1 A8.1 10 d 10 d 10 la, 10 e 11 8'-0" 4 5 6 7 9 11 3'-On x 7 -0 1 -3/4" SC A 30 A8.1 30 A8.1 27 A8.1 PM 3 6 GENERAL OFFICE 12 16 C C/D/E C C - 16 B c d 7BO d 4/G7 _ g�_0�� 04(�)8 „ „ 3 -0 x 7 -0 1-3/4 " Sc A 30 A8.1 30 A8.1 PM 7 7 TELEPHONE/DATA 12 B/DIOE 12 16 10 d 10 d 10 d 10 e 10 8'-0" (4AC6� 3 -0 x 7 -0 ' " 1 -3/4" SC A 30 A8.1 30 A8.1 PM 1 8 COUNTING C C/D/E C C 10 C 2 - SEE 4 11 SEE SHEET A9.1 FOR ADDITIONAL INFORMATION 9 MARKETPLACE 6 _ - - B -DETAIL E16 10 b 10 a 4 4 1 OPEN TO 1 2 3 4 PAINT F#B>_1 SALES AREA. „ 6 0 x 8 0 __B SCP 11 29 A8.1 29 A8.1 pM 6 10 STOCK 6 A1DIE f A/D/E A/F F 41 ,LIKE STRUCT. 3 -0„ x 7 -0 - HM E 8 11 4 RECEIVING 6 15 F A F �PEN TRUCTO 1 2 3 4 I R 12 16 10 d _ 10 d 4 3'-0" x T-0" - HM E 8 1 / 13 NOT USED 23 24 P-1 , IN LU �TRUCT. 3 �4���PA�INTCLG '-0" 7'-8" - _ p 8. 14 SALES G B - CONDUIT & OTHER EXPOSED COMPONENTS G G 1s e - NOT USED " A8.3 A8.3 A8.3 3'-6" x 3'-6" - HM F 9 - CASH WRAP - 16 3'-0" x T-0" - HM E 8 - CHAIR WALL - 16 - - - - - SEE INTERIOR ELEVATIONS OF PAINT COLOR CALL OUT A SEE RUG DISPLAY & CHAIR DISPLAY FOR ADDITIONAL FINISH REQUIREMENTS. * SEE COLOR SCHEDULE FOR ADDITIONAL INFORMATION. INTERIOR ELEVATION KEY DOB SEE DETAILS WASIA AND 15/A9.1 FOR 4" HIGH BASE LOCATION AT MARKET PLACE. C HARDWARE GROUP SCHEDULE F-F-1 FINISH MATERIAL NUMBER ® PAINT FINISH (NO SUBSTITUTIONS ALLOWED. SUBMIT SHOP DRAWINGS AND SUBMITTALS TO COST PLUS CONSTRUCTION MANAGER FOR APPROVAL.) 1 EXPOSED STRUCTURE, UNPAINTED A. INTERIOR GYPSUM BOARD - FLAT NOTE: - ALL LOCKSETS TO BE BY BEST 6 PIN WITH 'NEWPORT' LEVERS UNLESS 2, EXPOSED STRUCTURE, PAINTED ACRYPLEX #970 SEALER -1.0 MIL SUPER LATEX FINISH MIL OTHERWISE NOTED. FINISH SHALL BE #626. 3. CONCRETE/CONCRETE BLOCK, EXPOSED B. B EGG INTERIOR GYPSUM BOARD - EGG SHELL - VERIFY KEYING REQUIREMENTS WITH COST PLUS, INC. PROVIDE 4. CONCRETE/CONCRETE BLOCK, PAINTED ACRYPLEX #970 SEALER -1.0 (v11L CONSTRUCTION CORES. 5. CONCRETE WITH HARDENER AND SEALER ALKYD FINISH -1.5 MIL - PROVIDE CLOSERS AND SMOKE GASKETS AT ALL RATED DOORS. 6, CONCRETE WITH SEALER, SEE REMARK 3 C. INTERIOR GYPSUM BOARD -SEMI-GLOSS GROUP 1 GROUP 2 BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 7, 1/2" THICK AC PLYWOOD W/ CLEAR COAT OVER GYP. BD. ACRYPLEX #970 SEALER -1.0 MIL ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL -1.5 MIL BUTTS CLOSER • 4x4 1-1/2 PAIR #TA 2731 McKINNEY: LCN: 'SUPER SMOOTHES' CLOSER LCN: 'SUPER SMOOTHEE' 8 9. PLASTIC LAMINATE TEXTURED FIBER-REINFORCED POLYESTER PANEL D. INTERIOR WOOD DOORS AND TRIM - SEMI -GLOSS LOCKSET BEST: (MORTISE) STOREROOM FUNCTION, #35H7EW14H 626 LOCKSET BEST: STOREROOM FUNCTION, #93K7D14C 626 10. GYPSUM BOARD (TYPE WR GYP. BD. AT TOILET ROOMS, JANITOR CLOSET FLO-COAT #985 UNDERCOAT -1.0 MIL ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL -1.5 MIL STOP GLYNN JOHNSON: DOME TYPE STOP : GLYNN JOHNSONDOME TYPE AND SINK ALCOVESEE REMARKS} , E. INTERIOR PRE -PRIMED METAL - SEMI -GLOSS KICKPLATE STAINLESS STEEL, BOTH SIDES KICKPLATE STAINLESS STEEL, BOTH SIDES 11 ACOUSTICAL TILE IN SUSPENDED'T'-BAR GRID FLO-COAT #985 UNDERCOAT -1.0 MIL PEEPHOLE PEEPHOLE AT DOOR #7 ONLY SIGNAGE MILLS: 2"x8"'ALMOND/CLEAR' WALL FRAME, W/ 1-1/2" HIGH 12 VINYL COMPOSITION TILE. SEE REMARK 12 FOR PRODUCT SPECIFICATION. ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL -1.5 MIL OPTIMA TEXT STATING "JANITOR'S CLOSET" 13. "CATHEDRAL" WALK -OFF MAT (COLOR: CHARCOAL) W/ ALUM. WRAP FRAME F, INTERIOR CONCRTE OR CONCRETE BLOCK - FLAT BY MATWORKS. PVA #521 BLOCK FILLER- 5.0 MIL GROUP 3 14. SHEET VINYL WITH 6" INTEGRAL COVE ACRYPLEX #970 VINYL WALL SEALER -1.0 MIL BUTTS McKINNEY: 44, 1-1/2 PAIR, #TA 2731 GROUP 4 15. 1 x1 2 WOOD BASE G. SUPER LATEX #550 FINISH -1.5 MIL INTERIOR CONCRTE OR CONCRETE BLOCK - EGG -SHELL LOCKSET BEST: CLASSROOM FUNCTION LCN: 'SUPER SMOOTHEE' BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 16. 4" HIGH VINYL BASE PVA #521 BLOCK FILLER- 5.0 MIL CLOSER GLYNN JOHNSON: DOME TYPE LOCKSET BEST: PRIVACY FUNCTION, #93KOL14C 626 17. 6" HIGH VINYL BASE ACRYPLEX #970 VINYL WALL SEALER -1.0 MIL STOP KICKPLATE STAINLESS STEEL, BOTH SIDES CLOSER LCN: 'SUPER SMOOTHEE' 18. 1/4" THICK PEGBOARD OVER GYPSUM BOARD ACRYPLEX #1650 ALKYD FINISH -1.5 MIL SIDELITE PROVIDE AT DOOR #5 AND #6 STOP GLYNN JOHNSON: DOME TYPES H. INTERIOR TRANSPARENT STAIN - SATIN KICKPLATE STAINLESS STEEL, BOTH SIDES #1286 WATERBORNE STAIN #2164 EZ SAND QD SEALER SATIN KELTHANE #22 POLYURETHANE VARNISH GROUP 6 J. INTERIOR UNPRIMED METAL - GLOSS GROUP 5 BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 ELIASON #SCP11 SWING DOORS. BEIGE COLOR WITH MATCHING WINDOW KEL-GUARD #1772 G.I. PRIMER CLOSER LCN: 'SUPER SMOOTHES' TRIM (BOTH SIDES) WITH 24" SCUFF PLATE ON BOTH SIDES KEL-GUARD #1780 ACRYLIC ENAMEL - 1.5 MIL LOCKSET BEST: PASSAGE FUNCTION, #93KON14C 626 STOP GLYNN JOHNSON: DOME TYPE GROUP 8 KICKPLATE STAINLESS STEEL, BOTH SIDES BUTTS McKINNEY:4x4, 1-1/2 PAIR, #TA 2731 SIGNAGE MILLS: 2"x8"'ALMOND/CLEAR' WALL FRAME, W/ 1-1/2" HIGH - LOCKSET DETEX: #V40xEB PANIC ALARM WITH BEST #IE74 6-PIN OPTIMA TEXT STATING "EMPLOYEES ONLY" CYLINDER NOTES REMARKS DOOR BELL ONLY AT DOOR #11 THRESHOLD PEMKO #270 1� ONE COAT SEALER AND ONE COAT PAINT AT CONCRETE/ GROUP 7 CLOSER LCN: 'SUPER SMOOTHES' O EVERY WALL STUD AND GYPSUM BOARD FINISH ON BOTH SIDES SHALL CMU WALL. BUTTS LOCKSET McKINNEY: 4x4, 3 PAIR, #TA 2731 BEST: (MORTISE) STOREROOM FUNCTION, WEATHERSTRIPPING 180" VIEWER PEEPHOLE AT DOOR #11 ONLY EXTEND TO THE UNDERSIDE OF THE ROOF OR FLOOR ABOVE. GYP. BD. TO "X". O ALL EXPOSED CONCRETE FLOOR TO BE FREE AND CLEAN OF ALL DIRT AND #35H7EW14H 626 BE 5/8" TYPE STAINS, SUCH AS TIRE MARKS, GREASE, OIL, ETC. STOP GLYNN JOHNSON: DOME TYPE O EVERY WALL STUD AND GYPSUM BOARD FINISH ON ONE SIDE ONLY SHALL EVE SIGNAGE MILLS: 2"x8"'ALMOND/CLEAR' WALL FRAME, W/ 1-1/2" HIGH "EMPLOYEES GROUP 9 McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 EXTEND TO THE UNDERSIDE OF THE ROOF OR FLOOR ABOVE. WALL FINISH O SEALER: TWO COAT O.P. SYSTEM. FIRST COAT, AMERICAN INDUSTRIAL OPTIMA TEXT STATING ONLY" AT DOOR #6 BUTTS ON THE OTHER SIDE SHALL EXTEND ONLY TO THE FINISH CEILING. TERRA PRIME ON TO THE PREPARED SURFACE AT A RATE OF 100 SF PER DEAD LATCH GALLON SECOND COAT AMERICAN INDUSTRIAL TERRASEAL O.P. AT A RATE MATERIAL CANVAS FIBER -REINFORCED POLYESTER PANEL MANUFACTURER GLEN RAVEN MILLS, INC. MARLITE COLOR SCHEDULE COLOR #8600'VICTORIAGREEN' #P100'TEXTURED' CED CN-1 FRP-1 #B-114'BUFF' B48W60'BUFF' ICI # 735 - CURRIER CREME P-1 PAINT: EGG SHELL FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI #B-114'BUFF' 630W401 'BUFF' ICI # 735 - CURRIER CREME P-2 PAINT: SEMI -GLOSS FINISH PAINT: FLAT FINISH PAINT: SEMI -GLOSS FINISH FULLER 0-BRIEN SHERWIN WILLIAMS ICI #B-65'GRAND CANYON' B20W203'GRAND CANYON' ICI # 209 - CLAY POT FULLER 0-BRIEN FULLER 0-BRIEN SHERWIN WILLIAMS ICI P-3 SHERWIN WILLIAMS ICI #B-65'GRAND CANYON' B20W203'GRAND CANYON' ICI # 209 - CLAY POT P-4 #E-1 17'ULTRA GREEN' Y38A102'BILLIARD GREEN' ICI 1102 - FOREST SHADE P-5 PAINT: SEMI -GLOSS FINISH PAINT: EGG SHELL FINISH PAINT: EGG SHELL FINISH PLASTIC LAMINATE REDUCER STRIP SHEET VINYL FLOORING VINYL BASE VINYL COMPOSITION TILE FULLER 0-BRIEN SHERWIN WILLIAMS ICI MP# 10GG 10/20$ FULLER O-BRIEN SHERWIN WILLIAMS ICI P-6 WHITE #4144-60 GREEN GLACE #RRS-28-C 'MEDIUM GRAY' ARMSTRONG CLASSIC CORLON OYSTER #86526 LIGHT GRAY COMMERCIAL #51928'PEBBLE TAN' - WILSONART JOHNSONITE ARMSTRONG ARMSTRONG ARMSTRONG'IMPERIAL' P-7 PL-1 RS-1 V-1 VB-1 VCT-1 OF 175 SF PER GALLON. MATERIAL CAN BE PURCHASED FROM PROCESS O EVERY WALL STUD SHALL EXTEND TO THE UNDERSIDE OF THE ROOF OR TECHNOLOGY AND CONTROLS, VERIFY SPECIFICATIONS WI DALE BALLARD FLOOR ABOVE. WALL FINISH ON BOTH SIDES SHALL EXTEND ONLY TO THE (248) 755-8025. FINISH CEILING. O 5/8" GYP. BD. OVER 3-5/8", 25 GA. METAL STUDS AT 16" O.C. WALLS OVER WALL STUDS AND WALL FINISH SHALL EXTEND ONLY TO THE FINISH CEILING, 16'-0" HIGH SHALL BE 6", 20 GA. (MIN.) METAL STUDS AT 16" O.C. PROVIDE 1-1/2" CR CHANNEL BRIDGING PER MFR'S RECOMMENDATIONS. TYPE'WR' OR AS DETAILED. WATER RESISITANT GYP. BD. AT TOILET ROOMS. TYPE 'X' GYP. BD. WHERE O GYPSUM BOARD FINISH OVER 1-1/2" METAL FURRING STRIPS AND 1-1/2" INDICATED PER PLANS AND DETAILS. URETHANE INSULATION AT CONCRETE/CONCRETE BLOCK WALL. GYP. BD. SHALL EXTEND ONLY TO THE FINISH CEILING. �5 PROVIDE BLOCKING AND BACKING FOR ALL FIXTURES. GENERAL CONTRACTOR TO COORDINATE WITH FIXTURE INSTALLER. PROVIDE MIN. (3) NOTES O SEE INTERIOR ELEVATIONS, FLOOR AND CEILING PLANS FOR EXTENT OF ROWS 1x4 BLOCKING, CONTINUOUS AT FIXTURE MFR'S SPACING FABRIC STYLE: SUNBRELLA FIRESIST FINISH MATERIAL. REQUIREMENTS, SEE INTERIOR ELEVATIONS FOR SALES. O 5/8" GYPSUM BOARD, TAPED - ONLY AT EXIT CORRIDOR. O MDF CABINETS AND COUNTERS WITH PLASTIC LAMINATE FINISH. SEE SHEET (3) COATS PAINT REQUIRED. A3.1 FOR ADDITIONAL NOTES. EXTRA MATERIAL REQ'D: (1) GALLON OF EACH O TYPE AND COLOR PAINT. APPLY FINISH ON GYPSUM BOARD BACKING. O SOUND BATT INSULATION: OWENS-CORNING'SOUND ATTENTUATION BATTS, PAINT MANUFACTURERS OTHER THAN THOSE O GYPSUM BOARD CEILING ON METAL FRAMING. OR APPROVED EQUAL. SEE ENLARGED PLAN FOR LOCATION. SPECIFIED MAY BE SUBITTED FOR APPROVAL. PROVIDE BRUSH OUT TO BE SUBMITTED TO O CPWM CM FOR APPROVAL. GYPSUM BOARD TO RECEIVE HEAVY TEXTURE FINISH. O FIBER -REINFORCED PANELS: FULL -HEIGHT AT BOTH TOILET ROOMS, OALL WALL OR CEILING FINISHES LESS THAN 1/4" THICK SHALL BE APPLIED WAINSCOT TO 4'-0"A.F.F. AT JANITOR'S ROOM, AND FULL -HEIGHT AT SCULLERY SINK ALCOVE, SEAL OR PAINT WALL BENEATH PANEL AND APPLY DIRECTLY AGAINST AN INCOMBUSTIBLE BACKING UNLESS IT IS IN ACCORDANCE WITH A TESTED ASSEMBLY, PER UBC. SECTION 803 AND 804. MANUFACTURER'S (MFR'S) ADHESIVE. PROVIDE ESCUTCHEONS AND MFR'S STANDARD TRIM PIECES. SCRIBE PENETRATIONS. O SHERWIN WILLIAMS PAINT MIX: ACOUSTICAL TILE CEILING: USG 5/8" THICK 24"x48" TILE, RADAR #2310. GRID: -BUFF (CEILING) B48W60: REVISION # 3 SUMMARY 9 O USG'DONN' #DX24. R2- 2+1/64, Y3-18/32, P1-1. A. CLARIFIED NOTE 12xl2 TILE. EXTRA MATERIAL REQ'D: (3) -BUFF (WALL) 1330W401: R2-3/321/64 1/128, Y3-35/32, P1-2/32 1/164. 10 SALES FLOOR COLUMNS: PAINT SEMI -GLOSS WITH 4" VINYL COVE BASE. BOXES OF TILE -BILLIARD GREEN Y38A102: 61-42/32, G1-8y, Y1-12/32, W1-10/32. REVISION # 16 SUMMARY 11 CONTRACTOR TO STRIP AND WAX VCT AND SHEET VINYL FLOOR TILE. -GRAND CANYON B20W203: A. ADDED INTERIOR UP FIT INFORMATION B1-9, R2-2y31, Y1-8y32. B. OMITTED VESTIBULE INFORMATION 12 ARMSTRONG CLASSIC CORLON OYSTER. CONTACT BILL SCHRANKO 1-800-356-9301 X8972A 16 PHILLIPS P A R T N E R S H I P Architecture It Interior Design - Planning Phone 770.394.1616 F 770.394.1314 RF RE jK I ANCHOR B i e C D E F G H RC A B I \ CONSULTANT L EVISIONS DATE DESCRIPTION s 05/ 28/ 04 ARCH/ STRUC. COORD. 08/02/ 04 INTERIOR UPFIT 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 G0S PLUS WORLD MARKERT 2251 W.P. BALL BOULEVARD PRO) ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT I NORTH AMERICAN PROP£RTl£S 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 I0208616 ISSUE DATE 0 5/14104 DRAWN BY/CHECKED BY CO/DEB DRAW T L DOOR, FINISH, & COLOR SCHEDULES 16 ISHEET NUMBER 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 PROVIDED BEHIND 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.I. 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.S.I. 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. WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B WALL COMPONENT AND CLADDING PRESSURE - 20.4 / 22.6 END ZONE ROOF COMPONENT AND CLADDING PRESSURE --19.9/-28.1 EDGE STRIP (12'-0") 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 FOR (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_ 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: COMPRESSIVE STRENGTH AS FOLLOWS: RECTANGULAR/SQUARE HSS SHAPES (ASTM A500 Gr_ B) 46 K.S.I. YIELD FOOTINGS: 3000 P.S.I SLAB ON GRADE: 3000 P.S.I ROUND HSS SHAPES (ASTM A500 Gr. B) 42 K_S.I. YIELD FDN, WALLS: 3000 P.S.I STEEL PIPES (ASTM A53 Gr. B) 35 K_S.I. YIELD U.N_O.: 3000 P.SJ W SHAPES (ASTM A992) 50 K.S.I. YIELD 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 IN ALL CONCRETE EXCEPT INTERIOR SLABS ON GRADE. (3% MAX.) 2. ALL STRUCTURAL FASTENERS SHALL BE PROVIDED AS FOLLOWS: BOLTED CONNECTIONS IN STEEL FRAMEWORK U.N.O. (ASTM A325-N) CARBON AND ALLOY NUTS (ASTM A563) 3. C.J. ON PLANS INDICATES CONSTRUCTION JOINTS OR CONTROL JOINTS. IF NOT HARDENED STEEL WASHERS (ASTM F-436) SHOWN OTHERWISE; MAINTAIN A MAXIMUM AREA BOUNDED BY SLAB CONTROL JOINTS COMPRESSABLE-WASHER-TYPE DIRECT TENSION INDICATORS (ASTM F-959) OF 400 SQUARE FEET (i.e. 20' x, 20') THE MAXIMUM SIDE RATIO OF WHICH THREADED RODS (ASTM A36) SHALL BE 1.5:1, AND JOINTS AT ALL REENTRANT SLAB CORNERS. 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 THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (i.e_ 12" SQUARE BASE 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"0 OR 4" SQ. COLUMN). ALL BASE PLATES SHALL BE ANCHORED TO UNLESS OTHERWISE NOTED IN THE DRAWINGS. FOOTING BELOW WITH 4 - 3/4"0 x 1'-1" HEADED ANCHOR RODS (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. A. 3" CLEAR WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH_ BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. 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 AGAINST FORMS FOR BARS #6 OR LARGER. DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28. ROOF DECK C. 1 1/2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR PLATES IN ACCORDANCE WITH VULCRAFT WELD PATTERN STATED ON FRAMING AGAINST FORMS FOR BARS #5 OR SMALLER. PLAN (5/8" DIA. WELDS ® SUPPORTS AND PERIMETER & #10 TEKS D. 3/4" CLEAR FOR SLABS AND WALLS FORMED ABOVE GRADE AND NOT SCREWS @ SIDELAPS). DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM. WELDS AT PERIMETER ARE NOT TO EXCEED THE LESSER OF THE VULCRAFT ATTACHMENT EXPOSED TO WEATHER. PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6". E. 1-1/2" CLEAR FOR BEAMS AND COLUMNS FORMED ABOVE GRADE AND NOT EXPOSED TO WEATHER. 5_ CONTRACTOR SHALL PROVIDE CONTINUOUS L 3x3x1 4" AS TYPICAL ROOF DECK 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 ON PLANS, DETAILS OR SECTIONS, 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 OF OPENING AND TWO (2) - #5 x 5'-0" DIAGONALLY AT EACH CORNER. CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY CON-SERV INC. EAST HANOVER, NEW JERSEY -.-PHONE (201)884-1430. 7. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 P.S.F. ALL FOOTING EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL 7. B.T.J. ON ROOF FRAMING PLAN INDICATES BOLTED TIE JOIST AS DEFINED BY ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. CONTRACTOR SHALL EXERCISE O.S.H.A. AND S.J.L. BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS CAUTION TO INSURE THAT ALL RECOMMENDATIONS OF THE CIVIL AND SOILS WHERE JOISTS) BEAR ON JOIST GIRDER AT (OR NEAREST) COLUMN(S). ENGINEERS ARE FOLLOWED CLOSELY. FOR DETAILS OF FILL AND COMPACTION (O.S.H_A. Sec. 1910.12 Construction Standards Sec_ 1518.751) 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 C618-84 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 LOSS ON IGNITION OF FLY ASH MUST BE 3% OR LESS. FLY ASH MAY BE SUB- 10. UNLESS NOTED OTHERWISE IN THE DRAWINGS, ALL FILLET WELDS SHALL BE 3 16". STITUTEDELECTRODES- ON A 1:1 RATIO BY WEIGHT AND ONLY UP TO A 20% REDUCTION IN THE THE ORIGINAL CEMENT CONTENT, CONCRETE PROPORTIONS SHALL BE SELECTED ON THE BASIS OF TRIAL MIXES CONFORMING TO A_C_I_ 21 1.1 _ 11. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL 10_ SEE ARCHITECTURAL DRAWINGS/SPECIFICATIONS FOR CONCRETE FLOOR FINISH REQUIREMENTS. CONSTRUCTION_ UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, CONNECTIONS SHALL DEVELOP AT LEAST 70% 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 ACI 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 AT 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 `MELDED 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. DEFINITIONS: SYMBOLS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED - INDICATES ELEVATION, FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. 1 - INDICATES COLUMN LINE. B.T.J. - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. - INDICATES FILLED CELL DESIGNATION- C.J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION. COL - INDICATES COLUMN CENTERLINE. D-B.E. - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED - INDICATES MOMENT CONNECTION. FLOOR ELEVATION. ELEV. - INDICATES ELEVATION. INDICATES FOUNDATION DESIGNATION. E.O.R. - INDICATED ENGINEER OF RECORD. E.Q. - INDICATES EQUAL_ F.D. - INDICATES FLOOR DRAIN. j - INDICATES SECTION MARK. F.F.E. - INDICATES FINISHED FLOOR ELEVATION. S 1 F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. - INDICATES REVISION MARK_ Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. CD 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. R - INDICATES STEEL PLATE. R.T_U. - INDICATES ROOF TOP UNIT. L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF T_O.F. - INDICATED TOP OF FOOTING ELEVATION BELOW REFERENCED ROOF -TOP UNIT, USE L 3x3x1/4" IF WEIGHT OF UNIT IS LESS FINISHED FLOOR ELEVATION. 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 ^' ""' r^^ ^` ^'"' r^..­ 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. 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. TILT -UP NOTES: 1- MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 P.S.I. U.N.O. 2_ AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. MASONRY NOTES: 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 1. UNLESS SHOWN OTHERWISE ON PLAN, AT EACH SIDE OF MASONRY OPENINGS IN C.M.U. 3/4" TO THE EXTERIOR OF THE BUILDING. WALLS PROVIDE 1-FILLED CELL W/ 1-#5 BAR VERTICAL. PROVIDE DOWEL INTO FOOTING AND LINTEL OVER OPENING- PROVIDE 2'-0" OF BEARING (EACH END) FOR MASONRY 5_ ALL "WET SET" EMBEDS ARE TO HAVE (1) 1/4" DIAMETER HOLE SHOP DRILLED LINTELS OVER MASONRY OPENINGS. EVERY 6" o.c. TO PREVENT AIR VOIDS FROM FORMING. 6_ ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. 2. REINFORCED MASONRY GROUT (R.M.G.) FOR FILLING CELLS IN C.M.U. WALLS SHALL CONFORM TO: "STANDARD SPECS. FOR MORTAR AND GROUT REINFORCED 7_ PROVIDE 1/2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. MASONRY", A.S.T_M_ C-476, WITH A SLUMP OF BETWEEN 9" AND 11", AND 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O. PLACED NOT MORE THAN 2-1/2 HOURS AFTER 'HATER HAS FIRST BEEN ADDED (ONE PART CEMENT TO 2-1/2 PARTS FINE AGGREGATE BY VOLUME, DEVELOPING 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, 2000 P.S.I. AT 28 DAYS)_ PLACE IN 4'-0" LIFTS, MAXIMUM_ ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE CONTRACTOR FOR THE ENGINEERS REVIEW. 3. TYPE "S" MORTAR SHALL BE USED FOR ALL C_M_U_ WALLS- 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M.U. WALLS FOR ALL EMBEDDED ITEMS_ WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN. 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION. 5. FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE 12_ CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH IN ANY GIVEN WALL SEGMENT_ BEFORE CONSTRUCTION LOADS ARE APPLIED. PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS OR CAST -IN -PLACE STUD ANCHORS. 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. 6. ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO 14_ REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP_ THESE DOWELS SHALL BE SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS- IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL HAVE A 1'-6" BEND INTO EITHER FOOTING OR BOND BEAM. 15. PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF DECK ARE IN PLACE. 7. CONTRACTOR SHALL PROVIDE STANDARD GAUGE "DUR-O-WAL" (JOINT REINFORCE- 16. FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED. ADDITIONAL MENT) AT 16" O.C. IN ALL C.M.U. WALLS UNLESS SPECIFICALLY NOTED OTHER- WISE ON THE STRUCTURAL DRAWINGS- "DUR-O-WAL" SHALL BE PROVIDED IN A FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. PROFESSIONAL ENGINEER. IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS- CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (1- C.M_U, WYTHE ONLY) PROVIDE "TRUSS - TYPE" HORIZONTAL REINFORCING. IN THE CASE OF COMPOSITE WALLS (C-M.U. + BRICK VENEER) PROVIDE ADJUSTABLE ASEMBLIES. 3/16" 1- 8. REINFORCING BARS FOR VERTICAL F D C SHALL BE LAPPED AS FOLLOWS: 3/16" i" 1/4" BAR SIZE LENGTH OF LAP 5 2'-6" 6 3'-0" 7 3'-6" 9. BARS SHALL BE A.S.T.M. A-615, G CEPT TIES AND STIRRUPS, WHICH L6x4x3/8" S.L_V_ MAY BE GRADE 40. x 6" LONG SEE FRAMING PLAN 10. BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX - FOR JOIST SIZE---ITEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING- 11. A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) OF 1500 P.S.I. IS REQUIRED 2 FOR ALL REINFORCED MASONRY CONSTRUCTION. � KS-1.0 12. ALL ANCHORS BUILT INTO MASONRY SHALL BE GALVANIZED. DECK S AT IUCT IS KCS JOIST SEE ROOF PLAN TYPICAL RTU SUPPORT FRAME SCALE: NONE 2 SECTION t:1- O SCALE: NONE rl1VVLL 1 I\r•11VIL ('3'� SECTION KS-1.0 SCALE: NONE 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 "11" 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_0. 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, Vc, 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: - f'c = 4000 p.s.i., MULTIPLY LAP LENGTH BY .86. - f'c = 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_i_). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k-s-i.). t- w fY I- Gi > �zz LAP LENGTH bi aQ PER SCHEDULE Q w ww �- FREE EDGE rr 0 TRANSVERSE d REINFORCEMENT CLEAR IJ SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) �I 1 STAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 29" #5 28" 36" #6 33" 43" #7 48" 63" #8 55" 72" #9 62" 811, #10 70" 91" #11 78" 101" SCHEDULE II BAR SIZE CLASS A CLASS B #3 22" 28" #4 29" 37„ #5 136" 47" #5 43" 55" #7 63" 81" #8 72" 93" #9 81" 105" #10 91" 118" #11 101" 131" SCHEDULE III BAR SIZE SPLICE LENGTH #3 12" #4 15" #5 19" #5 23" #7 27" #8 30" #9 34" #10 38" # 11 42" L2X2X 1 /4" FROM LOAD POINT TO TOP CHORD PANEL POINT qOT AT BOTTOM '01 NT CONCENTRATED LOAD ON JOIST DETAIL SCALE: NONE COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT 4'-6" x 7'-0" 1'-0" 8-#5 BARS X 4'-0" TOP&BOTT 6-#5 BARS X 6'-6" TOP&BOTT 4'-6" x 9'-0" 1'-13" 10-#5 6-#5 BARS X BARS X 4'-0" TOP&BOTT 8'-6" TOP&BOTT 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E.W. 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. ZL 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. 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E.W. 6'-6" SQUARE 1'-4" 8-#5 BARS X 6'-0" E.W. 7'-0" SQUARE 1'-5" 6-#6 BARS X 6'-6" E.W. Q 3'-0" x 5'-0" 1'-0" 4-#4 BARS X 4'-6" 5-#5 BARS X 2'-6" REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 CHORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. CHORD. 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 2251 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE GENERAL NOTES . FOOTING SCHEDULE RTU DETAILS SHEET NUMBER KS=1 nO •' 1 S:/2004-120.30 10'-6" I 0 C14 0 L0 I O I Lo 0 I in 17'-4" FOUNDATION PLAN SCALE: 1/8" = 1 '-On n (a) INDICATES STEP IN CONTINUOUS FOOTING (a) = TOP OF FOOTING @ LOW SIDE (b) (b) = TOP OF FOOTING @ HIGH SIDE NOTES: ECC BASE R - INDICATES BASE PLATE TO BE ECCENTRIC WHEN FACE COLUMN IS WITHIN 7" OF FACE OF TILT -UP PANEL C.J. - INDICATES CONTROL JOINT OR CONSTRUCTION JOINT. SEE SHEET KS-4.1 0 - INDICATES FOOTING SIZE. SEE SHEET KS-1.0 FOR FOOTING SIZE AND REINFORCEMENT. KP-24 KP-25 A NOTE TO CONTRACTOR CONTRACTOR TO THICKEN ERECTION 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. A 3'-03/ " 4 /3\ I 770.3941616 Fax 770.3941314 REVISIONS # DATE DESCRIPTION 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS 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 wozjm�"" Man 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEIMINOLE 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 DMF/RWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER I® S:/2004-120.30 t I _- ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" (xx'-xx") INDICATES DECK BEARING ELEVATION ABOVE FINISHED FLOOR REFERENCE ELEVATION +0'-0". JOIST BRIDGING IS NOT SHOWN FOR CLARITY. PROVIDE STANDARD BRIDGING FOR ALL JOISTS PER THE LATEST EDITION OF S.J.I. SPECIFICATIONS. JOIST MANUFR_ SHALL VERIFY/COORDINATE ROOF TOP UNIT (RTU) WEIGHTS AND LOCATIONS WITH MECHANICAL DWGS. UPSIZE SPECIAL JOISTS IF NECCESSARY_ RF RE 1 A ANCHOR UE� E F G H REVISIONS # DATE DESCRIPTION 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. Q 07/ 26/ 04 MISC. WE ITEMS 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 Philrips Partnership, PC. TENANT PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1* SANFORD, FLORIDA CLIENT NORTH AMERICAN PROKWIES 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 DAD/RWG DRAWING TITLE ROOF FRAMING PLAN 5:/2004-1 20.30 SHEET NUMBER K Ar- -M zi =;3 INDICATES COLUMN CErITI—f7 SEE FOUNDATION PLAN COLUMN SIZE AND ORII SLAB JOINT WN I SQUARE OR ROUND FION POCKET SLAB JOINT 7. E ROUND ISOLATION CKET WHEN JOINTS WILL NOT INTERSECT CORNERS. TYPICAL PLAN VIEW OF ISOLATION POCKET SCALE. NONE (3) #4 BARS CONT. THRU DOOR 71/4" TILT —UP PANEL BEYOND U ° d [} • o. �• d a 1 a 2 FTG. NOT SHOWN FOR CLARITY SECTION THRU OPENINGS FLOOR SLAB PER FOUNDATION PLAN KS-4.1 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. ~ ° a o ° a a PLACEMENT NOTES: 1 MAX. AREA BOUND BY JO TS = 400 SQ. FT. 2 MAX. SIDE RATIO 1.5:1 3 PROVIDE AT ALL E-ENTRAN CORNERS 10 TYPICAL CONTROL JOINT KS-4.1 SCALE: 3/4" = 1'-0" CL JOINT 2'-0" PANEL WIDTH + 1/2" I JAMB STEEL AT cv1 GIRDER BEARING TYPICAL (2) #5 CORNER BARS. ADD ADD'L (2) #6 BARS EACH SIDE OF OPENING 2" CL. TYP. TYPICAL — MAN DOOR. ADD (2#5 BARS x 4' —0 ' AT EACH CORNER, G.C. NOTE: VERTICAL PANEII REINFORCEMENT TO BE PLACE ON A 3 1/16 TALL CHAIR. (2) #5 BARS CONT. AROUND ALL SIDES OF PANEL HORIZONTAL PANEL REINFORCEMENT _ 1/2" JOINT PER PANEL ELEVATIONS VERTICAL PANEL REINFORCEMENT 2" CLR TYPICAL PER PANEL ELEVATIONS TYPICAL .a d �° d• d d d as EXTERIOR FACE OF PANEL 3/4" CHAMFER TYPICAL REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL PLAN VIEW OF TILT -UP JOINT K� SCALE: NONE PANEL JOINT zi TILT —UP PANEL 11 1/2 "H" PER PLAN 4' MAX TILT —UP PANEL PER PLAN T FOOTING ELEV. d a aa. ° - (SEE PLAN) 2'-0" T/ FOOTING ELEV. --3--» CLR_ � d� � .� (SEE PLAN) —I I II I I —I I II I (I Q a ' 1. f' -I I II I II I II I I -I I I -I I I II I l iii l I II SEE GEOTECH FOR SAME SIZE AND NO_ REQU SUB —GRADE PREPARATION AS TYPICAL FTC. REINFORC 6 1 TYPICAL FOOTING STEP DETAIL SCALE: NONE NEW POUR OLD POUR 2' —0" 21-0" TOOLED RADIUS EACH SIDE d d d n a a SEE PLAN FOR SLAB 1/20 SMOOTH BAR @ 12" O.C. THICKNESS COAT ONE SIDE OF BAR TO PREVENT BOND (11 TYPICAL CONSTRUCTION JOINT KS-4.1 SCALE: 3/4" = 1'-0" JOINT JOINT 2—#5's CONT. ALL SIDES TYP. _7E I " SEE TYP. REINF. SCHEDULE rEE DETAIL 2/KS-4.1 FOR LACEMENT. DOS 14 KS-4.1 4'-0" MAX_ EXTEND BAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. rli TYPICAL PANEL REINFORCEMENT KS-4.1 SCALE: NONE 22'-0" I I oA tom, l (2) #5 CORNER BARS - TYPICAL REINFORCEMENT SCHEDULE PANEL HEIGHTS F.F.E. TO D.B.E VERTICAL REINF. HORIZONTAL REINF. 22 FT #5s @ 14" #4s @ 14" 24 FT #5s @ 12" #4s @ 14" 26 FT j #6s @ 12" #4S @ 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. G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4» G.C. NOTE: TALL CHAIR (NO REVEALS) AND 1 1/2" VERTICAL PANED REINFORCEMENT TO BE TALL CHAIR @ 3/4" REVEALS PLACE ON A 3 TALL CHAIR. 1/16" VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS 2» CLR. I fr 4 3 , • .a a d e a a a r � d r #3 BARS @ 6" O.C. REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS = rn� EXTERIOR FACE 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 (3'� TYPICAL JAMB KS-4.1 SCALE: NONE SEE FOUNDATION PLAN FOR COLUMN SIZE ISOLATION POCKET SEE 1 /KS-4.1 THIS SHEET pLd Ln Ld �- I II I I I I I_ D D D o w _ � v C SEE FOOTING SCHEDULE FOR SIZE & REINF. ��7TYPICAL INTERIOR FOOTING SCALE: NONE JOINT PANEL WIDTH + 1/2" r'ilAIT At 1 C^1rN1'C` (............. ...........) � ADD ADD'L (2) o z 2" CL. TYP. #5 BARS EACH 2 w SIDE OF OPENING o @ - 3 O S-4. f) � O IY F- w O SEE I Q OR JAMBL REINFATIONS I o I FINISHED FLOOR > � r Cl- ELEVATION. Cif O CHAMFER ALL CORNERS OF OPENINGS- 13:TYPICAL PANEL REINFORCEMENT 3-4.1 i SCALE: NONE f� 6"ic 6-, (4)— /2"S HEADED SCALE: NONE 6" X 6" X 3/8" W/ 4— 1 /2" 0 X 3 1/2" LONG HEADED STUDS 1/2" JOINT Q \ d a'. Lk' :1 " CLR_ d a a' L 4 X 4 X 3/8" X 0'-5" 1 CONN. 2'-0" A.F_F.) 1 CONN. @ MID HEIGHT) ° 1 CONN. 1'-0" BELOW T/ WALL) U.N.O. ON PANEL ELEVATION a 1 d a as d ° a INTERIOR a EXTERIOR A' A. O° TYPICAL CORNER DETAIL SCALE: NONE 'A" JOINT EXTERIOR L4x4x%" x 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN. @ MID HEIGHT) 1 CONN_ 1'-0" BELOW T/WALL) U.N.O. ON. PANEL ELEVATION INTERIOR ()° /21,Ox/831/2/ LONG HEADED STUDS (PP3) i 1 " CLR. 7 7 v D J v (Y G o U v Q ° L4x4x3/8" x 0'-5" I (1 CONN. 2'-0" A_F.F.) (1 CONN. @ MID HEIGHT) ° 1 CONN. 1'-0" BELOW T/WALL) U_N.O. ON PANEL ELEVATION ° TYP. / a 1 4 , 3., a INTERIOR EXTERIOR 0 TYPICAL CORNER DETAIL SCALE: NONE G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 31, VERTICAL PANEL REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 11/2" PLACE ON A 3 1/is" TALL CHAIR. TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS 3 4" CLR. 3/4» CLR. M� d r 4 r d '4 =' Q a r � v a r I #3 BARS @ 6" O.C. REVEALS (WHERE OCCURS) U SEE ARCH FOR LOCATIONS = r7 CARRY HORIZ_ BAR THROUGH EXTERIOR FACE JAMB REINFORCING. 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 rl4 TYPICAL STRONG BAND KS-4.1 SCALE: NONE 2X4 BEVELED KEY NOTE: CONTINUOUS 24 GA. GALVANIZED PRE —SHAPED KEY MAY BE SUBSTITUTED z t� w o cn _�-n4� oS20, 2 4 #4 CONTINUOUS 15 TYPICAL KEY JOINT AT SLAB LEAVE OUT —4.11 SCALE: 3/4,. = 1'-0" 770.394.1616 F 770.394 i314 REVISIONS 9 DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. COORD. 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 I%wmT 2251 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION RL MAW SECTION SHEET NUMBER KS=4ml ■ SUITE 400r■ ATLANTA, GEORGIA 30328 FINISHED c PER CIVIL T/WALL = (+ 1 1 ' —0" MA ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o_c VERT, 1 SECTION AT WALL KS-4.2 SCALE: 3/4" = 1'-0" GROUT FILLED 12" U—BLOCK BOND BEAM WITH 4—#4 BARS CONTINUOUS _L SHALL NOT "RETAIN" RE THAN 8" OF DIRT �OVIDE #5 BARS I F. FLOOR ELEV_ (0'-0") REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. WE ITEMS f --- r 3 D0 C WALL This document is ©Phillips Partnership, rights and is 4 SECTION THRU wnsidered an Instrument of Service and is solely for use with respect to the project as indicated below_ All rights reserved. 6'-0" X1'-6" CONT. SPREAD This document may not be reproduced without the prior 4 BARS CONT. _ I — written consent of Phillips Partnership, PG. FTG WITH (6) # z KS-4.2 SCALE: 3/4" = 1'-0" AND #5 BARS X 5'-6"@ 12" O.C. TENANT a q q C/ a a - rI I SEE PANEL ELEVATIONS `t Q Q `q LLJ FOR TYPICAL REINFORCEMENT. WOMIRS Ilk nm r. 2251 W.P. BALL BOULEVARD 3 SECTION AT SCREEN WALL a ° 5'-0" POUR STRIP PROVIDE '/ " EXPANSION JOINT BETWEEN PROJECT KS-4.2 SCALE: 3/4" = 1'-0" FLOOR SLAB AND TILT —UP PANEL AMARKETPLACE POUR STRIP THE 5'-0" POUR STRIP PROVIDE '/ " EXPANSION JOINT BETWEEN a ADJA ENT AT SEMINOLE TOWNE CENTER FLOOR SLAB AND TILT —UP PANEL 4PETC #4 BARS @ 4'-0" NOSING — SEE TREADS — SEE INTO A J ° OORI ES SLAB- 2'-0" 2'-0" ARCH's. DWGS. ARCH's. DWGS. -J w FLOOR SLAB PER is Q 1'-10" MIN. FOUNDATION PLAN SANFORD, FLORIDA Q_ LAP SPLICE IQY lL �= x ° CLIENT L W.W.F. 6x6 — W4.OxW4.0 ° _ 2'-0" 2'-0" 6"c� BEND DOWN TO FOLLOW Q � CONTOUR OF STAIRS01 . FLOOR SLAB PER o PETCO ELEV. � r FOUNDATION PLAN = w 4 a o a #3 BAR @ EA, QCL ° .. T" NOSING —TYPICAL i=- #4 BARS x 4'-0" @ 24" O.C. F. FLOOR ELEV_ ° a o a ° NORTH AMERICAN PROPERTIES #4 BARS x 5'-0" LONG3. w (0'-0„) ° o Ua in.. @ 1'-0" O.C_._ BEND @ w O ° ° Y . ° NORTHAMERICANPROPERTIES- ATLANTA `�.. - a MIDDLE INTO BOTH PLANES. ° ��., , , I ^x � � 1080 HOLCOMB BRIDGE ROAD ° o (OE O a ' _ # 4 BARS x 4 —0 @ 24" O.C_ O BUILDINGLL, SUITE 150 w O ROSWELL, A 30 T. FOOTING ELEV. • TEL (770) 645 6566 FAX (770) 643-9540 #5 DOWELS 0� a (SEE FDN_ PLAN) 4 ' TILT—UPNMENT SUBCONTR CTORY PHILLIPS JOB NUMBER 0208616 a ° #4 BARS x 3r —8n LONG o Q @ 1'-0" O.C._. BEND AS I ° ISSUE DATE _ 04/14/04 SHOWN. ° ° 3— #4 CONT_ BARS DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE 2 — #4 BARS °. o z — � CONTINUOUS i. , 3 CLR. TYP. #4 BARS x 1 —6', @ 48" O.C. 2'-0" FOUNDATION TYP. SECTION 1,—On SHEET NUMBER 6 SECTION AT COMMON WALL `IlQKS-4.2 SCALE: 3/4" = 1'-0" KS=4n2 5 � SECTION AT STAIRS -4.2 SCALE: 3/4" = 1'-0" S:/2004-120.30 0 I 0 z -I :2 Q I 3" CL_ U_N.0 h T/WALL = (+ 1 1 '-0" MA ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o_c VERT. 0 GROUT FILLED 12" U—BLOCK BOND BEAM WITH 4—#4 BARS CONTINUOUS _L SHALL NOT "RETAIN" RE THAN 8" OF DIRT ROVIDE #5 BARS 2 � RETAINING WALL SECTION —4.3) SCALE: NONE o GALV. L7x4x%"(LLV) x 6" 5'-0" POUR STRIP LONG W/ 3/4" DIA_ STAINLESS HILTI HAS—E J SEE PANEL ELEVATIONS ANCHOR RODS @ WALL & Z �' FOR TYPICAL REINFORCEMENT_ FTG. ANCHOR TO Q WALL/FOOTING USING HILTI °- ° HIT HY 150 ANCHORING x a a SYSTEM. MIN_ ROD a PROVIDE 1/ " EXPANSION JOINT BETWEEN EMBEDMENT =6%-. PLACE Y a o L ° " FLOOR SLAB AND TILT —UP PANEL ANGLE 1'-6" FROM EACH a_ z EDGE OF PANEL_ _J tr=i z 1'-10" MIN_ LL ° ° LAP SPLICE °' Ln q ° n• 4 a-4- #4 BARS x 4'-0" @ 24" 0_C_ _ D.. #4's @ 24' O.C. BEND Q_ xx 1'2u EA_ BAR 4'-8" INTO SLAB. w #5s @ 12» O.C. c O V) O ` #5s @ 12" O.C_ d #5's @ 12" O.C_ #4s @ 12" O.C. A 2" CL_ TYP_ DOCK SLAB PER ° FOUNDATION PLAN DOWELS SAME SIZE & SP. ° p AS VERTICAL REINF_ ° a o � o z 9» 7» 0 D a ° . (4) — #4 BARS CONT_ #4 BAR ® 12" O.C. 3" CL. TYP_ 2'-6» 5 SECTION THRU DOCK WALL KS-4.3 SCALE: 3/4" = 1'-0" ?" O.C. CONT. L2x2x1/4" METAL GRATING — WELD ANGLES TO SEE ARCH_ EMBED, ANGLES CONT. GALV. L2x2x 1/4 W/ 3 — #4 BARS %" 0 HEADED STUDS CONTINUOUS @ 16" O.C. to Q °. d ° W a': a Q d. Q Z d ° PROVIDE #4 "U"—BARS @ 16" 0_C. 1 TRENCH DRAIN DETAIL KS-4.3 SCALE_ 3/4 = 1'-0" SEE PLAN FOR SLAB INFO_ 4'� STOREFRONT SECTION SCALE: NONE CONT. MC10 X 28.5 W/ ALTERNATING STRAP ANCHORS TO YIELD 10" SPACING. 1 ASS DIMENSIONS SEE CIVIL FOR SLAB INFO_ I TILT —UP WALL BEYOND 5'-0" POUR STRIP 2'-0" 1'-10" MIN. 0 �,1 Q d c ° I IIIIIII-III-I -/ „ i #4's @ 12" O.C.._ a 1 —g Q #4's @ 12" O.C. d a ° w d #5's @ 12" O.C. °4 DOCK SLAB PER 2" CL. TYP_ FOUNDATION PLAN ° 4: d, ° d DOWELS SAME SIZE & SP, 7" AS VERTICAL REINF_ d wU °Q ° � Q , g d �. I a (4) — #4 BARS CONT. 3" CL_ #4 BAR @ 12" 0_G TYP. 2'-6" ('6_' SECTION AT DOCK KS-4.3 SCALE: 3/4" = 1'-0" I SEE ARCH FOR RAILING INFO_ EMBED INTO CONCRETE 8" MIN_ 3/4" CHAMFER LEVEL BACKFILL 3 )1 RETAINING WALL SECTION —4.3) SCALE: NONE �.% FM ME _C_ 'S AS SHOWN PHILLIF�IS "OEM P A R T N E R S H I P Architecture • Interior Design • Planning REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. Q 07/ 26/ 04 MISC. WE ITEMS 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 gosh. M Air WORM � M MM6M0,AzT 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AWRICAN 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTION SHEET NUMBER 5:/2004-120.30 JOIST BEYOND 1 SECTION KS-5.1 t!) SCALE: NONE WELD L4x4xY4 STRUT TO TOP CHORD OF JOISTS L3x3x 1/4" STRUT JOIST GIRDER — T 1 ic-T T/, WELD JOISTS TO 10 DECK T STEEL= DBE (71—W—BEAM JOIST COPE ENDS AS SHOWN BEYOND FOR CONNECTION TO NEW L6x6 LEG WELD L6x6x% SUPPORT LEG (FOR NEW W—BEAM) TO JOIST GIRDER BEAM TO GIRDER CONNECTION SCALE: 3/4" 0 L4x4x '/4" x 0'-5" LG. i FULLY FIELD WELD TO COLUMN AND TUBE T.S. BEAM 4" 1/2"x4'x TUBE WIDTH MINUS 1") SEAT R WITH 3/8'x4"x(TUBE HEIGHT MINUS 1 ") GUSSET SLOT TUBE AND WELD TUBE TO SEAT R T_S. COLUMN SEE PLAN FOR SIZE 2 SECTION KS-5.1 SCALE: NONE D_ BEARING ELEV. (SEE PETCO PLAN) 0 TYP. EAC H TUBE 1 7 /4" TILT —UP PANEL EXTERIOR FACE OF TILT —UP WALL T.S. BEAM 1 8", 20 GA METAL STUDS 16" 0 C SEE ARCH 5 _� TYPICAL TUBE CONNECTION —5.1 SCALE: NONE 4-#10-16 SCREWS _�4" FOR SIZE AT VARIOUS EACH STUD_ TYP. LOCATIONS. T. PARAPET ELEV. (SEE ARC _ a. 8", 20 GA METAL 5 TRACK EACH END. "x5"x5" LONG x 16 GA CLIP SEE ARCH. ANGLE W/ 2— 3/16 �' HILTI 2'-0" MAX_ KWIK—CON II FASTENERS (13/4" MIN EMBED) AT EACH STUD. d TYP. PARAPET CONNECTION —5.1 SCALE: 3/4" = 1'-0" 0 EXTERIOR FACE OF T. PARAPET ELEV. lJtt I-'HIVtL tLGVl11IVIVJ� e I i EE ADJACENT TENANT S FOR ROOF FRAMING DETAILS _ 16" MIN WELD EACI- SIDE OF JT —UP CONCRETE .L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT J I 1... I V L " L / d n c.. n I v (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. WALL DIAPHARM CHORD SPLICE SCALE: 11/2" = 1'-0" 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 0 MIN PEI S, BEARIN C G. SEVER FOR C '/ " PANEL JOINT ('8_' CONNECTION KS-5.1 SCALE: 1 1/2" = 1'-0" — ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN L5x31/ " 3/"x0'-9" LONG W/ {2� /2 Ox4 EMBEDMENT 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" HEADED STUDS PHILLIPS a111110-1111111" M PARTNERSHIP Architecture • Interior Design • Planning 770.394.1616 1�" 770.394.1314 E RE U J a D A ANCHOR 6 �U F GH CONSULTANT HAWES, GIPSON ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q3 05/ 28/ 04 ARCH/ STRUC. COORD. 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 Bar PL'um wow 2251 W.P. BALL BOULEVARD PROJECT 1 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 DRAWN BY/CHECKED BY 04/14/04 DRAWING TITLE DAD/RWG FRAMING SECTIONS SHEET NUMBER wrx"S = 5 S:/200a-120.30 5" N (2) #3 A706 — BARS. EXTERIOR FACE OF 5"x121/2"x113/4" BLOCKOUT —� ON EACH SIDE OF PANEL JOINT FOR JOIST GIRDER BEARING. 3/ "x1 1 t/2" LONG BENT PLATE w/ (2) #3 x 4 —0 LONG A706 REINFORCEMENT AND (2) /2"Ox4" LONG HEADED STUDS (7" GAGE). (2) 1/2"0 HEADED STUDS T. (SE D. (SE 71/4" TILT —UP PANEL MIN PEI ,it BEARIM G.C. SEVER FOR C HEADED STUDS #3 A706 BARS I 1/," PANEL JOINT 3 CONNECTION -5.2 SCALE: 1 1/2" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN L5x31/ " 3/ x0 „9" LONG w/ (2� /2 Ox4 EMBEDMENT EXPANSION ANCHORS. TYP . JOIST GIRDER BEARING AT PANEL JOINT SCALE: 3/4" = 1'-0" METAL DECK PER FRAMING PLAN. STD. BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG. - PER IING PLAN_ SECTION AT DECK BEARING W/ PARAPET SCALE: 3/4" = 1'-0" 5" N (4) #3 A706 — BARS_ EXTERIOR FACE OF 1 1 71/4" TILT —UP PANEL 5"x121/2"x1'-11 1/2" BLOCKOUT —� FOR JOIST GIRDER BEARING. 3/ "x24" LONG BENT PLATE w/ (4� #3 x 4'-0" LONG A7Q6 REINFORCEMENT AND (4) /2"Ox4" LONG HEADED STUDS (7" GAGE). T. PARAPET ELE (SEE PANEL ELI (4) 1/2" 0 HEADED STUDS / 0LONG w/ (2� Ox4" EMBED MENT DMENT EXPANSION ANCHORS. FIHILLIPS �N N MIN PER SJI t//» 2" P A R T N E R S H 1 P Architecture • Interior Design • Planning HEADED STUDS B EAR I N G PLATE. f~norx 770.3941616 770.3941314 G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY. #3 A706 BARS RE �LJ 8 C c P G H ('4""'� CONNECTION A AflCHCR D �K5-5.2 SCALE: 1 1/2" = 1'-0" CONSULTANT Bill ROOF DECK PER A i FRAMING PLAN..911111110.1 UIPSON & arm SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL JOIST GIRDER PER FRAMING PLAN TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT -5.2 SCALE: 3/4" = 1'-0" L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2"Ox4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/KS-5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. a G 1/8 1 MIN PER t SJI ROOF DECK PER /8 1" FRAMING PLAN 3/16 3" a 3/16., 3 „ J. BEARING ELEV. (SEE FRAMING PLAN) a %"X6" CONT. WITH /° 1/2" DIA. X 4" LONG L5x31/2"x%"x0'-9" LONG LLV HEADED STUDS AT CONNECTION ANGLE. a . 12" O.C. (G.C. NOTE: IN LIEU OF L SHOWN, A L4x4x 1/4" /0 S6" LONG gMAY BE USED w/ t"4 JOIST PER FRAMING PLAN. GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS 6 '� SECTION AT JOIST BEARING W/ PARAPET —5.2 SCALE: 3/4" = 1'-0" REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. COORD. 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 W0191211 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 - 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FRAMING SECTIONS SHEET NUMBER KSi® 5m2 S:/200T-1 20.30 Q ('1 CANOPY SECTION �K�S-�SCALE: /4" = 1'-0" 'S @ 12" O.C. D RTS SHEAR WALL BOUNDARY PROVIDE 16 GA. RUNNER SHOOT RUNNER TO ANGLE W/ 0.145"0 HILT[ X-DNI PINS @ 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) # 10-16 SCREWS 3/8"x 12" CONT. R. WELD R TO JOIST PROVIDE L6x6x5/1, WELD ANGLE TO �I WELD DECK TO R 2_'� CANOPY RETURN OVER BUILDING -5.31SCALE: 3/4" = 1'-0" # 10-16 SCREWS @ 8" O.C. @ ALL SUPPORTED EDGES x x x x x x x x x x x x x x x X x x x x x x X X X X x x x x x X X x x X x x X x X x x1A x x x - x X X x x X x x X x X X X x x X x x X x x HORIZON T L STUDS JOINTS x X x x x X x x IF HEIGHT OF WALL REQUIRES X X X X X X X X X x x X X x x X X X X X X X X x x X x x x x x x x x x x x x x x x X x X x x x x x x x X x x x x x x x x x x x x x x x 16" TYP. x x x X x x X x x x x x x x x x x x X x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x X X x x x x x x x x x x x x x x X x x X x x X x x x X X X X x x x X x x x x x x x x x x x X X x x X X x x x x x x X X x x X X X x x � x X x x x X x x X x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X�xx x x x x x x 3 SHEAR WALL ATTACHMENT TO METAL STUDLc -5.3SCALE: NONE T/PARAPET SEE ARCH. 'ROVIDE 20 GA. RUNNER §) END OF STUDS SCREW FLANGES OF RUNNER r0 FLANGES OF STUDS NI (2) #10-16 SCREWS PER F NGE ® 16" O.C. 40OS 162-33 METAL STUDS @ 16" O.C. 3 METAL 6" O.C_ .A. RUNNER R TO R. W/ (2) X-DNI PINS ES OF RUNNER )F STUDS 16 SCREWS _L - VARIES 'LAN) W/ 1 p )IST TO It / HILTI X-UNI HINS W/ '/4" STIFFENERS @ 5'-0" O.C. - METAL STUD FRAMING 0 r— i RE RB '4 ANCHOR B C D E F G H REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS 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 r :4 2251 W.P. BALL BOULEVARD PROJECT E MARKETPLACE AT SEMINOL.E TOWNE CENTER 4k 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE CANOPY SECTIONS SHEET NUMBER v%b=5n3 5:/2004-120.30 _ j . C70 a r A3 1/2" JOINT T/PANEL ELEV_ T/PANEL ELEV_ (26'-5 2��) (26'-5 2") DECK BEARING 3 ADECK Ail BEARING (20'-4 2') DECK BEARING A3 ' (SEE PETCO) F.F_E. ELEV. (0'-0") B/PANEL ELEV. T/FTG_ ELEV. (-0'-8") 2� INTERIOR ELEVATION ALONG COLUMN LINE "A" 1_J ►S-6.1J SCALE:/g" = 1'-0" 1/2" JOINT -� A F.F.E. ELEV (0'-0") B/PANEL ELEV. (-0'-1 1 ") T/FTG_ ELEV. 0") L C' LLL F.F.E. ELEV. (0'-0») B/PANEL ELEV. (_3} F5_BARS— EACH FACE W/ #3 TIES @ 6" 0. PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 - - (�3)O5 BARS #3- [ES-@-6"0_C. #6 BARS EACH-FACE-vy/ #3 TIES @ 6" O.C. GIRDER LEAVE -OUT SEE SHEET S5.2 7/KS5 .1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 -� (6) #6 BARS EACH FA #3 TIES @ 6" 0_C. -- EAGH-F 1C EAC-H-FACE-V� #3 TIES @ 6" O.C. GIRDER L SEE SHE 7/ PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 (3) # EACH FACE TEES-C9� B RS �W/ P.C. (-3�-j 6-BARS EACH FACE W/ #3 TIES @ 6" 0_C. PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL RFINFORCEJE T PER DETAIL 121TI EAVE-OUT S5.2 S5.1 PANEL REINFORCE I PER DETAIL 12.K (4) #6 BARS EACH FACE W/ - ENTI -4_J PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 6 O #6 BARS EACH FACE W/ #3 TIES @ 6" O.C. PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 A #3 TIES @ 6" O.C. 4'- 0" 2'-0" 5' 5'-0 2'-0" 4'-0" 4' 0" T/FTG. ELEV. 2'-0" 800 57503 1510 . 5'-7Y4" 42'-5Y2" 17'-93/4" J Z a w z U O W W z z O W W ? z - z O W W ? z O W z z g O O w o W w _J z 14'-11Y2" a 15'-0" c I15'-0" 15'-0" c 15'-0" 2 20'-3Y4" � KP-17 KP-16 KP-15 KP-14 KP-13 KP-12 ROOF DRAIN SEE ARCH. FOR SIZE AND LOCH ION ROOF DRAIN SEE ARCH. SIZE AN FOR LOCATION /3\ PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 3' -4" Zt/4" PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 C PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 L1\ x N I 1 L) 0 O N IT :3� INTERIOR ELEVATION ALONG COLUMN LINE "F" -6.1) SCALE: 1/g" = 1'-0" A w I V JOINTI� T/PANEL ELEV. 7Y4» T/PANEL ELEV. (26'-5 2") -i (26'-5 2») DECK BEARING NGG DECK BEARING (24'-0 2) e A(24'-0 r2») O F.F.E. ELEV. (0' - 0") B/PANEL ELEV. (-0'-7") T/FTG. ELEV. -0 -8 :5:: INTERIOR ELEVATION ALONG COLUMN LINE "A' v 35'-7Y2„ J Z w O P Q 0 w J z zJ _ z z _ w 15'-21/ » 12'-0" 1 1'-4„ KP-28 KP-27 KP-26 3'-7" PANEL REINFORCEMENT PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PER DETALI- 12.KS-4.1 PER DETAIL 12.KS-4.1 SCALE: 1/g" = 1'-0" F.F.E. ELEV (0'-0") B/PANEL ELEV. Y (-0'-7") C T/FTG. ELEV. 39'1-0" -z Z O Li J Z z (:), 18'-104 19'-6" KP-25 � KP-24 1/2" JOINT T/PANEL ELEV_ (26'-5 2„) DECK BEARING (20'-81/2") 13 F_F.E. ELEV_ (0' B/PANEL ELEV. T/FTG_ ELEV. (-5'-0") INTERIOR ELEVATION ALONG COLUMN LINE "1500" SCALE:/g" = 1 ' - 0" T/PANEL ELEV. (� 26'-5 2.,) DECK BEARING (2 E Y FA (20'-81/2") EACH#3 TIES @ A DECK BEARING (20'-41/2») 2) #6 BARS AC H FAC E W/ t3 TIES @ 6" 0_C. 510 "A 1/2" JOINT T/PANEL ELEV_ Ak (26'-5 2") ROOF DRAIN SEE ARCH. F DECK BEARING SIZE AND LO (20'-41/2") 13 F_F_E_ ELEV. i' F.F.E. ELEV_ (0'-0") (0'-0") _ t B/PANEL ELEV. B/PANEL ELEV. 18'-2Y4» L• �P' L O Z W a c� w 17' - 63/4" KP-10 ION PANEL REINFORCEMENT PER DETAIL 12/KS f S - 3'-4" F.F.E. T/FTG. ELEV_ T/FTG. ELEV. T/FT(3. ELEV_ T/FTG. ELEV. (-5'-0") -011) 4 INTERIOR ELEVATION ALONG COLUMN LINE "G" & "1510" SCALE: 1/g" = 1'-0" C lDJ E 156 T-1Y2» 39' -0" 39'T-0" - Z F z F- '_ Z Z J O_ O O O w W -' w Z J Z J Z J z J z �Ui Ci zC4 z[� zC� z(� r 19'-6" c 19'-6" `� 19'-6" 19'-6" a_ 19'-6" KP-23 KP-22 KP-21 KP-20 KP-19 F 39,T 1Y2» z W O O - W W Z C9 Q o a J z Z W Z � 19'-7Y2" KP-18 (3) #6 BARS EACH FACE W/ #3 TIES @ 6" O.C_ (3) #6 BARS EACH FACE W/ #3 TIES @ 6" 0_C. (3) #6 BARS EACH FACE W/ #3 TIES @ 6" O.C. (3) #6 BARS EACH FACE W/ #3 TIES @ 6" O.C. (3) #6 BARS EACH FACE W/ #3 TIES @ 6" O.C. (�}6-BAPrS EACH FACE W/ #3 TIES @ 6" 0_C. PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PAN-- REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PFR DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANFL REINFORCEMENT PER DETAIL 12.KS-4.1 r 4 0" 4' 0' 4' 0" 6 INTERIOR ELEVATION ALONG COLUMN LINE "1600" SCALE: 1/g" = 1'-0" A J J Z T/PANEL ELE�V. (26'-5 /2-) T DECK BEARING (20'-81/2") F.F.E. ELEV. (0' - 0") B/PANEL ELEV. T/FTG. ELEV. 0 EU G D , F.F.E. ELEV. A ANCHOR g RB C D E F 0 H (0.-0 ) B/PANEL ELEV. CONSULTANT T/FTG. ELEV. HAINES GIPSON & I A T 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. WI GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. © 07/ 26/ 04 MISC. WE ITEMS 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. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT WORM" mmm"AmT 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICM 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 04/14/04 DRAWN BY/CHECKED BY DRAWING TITLE DAD/RWG TILT -UP PANEL ELEVATIONS SHEET NUMBER ROOF TOP HVAC EQUIPMENT SCHEDULE COOLING HEATING INDOOR FAN ELECTRICAL MARK MANUFACTURER/MODEL � SERVICE CONDENSING TEMP. WEIGHT (LBS.) MIN. OUTSIDE AIR CFM LOCATION REMARKS NOMINAL TOTAL SENSIBLE ENT. AIR ENT. AIR FREQ. TONS BTUH BTUH DB Wg EER SEER INPUT OUTPUT EFF CFM* ESP HP VOLTS PHASE (Hz) RLA MCA MOCP RTU TRANE TCD151 SALES AREA 12.5 125,000 98,500 80.0 67.0 11.3 -- 105 18 KW 18 KW 100 5000 1.0 3.0 460 3 60 - - - 34 40 2,050 975 ROOF 1,2,3,4,5,6 1 RTU TRANE TCD1551 SALES AREA 12.5 125,000 98r500 80.0 67.0 11.3 - 105 18 KW 18 KW 100 5000 1.0 3.0 460 3 60 - - - 34 40 2,050 975 ROOF 1,2,3,4,5,E 2 RTU TRANE TCD181 FRONT SALES 15.0 152,500 114,200 80.0 67.0 11.5 - 105 27 KW 27 KW 100 6000 1.0 3.0 460 3 60 --- 48 50 2,650 975 ROOF 1,2,3,4,5,6 3 RTU TRANE TCD181 FRONT SALES 15.0 152,500 114,200 80.0 67.0 11.5 - 105 27 KW 27 KW 100 6000 1.0 3.0 460 3 60 - - - 48 50 2,650 975 ROOF 1,2,3,4,5,6 4 RTU TRANE TCD074 OFFICE/STOCK ROOM 6.0 68,600 50,300 80.0 67.0 - 10.0 105 18 KW 18 KW 100 2400 0.83 1.0 460 3 60 - - - 31.1 35 1,000 767 ROOF 1,2,3,5,6, 5 NOTE: * NOMINAL CFM, SEE PLAN FOR ACTUAL AIR FLOW RATES. 4. PROVIDE FACTORY INSTALLED DOWNFLOW ECONOMIZER WITH FULLY 6. MECHANICAL CONTRACTOR TO SUPPLY THE FOLLOWING FACTORY INSTALLED MODULATING 0-100% MOTORIZED DAMPERS, SOLID STATE OPTIONS WITH EACH ROOFTOP UNIT: THROUGH THE BASE ELECTRICAL 1. STANDARD EFFICIENCY FAN MOTOR, FACTORY OR FIELD INSTALLED ENTHALPY CONTROL AND POWERED EXHAUST. CONNECTION, UNPOWERED 115V GFI CONVIENCE OUTLET, AND UNIT MOUNTED DISCONNECT SWITCH. 2. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL 2 SETS OF FILTERS FOR ALL AIR HANDLING EQUIPMENT. THE FIRST SET SHALL BE INSTALLED AT EQUIPMENT 5. MECHANICAL CONTRACTOR SHALL PROVIDE MANUFACTURER FACTORY KNOCK START-UP. THE FINAL SET OF FILTERS SHALL BE INSTALLED AT THE GRAND OPENING DOWN CURBS. GENERAL CONTRACTOR TO INSTALL CURBS AND FIELD INSTALL OF THE STORE 3/4" BURGLAR BARS AT 6" O.C., BOTH WAYS IN ALL ROOF OPENINGS. SEE DETAIL, DWG. 4/KPMO.3. ROOF CURBS SHALL BE A MINIMUM OF 8" AND 3. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL SMOKE DETECTORS SHALL BE 24" IN LOCATIONS WHERE SNOW MAY COLLECT ON THE ROOF. FOR HVAC SYSTEMS EXCEEDING 2,000 CFM AT SUPPLY AIR DUCTS IN ACCORDANCE WITH CURRENT STATE AND LOCAL MECHANICAL CODES ELECTRIC UNIT HEATER SCHEDULE MARK MFR./ WATTS BTUH FAN MOTOR SERVICE REMARKS MODEL CFM HP LBS. EUH QMARK 5000 17065 350 1/100 30 RECEIVING 1 OS OR EQUAL OR EQUAL 1. REMOTE LOW VOLTAGE THERMOSTAT, MOUNTING BRACKET. AIR DISTRIBUTION SCHEDULE SYMBOL TYPE NECK SIZE FACE SIZE MOUNTING CFM RANGE MANUFACTURERS MODEL # REMARKS OPTIONS / SD-1 SUPPLY DIFFUSER 60 12"x12" SURFACE MOUNT 0--110 TITUS PCS W/ O.B.D. 1 & 2 SD-2 SUPPLY DIFFUSER 80 12"x12" SURFACE MOUNT 111-230 TITUS PCS W/ O.B.D. 1 & 2 SD-3 SUPPLY DIFFUSER 60 24"x24" LAY IN 0-110 TITUS PCS W/ O.B.D. 1 & 2 SD-4 SUPPLY DIFFUSER 8" 0 24"x24" LAY IN 111-230 TITUS PCS W/ O.B.D. 1 & 2 SD-5 SUPPLY DIFFUSER 10" 4 24"x24" LAY IN 231--375 TITUS PCS W/ O.B.D. 1 & 2 SD-6 SUPPLY DIFFUSER 12"0 24"x24" LAY IN 376-475 TITUS PCS W/ O.B.D. 1 & 2 SD-7 SUPPLY DIFFUSER CONCENTRIC (4) 40"x8" DUCT 4,000 - 6,000 PLUNUMS INC. TDU180A48DB W/ O.B.D. ED/RD-1 EXHAUST/RETURN DIFFUSER 8110 12"x12" SURFACE MOUNT - TITUS PAR W/ O.B.D. 1 & 2 RG-1 RETURN GRILLE - 24"x24" LAY IN - TITUS PXP RG-2 RETURN GRILLE 30"x12 32"x14" SURFACE MOUNT - TITUS 50F SR-1 SUPPLY REGISTER 10"x6" 12"x8" SURFACE MOUNT - TITUS 30ORL W/ O.B.D. 1 & 2 RR-1 RETURN REGISTER 30"x12" 32"x14" SURFACE MOUNT - TITUS 50F W/ O.B.D. l & 2 NOTES: 1 BLANK OFF A PORTION OF ,SUPPLY GRILLE TO LIMIT DIRECTION OF BLOW WHERE SHOWN. 2 SIZE AND CFM SHALL BE AS INDICATED ON DRAWING KPM-1.1 AT EACH DIFFUSER, GRILLE OR REGISTER. EXHAUST FAN SCHEDULE EXHAUST STATIC ELECTRICAL DATA MARK SERVICE LOCATION AIR PRESSURE RPM SONES MOTOR WEIGHT MANUFACTURER & MODEL REMARKS CFM IN. W.G. HP VOLTS PHASE Hz LBS. EF 1 RESTROOMS ROOF 450 0.375 1025 5.9 1 /4 115 1 60 43 "GREENHECK" GB-090 OR APPROVED EQUAL 1, 2, 3, 4, 5 NOTES: 1. ALL EXHAUST OPENING SIZES AND LOCATIONS SHALL BE VERIFIED BY THE MECHANICAL CONTRACTOR. 2. ALL FANS SHALL BE UL 705 AND AMCA RATED FOR SOUND AND PERFORMANCE 3. CURBS SHALL BE ONE PIECE FULLY WELDED. ROOF PENETRATIONS GREATER THAN 12" REQUIRE 3/4" BURGLAR BARS 6" ON CENTER BOTH WAYS AS MANUFACTURED BY RPS CORP. TRANE NATIONAL ACCOUNT TO SUPPLY REQUIRED CURBS AND RAILS. GENERAL CONTRACTOR TO INSTALL ALL CURBS AND RAILS AFTER VERIFYING SIZE AND LOCAYION. 4. EXHAUST FAN INTERLOCKED WITH RTU-5. 5. PROVIDE BACKDRAFT DAMPER GENERAL NOTES 1 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FRAMING AND PATCHING OF THE BUILDING. 2 THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, INSPECTION, TESTING AND STARTUP OF ALL AIR CONDITIONING EQUIPMENT. 3 COORDINATE THE LOCATIONS OF CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL AND ELECTRICAL LAYOUT. 4 PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCH DUCTS, FOR AIR BALANCING PURPOSES. 5 DESIGN CONDITIONS: OUTSIDE: A. SUMMER: 90' F DB/76- F WB B. WINTER: 35- F DB INSIDE: C. SUMMER: 757 (MAXIMUM) 50% RH. D. WINTER: 687 (MINIMUM). THERMOSTAT SETTINGS: OCCUPIED COOLING 75- 7:30AM - 10:OOPM MONDAY-SATURDAY 8:OOAM - 6:OOPM SUNDAY UNOCCUPIED COOLING 85° 10:OOPM - 7:30AM MONDAY-SATURDAY 6:OOPM - 8:OOAM SUNDAY OCCUPIED HEATING 70- 7:30AM - 10:OOPM MONDAY-SATURDAY 8:OOAM - 6:OOPM SUNDAY UNOCCUPIED HEATING 58- 10:OOPM - 7:30AM MONDAY-SATURDAY 6:OOPM - 8:OOAM SUNDAY 6 THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS REQUIRED AND RELATED FEES FOR THIS INSTALLATION. ALL WORK SHALL COMPLY WITH THE LOCAL MECHANICAL AND BUILDING CODES AND ORDINANCES. ALL MATERIALS, DEVICES AND EQUIPMENT TO BE INSTALLED SHALL HAVE CODE AUTHORITY APPROVAL FOR SUCH INSTALLATION. ALL EQUIPMENT TO HAVE UNDERWRITERS LABEL (U.L.) AND SHALL BE "A.G.A." APPROVED, WHERE USED. 7 THE HVAC CONTRACTOR SHALL TAKE SUCH PROTECTIVE MEASURES AND PRECAUTIONS AS MAY BE REQUIRED OR NECESSARY TO PREVENT INJURY OR ACCIDENTS TO WORKMAN OR PASSERSBY, IN ACCORDANCE WITH THE PARTICULAR CONDITIONS AND O.S.H.A. REQUIREMENTS. 8 ALL WIRING SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR: COORDINATE FOR PROVISION OF INFORMATION AND ANY DEVICES TO ELECTRICAL CONTRACTOR. 9 LOCATE OUTSIDE AIR INTAKE AT MINIMUM OF 10 FEET AWAY FROM ANY EXHAUST AIR PLUMBING VENTS OR FLUES OR PER LOCAL CODE REQUIREMENTS. 10 THE HVAC CONTRACTOR SHALL SUPPLY ALL CURB AND HANGERS AND SUPPORTS FOR MECHANICAL WORK. 11 ALL CONNECTIONS BETWEEN EXHAUST FANS AND DUCTWORK SHALL HAVE FIREPROOF, HEAVY-DUTY FLEX -CONNECTIONS (CITY APPROVED WITH A THREE INCH MINIMUM CLEARANCE. WEATHERPROOF AS REQUIRED. ISOLATE ALL HVAC UNITS, FANS, AND OTHER EQUIPMENT FROM THE BUILDING STRUCTURE WITH APPROVED ISOLATION MOUNTS DESIGNED FOR MAXIMUM OF 10 PERCENT TRANSMISSIBILITY TO STRUCTURE. PROVIDE SEISMIC RESTRAINTS FOR ALL UNITS AS REQUIRED BY CODE. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. 12 FIRE AND SMOKE DAMPERS ARE TO BE PROVIDED AS SCHEDULED AND AS REQUIRED BY CODE AND LOCAL FIRE MARSHAL. FIRE DAMPERS SHALL BE OF CITY/COUNTY AND FIRE DEPARTMENT APPROVED CONSTRUCTION WITH PERMANENT IDENTIFICATION LABELS. PROVIDE ACCESS AS REQUIRED FOR INSPECTION AND SERVICE. SMOKE DAMPERS SHALL CLOSE WITH ITS RESPECTIVE A/C UNIT ON SMOKE DETECTION AT THE UNIT. 13 MAINTAIN AS -BUILT SET OF CONTRACT DRAWINGS ON ALL WORK AS INSTALLED, SHOWING SIZE AND/OR LOCATION OF ANY CONCEALED ITEMS REQUIRING ADJUSTMENT, INSPECTION, SERVICE OR REPLACEMENT, SUBMIT AS BUILDS TO THE ARCHITECT FOUR WEEKS PRIOR TO STORE OPENING. 14 ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE IT SERVES. TEMPERATURE SENSORS SHALL BE LABELED AS TO UNITS AND/OR ZONES CONTROLLED. 15 ORDER EQUIPMENT WITH OFFSET CURBS TO MEET ROOF PITCH. 16 BURGLAR BARS TO BE BUILT IN PRE FAB WITH ROOF CURBS. 17 PROVIDE A 3/4" MINIMUM (BUT NOT LESS THAN UNIT CONNECTION SIZE) 1-1/2' DEEP TRAP, CONDENSATE DRAIN LINE FROM EACH UNIT. SEE PLAN FOR ROUTING. 18 SEAL AROUND ALL DUCTS THROUGH WALLS AND PARTITIONS. FIRE -STOP WITH "3M" MATERIAL IN RATED WALLS. DESIGNER NOTES 1. MECHANICAL DESIGNER TO COORDINATE DESIGN GUIDELINES WITH LOCAL JURISDICTION AND COST PLUS REQUIREMENTS PRIOR TO SIZING ROOF TOP HVAC UNITS, EXHAUST FAN AND GAS & ELECTRIC HEATERS. 2 MECHANICAL DESIGNER SHALL COORDINATE WITH COST PLUS ON THERMOSTAT SETTINGS FOR SITE SPECIFIC PROJECTS. 3 DUCTWORK TO BE SIZED FOR 0.08 FEET OF FRICTION PER 100 FEET OF DUCT. 4 DIFFUSERS, REGISTERS AND GRILLES TO BE SIZED BELOW 35 NOISE CRITERION. LEGEND SYMBOL & ABBREVIATION DESCRIPTION MECHANICAL SYMBOLS SA/SUP SUPPLY AIR (RISE/DROP) RA/RET RE --TURN AIR DUCT (RISE/DROP) EA/EXH EXHAUST AIR DUCT (RISE/DROP) - --- CD/SR CEILING DIFFUSER/SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) ( 4-WAY TYPICAL IF NO ARROWS) - RR/RG RETURN REGISTER/GRILLE - w ER/EG EXHAUST REGISTER/GRILLE - -_J - RECTANGULAR DUCT ELBOW WITH TURNING VANES FC FLEXIBLE CONNECTION MVD MANUAL VOLUME DAMPER FD FIRE DAMPER (L) DUCT LINING (1" THICK UNLESS OTHERWISE NOTED) SINGLE LINE DUCT BRANCH TAKE -OFF DUCT TRANSITION (RECTANGULAR TO ROUND) FLEX FLEXIBLE DUCT (5'-0 MAXIMUM) T T-STAT PROGRAMABLE THERMOSTAT S TEMPERATURE SENSOR 0- SD DUCT SMOKE DETECTOR SD SMOKE DAMPER MD MECHANICAL DAMPER 0 ZD ZONE DAMPER CD CD CONDENSATE DRAIN 0 DIA. DIAMETER --DL--- DL DOOR LOUVER -UC -- UC DOOR UNDERCUT (3/4" MINIMUM) O FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. O FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. ME FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. SD-1 100 6 - (SD -SUPPLY DIFFUSER, RD-RETURN DIFFUSER, E-EXHAUST) AIR QUANTITY IN CFM RTU 1 MECHANICAL EQUIPMENT DESIGNATION DESIGNATED NUMBER A/C , AC AIR CONDITIONING BDD BACK DRAFT DAMPER CB CIRCUIT BREAKER CLG. CEILING CONN. CONNECT/CONNECTION CONT. CONTINUATION CONT'R CONTRACTOR CFM CUBIC FEET PER MINUTE DET. DETAIL DISC. DISCONNECT EF EXHAUST FAN (E) EXISTING E.A.T. ENTERING AIR TEMPERATURE FD FIRE DAMPER GA. GAGE/GAUGE GC GENERAL CONTRACTOR HVAC HEATING, VENTILATING, AND AIR CONDITIONING MCA MINIMUM CIRCUIT AMPACITY MFR. MANUFACTURER MECH. MECHANICAL MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW OA/OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER PH PHASE S/S STAINLESS STEEL TYP. TYPICAL UON UNLESS OTHERWISE NOTED V VOLTS DRAWING SCHEDULE SHT. N0. DESCRIPTION KPMO.1 HVAC SCHEDULES & NOTES KPMO.2 HVAC SPECIFICATIONS KPM0.3 HVAC DETAILS KPM1.1 HVAC FLOOR PLAN REVISION # 16 SUMMARY A. ADDED SHEET PHILLIPS OWN maw_ -a P A R T N E R S H! P Architecture - In,l'�P_rior 1D sl_Pn - Plan-nin Pho;- 770,394.1616 770.394A314 RF RE RD A ANCHOR C D E F G H IT CONSULTANT Jordan & Skala Engineers, Inc. Project Number - W0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 cl EMAIL: Ise ®j o rd a n s ko la. c o m COPYRIGHT* 2004 JORDAN & SKALA ENGINEERS INC. SEAL N i 44 REVISIONS # DATE DESCRIPTION A 08/02/04 INTERIOR UPFIT 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 cost plus WORLD MARKET W 2251 W.P. BALL BOULEVARD PRQ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CUEt`F__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 PHIL LIPS j B NU�ABER 0208616 ISSUE DATE 05/14/04 gg�� y ¢g yy�� gg������^^ ��!! yyay RA ` N B £/C_HE1C' ,.Ef.) tdY DRAVVING TITLE HVAC SCHEDULES AND NOTES KM=Oml i .......... . . . . . . . . . . . . . . . . . . . . . . . . . ....... . SECTION 15500 - HEATING. VENTILATING AND AIR CONDITIONING 1.00 - GENERAL 1.01 DESCRIPTION OF WORK Furnish and install complete and operative HVAC system as shown on the drawing and specified herein. Work shall include, but not be limited to the following: A. AC unit, see schedules. B. Toilet exhaust fan. C. Automatic temperature controls system including time clock, by-pass timer, thermostats, control low -voltage interlock wiring and other associated devices. D. Ductwork and air distribution systems. E. Hangers and supports for ductwork, piping and HVAC equipment F. Flashing of duct and pipe penetrations through exterior openings. G. Roof curb and roof sleeper supports. H. Duct Thermal and Acoustic Insulation. I. License, Permits and associated fees. J. Demolition and removal of existing HVAC equipment as required. K. Seismic restraints and bracing. L. Kitchen grease exhaust fans and associated ductwork. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A. Fire Protection, Section 15300. B. Plumbing, Section 15400. C. Testing and Balancing Section 15990. D. Line Voltage and Power Wiring, Electrical Section 16000. 1.03 EXAMINATION OF SITE Visit site before submitting bid and check location of all existing conditions which will affect this work, verify dimensions and locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor omissions and shall complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation for work not included in proposal. 1.04 DRAWINGS The accompanying drawings shall be considered part of these specifications. Work and materials shown on the drawings and not mentioned in the specifications and vice versa shall be executed as if specifically mentioned or shown in both. The drawings shall be considered as schematic in nature and minor modifications of the work to comply with the structure as found shall be made. 1.05 RULES AND REGULATIONS A. All work and material shall be in full accordance with the latest rules and regulations of the State Fire Marshal and other applicable State and local rules and regulations. Nothing in these drawings or specifications shall be construed to permit work not conforming to these codes. B. Furnish without any extra charge any additional material and labor when required to comply with these laws, ordinances and codes regardless of whether shown or mentioned in these specifications of drawings. 1.06 SUBMITTALS A. Submit for review to the Owner a complete and all-inclusive list of equipment and materials proposed for use (6 copies), accompanied by manufacturer's data sheets. Data shall be forwarded in a single package within 15 days after award of contract. Submit six blueline prints and one reproducible shop drawing showing proposed ductwork installation. Include sizes, locations and other required information to coordinate installation with other trades. B. Within 5 days after award of contract, submit 6 copies of a letter stating any materials that contractor wishes to substitute, to the Owner for approval. Include such information as manufacturer's name, type of material, certified ratings, overall appearance, and necessary information to explain function and operation of material. All proposed substitutions shall be equal in quality, design, utility and appearance to material, equipment or method specified. 1.07 AS -BUILT DRAWINGS A set of HVAC Prints will be furnished to the Contractor on which he shall indicate the installation "as -built" as the work progresses. Upon completion of the work, a set or reproducible drawings shall be obtained from the Owner at cost, and all changes as noted on the record set of prints shall be incorporated thereon. This set of reproducibles, along with one set of blueprints, shall be delivered to the Owner upon completation and before final acceptance of the project. 1.08 GUARANTEE The Contractor shall leave the entire installation in complete working order free from any defective material, workmanship or finish. He shall guarantee to repair or replace, without charge, defects due to faulty workmanship or material for a period of one year from the date of filing of the Notice of Completion. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. Provide complete operation and maintenance manuals covering all mechanical systems and equipment that have been installed. Three (3) copies of the manual shall be bound in hardback binders. B. Provide instructions to store personel as to operation of all HVAC equipment and thermostats. Instruction period to commence for minimum of (2) hours and shall be scheduled at owner's convenience. Also, provide store manager with operation manual. 1.10 CUTTING AND PATCHING A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this Section of the Specifications. B. Patching shall be of the some workmanship, material, and finish and shall match accurately all surrounding construction in a manner satisfactory to the Owner. No cuting of the .structure shall be permitted without written approval of the Owner. 2.00 - PRODUCTS 2.01 DUCTWORK Shall be as specified in the following schedules. Materials shall be clearly stamped or marked with grades and gauges. A. Sheet metal rectangular ductwork, plenums and casing construction shall be in strict accordance with the HVAC Duct Construction Standards - Metal and Flexible, and the Sheet Metal Construction For Ventilating/Air Conditioning Systems, latest edition as issued by SMACNA and ASHRAE respectively. B. Sheet metal round: Shall be United Sheet Metal, or approved equal, spiral "Uniseal" with "Uniform" fittings, machine formed. SPECIFICATIONS C. Materials for ductwork shall be galvanized steel, of gauges shown in the SMACNA HVAC Duct Construction Standards. All ductwork shall be constructed in accordance with the pressure -velocity classification standards no less than +/- 2" WG and duct sealing requirements of Class C (minimum). D. Flexible ductwork shall be pre -insulated low pressure type (rated to 4" W.P.) with vapor barrier. Ducts shall meet Class 1 requirements of NFPA 90A and shall be labeled by U.L. Flexible ducts shall be Genflex, NIL(s) or approved equal. Flexible duct is allowed only at final connections to air distribution fixtures at lengths of five feet maximum. E. Unless shown otherwise, all insulation shall be external to ductwork. F. All kitchen ventilation duct installation and design shall conform to UBC Section 2002 and Section 2003, UBC, NFPA 96 and other local code requirements. Grease ducts shall be constructed of not less than 0.055 inch(16 gauge) galvanized steel or stainless steel at least 0.044 inch in thickness. Joints and seams shall be made with a continous liquid -tight weld or braze made on the external surface of the duct system. Duct bracing and supports shall be made of non-combustible materials. Bolts and other mechanical fasteners shall not penetrate the duct walls. G. Grease duct systems shall slope not less than 1/4 inch per lineal foot toward the hood or toward an approved grease reservoir. Where horizontal ducts exceed feet in length the slope shall be not less than 1 inch per lineal foot. H. Any portion of a grease duct system inaccessible from the duct entry or discharge shall be provided with adequate cleanout openings. Cleanout openings shall be equiped with tight -fitting doors constructed of steel having a thickness not less than that required for the duct. I. Super Firetemp boards shall be used to enclose the grease ductwork. The enclosure shall be constructed of minimum 2-1/2 inch thick Super Firetemp L where required by code to be of one --hour fire -resistive construction and minimum 3-inch-thick Super Firetemp M for two-hour fire -resistive construction. The exterior of the enclosure is permited to be in direct contact with combustibles. 2.02 PIPING A. Chilled water, hot water and condenser water service piping shall be Black Steel Schedule 40, per ASTM A-120 with plain welded joints and seamless schedule 40 fittings galvanized for exterior locations. B. All steel piping shall have threaded connections and all copper piping shall have soldered joints of 300 lb. pressure rating. C. Pipe hangers shall be Superstrut or Kin -line, spaced @ 6 ft. O.C., with clevis or trapeze type hangers. Secure pipe hanger rods to structure per UPC provide isolation shields where pipe rests on hanger assembly. D. Insulate all water piping with 1-1/2" thick, 3-1/2 lb./cu. ft. density fibrous glass with white Kraft bonded to aluminum foil. Fittings shall be insulated with premolded fiberglass insulation. The integrity of the vapor barrier shall be maintained throughout the installation. Tape and seal all joints with vapor barrier tape. E. All connections between dissimilar metals shall utilize dielectric insulating fittings, couplings and unions. F. All shut-off valves and drain valves shall be ball -cock type, 300 lb. rating with plugs installed on drain valves. Nibco or equal. 2.03 DUCTWORK ACCESSORIES A. Damper Operators 1. Ducts with external insulation: Ventlock #637, DuraDyne, Young, or approved equal. 2. Ducts with internal insulation and/or no insulation: Ventlock #635, DuraDyne, Young, or approved equal. B. Flexible Connections: Ventfabrics "Ventglas", DuraDyne, or approved equal, U.L. approved with metal attachment. C. Air Extractor: Titus AG-225, Krueger EX-88C, or approved equal. D. Turning Vanes shall comply with SMACNA HVAC Duct Construction Standards All rectangular duct with mitered elbows shall be fitted with turning vanes. E. Spin -In -Fittings are not allowed. Use United McGill Bellmouth fitting for round duct taps. F. Support ductwork according to the SMACNA Duct Construction Standards and the drawings. G. Access Doors In Ductwork: Shall be Ventlock, Ductmote or approved equal, stamped .or formed insulated access doors complete with all hardware and sealant. H. Joint Sealing: 1. The following items are to be sealed with Hardcast DT tape and adhesive: a. Longitudinal and transverse seams of rectangular ductwork. b. All round fittings and joint connectors use FTA-20 for indoor use and RTA-20 for outdoor use. 2. Flexible duct at diffusers shall use integral stainless steel draw band and pressure sensitive tape, Hardcast P-301 or equal. I. Bracings, hangers, nuts, etc. shall be galvanized. J. Curved elbows shall have centerline radius equal to one and one-half times duct width in plane of turn. K. Square elbows shall have turning vanes. Miter elbows (not square) shall have splitter vanes 3 inches o.c. L. Volume dampers shall be constructed to SMACNA. Standards and shall be Young Regulator model 4040 for round ducts and series 820 for rectangular ducts 2.04 AIR DEVICES Diffusers, Grilles and Registers: Titus, Krueger, Metal*Aire, or Thermofuser where shown. Furnished and installed by Mechanical Contractor. Provide volume dampers and paint interior flat black. Size, finish, frame types and accessories as shown on the drawings. 2.05 FIRE DAMPERS & SMOKE FIRE DAMPERS A. Provide fire dampers with access doors installed where required by all local codes. In general, fire dampers are required where ducts pierce fire -rated floors, ceilings, walls and shafts. Refer to Architectural drawings for locations of all fire rated assemblies. B. Fire dampers shall be equal to Air Balance Inc., Model No. 119BLX, or 119CL, or as approved, for rectangular and round ducts. Dampers shall meet the requirements for NFPA Bulletin No. 90A, and shall be tested in accordance with UL 555 Test Criteria, fire dampers shall be labeled and listed by UL. C. If applicable, fire dampers shall comply with UL-555-1990, 4th edition and shall be marked "For Use in Dynamic Systems" or "For use in Static Systems as required. Ired. D. Combination Smoke Fire Dampers shall be installed where ductwork penetrates fire rated walls surrounding an exit corridor. 2.06 AIR CONDITIONING EQUIPMENT A. Furnish and install Trane or equal air conditioning equipment as specified on the drawings and in these specifications. 2.07 INSULATION (Installed per Manufacturer's Recommendations) A. Heating and Cooling Ductwork located in interior locations 1. Insulate with 1-1/2" thick Owens-Corning Fiberglas all service faced Duct Wrap Type 150 with factory applied flame retardant Foil Reinforced Kraft Facing (FRK-25 UL Labelsd), or approved equal. Installed thermal resistance shall be a minimum of 4.5. B. Acoustical Ductwork and Plenum and Casing Liner 1. Provide internally lined ductwork where indicated on drawings. Acoustical duct liner shall be tralite duct liner, or equal, matte face, 3 lb. density, 1" thick, suitable for velocities from 1500 to 4000 fpm, in compliance w/ UL723 and UL181. Secure liner to ductwork with adhersive and mechanical fansteners per SMACNA Duct Liner application standard. 2. Where internal insulation is applied, duct and plenum sizes as shown on the drawings shall be inside clear dimensions. 3. Fiberglas duct and plenum insulation are to be applied only with manufacturer's approved adhesives, mastics and mechanical fastening devices. C. Heating and Cooling ductwork located on the roof. 1. Insulate with rigid board insulation with a minimum R value of R-6.3. Coat exterior of insulation with perforated sheet metal liner. suitable for velocities from 1500 to 4000 fpm, in compliance w/ UL723 and UL181. 2. Where internal insulation is applied, duct and plenum sizes as shown on the drawings shall be inside clear dimensions. 3. Fiberglass duct and plenum insulation are to be applied only with manufacturer's approved adhesives, mastics and mechanical fastening devices. Coat exterior with Arabol and Canvas to manufacturer's directions for exterior application. D. Soft flexible duct. 1. Genflex NIL(s). 7-0" maximum length unless noted otherwise. Class 1 rating with R value of 4.2 minimum. E. Insulation. 1. Foil faced fiberglass, Owens Corning type 75 or equal, 1-1/3" thick. Flame spread rating of not more than 25 and a smoke development rating of not more than 50. F. Duct liner. 1. For exterior ducts: Fiberglass 1-1/2" thick with fire rated black coating, 1-1/2 Lbs. per cubic foot minimum density. Owens Corning Aeroflex type 150. 2. For other locations shown on drawings: Aeroflex type 150, as above, except 1 inch thick. Flame spread rating of not more than 25 and smoke developed rating of not more than 50. 3. An EPA -Approved biocide in the airstream coating enables Owens-Corning duct liners to resist fungal or bacterial growth when subjected to microbial attack described in ASTM C 665 and standard practices ASTM G 21 (fungus test) and G 22 (bacteria test). 2.08 TEMPERATURE CONTROL SYSTEM A. Provide time clock control systems with interface to HVAC equipment. Control system shall be capable of providing optimal start/stop function, time of day scheduling and remote modem communications, B. Contractor shall furnish all necessary control devices (relays, contacts, etc.) and shall obtain direction from manufacturer on actual wiring requirements. C. Contractor shall post in the office typewritten instructions on operation of all controls. 2.09 DX PIPING Refrigerant piping shall be Type L 'hard copper ACR tubing with wrought copper, solder joint fittings, silver soldered. All refrigerant piping shall be insulated except where the uninsulated area does not result in an energy loss to the system or an adverse effect to the system from stray heat. Pipe insulation shall be Armstrong Armaflex, Owens-Corning flexible tubing, Rubicon or approved equal. Thickness shall be 3/4" on interior piping and 1" on exterior piping. Insulated piping exposed to weather shall be provided with Armstrong Armaflex finish and all-weather service jacket for outdoor applications Valves, strainers, sight glass, filter driers, oil separators, etc. shall be manufactured by Sporlan Valve Co. 2.10 SEISMIC RESTRAINTS AND BRACING A. All HVAC equipment, ductwork, piping and wiring conduits shall be installed to meet the lateral bracing requirements for the applicable seismic zone. Provide seismic restraints in accordance with Seismic Hazard Level (SHL) A of the "Seismic Restraint Manual: Guidelines for Mechanical Systems" dated 1991, as published by S.M.A.C.N.A. and also in accordance with applicable local building codes. B. All rooftop equipment shall have proper anchoring and restraint systems, and shall be secured to a roof curb, equipment pad or other structural member to prevent lateral, vertical or overturning movement without sacrificing any resilient vibration isolation requirements. 3.00 INSTALLATION AND EXECUTION 3.01 INSTALLATION REQUIREMENTS A. Ductwork: 1. Duct branches shall be fitted with volume or splitter damper and where required, extraction damper. All accessible volume controls shall have locking quadrants. All inaccessible controls (dampers, etc.) shall be provided with permanent extensions to accessible spaces. Branch volume controls are in addition to volume controls at the registers and diffusers. 2. Air inlets, outlets shall be properly set in place. Registers and grilles shall be tightly sealed. 3. Transitions in size of ducts shall be made by uniformly tapering sections having 1 inch increase in width for each 7 inches of run unless construction limitations require a more abrupt transition. 4. Diffusers, Grilles and Registers: Each register and diffuser shall be equipped with a volume damper or air extractor. Paint interior surface of all units flat black. Face and trim of all units shall be finished. Size, finish, frames, accesories, capacity and pattern as shown on drawings. 5. Contractor shall provide manual volume dampers at all branch ductwork in supply I air, return air and outside air systems (whether shown on plans or not) where required for air balancing of HVAC systems. 3.02 TESTING AND BALANCING (also see Section 15990) Balancing of the air conditioning system will be performed by an independent test and balancing agency. The mechanical contractor shall cooperate with the selected test and balance agency in the following manner: A. Provide sufficent time before final completion date so that test and balancing can be accomplished. B. Provide immediate labor and tools to make corrections when required without undue delay. Install balancing dampers as required by test and balance agency. C. The contractor shall put all heating, ventilating and air conditioning systems and equipment into full operation and shall continue the operation of some during each working day of testing and balancing. D. Testing and balancing agency shall be kept informed of any major changes made to system during construction and shall be provided with complete as -built drawings. E. The mechancial contractor shall include the costs of dampers, pulley and belt changes in his contract. 3.04 SPECIAL CONDITIONS A. Air conditioning equipment on roof: The exact equipment locations on the roof shall be field verified by Contractor. The intent of the design is to utilize a manufacturer supplied roof curb that would support the new equipment. Contractor shall conform to manufacturer's published installation and assembly guide. Installation shall conform to structural engineers's requirements. B. Structural support for the air conditioning unit: The Owner shall engage a licensed structural engineer to design the structural support for the air conditioning unit on the roof. The mechanical contractor is to coordinate all work with the structural engineer. C. All required penetrations of existing roofing system shall be made by landlord's roofing contractor at Owner's expense after notification to landlord for approval. END OF SECTION SECTION 15990 - TESTING. ADJUSTING AND BALANCING 1.00 - GENERAL 1.01 DESCRIPTION The testing and balancing work will be performed under a separate contract from the HVAC work. The work described in this section shall be performed by an independent test and balance agency, specializing in testing and balancing of HVAC systems and a number of the AABC or approved equal organization. 1.02 SCOPE OF WORK A. HVAC System Test and Balance in accordance with procedures established by AABC or NEBB. B. Measurement of final operating conditions of HVAC equipment. C. Test and Balance Reports. D. Each piece of air conditioning and heating equipment and the air distributions systems shall be tested and adjusted to insure proper functioning of all control, proper distribution of air, maintenance of temperature, elimination of drafts, noise and vibration, and left in first class operating condition. The air system shall be readjusted if required for comfort of each room. E. The mechanical contractor will make any changes in the pulleys, belts, dampers, vanes, baffles and the like required for correct balance of system as recommended bt T&B agency and to the satisfaction of the Owner. 1.03 SUBMITTALS A. Provide (6) six copies of test and balance report to the Owner for review and approval in soft cover, letter size, 3-ring binder manual complete with index page and indexing tabs. The report shall include a set of reduced drawings with air outlets and equipment identified to correspond with data sheets and indicating hermostat locations. B. The test and balance report shall include, as a minimum, but not be limited to: 1. Each equipment shall be identified by equipment service number, manufacturer, model number, and serial number, motor horsepower, motor nameplate voltage, motor RPM, actual and design static pressure, actual outlet velocity, actual CFM, design CFM. 2. Each coil shall be identified by equipment service number, manufacturer, model number and size, number of rows, total CFM, air inlet and outlet dry bulb and wet bulb temperatures. 3. Each air outlet shall be identified with manufacture, model number, size, velocity, correction factor, actual CFM, design CFM. 4. Traverse reading of main supply, return and outside air ducts to establish air quantities. 5. Test and record temperatures from temperature controllers such as day thermostat, night thermostat. 6. Test and record temperatures from main supply air trunk, mixed air during the full heating and full cooling cycle and economizer cycle. 7. Test and balance economizer. 8. Water balance information 9. Exhaust system balance. 2.00 - PRODUCTS (Not Applicable) 3.00 - EXECUTION 3.01 DEFICIENCIES IN SYSTEM Balancing Contractor shall report in writing to the Owner any discrepancies on items riot installed in accordance with contract documents, all deficiencies in HVAC system, and other deficiencies. The Owner will reimburse the balancing contractor if additional work is required for his phase of work. 3.02 WARRANTY The test and balance agency shall include an extended warranty of 90 days, after completion of work, during which time the Owner, at their discretion, may request a recheck or resetting of any outlet, supply air fan, or exhaust fan as listed in test report. END OF SECTION PHILLIPS P A R T N E R S H I P Architectum, - 1nterlor L.6'C'sigf, - Ple. nnl?i RF RE J D F G H A ANCHGR O:Eu CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 PHONE (770)447-5547 FAX (770)448-0262 E3 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 EMAIL- jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT 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 may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT COST PLUS WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PFIILLi S JOB NUMBER 0208616 ISSUEF DATE 05/ 14/04 DRAWN BY/CI ECKED 8'f DRAWING TITLE HVAC SPECIFICATIONS SECTIONS APPLY ONLY IF REQUIRED. KM=0n2 REVISION # 16 SUMMARY A. ADDED SHEET 2" WIDE METAL STRAPS SECURE TO STRUCTURE i� ABOVE J7 6" MIN.' �l CEILING DIFFUSER NOTES: IN LIEU OF ABOVE DETAIL METAL PLENUM MAY BE USED TO CONNECT THE BRANCH DUCT TO THE DIFFUSERS. ELBOW R/D=1.5 ACOUSTICAL FLEXIBLE DUCT MAX 7'-0" LONG - SUPPLY AIR DUCT fftD R OPPOSED BLADE DAMPER =1 OPERATOR SLOT CEILING CEILING DIFFUSER r FAN GUARD ~I� yY I LOUVERS NTS I 6 NGS, I DUTY SUPPORT IELS AND HANGER C-.Aq FIRFn HNIT HEATER DETAIL I NTS 1 9 �o z w Z U o n ME co BUILT UP RC nnnr-rnn 11K11T - SEE SPECS ER GASKET 1TH RTV SILICONE EL CURB TO MATCH UNIT CURB TO MATCH ROOF 1/2"4 LAG BOLT TO GLU LAM BEAM. SEE STRUCTURAL & ARCHITECTURAL DWGS. ROOFTOP UNIT - SEISMIC ANCHORAGE NTS 1 10 FAN ASSEMBLY, MOTOR, AND DRIVE NOTE: ALL JOINTS IN DUCTWORK TO BE SOLDERED WATERTIGHT. VERIFY CURB DIMENSIONS WITH MECHANICAL DRAWINGS. BURGLAR BARS FACTORY WELDED TO CURB, 3/4"0 AT 6" O.C. EA. WAY. 4" CANT -- EXHAUST DUCT BY MECHANICAL - CONTRACTOR. VERIFY OPENING SIZE W/ GENERAL CONTRACTOR SIZE DWG M1.0 FOR DUCT SIZES DOME TYPE SPUN ALUMINUM HOOD EQUIPMENT �COUNTERFLASHING ROOF �— WOOD NAILERS ALL WOOD IS PRESSURE TREATED. -METAL DECK BACKDRAFT DAMPER AC UNIT ROOF MOUNTING CURB TRANSITION DUCT STRAIGHT DUCT. VERIFY EXACT LENGTH. SEE SCHEDULE FOR DUCT SIZE. NSTALL DAMPER WITH SCOOP AT ALL ROUND OR RECTANGULAR 3RANCH DUCT TAPS. ROUND OR RECTANGULAR BRANCH DUCT TAPS ARE CONNECTED ABOVE SUPPLY DIFFUSER BELOW RETURN DUCT SUPPLY DUCT SEE SCHEDULE FOR DIFFUSER SIZE BOTTOM OF DIFFUSER `f SEE SCHEDULE FOR RETURN GRILLE SIZE ROOFTOP PACKAGED UNIT THESE TWO HANGERS ARE FOR DUCTS 25" & LARGER THIS HANGER IS FOR DUCTS 24" DIA (MAY BE USED ON SMALLER DUCTS) & SMALLER 3/8" DIA. ROD OR _ 1/4" BOLT. NUT & 1"X16GA. HANGER STRAP STAR WASHER (TYP) (TYP) 3/8"BOLT,NUT & STRAP GA HANGER STAR WASHER NUT & LOCKNUT 2" MAX. 1-1/8"X12 GA SPLIT — 1"X16 GA CONTINUOS MANGER 1"X16 GA CONTINUOS RING COLLAR AROUND STRAP (TYP). EACH STRAP ADJACENT COLLAR DRAWN TIGHT DUCT TO ONE ANOTHER AT HANGER LOCATION (TYP.) AROUND DUCT ROUND DUCT HANGER 1 "X16" GA. 3/8"DIA. ROD 2"X2"X1 8' HANGER OR 1"X16 GA ANGLE OP STRAP(TYP) HANGER STRAP & BOTTOM SHT METAL 60" MAX SCREWS (TYP.) 1"X18 GA '--STRAP OVER DUCT (TYP.) L61 TRIM 3. 0" MAX " & OVE© 45' OVAL,/RECTANGULAR DUCT HANGER ANGLE (TYP) NOTES: 1 REFER TO SPECIFICATIONS FOR HANGER SPACINGS. 2 ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL ENGINEERS REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW DUCT SUPPORT NTS 6 115V/14/6OHz CIRCUIT BREAKER INTERLOCK W/ RTU-5 POWER REL 24VAC COIL EF EXHAUST FAN 1 EXHAUST FAN CONTROL DI NTS I 6 NR STANDARD ROUND __/ -,,A DUCT AS SCHEDULED IN -LINE MOTORIZED DAMPER SECTION DAMPER MOTOR q�R F`OVV STANDARD ROUND -� DUCT AS SCHEDULED NOTE: DUCT SENSOR REMOTE THERMOSTAT TO BE SUPPLIED W/ LOCATED PER MECHANICAL PLAN DAMPER SECT. (DOWN STREAM) LOW VOLTAGE WIRING FROM SENSOR TO REMOTE THERMOSTAT MOTORIZED ZONE DAMPER BURGLAR BARS: 1-1/2" ANGLE IRON FRAME WITH 3/4" REBAR @ 6" O.C. RETURN AIR OPENING SUPPLY AIR OPENING 24 VOLT POWER SUPPLY TO MOTORIZED DAMPER SECTION FROM THERMOSTAT NTS I 3 NOTE: • PROVIDE BURGLAR BARS IN THE SUPPLY AND RETURN DUCT OPENINGS IN CURB. ' CONTRACTOR MUST COORDINATE ROOF CURBS WITH SITE SPECIFIC MANUFACTURERS REQUIREMENTS ZONE 7 0' TO 10' F ZONE 8 10' TO 20' F ZONE 9 20' TO 30' F ZONE 10 30' TO 40' F ZONE 11 40' F ABOVE NTS I 1 DUCT PENETRATION UL-WL7001 (Formerly System No. 607) F Rating-lHr T Rating- 0 Hr 1. WALL ASSEMBLY- THE FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OF U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN. 2 1/2 IN. WIDE AND SPACED MAX. 24 IN, OC. B. BATTS AND BLANKETS*- NOM 1-1/2 IN. THICK GLASS FIBER BATTS FRICTION FITTED TO FILL INTERIOR OF STUD CAVITIES. C. WALLBOARD, GYPSUM*- TWO LAYERS OF NOM 1/2 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX. AREA OF OPENING IS 48 SQ. IN. WITH MAX. DIMENSIONS OF 12 IN. 2. AIR DUCT- PREFABRICATED 24 MSG SHEET METAL AIR DUCT. MAX. CROSS SECTIONAL AREA OF DUCT IS 30 SQ. IN. WITH MAX. DIMENSION OF 10 IN. A MIN. 7/16 TO MAX. 1 IN. ANNULAR SPACE IS REQUIRED WITHIN THE FIRE STOP SYSTEM. AIR DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FORMING MATERIAL*- MIN. 2-1/2 IN. THICKNESS OF MIN. 3.5 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. FORMING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL 1-0 ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. USG INTERIORS INC.- TYPE SAF 4. FILL, VOID OF CAVITY MATERIAL* - SEALANT - MIN. 1/2 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. DRY MIX MATERIAL MIXED WITH WATER AT A RATE OF 2A PARTS MIX TO 1 LB. PART WATER BY WEIGHT IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. UNITED STATES GYPSUM CO.- TYPE FC *BEARING THE UL CLASSIFICATION MARKING PHILLIPS I P A R T N E R S H I P Architecture - 1n'terlor Design - Planning� Pi xr 9 0394 616 f 6 770394,1314 RF RE J D RB O D E F G H A ANCHOR B C0NISULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 �l 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 173 PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse®jordanskala.00m COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL 4 REVISIC"X45 # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT 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. ENANT COST PLUS WORLD 2251 W.P. BALL BOULEVARD P3`.OJ Iu.CC.. T THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES ivvr\ i n Mrvir=[-\[\ r 14 r Iwr u \ 1 iw - 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHTILLIP.S JOB N UiMBER 0208616 iS°StUE' DATE 05/14/04 1DFR"41 BVCHEC ED 8Y DR.kNI NG .TITLE HV'AC SCHEDULES AND NOTES KM=0n3 EXHAUST FAN MOUNTING DETAIL I NTS 1 11 AG RAM 1 7 •lliilliill lob 110,10 K 11 '1 N DUCT PENETRATION NTS 1 2 51.331 .,. • }... E..;.. ::..:.:. ...,vj, 12"9 UP TO ROOF MOUNTED FAN — GENERAL NOTES 1. ALL DUCTWORK SHALL BE INSTALLED TIGHT TO UNDERSIDE OF STRUCTURE (ABOVE LIGHTS AND COORDINATED WITH LIGHTS AND SPRINKLER SYSTEM.) 2. DUCT WORK SHALL BE ROUND SPIRAL WELD MANUFACTURED DUCT WORK WHERE STRUCTURAL CLEARANCES PERMIT. RECTANGULAR SHOP FABRICATED DUCT SHALL BE USED WHEN NECESSARY. 3. EQUIVALENT RECTANGULAR DUCTWORK MAY BE USED IN LIEU OF ROUND AT CONTRACTOR'S OPTION FOR BEST PRICING. I; I I Ii f t, i (ft: I? is I KEYED NOTES O PROVIDE MANUAL VOLUME DAMPER IN ALL BRANCH DUCT WHETHER SHOWN OR NOT. 0 SMOKE DETECTOR IN SUPPLY AIR DUCT TO SHUT DOWN UNIT UPON DETECTION 3U SUPPORT UNIT HEATER FROM ROOF STRUCTURE. WITH VIBRATION ISOLATORS 4O SUPPLY AIR DUCT UP THROUGH ROOF SEE CONCENTRIC DIFFUSER DETAIL 5/KPM-0.3 50 RETURN AIR DUCT UP THROUGH ROOF SEE CONCENTRIC DIFFUSER DETAIL 5/KPM-0.3 6D LOCATION OF DELTA MOTORIZED ZONE DAMPER MODEL# DM24-53 WITH 24 VOLT TRANSFORMER ABOVE OFFICE CEILING. CONNECTED TO DELTA T_STAT MODEL # TM901 @ GENERAL OFFICE. SEE DETAIL 3/KPM-0.3 0 LIGHTSTAT ZONE SENSOR MODEL # THE—RRS MOUNTED 120" A.F.F. CONNECTED TO LIGHTSTAT T—STAT, MODEL # THE—BEP J (4) T—STAT FOR RTU-1 THRU RT-4 MOUNTED 44" AFF. PHILLIPS 010-own "I P A R T N E R S H I P hrCI1IteCtL1r,e - Interior Design - Nanning Ll RF RE J D RB C D F F G H FA ANCHDR B CONSULTANT Jordan & Skala Engineers, Inc. Project Number - M0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL y\ � P N REVISIONS # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT 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. s ENANT �T PLUS WORLD 2251 W.P. BALL BOULEVARD PIROJEC-T THE ■../ _RKE ■ PL _CE AT SEMINOLE TOWNE CENTER 0 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 I IUFABER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHE d'KED PkY DRAWING TITLE TENANT FLOOR PLAN - HVAC TENANT FLOOR PLAN -- H.V.A.C. SCALE: 1 /8" = 1 I —on REVISION # 16 SUMMARY A. ADDED SHEET Kiwi =1 M 1 SPECIFICATIONS SECTION 15400 - PLUMBING 1.00 - GENERAL 1.01 DESCRIPTION OF WORK Furnish all labor, materials, equipment and services required for and/or reasonably incidental to the completion of the following work. A. Sanitary waste and vent piping system including connections to building sewer as shown. B. Domestic hot and cold water systems including water heater, and related accessories and controls. Connection to building water as shown. C. Plumbing fixtures, trim and accessories including installation and support. D. Flashing and sealing of roof and exterior wall penetrations for water tightness. E. Caulking and sealing of floor and wall penetrations and formed shaft penetrations. F. Backing for securing fixtures, trim and piping. G. Access doors where shown or required by code. H. Hangers, supports, and guides. I. Cleanup of debris and final cleanup of drains, fixtures and equipment. J. Record drawings and operating manuals. K. License, permits and associated fees. L. Cutting, drilling and patching for all surfaces in relation to plumbing work. M. Condensate drains from HVAC equipment, and gas piping 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A. HVAC and Electrical Work. 15500 and 16000 B. Fire Protection Work 15300 (if applicable) 1.03 EXAMINATION OF SITE A. Visit site before submitting bid and check location of all existing conditions which will affect this work, verify dimensions and locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor omissions and shall complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation for work not included in proposal. 1.04 DRAWINGS The accompanying drawings shall be considered part of these specification s. Work and materials shown on the drawings and not mentioned in the specifications and vice versa shall be executed as if specifically mentioned or shown in both. The drawings shall be considered as schematic in nature and minor modifications of the work to comply with the structure as found shall be made. 1.05 RULES AND REGULATIONS A. All work and material shall be in full accordance with the latest rules and regulations of the State Fire Marshal and other applicable State and local rules and regulations. Nothing in these drawings or specifications shall be construed to permit work not conforming to these codes. B. Furnish without any extra charge any additional material and labor when required to comply with these laws, ordinances and codes regardless of whether shown or mentioned in these specifications of drawings. C. All work and material shall be in accordance with the Landlord's Mech/Elect. Design Criteria. All contractors shall obtain a copy from the Lndlord's Tenant Coordinator or Mall Operations manager and become familiar with the requirements contained within prior to bidding the job. Where Landlord's requirements conflict with Codes or Ordinances the strictest interpretation shall apply. 1.06 SUBMITTALS A. Submit for review to the Owner a complete and all-inclusive list of equipment and materials proposed for use (6 copies), accompanied by manufacturer's data sheets. Data shall be forwarded in a single package written 15 days after award of contract. Submit six blueline prints and one reproducible shop drawing showing proposed plumbing installation. Include sizes, locations and other required information to coordinate installation with other trades. B. Within 5 days after award of contract, submit 6 copies of a letter stating any materials that contractor wishes to substitute, to the Owner for approval. Include such information as manufacturer's name, type of material, certified ratings, overall appearance, and necessary information to explain function and operation of material. All proposed substitutions shall be equal in quality, design, utility and appearance to material, equipment or method specified. 1.07 AS -BUILT DRAWINGS A set of plumbing plans will be furnished to the Contractor on which he shall indicate the installation "as -built" as the work progresses. Upon completion of the work, a set or reproducible drawings shall be obtained from the Owner at cost, and all changes as noted on the record set of prints shall be incorporated thereon. This set of reproducibles, along with one set of blueprints, shall be delivered to the Owner upon completion and before final acceptance of the project. 1.08 GUARANTEE The Contractor shall leave the entire installation in complete working order free from any defective material, workmanship or finish. He shall guarantee to repair or replace, without charge, defects due to faulty workmanship or material for a period of one year from the date of filing of the Notice of Completion. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. Provide complete operation and maintenance manuals covering all Plumbing systems and equipment that have been installed. Three (3) copies of the manual shall be bound in hardback binders. B. Provide instructions to owner as to operation of all equipment. Instruction period to commence for minimum of (2) hours and shall be scheduled at owner's convenience. 1.10 CUTTING AND PATCHING A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this Section of the Specifications. B. Patching shall be of the same workmanship, material, and finish and shall match accurately all surrounding construction in a manner satisfactory to the Owner. No cutting of the structure shall be permitted without written approval of the Owner. 2.00 - MATERIALS 2.01 PIPING A. Interior Underground Sanitary and Waste Piping: Service weight bell and spigot cast iron (Tyseal) pipe and fittings, complying with CISPI standards. B. Interior Suspended Sanitary and Vent Piping: 1. 3" and Larger - Service weight (Tyseal) bell and spigot 2. 2" and Smaller - Schedule 4- galvanized steel pipe with screwed durham cast iron fittings for waste and vent C. Interior Domestic Water Piping: 3" and Smaller - Type L hard tempered copper with solder end fittings. 95-5 tin and antimony solder jointing (lead-free). Use Type K for underground piping. D. Condensate Drain Piping: Copper water tube ASTM B88, Type "M", solder with 95-5 solder, lead --free type. Condensate drain pipe in ceiling space shall be insulated with 1/2" thick Armstrong Armaflex, and sections butted firmly together. E. Gas Piping: Black steel, ASTM-120, Schedule 40 and fittings. 2.02 PIPE FLASHINGS #4 lead with counterflashing ring by Glenco, Stoneman Engineering or approved equal. 2.03 VALVES A. Gate Valves: Red & White 204 or equal, 3" and smaller. B. Check Valves: Red & White 238 or equal, 3" and smaller. 2.04 PLUMBING FIXTURES AND TRIM: Plumbing fixtures to be furnished and installed under this contract. See plumbing fixture schedule. 2.05 PIPE HANGERS AND SUPPORTS A. Superstrut, Grinnell, or approved equal. B. Installation per manufacturers recommendations. 3.00 - INSTALLATION AND EXECUTION 3.01 GENERAL A. Support C.I. soil piping at 5 feet on center maximum and each joint and/or fitting. Support 1/2 and 3/4" piping at 6 feet on center maximum. Support 1" to 1- 1/2" piping at 8 feet on centers. Support 2" and larger piping at 10 feet on center maximum. Steel piping 4" and larger may be supported at 12 feet on center maximum except for victaulic fitted piping which shall be supported at 10 feet on center maximum. 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING A. Install piping generally level, free of traps and unnecessary bends, to conform with building requirements. Pipe to be free of defects, and installed to avoid any possible galvanic action by isolating dissimilar metals. B. Test and record available domestic water pressure in static and dynamic conditions For dynamic testing record pressure and flow rate in gallons per minute. Transmit this information to the engineer before proceeding with the work. C. Provide all tests specified hereinafter and as otherwise required. Provide all test equipment, including test pumps, gauges, instruments and other equipment required. Pressure gauges used shall be graduated in increments not greater than 5 pounds per square inch.. No plumbing or drainage system or part thereof shall be covered, concealed, or put into use unless it has been specified. Conduct all tests in the presence of the Owner's representative, and obtain the necessary jurisdictional authority inspections. D. Apply a water test to the waste, and vent systems whether in its entirety or in sections; if applied to the entire system, tightly close all openings in the piping except the highest opening, and fill the system with water to the point of overflow. If the system is tested in sections, tightly plug each opening except for the highest opening of the section under test, and fill each section with water, but test with no less than a 10' head of water. In testing successive sections, test at least the upper 10' of the next preceding section so that no joint or pipe in the building (except the uppermost 10' of the system) shall have been submitted to a test of less than a 10 head of water. Keep water in the system or in the portion under test for at least 24 hours before inspection starts, with the system tight at all points. E. Domestic water system shall be tested and proved tight under a pressure of not less than 150 PSI. Piping must stand the test for a period of 24 hours without leaking. F. Chlorination of the domestic cold and hot water piping systems in accordance with standard testing procedures and local health department requirements. Testing by a firm such as Bennet -Marine or equal. Submit certificate of satisfactory test results. G. Upon completion of testing, certify to the Architect, in writing that the specified tests have been performed and that the installation complies with the specified requirements. H. Gas piping system shall be tested with 150 PSIG air for one hour. 3.03 PIPING INSTALLATION A. Make changes in size of pipe with reducing fittings; bushings will not be permitted except for bell shaped copper bushings. B. Install dielectric insulating unions in water piping between copper piping and ferrous piping or equipment - Epco, or equal, C. Install exposed polished chrome connections from fixtures or equipment with special care. Show no tool marks or threads at fittings. D. Cap openings in piping during construction. E. Provide 85% red brass pipe IPS, in connection to faucets, flush valves, hose bibbs or similar items requiring rigid piping. Extend brass pipe from fixture to point where piping can be securely fastened to building construction. All exposed piping and stop valves in connection to fixtures shall be chrome plated brass. F. Install unions adjacent to valves and where necessary to facilitate disassembly of piping. G. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with escutcheons. Manufacture special sizes of escutcheons from steel and prime coat some. Cut in round, rectangular or square space to provide a clean appearance acceptable to the Architect. H. Support piping independently of equipment to which it is connected. I. Make copper solder joints with 95/5 solder, or silfos; clean surfaces to be joined free of oil, grease, rust or oxides and apply Flux to each joint before heating assembly. J. Rough -in and make final connections to all other equipment furnished under other Divisions, requiring plumbing connections. END OF SECTION PIPE MATERIAL SCHEDULE PIPE MATERIALS AG: ABOVE GRADE BG: BELOW GRADE � �� SERVICES oP �o� ��r oo� ooe� ooQe REMARKS COLD AG f1 WATER BG* • HOT AG WATER BG • AG ■ WASTE - BG • AG ■ ■ VENT BG ■ INSIDE • GAS OUTSIDE • PAINTED WITH RUST INHIBITING PAINT INDIRECT INSIDE WASTE OUTSIDE AG • STORM DRAIN BG =0 ' PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL REMARKS IN vOUGH-ICE HW WALL MOUNTED, ELONGATED FLUSH VALVE TOILET, TOP SPUD WITH WC-1 WATER CLOSET AMERICAN AFWALL 4" 2" 1-1/2 - J.R. SMITH 0210Y SERIES CARRIER, SLOAN ROYAL FLUSHOMETER MODEL ADA COMPLIANT STANDARD 2257.103 111 LOW CONSUMPTION (1.6 GPF) AND OLSONITE MODEL 95 OPEN FRONT WHITE SEAT LESS COVER. WALL MOUNTED, WHITE VITREOUS CHINA, 4" ON CENTER FAUCET HOLES, L-1 LAVATORY AMERICAN LUCERNE 2" 1-1/2" 1/2' 1/2 CONCEALED ARMS SUPPORT, SYMMONS SCOT METERING/TEMPERATURE ADA COMPLIANT STANDARD 0355.012 SELECTION FAUCET MODEL S-60-G-H (SET FOR 15 SECONDS) AND GRID DRAIN. BREAKROOM 25"x22"x7-1/2" SINGLE BOWL 20 GAUGE TYPE 302 STAINLESS STEEL S-1 COUNTER SINK ELKAY PSR-2522 2" 1-1/2" 1/2" 1/2" SELF RIM, ELKAY MODEL LK-2432-BH HI -ARC DUAL HANDLE FAUCET ADA COMPLIANT (4" BLADE HANDLES), ELKAY MODEL LK-35 STAINLESS STEEL BASKET STRAINER WITH FLEX STEM STOPPER. SEE NOTE 1. BREAK ROOM 93"x27.5"x14" TRIPLE COMPARTMENT 14 GAUGE TYPE 304 STAINLESS S-2 PREP. SINK ELKAY WNSF8345LR 2" 1-1/2" 1/2" 1/2" STEEL WITH RIGHT & LEFT DRAINBOARD, (2) ELKAY MODEL LK-66C DUAL ADA COMPLIANT MIXING FAUCET 6" SWING SPOUT, ELKAY MODEL LK-35 STAINLESS STEEL BASKET STRAINERS WITH FLEX STEM STOPPER. NSF CERTIFIED. 36"x24"x10" MOLDED STONE BASIN, FIAT MODEL 830-AA SERVICE FAUCET SS-1 MOP SINK FIAT MSB-3624 3" 2" 1/2" 1/2" WITH VACUUM BREAKER, FIAT MODEL 832-AA WITH 30" LONG FLEXIBLE HOSE AND HOSE BRACKET, FIAT MODEL 889-CC MOP HANGER, AND FIAT MODEL E-88-AA STAINLESS STEEL BUMPER GUARD. FD-1 FLOOR DRAIN ZURN ZN-415-P 3" 1-1/2 - - DURA COATED CAST IRON BODY, POLISHED NICKEL BRONZE TOP, 1/2" TRAP PRIMER CONNECTION. RD-1 ROOF DRAIN ZURN ZC-100 - - - - DURA COATED CAST IRON BODY WITH CAST IRON DOME. SEE PLAN FOR SIZES OD-1 ROOF DRAIN ZURN ZC-100-89 - - - - DURA COATED CAST IRON BODY WITH CAST IRON DOME AND HIGH EXTERNAL WATER DAM. SEE PLAN FOR SIZES EWC-1 ELECTRIC WATER COOLER ELKAY EBFATL8C 2" 1-1/2" 1/2" - SELF CONTAINED, TWO STATION WALL MOUNT, NO LEAD BARRIER FREE ADA COMPLIANT ACCESS. FS-1 FLOOR SINK ZURN Z-1901-KC 6" 1-1/2" - - 16"x16"x7" DEEP CAST IRON BODY AND SQUARE SLOTTED MEDIUM DUTY GRATE (1/2 GRATE). HB-1 HOSE BIBB ACORN 8151 - - 3/4" - WITH BACKFLOW PREVENTER. FREEZE PROOF IN COLD AREA. WALL HUNG, SIPHON JET, VITREOUS CHINA, 1 GALLON FLUSH, 3/4" URL-1 URINAL AMERICAN 6561.017 2" 2" 3/4" - TOP SPUD, WHITE WITH EXTENDED LIP, SLOAN 186-1.0 FLUSH VALVE STANDARD 1.0 GPF, JAY R. SMITH 635 CARRIER. HWH-1 ELECTRIC A.O.SMITH DSE-40 - - 1" 1" 40 GALLON, 50 GALLON/HR RECOVERY RATE AT 75' TEMPERATURE WATER HEATER RISE, 9 KW INPUT. NOTE 1. PROVIDE S-3 AS REQUIRED BY LOCAL HEALTH DEPARTMENT. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION A/C ABOVE CEILING AD AREA DRAIN A/F ABOVE FLOOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE A/P ACCESS PANEL B/C BELOW COUNTER B/F BELOW FLOOR B/G BELOW GRADE FAAV FRESH AIR AUXILIARY VENT -CD- CD CONDENSATE DRAIN -�1-- CV CHECK VALVE - - - CW COLD WATER PIPING c ON PIPING TURNING DOWN -- FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK ---- GV GATE/BALL VALVE -� HB/NFHB HOSE BIBB/NON-FREEZE HOSE BIBB H.C. HANDICAPPED �01 HD HUB DRAIN -- - - - HW HOT WATER PIPING O/H OVER HEAD oc --- P-TRAP PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTOR -� S S,W SOIL, WASTE PIPING (ABOVE GROUND) -- -S- - S,W SOIL, WASTE PIPING (BELOW GROUND) --�^�- SA SHOCK ABSORBER TP TRAP PRIMER -+�t-- --- UNION 0- UP PIPING TURNING UP _____-_ V VENT PIPING VTR VENT THRU ROOF F--- WCO WALL CLEANOUT L� WH/NFWH WALL HYDRANT/NON-FREEZE WALL HYDRANT Cam}- YCO YARD CLEANOUT WATER HEATER SCHEDULE SYMBOL LOCATION/ STORAGE GPH ELECTRICAL CRITERIA NOTES MODEL NO. CAPACITY REC./TEMP. RISE OUTLET KW GALLONS TEMPERATURE INPUT EWH-1 JANITOR'S CLOSET 10 8.3/75' 120T 1.5 1-5 DEL-10 NOTES: 1. PROVIDE EXPANSION TANK SIZED PER THE WATER HEATER MANUFACTURER'S RECOMMENDATION 2. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE 3. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 4. ALL UNITS SHALL MEET ASHRAE 90-7.5 AND ALL LOCAL CODE REQUIREMENTS. 5. DESIGN BASIS: A.O. SMITH, COMMERCIAL GRADE, DURO-POWER SERIES, ASME RATING NOT REQ'D, SINGLE ELEMENT OPERATION. GENERAL NOTES 1 PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF THE EQUIPMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, SPRINKLER, HEATING/VENTILATING/AIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO FAMILIARIZE HIMSELF WITH THAT WORK AND TO VERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED. 2 BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, ELBOWS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS, THEY SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST -TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. 3 ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY OR THEFT. PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. 4 ALL MATERIALS SUCH AS VALVES, FITTINGS, PIPING, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLY PROTECTED, AND ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE, ON A DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENT OBSTRUCTION AND DAMAGE. THE ABOVE REQUIREMENTS ARE MANDATORY. 5 THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF ANYSTATE, AND ALL COUNTY AND LOCAL CODES, CITY OF ANYTOWN LAWS OR ORDINANCES, INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. 6 ALL.WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE UNIFORM PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THE OCCUPATIONAL SAFETY AND HEALTH ACT, -THE AMERICAN GAS ASSOCIATION, AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE SPECIFICATIONS. 7 PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM, EXCEPT WHEN -THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. 8 THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRESSES, MARK CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS ISSUED BY THE ENGINEER. 9 THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES, AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND INSTALLED. 10 MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO, MARK LOCATIONS OF ALL VALVES AND VARIOUS EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLY DURING CONSTRUCTION. 11 AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATA NOTED ON MARKED -UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYOND LIMITS OF BUILDING, SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT. THE PRINTS WILL BE RETURNED WITH APPROPRIATE COMMENTS AND RECOMMENDATIONS. THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE REVISIONS, ADDITIONS AND DELETIONS OF WORK, SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. 12 WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE -STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE -STOP MATERIAL SHALL BE PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL, AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT. 13 ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES. 14 PIPING SHALL BE PITCHED TO POINTS OF DRAINAGE WITH CONSTANT UNIFORM SLOPE. 15 INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS. 16 GRADE WATER PIPING AS SPECIFIED, GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT TOWARD THE POINT OF DISPOSAL. WHEN APPROVED BY ADMINISTRATIVE AUTHORITY, PIPE SIZE 4" AND LARGER MAY HAVE A SLOPE OF NOT LESS THAN 1/8" PER FOOT. 17 WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. 18 FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING, TO STACKS. 19 INSTALL SECTIONALIZING VALVES WHERE INDICATED ON PLANS AND ON EACH BRANCH LINE TO MULTI - FIXTURE GROUPS. LOCATE VALVES FOR EASY ACCESS AND OPERATION; DO NOT CONCEAL. DO NOT LOCATE VALVE STEMS BELOW HORIZONTAL UNLESS INDICATED ON PLANS. 20 WATER SUPPLY TO ALL FIXTURES AND CONTAINERS SHALL BE SO INSTALLED AS *TO PREVENT POSSIBLE BACK SIPHONAGE OF POLLUTED WATER. ALL SUPPLIES SHALL BE EITHER ABOVE THE FLOOD RIM OF THE FIXTURE OR SEPARATED FROM THE DRAINAGE END BY MEANS OF VACUUM BREAKERS. 21 PROVIDE PIPING AND FIXTURE 'TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING SOIL, WASTE, DRAIN AND VENT FACILITIES. 22 LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPE AND DRAINS. 23 PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 50' OR AS REQUIRED BY LOCAL PLUMBING CODE AND WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS. INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING. CLEANOUTS SHALL BE THE SAME SIZE AS PIPE SERVED EXCEPT THAT NO CLEANOUT NEED BE LARGER THAN 4". 24 INCREASE ALL VENT PIPES AT LEAST TWO PIPE SIZES 12" BELOW ROOF AND EXTEND TO 12" ABOVE ROOF. MINIMUM VENT THROUGH ROOF TO BE 4". 25 SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BE CONTINUOUSLY UPWARD AND SO THAT NO LOW POINTS WILL BE DRAINED. 26 SEWER PIPES SHALL PASS THROUGH FOUNDATION WALLS NOT LESS THAN 3'-6" BELOW FINISHED GRADE TO TOP OF PIPE. 27 MAKE TIGHT CONNECTION BETWEEN WATER CLOSET FLANGES AND EARTHENWARE FIXTURE BY MEANS OF AN APPROVED MOLDED WAX RING OR SETTING COMPOUND AND BOLTING. 28 VENTS: PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER -TIGHT AT ROOF WITH 4 LB. SHEET LEAD; EXTEND INTO ROOFING FELTS AT LEAST 24" FROM PIPES. EXTEND LEAD COLLAR UP AROUND OUTSIDE AND TURN DOWN INSIDE VENTS AT THE TOP. 29 ALL PLUMBING FIXTURES AND PIPING IS TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY LABELED. 30 PIPING PASSING THROUGH CONCRETE FLOORS SHALL HAVE ADEQUATE PROTECTION AGAINST BREAKAGE. PIPING THROUGH CONCRETE OR MASONRY WALLS SHALL NOT BE SUBJECT TO ANY LOAD FROM BUILDING CONSTRUCTION. 31 INSULATE ALL RAIN WATER LEADER AND CONDENSATE DRAIN PIPING LOCATED INSIDE THE BUILDING. DRAWING INDEX KPO.0 PLUMBING LEGEND, NOTES, SCHEDULES & SPECIFICATIONS KP1.0 PLUMBING FLOOR PLAN KP2.0 PLUMBING ENLARGED FLOOR PLAN KP6.0 PLUMBING DETAILS REVISION # 16 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Ard'-flte;:tu e - interior Design " Planning 7`0.,10.394.1314 RF D RB E F G H A ANCHOR B C D CONSULTANT 71 Jordan & Skala Engineers, Inc, 73 Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30011 71 PHONE (770)447-5547 FAX (770)448-0262 EMAIL• Ise®jordonskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL 0� REV 1S10NS # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT 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. TEI�,dANT �®sr puus� WORLD 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA UL IENT 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 PFIILL IPS JOB NUMBER 0208616 ISSUE DkFE - 05/14/04 DRAVVN BY/CHEF RED BY JMW/RVVF DRAB, IING TITLE, PLUMBING LEGENDS, NOTES, SCHEDULES & SPECIFICATIONS KPOmO ...... . _ §§55 1 2" DOMESTIC SERVICE B/G & UP W/ METER & RPBP 5'1.00` YV 6"F B/F & UP — W/ BACKFLOW PREVENTOR INSTALLED IN VERTICAL. 3/4"CW A/C & DN TO HB-1 4"F TO FDC s_€: ...................... , e ........................ �--- 4„,.... '....D2..te ....................... 2 >i< T'TP-A2 trr Tyr A2 ... t A t'..., A: OI I @ do Wd0"I PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning RF I__I J D RB C D E F G H CA ANCHOR 9 CONSDLI"ANT Jordan & Skala Engineers, Inc. 73 Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 Eljse®jordonskala.com COPYRIGHT © 2004 JORDAN & SKAIA ENGINEERS INC. SEAL EViSIONS ti # DATE DESCRIPTION A 08/02/04 INTERIOR UPFIT This document is r0- 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 COST pLUSS WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CL I NT 3 .. 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 NWAISER 0208616 ISSUE DA`1"r 05/ 14/04 DRRA IN WCHECKED BY JMW/RWF DRAWIN 'TITLE TENANT FLOOR PLAN - PLUMBING NORTH TENANT FLOOR PLAN - PLUMBING 0KP 1.0 SCALE: 1/8" _ 1'-0" REVISION # 16 SUMMARY A. ADDED SHEET -r 1 I V 1 UV NORTH 0 SHELL FLOOR PLAN KP1.1 SCALE: 1 /8" = 10 -0" REVISION # 17 SUMMARY A. REVISED PLAN TO MEET TENANT CRITERIA REVISION # 13 SUMMARY A. OMITTED GAS PIPING REVISION # 5 SUMMARY PHILLIPS MOMMOM P A R T N E R S H I P Architecture - Interior Design - Planning Pl— 770.3941616 P- 770.3941314 RF RE J D RB E F G H FA ANCHOR B D C CONSULTANT Jordan & Skala Engineers, Inc. C3Project Number - 0410070 ��JJ 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)44'-0262 EMMANIL• jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL - vv REVISIONS # DATE DESCRIPTION 0 06/01 /04 MEP COORDINATION 0 07/26/04 Misc. V/E Items Q 07/26/04 MEP SHELL REVISIONS 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 cosT FLus WORLD 2251 W.P. BALL BOULEVARD PROJECT - THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER- 0208616 ISSUE DATE DRAWN BY/CHECKED BY ,1MW/RWF DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER K �p 1 I® 1 ■ A. ADDED SHEET ®�' SS-1: 3"W, 2"V, 1/2"HW/CW A/C EWH-1: 1" INLE RUN T&P FULL JANITOR'S SINK 3/4"HW/CW A/C TO PREP SINK 1 /2" VAVLED HV TO COFFE MAKE 4"S B/G ® 1 % I.E. 48.17' 4" URL-1: 2"S, 2" r ENLARGED RESTROOM/BREAKROOM SCALE: N.T.S. -1: 2"W 2"V 1/2"CW NC-1: 2"W, 2"V, 1/2"CW -1: 2"W, 2"V, 1/2"HW/CW 4"S 2"V 1 "CW -r"V UP &VTR \� 2„ \ 1"\ 3/4» f 3/4" " 1" � i \ \ i I I \\ 3/4" 13/4" I I \ i is i COFFEE 1/2"i 11/2" \ i�2 I MAKER 3 4� V PREP SINK BREAKROOM SINK 2"II3/4" WATER I COOLER II \/ LAV II 1 /2 LAV 3/4"'--, WC i \ URL°l 1 1/ 2„ 3/4" � i LAV I 12" �'\' ii^�'\ a 2„ a�' v 1 1 /2> ®° LAV SA "C„ I � 2 I I /� \ „ WC I / � 1 / 3 FD // \\�2 WC 1" JANITOR'S /2" SINK ell O IN, 1\� 12" BREAKROOM 12 �. \ 3„ SINK .� 12 \ \ 2" i \ I 1»\ \ I I \ I I I 1/2"I I1/2" I I JANITOR'S SINK I I WH I SANITARY AND WATER ISOMETRICS SCALE: N.T.S. VTR NC REVISION # 16 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture - In'ter for Design " Planning q ,.- 770394A 0,3 4 4 RF D RB E:F[a�] EA ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc, Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL Ise®jordanskala.com COPYRIGHT© 2004 JORDAN & SKALA ENGINEERS INC. SEAL 1�� I REVISIONS # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT This document is D 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 GIST PLUS WORLD le-3% r-Al lnr-TC- ill / %/A/ l 11 I.. FLOOR LINE"� LEVER Wi CONTROL (TYPICAL) r LJ_\ IN N & HW. EXTEND TO JT HAND WASH SINK. (2) FAUCETS W/VACUUM SEE FIXTURE SCHEDULE ZURN Z-1700 SHOKTROLS SIZE-100 1 /2" CW & HW. EXTEND TO II II II ADJACENT HAND WASH SINK. _�'�END OF DISCHARGE 2" SPOUT INDIRECT WASTE TO FLOOR SINK FLOOR SINK E-I C\ / A TI n K I 3" WASTE LINE PREP SINK DETAIL VACUUM BREAKER BY P.C. ��— GATE/BALL VALVE BY P.C. (TYP.) �'_ Cw 3/4" HANGERS INSTALLED EACH SIDE OF EXP. TANK ,FOR SUPPORT (N)THERMAL EXPANSION TANK AMTROL #AST-5 3/4" RUN FULL SIZE TO MOP SINK. DRAIN VALVE BY P.C. 6" L SHELF ABOVE MOP SINK, SHELF & BRACKETS BY GENERAL CONTRACTOR SEE ARCHITECTURAL DRAWING FOR DETAILS, INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. UNION BY P.C. (TYP.) 3/4" T & P RELIEF VALVE BY P.C. (E)WATER HEATER SEE PLUMBING FIXTURE SCHEDULE FOR ADDITIONAL INFO. 2" WIDE, 20 GA. SHEET METAL BAND, SECURE TO WALL FOR SEISMIC BRACING WHERE REQUIRED BY CODE. (BY P.C•) GALV. DRIP PAN BY P.C. SEPARATE INDIRECT DRAINS TO TO MOP SINK. NOTES 1. DRAIN PAN : MIN 1-1/2" DEEP, MIN THICKNESS 24 GAUGE AND SUFFICIENT SIZE AND SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM WATER HEATER. WATER HEATER DETAIL NTS 10 I __ INDIRECT 1. I ��--------3 WASTE I I --------- CO PLUG FINISHED LINES L -1 L J 2x INLET (THREADED) FLOOR PIPE DIA. WATER -PROOF AIR GAP MEMBRANE .A A ; ., • a. I 4 ••. • . ♦: 'a, UNION • A 12" �, •' . • ; • CONCRETE A , A/C UNIT ' ♦ ` • • 4 • ♦ I ♦ d, STRUCTURAL STAB ♦ ♦ a „ ♦A. 5 g 'A® • d. ♦ ♦d r.� '. "! A s4• ; •' A♦ TO RD DRAIN PAN ♦, •' • ' • ' • • � . A. A ', , ♦ . I ' ' ' ' . + " " TYPE MCOPPER I I DRAIN LINE PIPE SIZE-i-I I I TUBING W/ - SHALL BE AT LEAST AS NOTED WROUGHT COPPER THE SAME SIZE AS ON PLAN I ' I FITTINGS THE NIPPLE ON THE DRAIN PAN NOTE: INDIRECT WASTE PIPING EXCEEDING 5' GREATER THAN OR EQUAL IN LENGTH SHALL BE TRAPPED WITH THE TO INTERNAL FAN STATIC EXCEPTION OF CLEAR WATER WASTES. PRESSURE. COORDINATE WITH MECHANICAL CONTRACTOR FLOOR SINK DETAIL NTS 5 CONDENSATE DRAIN TRAP DETAIL NTS 1 TERMINATE 10'-0" FROM ANY OUTSIDE AIR COLD WATER MAIN, INTAKE OR OPENABLE WINDOW. 2'-0" MIN FROM ANY WALL OR — STRUCTURE. SEALANT 1 /2" r- COUNTER FLASHING SLEEVE TRAP PRIMER TP HEIGHT PER LOCAL CODE SEAMLESS LEAD VALVE 1 6" MIN FLASHING \ STEEL REINFORCED VACUUM BREATHER \ BOOT PORTS. / \ IF 11 /--- FIN. FLOOR �/ �- HOT MOP TRAP PRIMER DETAIL NTS 6 NOTE: WHERE PIPING IS EXPOSED AT FINISHED WALLS, FLUSH MOUNT SLEEVE AND PROVIDE ESCUTCHEON PLATE. SCH 40 PVC OR - GALV STEEL SLEEVE SECURE TO PARTITION TYP FOR NON -INSULATED NOTES: TYP FOR MASONRY 6PE6ONCRETE WALL PIPE W/OR W/OUT CAULK AND SEAL ANNULAR INSULATION SPACE BETWEEN PIPE AND SLEEVE INTERIOR EXTERIOR CAULK AND SEAL ANNULAR SPACE BETWEEN PIPE SCH 40 PVC OR AND SLEEVE GALV STEEL SLEEVE SECURE TO PARTITION ESCUTCHEON PLATE WHERE EXPOSED �_----------- I-- - INSULATION ( 3/4" PLYWOOD ESCUTION PLATE: AND JACKET I II 1 CUT TO TIGHTLY FIT EA. PIPE PIPE 2 SIZED AS REO'D; SEAL W/ PAINT ALL SIDES 3 FINISH PAINT TO MATCH ADJACENT WALL AREAS 4 FASTEN TO WALL W/ FLATHEAD SCREWS PIPE THRU WALLS DETAIL NTS 7 MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 1 " 1 11/4 11/2 2 21/2 3 4 PIPE 7 FT 7 7 9 10 11 12 14 TUBING 5 FT 6 7 8 8 9 10 12 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED ADJUSTABLE CLEVIS HANGER TYPICAL PIPE H 1 /2" DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH CHANNEL 1 /2" 12 CAGE `gg"" CHANNEL OR 2"x2"x1/2" 1,1 MAX7 ANGLE SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD ANGERS DETAIL NTS 8 VENT THRU ROOF DETAIL 18 GAUGE ROUND GAL\ CLEANOUT TEE CLEANOUT PIPE WALL CLEANOUT DETAIL TH I OOF CONSTRUCTION, ;.A.D., AND S.S.D. VENT PIPE, SEE PLANS NTS ACCESS COVER FINISHED WALL NTS U' 0(-\KI-77 A Tr-rl 'rr\M FLOOR CLEANOUT DETAIL �SHING E 9 NTS 1 4 REVISION # 16 SUMMARY A. ADDED SHEET P A R T N E R S H I P Arch0recture - Interior Design - Plannili F RF p J C RB E IF H qA ANCHOR g C D CONSULTANT ITI Jordan & Skala Engineers, Inc. F3Project Number - 0410070 [715365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (7747-5547 FAX (770)448-0262 E0)4L jse®jordonskalo.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS ti # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT 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 COST pLUS WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 {p] SA,NFORD, FLORIDA C_ IENI 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 PHI WPS )OB NUMBER 0208616 ISSUE DATE DRAWNy� '3 �3 gg y^�/ 05/14/04 DRAWN ids(/��.3"-%E2,,,fal~D BY JMW/RWF DRkA'ING TITLE PLUMBING DETAILS LIGHTING FIXTURE SCHEDULE SYMBOL MODEL # MANUFACTURER LAMP MOUNTING VOLTAGE DESCRIPTION A8 81R-232T-277V TIS-232-277V BRILLIANT LIGHTING DAYBRITE (4)FO32/835 PENDANT 277 8' TANDEM INDUSTRIAL SOLID TOP REFLECTOR 277V ELECTRONIC BALLAST. A4 IR-232-277V IS-232-277V BRILLIANT LIGHTING DAYBRITE (2)FO32/835 PENDANT 277 4' 2 LAMP INDUSTRIAL SOLID TOP REFLECTOR 277V ELECTRONIC BALLAST. B STD-16-GALV ANCHOR LIGHTING 150A21 FR 13141 PENDANT 120 16" GALVANIZED STD. DOME REFELECTOR WITH 10' WHITE CORD AND CANOPY. D L.5130-70EP-120V HALO CDM-70PAR L MFL TRACK 120 70W PAR30 FLOOR METAL HALIDE TRACK FIXTURE. D1 L650 SERIES HALO N/A TRACK 120 4' OR 8' TRACK AS NEEDED. E EDS-2-WH-120 277V PRESCOLITE 7.2W T-5 WALL 120 277 TWIN HEAD EMERGENCY LIGHT. WALL MOUNT ONLY. H AWN4-232-EB8-277V COLUMBIA LIGHTING 2 FO32 835 SURFACE 277 2-LAMP 4' WRAPAROUND WITH ELECTRONIC BALLAST J J24-332G-FAS12-3E8-277V COLUMBIA LIGHTING 3 FO32 835 RECESSED 277 2'X4' TEE BAR LAY WITH PRISMATIC LENS 3 LAMP ELECTRONIC BALLAST 277V K IS-232-277V-P8 BRILLIANT LIGHTING 2 FO32 835 SURFACE 277 2 LAMP 4' OPEN STRIP L 81R-232T-277V BRILLIANT LIGHTING 4 FO32 835 PENDANT 277 8' TANDEM INDUSTRIAL SOLID TOP REFLECTOR 277V ELECTRONIC BALLAST. M HPWL-100-MT-LL-WG WL LUMARK 10OW HPS SODIUM WALL 277 10OW HPS WALL PACK WITH LAMP AND WIREGUARD N BN-11-100HPS-WHT WITH LAMP SPAULDING LIGHTING 10OW HPS SODIUM PENDANT 277 10OW HPS FLOODLIGHT WITH LAMP YOKE MOUNTING 0 93057M9-175MHFE-277V-93057M71-B6 PRESCOLITE 175W MH LAMP RECESSED 277 12" RECESSED LENSED HID DOWNLIGHT WITH FRESNEL LENS X XT-3-REN-WH PRESCOLITE LED SURFACE 120/277 LED EMERGENCY EXIT LIGHT RED LETTERS UNNERSAL MOUNTING WHITE BACKGROUND. X1 XTC-3-REN-WH- 1 20/277V PRESCOLITE 2 7.2W T-5 SURFACE 120 277 LED EMERGENCY EXIT LIGHT RED LETTERS UNIVERSAL MOUNTING WHITE BACKGROUND WITH 2 HEADS ATTACHED. NOTE: ALL LIGHTING FIXTURES AND LAMPS ARE PURCHASED THROUGH A NATIONAL ACCOUNT VENDOR. SEE COVER SHEET T1.0 FOR VENDOR. SECTION - 16000 ELECTRICAL PART 1 - GENERAL 1.01 SCOPE OF WORK: Furnish and Install all materials and equipment and provide all labor, tools, transportation, superintendence and services required and necessary to complete the work shown on the drawings and/or specified herein. Also are included all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete installation including all accessories and appurtenances required for testing the system. It is the intent of the drawings and specifications that all systems be complete, and ready for operation. 1.02 REGULATORY REQUIREMENTS: Code compliance is mandatory. Nothing in these Drawings and Specifications permits work not conforming to these codes. Where work is shown to exceed minimum code requirements, comply with drawings and specifications. All work and materials shall comply with the latest rules, codes and regulations, including, but not limited to the following: 1. Occupational Safety and Health Act Standards (OSHA). 2. NFPA #70: National Electric Code (NEC). 3. NFPA #101: Life Safety Code. 4. State Fire Marshal. 5. Local Utilities Companies. 6. Landlord requirements. 1.03 LICENSE, FEES AND PERMITS: Electrical contractor shall pay for all licenses, permits and inspection fees required by the authority having jurisdiction and shall arrange for all required inspections. 1.04 SAFETY AND INDEMNITY: The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of work. This requirement will apply continuously and not be limited to normal working hours. No act, service, drawing review or construction review by the Owner, the Engineers or their Consultants, is intended to include review of the adequacy of the Contractor's safety measures, in, on, or near the construction site. 1.05 DRAWINGS AND SPECIFICATIONS: All drawings and all Divisions of these specifications shall be considered as a whole and work of this Division shown anywhere therein shall be furnished under this Division. Drawings are diagrammatic and indicate the general arrangement of equipment and wiring. Most direct routing of conduits and wiring is not assured. Exact requirements shall be governed by conditions of the job. Consult all other drawings in preparation of the bid. Extra lengths of wiring or addition of pull or junction boxes, etc., necessitate by such conditions shall be included in the bid. 1.06 CONDITIONS AT SITE: The electrical contractor shall have examined the site and familiarized themselves with all discernible existing conditions. No extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not. 1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS: Only quality workmanship will be accepted. Haphazard or poor installation will be cause for rejection of work. 1.08 SUBSTITUTIONS: One or more makes of materials or methods may have been specified to establish the standard of quality, workmanship, finish and design required, but other materials or methods equal in quality, workmanship, finish, design, and guaranteed performance, will be accepted. However, all changes and substitutions shall be requested in letter form and shall be accompanied with a statement of the amount of money to be returned to the contract if the substitution is permitted. No work involving materials submitted for substitution shall proceed until written acceptance is received from the Owner. The Owner is the sole judge of acceptability of preferred substitutions. If a substitution item is permitted, and any re -design effort is thereby necessitated, the required re- design shall be at the Contractor's expense. 1.09 COORDINATION: Coordinate work with other trades to avoid conflict and to provide correct rough -in and connection for equipment furnished under other trades that require electrical connections. Inform Contractors of other trades of the required access to and clearances around electrical equipment to maintain service accessibility and code compliance. Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before fabricating work. Report necessary changes in time to prevent needless work. Changes or additions, subject to additional compensation, which are made without written authorization and an agreed price, shall be at the Contractor's risk and expense. 1.10 CUTTING AND PATCHING: All cutting and patching required for work of this Division is included herein. Coordination with General Contractor and other trades is imperative. Contractor shall bear the responsibility for and the added expense of adjusting for improper holes, supports, etc. 1.11 ACCEPTANCE DEMONSTRATION: Upon completion of the work, at a time to be designated by the Owner, the Contractor shall demonstrate for the Owner the operation of the electrical installation, including any and all special items installed by him or installed under his supervision. Properly set automatic time switches to perform switching operations in accordance with schedules provided by the Owner's representative, and demonstrate (using the manufacturer's operating instructions) how to override and/or test time switches programming. 1.12 CLEAN-UP: Rid the premises of scrap materials, trash and debris both during construction and at completion of the project. Leave the building and surrounding area in a clean and orderly condition. 1.13 GUARANTEE: Guarantee the installation free from defects of workmanship and materials for a period of one year after Date of Certification of final payment and promptly remedy any defects developing during this period, without charge. 1.14 TEMPORARY SERVICES: Provide adequate and safe temporary electrical power and lighting throughout the construction and finishing of the premises. In addition to special or unusual requirements, provide at least these items: 1. Three 20-amp circuits for construction power tools. Provide GFI temporary circuits with coverplates to meet OSHA requirements. 2. Three or more light strings suspended approximately one foot below the height of finish ceiling with lamps spaced not more than twelve feet on centers. Strings shall be run the length of the store space parallel to the demising walls, with one string within eight feet of each wall and one (or more) intermediate string(s) arranged to limit the spacing between rows to sixteen feet or less. 3. Flood lighting and task lighting for painting and other finish work. When permanent electrical service is operable, disconnect and rernove from the premises the materials and equipment used for temporary power and lighting, and restore modifications and repair damage caused by the installation, use or removal of temporary service provisions. SPECIFICATIONS GENERAL NOTES 1 . ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. 2. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION, SUPERINTENDENT AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREIN. ALSO ARE INCLUDED ALL OTHER WORK AND MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED, BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCES REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE, AND READY FOR OPERATION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. ALL FIXTURE AND DEVICE LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS SUPERSEDE THOSE SHOWN ON ELECTRICAL PLANS. 4. REFER TO MECHANICAL, PLUMBING, LANDSCAPE AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT, RATINGS, RELAYS, TIME SWITCHES AND OTHER CONTROL & AUXILIARY DEVICES AND CONTROL WIRING DIAGRAM. 5. ALL EQUIPMENT TO BE LISTED BY AN ACCEPTABLE TESTING LABORATORY AND SHALL BEAR THE LABEL IN A READILY ACCESSIBLE LOCATION. 6. FURNISH AND INSTALL UFER POWER AND TELEPHONE GROUNDS IN ACCORDANCE WITH THE SPECIFICATION. ENSURE THAT THE POWER GROUND IS INSTALLED OUTSIDE THE UNDERGROUND PULL SECTION. 7. ALL UTILITIES COMPANIES TRENCHING AND BACKFILL SHALL BE DONE TO ACCOMMODATE POWER, GAS AND TELEPHONE SERVICE LINES. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PG&E FOR POWER AND GAS TRENCHING AND CONDUIT REQUIREMENTS AND PACIFIC BELL FOR TELEPHONE TRENCHING AND CONDUIT REQUIREMENTS. PRIOR THE COMMENCEMENT OF THE WORK, THE ELECTRICAL CONTRACTOR SHALL OBTAIN PG&E AND PACIFIC BELL COMPLETED SUBSTRUCTURE DRAWINGS AND SCHEDULE A JOBSITE COORDINATION MEETING WITH ALL INVOLVED PARTIES TO DETERMINE ALL RESPONSIBILITIES AND REQUIREMENTS. 8. PROVIDE CODE SIZED GROUND IN ALL CONDUITS. 9. ALL DEVICES IN EXTERIOR AREA SHALL BE WEATHERPROOF. 10. OFFSET ALL RECEPTACLES AND OUTLETS IN THE OFFICE AREA ON EITHER SIDE OF WALL STUD IN ORDER TO REDUCE TRANSMISSION OF ANY SOUND. PART 2 - PRODUCTS 2.01 MATERIAL APPROVAL All materials must be new and bear Underwriter's Laboratories label. 2. Winding temperature rise shall be 250 degrees Centigrade in accordance with UL Materials that are not covered by UL testing standards shall be tested and Specification Article 506. approved by an independent testing laboratory or a governmental agency. 3. Transformer shall be capable of operating at 100% of nameplate rating continuously Material not in accordance with these specifications may be rejected either while in an ambient temperature not exceeding 40 degrees Centigrade. before or after installation. 4. Transformer shall meet the daily overload requirements of ANSI Standard C57.96. 2.02 CONDUITS AND OTHER RACEWAYS: C. Vibration Isolation, Factory Installed. A. Rigid Steel: Hot -dipped galvanized. Provide neoprene rubber pads to isolate core and coil assembly from transformer enclosure. B. Intermediate Metal Conduit (IMC): Hot -dipped galvanized. C. Electrical Metallic Tubing (EMT): Electro-galvanized. D. Installation: D. Wireway: Code gouge steel, with knockouts and hinged cover, corrosion 1. Anchor transformer securely with minimum 1/2" diameter botls. Strength of bolts resistant gray baked enamel finish. used to secure the transformer shall be sufficient to resist shear and uplift E. Provide fittings and accessories approved for the purpose equal in all produced by force equal to 1/2 of the equipment mass applied horizontally at respects to the conduit or raceway. EMT connectors and couplings shall be center of gravity. steel setscrew type indoors and steel compression type in wet locations and 2. Provide 1" 'thick high resitiency pods to isolate transformer from floor or platform. outdoors. Korfund 'Elosto Rib' or equivalent. 2.03 WIRES AND CABLES: 3. Use flexible conduits at least 24" long for electrical connections. A. For power and lighting system 600V or less: fixture or device to panelboard, which must be rigid). 1. Conductor: minimum size #12. AWG. 4. Provide grounding of each transformer secondary including all conduit, wire and G. #12 and #10 AWG solid copper. connectors in accordance with NEC 250-26 and any local additional regulations. b. #8 AWG and larger shall be stranded copper. 2. Insulation type: PART 3 - EXECUTION a. #12 to #1 AWG: THWN for wet or underground and THHN for dry locations. 3.01 GENERAL: b. #1/0 through #4/0 AWG: XHHW (55 mils). A. Electric system layouts indicated on the drawings are generally diagrammatic and C. #250 MCM and larger: XHHW (65 mils). shall be followed as closely as actual construction and work of other trades will d. Grounding wire: TW. permit. Govern exact routing of cable and wiring and the locations of outlets B. For signal and communications circuit: by the structure and equipment served. Take all dimensions from architectural 1. Special cables shall be as required per Owner. drawings. 2. Conductors for general use shall be stranded copper conductor, #16 AWG B. Consult all other drawings, verify scales and report any dimensional discrepancies minimum, with THWN insulation for underground or wet locations and THHN or other conflicts with Owner before submitting bid. insulation for dry locations. C. All home runs to panelboards are indicated as starting from the outlet nearest C. Wires and cables installed in ceiling space without raceway shall be plenum rated. the panel and continuing in the general direction of that panel. Continue such D. Acceptable Products: General Electric, Anaconda, Okonite, Paranite or circuits to the panel as though the routes were completely indicated. Terminate Triangle products conforming or exceeding applicable IPCEA standards. homeruns of signal, alarm, and communication systems in a similar manner. 2.04 OUTLET BOXES, JUNCTION AND PULL BOXES: D. Avoid cutting and boring holes through structure or structural members wherever A. Outlet boxes: 4" square x 1-1/2" deep (or larger) galvanized sheet possible. Obtain prior approval of Owner and conform to all structural requirements when cutting or boring the structure is necessary and permitted.I. steel KO -type with plaster ring and cover for general interior use and cast I E. Furnish and install all necessary hardware, hangers, blocking, brackets, bracing, metal type FS or FD with matching screw covers for exterior and exposed runners, etc. required for equipment specified under this Section. interior locations (gasketed in damp or wet locations). B. Junction boxes shall be some as outlet boxes up to 42 cu. in. and code- F. Provide necessary backing required to insure rigid mounting of outlet boxes. gauge steel in larger sizes with surface or flush -type screw -mounted trim 3.02 WIRING METHODS: covers, both boxes and covers inhibitor -primed and painted inside out. C. Pull boxes shall be same as junction boxes unless indicated otherwise on A. In concealed spaces where the use of "ROMEX" and "BX" wiring is permitted by all the drawings, with covers. applicable codes and regulations, provide factory -fabricated, pre --assembled "NMC" "AC" D. Telephone outlet boxes shall be the type and size required by the UL-labeled type and type cables as preffered wiring method for serving telephone company but not smaller than 4-11/16" square x 2-1/8" branch circuits. A grounding conductor shall be provided in each cable. "A" deep with single -gang ring and Sierra #S-754N split plate bushing. B. When conditions determined in above are not met, install all wiring in raceway, or use MC cable where approved by all applicable codes and regulations. 2.05 WIRING DEVICES AND PLATES: Conduit shall be rigid steel, IMC or EMT as follows: Wiring devices and plates shall be by Pass and Seymour or approved equal. 1. Above ground: Use rigid steel, IMC or EMT. 1. Standard design: a. Wet locations: Rigid steel or IMC only. a. Switch and receptacles devices shall be plastic bodies, color per architect. b. Locations subject to mechanical injury: Rigid steel or IMC only. b. Wall plates shall be metal type 430, stainless steel, color to match . device color. C. Dry locations and not subject to mechanical injury: EMT, IMC or rigid C. Isolated ground receptacles shall be white with orange triangle as required steel conduit. per NEC, manufactured by "Leviton" # 5.362-IGW or approved equal. 2. Underground: Use rigid steel. 2.06 CONDUIT HANGERS: C. Use flexible conduits or MC cable in the following applications: For individual conduit runs not directly fastened to the structure, use rod 1. Final connections to motor. hangers manufactured by Caddy, Unistrut or Powerstrut. 2. Final connections into and out of the transformer. For multiple conduit runs, use Unistrut or Powerstrut trapeze type conduit 3. Final connections to vibrating equipment. support designed for maximum deflection not greater than 1/811. 4. Inter -connections between all light fixtures (not to include homerun from 2.07 WIRE CONNECTORS: fixture or device to panelboard, which must be rigid). For wire sizes #8 AWG and smaller: Insulated pressure type (with live spring) rated 5. Final connections where rigid conduit is not practical. 105 degrees C, 60OV, for building wiring and 1000V in signs or fixtures. Scotchlok or Ideal. 6. In walls (for light switches and 120V power receptacles and HVAC control For wire size #6 AWG and larger: T & B or equivalent compression type with 3M equipment). #33-I- or Plymouth "Slipknot Grey" tape insulation. D. Flexible metalic conduit or MC cable must be the some size as the rigid conduit 2.08 PANEL BOARDS: to which it is connected. A. Construction: Cabinets shall be of code gauge, galvanized steel, surface or flush E. The connection to outdoor equipment must be weatherproof, i.e. liquidtight or sealtight. mounted as indicated. Doors shall be of cold -rolled steel with concealed hinges and flush catch and lock. All panels shall be keyed alike. Panels located adjacentF. Minimum size of conduit shall be 1/2" for individual lighting fixture connections or to each other shall have identically sized enclosure and trims. Minimum panel width individual light switches if approved all applicable codes. Minimum size for all o locations be 3/4". If HVAC is to be in shall be 20". Finish exposed part with one coat of primer and one coat of light grey other c shall control wiring required run conduit, it shall be a 3/4" minimum, unless otherwise noted on drawings. All in/under floor enamel suitable for overpainting in field if desired. conduits shall be 3/4" minimum size. B. Bus Bars: Provide ground block with full complement of terminals in addition to 3.03 INSTALLATION OF CONDUITS: insulated neutral bus. Future breaker spaces shall have complete provision including A. General: busses and connecting hardware. C. Manufacturers: Ponelboards shall be General Electric Type "AT or type "AE" or 1. Run all conduit concealed unless otherwise noted or shown. equivalent products of Westinghouse, Square-D or Siemens-ITE. 2. Run all conduit parallel to or at right angles to center lines of columns and D. Circuit Breakers: Shall be quick -make, quick -break, molded case type: beams. 1. 120/240 Volt Panels: Shall be General Electric Type "0" line, bolt -on type, with 3. Conduits above ceilings shall not obstruct removal of ceiling tiles, minimum symmetrical interrupting capacity as shown. lighting fixtures, air diffusers, etc. 2. Provide multi -pole units with common trip element. 4. Conduits shall not cross any duct shaft or area designated as future 3. Circuit breakers used on "ON -OFF" control of fluorescent lighting (panelboard duct shaft horizontally. Conduit risers when allowed in duct shaft must be switching) shall be Underwriters' Laboratories listed and marked "SWD" to indicate coordinated with Mechanical work to avoid any conflict. their suitability. B. Conduit Supports: 1. Support conduits with Underwriter's Laboratories listed steel conduit E. Identification: Provide screwed -on (no adhesives) bakelite or photo -etched metallic supports at intervals required by the National Electric Code. Wires or sheet nameplate identification on outside of each panel showing panel designation, voltage metal strips are not acceptable for conduit support. Use conduit hangers for and phase in minimum 1/8" high letters. Each panel shall contain a metal -framed all conduits not directly fastened to structure and for all multiple conduit circuit directory inside cover, with plastic protector. runs. Do not attach any conduit to mechanical ducts or pipes. F. Complete shop drawings are required. See Article 1.08. 2. Individual conduits 1/2" and 3/4" size for lighting may be supported 2.09 LIGHTING: from ceiling support wires with Caddy clips only if acceptable to local code. A. Install all fixtures complete, including lamps and ballast ready for service. Only one conduit is permitted to be attached to any ceiling support wire. B. Supports: Proper supports and mounting accessories, such as hangers, stems, yokes, Hang such conduit so as not to affect level of ceiling. plaster frames, etc. shall be provided as required by the type of ceiling installed. 3. Avoid attaching conduit to fan plenums. When it is necessary to support Where swivel canopies or ball aligners are specified, they shall cause fixture to hang conduit from fan plenum, provide a length of flexible conduit between portion C. Fixture Designation: Fixture types are designated on drawings. 'Where only one fixture attached fan plenum and portion attached to the building to minimize designation is shown, it applies to all fixtures in that room or area. For exact fixture transmission of vibration to the building structure. count and location refer to reflected ceiling plan. C. Conduit Penetration: D. Wire 1-lamp and 3-lamp fluorescent fixtures in tandem where required by code. 1. Penetrating fire rated floor or wall: Install conduit in conduit sleeve or E. Ballasts: Advance, GE, or Approved high frequency electronic, full light output, energy framed opening. Seal penetration with fire retardant sealant specified herein. saving, Class "P", high power factor, ETL certified, sound rating "A" or as indicated on drawings. 2. Penetrating roof or exterior wall: Avoid penetrating roof or exterior wall where possible. Where penetrations are necessary, building weatherproof 2.10 MISCELLANEOUS MATERIALS: integrity must be preserved. A: Safety Switches: Heavy duty type, 60OV, horsepower rated for motors, fused 3. Penetrating sound insulated or air plenurn wall: Install conduit in or non -fused as required. Mount in enclosure with NEMA rating as required for conduit sleeve and seal penetration as detailed on the drawings. the specific application General Electric, Square D or Westinghouse. 4. Penetrating non -fire rated dry wall: Conduit sleeves are not required. 2.11 DRY TYPE TRANSFORMER Penetrations must be sealed with plaster prior to painting. Penetrations A. General: made after wall finish is applied must be as small as possible and provided Equipment shall conform to or exceed requirements of NEMA, ANSI Standard C892 with escutcheons, one on each side of wall. for dry type transformers for general applications. Acceptable products are those of 'Qr1T' 5. Penetrating suspended ceiling: Cut hole as small as possible to permit General Electric Company's line or equivalent Square d, Siemens - ITE or conduit penetration. Provide escutcheon for each conduit below ceiling. Westinghouse. B. Electrical Ratings: 1. Primary windings voltage: 480 Volts, 3-Phase, delta Secondary windings voltage: 208Y/120 Volts, 3-Phase grounded. Frequency: 60 Hz KVA rating: As shown on the drawings. Taps: Six (6) 2.5% full capacity taps: 2 above and 4 below rated voltage. Impedance: For transformer larger than 75 KVA, 4.5% minimum, 5.75% maximum. 3.04 INSTALLATION OF WIRES: A. Pull no wire into any portion of the conduit system until all construction work which might damage the wire has been completed. B. Install all wire continuous from outlet to outlet or terminal to terminal. Splices in cables when required shall be made in handholes, pull boxes or junction boxes. Make branch circuit splices in outlet boxes with 8" of correctly color -coded tails left in the box. C. Splices in wires and cables shall be made utilizing materials and methods described herein before. D. Make all ground, neutral and line connections to receptacle and wiring device terminals as recommended by manufacture. Provide ground jumper from outlet box to ground terminal of devices when the device is not approved for grounding through the mounting screws. E. Provide Brady wire markers where number of conductors in a box exceeds four. F. Megger and record insulation resistance of all 600 Volt insulated conductors size #4/0 and larger using 500 Volt megger for one minute. Make tests with circuits isolated from source and load. 3.05 WIRE COLOR CODE: Color coding shall be continuous for wire #12 through #10 AWG. Phase conductors #8 and larger and conductors of any size in cable assemblies may have colored phasing tape at terminations. Color code wires as follows: Voltage Phase A Phase B Phase C Neutral Ground 120/208V Black Red Blue White Green 277/480V Brown Orange Yellow Gray Green 3.06 GROUNDING: A. Electrical service and separately derived alternating current system shall be grounded in accordance with NEC Article 250-3 to 250-26, inclusive. B. Ground non -current carrying metal parts of electrical equipment enclosures, frames, conductor raceways or cable trays to provide a low impendance path for line -to -ground fault current and to band all non -current carrying metal parts together. Provide ground conductor in each raceway system in addition to conductors shown. Equipment ground conductor shall be electrically and mechanically continuous from the electrical circuit source to the equipment to be grounded. Size ground conductors per NEC Article 250-95 unless larger conductors are shown on drawings. C. Grounding conductors shall be identified with green insulation. Where green insulation is not available on larger sizes, black insulation shall be used and suitable identified with green tape at each junction box or device enclosure. END OF SECTION 56SIVA1104111111 _�J OS OS �G FI CE WP/GFI o I_I ° �a WP 0 �O ©i WF vss T 7 #10 0 LEGEND DESCRIPTION SINGLE POLE TOGGLE SWITCH, 120V, 20A, IVORY WITH STAINLESS STEEL PLATE 48" AFF, EXPOSED AREAS TO HAVE GARVIN FINISH PLATES. MANUAL START SWITCH WITH PROPER HEATER ELEMENTS (ALLEN-BRADLEY SERIES 600 TOGGLE SWITCH TYPE). CEILING MOUNTED OCCUPANCY SENSOR. WALL -MOUNTED OCCUPANCY SENSOR. DUPLEX RECEPTACLE, 120V, 20A, IVORY NYLON FACE WITH STAINLESS STEEL PLATE, 18" AFF OR AS NOTED. SAME AS ABOVE EXCEPT WITH GROUND FAULT INTERRUPTER SAME AS ABOVE EXCEPT WEATHERPROOF FLUSH POKE THROUGH DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE, 120V, 20A, IVORY NYLON FACE WITH STAINLESS STEEL PLATE, 18" AFF OR AS NOTED ISOLATED GROUND, DUPLEX RECEPTACLE, 120V, 20A, ORANGE NYLON FACE WITH STAINLESS STEEL PLATE, 18" AFF OR AS NOTED. ISOLATED GROUND, DOUBLE DUPLEX RECEPTACLE, 120V, 20A, ORANGE NYLON FACE WITH STAINLESS STEEL PLATE. JUNCTION BOX - 4" X 4" X 1-1/2" MINIMUM, SIZE AS REQUIRED FUSED DISCONNECT SWITCH i[IP►p�11610117[.'ZK1P►1►11141Wi Non COMBINATION MAGNETIC STARTER AND FUSED DISCONNECT SWITCH WITH HAND-OFF- AUTOMATIC BUILT IN COVER. RECEIVING BELL - EDWARDS #340-4N5-11 OV, MOUNT ON CEILING ON JOISTS OR 10'-0" AFF ON WALL OR COLUMN AS INDICATED ON PLAN, PER FIELD CONDITIONS. LOWER CASE LETTER CORRESPONDS TO CONTROLLING BELL BUTTON LABELED THE SAME. SAME AS ABOVE EXCEPT WITH EDWARDS #348 WEATHERPROOF BACK BOX PUSH BUTTON BELL BUTTON - EDWARDS #1785-11OV, MOUNT C-6" AFF. LOWER CASE LETTER CORRESPONDS TO BELL LABELED THE SAME. ELECTRIC MOTOR (HORSE POWER NOTED) ELECTRICAL PANEL WIREMOLD AUDIO HORN SPRINKLER WATERFLOW INDICATOR SWITCH SPRINKLER VALVE, SUPERVISORY (TAMPER) SWITCH DATA OUTLET, FLUSH MOUNTED IN 'NALL. TELEPHONE OUTLET, FLUSH MOUNT IN WALL, +18"AFF (UON). TELEPHONE/DATA OUTLET UNDER ONE COVER (ONE JUNCTION BOX), FLUSH MOUNT IN WALL, +18"AFF (UON). CONDUIT HOME RUN TO PANEL, TERMINAL CABINET, ETC., HASH MARKS INDICATE NUMBER OF 'WIRES. "#10" INDICATES WIRE SIZE. SIZE CONDUIT PER CODE U.O.N. PROVIDE J-BOXES AS REQUIRED PER NEC. HASH MARK IDENTIFICATION (EC TO PROVIDE GROUND WIRE IN EACH RACEWAY IN ADDITION TO CONDUCTORS SHOWN) INSULATED/ISOLATED GREEN GROUND CONDUCTOR (WHERE USED) NEUTRAL CONDUCTOR PHASE CONDUCTOR AND/OR SWITCH LEGS CONDUIT - CONCEALED IN WALLS OR CEILING, 3/4" WITH (2) #12 THHN/THWN Cu & (1) #12 THHN/THWN Cu GROUND U.O.N. CONDUIT - IN OR BELOW FLOOR, 3/4" WITH (2) #12 THHN/THWN Cu & (1) #12 THHN/THWN Cu GROUND U.O.N. PENDANT HUNG DOME LIGHT FIXTURE 8' FLUORESCENT STRIP LIGHT FIXTURE 4' FLUORESCENT STRIP LIGHT FIXTURE PENDANT HUNG FLOODLIGHT FIXTURE, SEE ARCHITECTURAL DETAIL EMERGENCY LIGHT FIXTURE, MOUNT AT 14'-0" A.F.F. UON VERIFY WITH LOCAL FIRE MARSHALL EXIT LIGHT OR COMBINATION EXIT/EMERGENCY LIGHT, MOUNT LIGHT ABOVE DOOR, TYP. 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE (NIGHT LIGHT) HIGH PRESSURE SODIUM FLOODLIGHT (NIGHT LIGHT), MOUNT AT BOTTOM OF STRUCTURE LIGHT FIXTURE TYPE, SEE LIGHT FIXTURE SCHEDULE-EO.0 ABBREVIATIONS ABBREVIATIONS DESCRIPTION AE APPROVED EQUIVALENT AFF ABOVE FINISHED FLOOR EF EXHAUST FAN EM EMERGENCY LIGHT NL NIGHT LIGHT NTS NOT TO SCALE PROVIDE FURNISH, INSTALL AND CONNECT. SAD SEE ARCHITECTURAL DRAWINGS G F I GROUND FAULT INTERUPTER SMD SEE MECHANICAL DRAWINGS UAC UNDER ANOTHER CONTRACT UAS UNDER ANOTHER SECTION UON UNLESS OTHERWISE NOTED WP WEATHERPROOF (E) EXISTING TO REMAIN N NEW CEA INSULATED CABLE ENGINEERS ASSOCIATION EO.0 EO.1 E1.0 E2.0 E3.0 LV-1 LV-2 DRAWING SCHEDULE SPECIFICATIONS, NOTES & SCHEDULES SINGLE LINE, PANEL SCHEDULES &. DETAILS LIGHTING PLAN POWER AND SIGNAL PLAN FIRE ALARM PLAN LOW VOLTAGE POWER PLAN SECURITY PLAN REVISION # 16 SUMMARY A. ADDED SHEET PHILLIPS Now__w P A R T N E R S H I P Architecture - Interior Design - Planning 770.3941616 '" 770.3941314 RF RE J R3 E F G H A ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, CA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EEAM(AAIIL• rse®jordanskala.com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 0 08/02/04 INTERIOR UPFIT 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 COST PLU�� 2251 W.P. BALL BOULEVARD VOLTAGE 277/480 WIRE: 4 MOUNTING: SURFACE NOTES: PANEL 'DP' BUS RATING: 400 PHASE: 3 AIC RATING: SERIES MAIN REQUIREMENT: 400 TYPE: NQOD CONDITION: NEW v E z .J CB P T LOAD DESCRIPTION LOAD KVA a. LOAD KVA LOAD DESCRIPTION CB P T z v 1 M ----- 7.30 A 7.30 ----- M 2 3 M 3 40 RTU-1 7.30 B 7.30 RTU-2 3 40 M 4 5 M ----- 7.30 C 7.30 ----- M 6 7 M ----- 10.30 A 10.30 ----.- M 8 9 M 3 50 RTU-3 10.30 B 10.30 RTU-4 3 50 M 10 11 M ----- 10.30 C 10.30 ----- M 12 13 M ----- 7.00 A 3.88 ----- D 14 15 M 3 35 RTU-5 7.00 B 3.88 COMPACTOR 3 40 D 16 17 M ----- 7.00 C 3.88 ----- D 18 19 a C 1 20 LTG - SALES 3.40 A 0.82 LTG - RUGWALL 1 20 C c 20 21 a C 1 20 LTG - SALES 3.40 B SPACE 22 23 a C 1 20 LTG - SALES 3.40 C SPACE 24 25 d C 1 20 LTG - BACK OF STORE 1.42 A SPACE 26 27 d C 1 20 LTG - STOCKROOM 1.28 B SPACE 28 29 b C 1 20 LTG - SALES 3.40 C SPACE 30 31 b C 1 20 LTG - SALES 3.40 A 1.7 --- D 32 33 b C 1 20 LTG - SALES 3.40 B 1.7 EUH-1 3 20 D 34 35 b C 1 20 LTG - SALES 2.87 C 1.7 ---- D 36 37 e C 1 20 LTG - EXTERIOR WALL PACKS 1.30 A 7.49 ---- D 38 39 * C 1 1 20 LTG - NL 0.40 8 13.53 TRANSFORMER 3 60 D 140 41 * I C 1 1 1 20 1 LTG - EM NL 0.22 C 1 13.16 ----- D 142, CONNECTED LOAD: DEMAND LOAD CALCULATION PHASE A 65.61 KVA DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR PHASE B 69.79 KVA CONTINUOUS LOAD (C) 34.71 125X 43.38 PHASE C 70.83 KVA DEDICATED LOAD (D) 30.54 10OX 30.54 TOTAL 206.23 KVA GENERAL RECEPTACLE (G) 13.68 10OX of let 10WA do 5OX of remaining 11.84 KITCHEN EQUIPMENT (K) 0.00 0.00 NOTE: LARGEST MOTOR LOAD M 127.3 25X of largest motor load + 10OX rmainin4 134.33 + DENOTES LOCK ON BREAKER. TOTAL DEMAND KVA 220.09 a DENOTES SWITCH ZONE CONTROL AMPS O 277/480, 3 PHASE, 4WIRE: 284.85 VOLTAGE: 120/208 WIRE: 3 MOUNTING: SURFACE NOTES: PANEL 'RP' BUS RATING: 125 PHASE 1 AIC RATING: SERIES W ISO INSUL MAIN REQUIREMENT. MLO TYPE: NQOD CONDITION: NEW GND. BUS Ile z CB P T LOAD DE.4CRWnON LOAD KVA W I LOAD KVA LOAD DESCRIPTION CB P T z 0 1 IG G 1 20 REC - CHECKOUT 0.18 A 0.18 REC - CHECKOUT 1 20 G IG 2 3 IG G 1 20 REC - CHECKOUT 0.18 B 0.18 REC - CHECKOUT 1 20 G IG 4 5 1 SPARE A SPARE 1 20 6 7 IG G 1 20 REC - CHECKOUT 0.18 B 0.18 REC - PATCH PANEL 1 20 G IG 8 9 IG G 1 20 REC - CHECKOUT 0.18 A 0.18 REC - SECURITY 1 20 G IG 10 11 1 SPARE B 0.18 REC - FIRE DEPT. PANEL 1 1201 G IG 12 13 IG G 1 20 REC - OFFICE 0.18 A SPARE 1 20 1 14 15 IG G 1 20 REC - OFFICE 0.36 B 0.18 REC - TIMECLOCK 1 20 G IG 16 17 IG G 1 20 REC - OFFICE 0.36 A 0.18 REC - LOUNGE COUNTING 1 20 G IG 18 19 1 20 SPARE B 0.18 REC - GENERAL OFFICE 1 20 G IG 20 21 IG G 1 30 NETWORK EQUIPMENT 0.18 A SPARE 1 20 122 23 IG G 1 20 PLUGMOLD 0.45 B SPARE 1 20 24 25 IG G 1 20 PLUGMOLD 0.45 A SPARE 1 20 26 27 IG G 1 20 REC - COUNTING 0.36 B SPARE 1 20 28 29 IG G 1 20 REC - COUNTING 0.36 A SPACE 30 31 IG G 1 20 REC - DATA 0.18 B SPACE 32 33 ISPACE A SPACE 34 35 SPACE B SPACE 36 37 SPACE A SPACE 38 391 1 SPACE B SPACE 40 1 SPACE A SPACE 42 .411 CONNECTED LOAD: DEMAND LOAD CALCULATION PHASE A 2.43 KVA DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR PHASE B 2.61 KVA CONTINUOUS LOAD (C) 0.00 125X O.00 DEDICATED LOAD (D) 0.00 10oX 0,00 TOTAL 5.04 KVA GENERAL RECEPTACLE (G) 5.04 100X of let 10WA do 50X of remaining 5.04 KITCHEN EQUIPMENT (K) 0.00 70X 0.00 MECHANICAL EQUIPMENT M 0.00 125X of largest motor dt lOOX of remaining_0.00 TOTAL DEMAND KVA 5.04 AMPS O 120/208, 1 PHASE, 3 WIRE 24.23 LEGEND L - NEUTRAL DISCONNECT LINK - NEUTRAL TO GROUND CONNECTION ❑ - GROUND LUG V - TERMINAL(S) B.L. - BUS LOCATION - CABLE INSTALLED BY MANUFACTURER DP CONTROL PRC-50 PANEL G N BAB3060H (1) #4 45 KVAXFMR PRI: 480V 3PH 3W SEC: 120/208V 3PH 4W FN PR\ SEC VOLTAGE: 120/208 WIRE: 4 MOUNTING: SURFACE NOTES: PANEL 'Ll' BUS RATING: 225 PHASE 3 AIC RATING: SERIES THRU FEED MAIN REQUIREMENT: 150 TYPE: NQOD CONDITION: NEW �-e U 0 z g CB P T LOAD DESCFMMON LOAD KVA o_ LOAD KVA LOAD DESCRIPTION CB P T z c� 1 '# C 1 20 SIGN 1.20 A 0.70 EF-1 1 20 M 2 3 ** C 1 20 SIGN 1.20 B 4.5 WATER HEATER 2 60 D 4 5 ** C 1 20 SIGN 1.20 C 4.5 WATER HEATER D 6 7 D 1 20 DOOR OPERATOR 0.18 A SPARE 1 20 8 9 G 1 20 CHECKOUT 0.36 B 0.54 REST ROOM EWC 1 20 G 10 11 D 1 20 DOOR OPERATOR 0.18 C 0.36 REC - CORRIDOR 1 20 G 12 13 G 1 20 CHECKOUT 0.36 A 0.18 REC - BREAKROOM 1 20 G 14 15 1 20 SPARE B 0.36 REC - BREAKROOM 1 20 G 16 17 G 1 120 CHECKOUT 0.36 C 0.18 REC - BREAKROOM 1 20 G 118 19 1 20 SPARE A 0.18 REC - BREAKROOM 1 20 G 20 21 D 1 20 FIRE ALARM PANEL 0.36 B SPARE 1 20 22 23 G 1 20 IREC - JANITOR 0.18 C 0.18 REC - MANAGERS OFFICE 1 120 G 24 25 1 1 20 SPARE A 0.40 CONTACTORS 1 20 D 26 27 1 20 SPARE B SPARE 1 20 128 29 G 1 20 REC - SALES 0.72 C SPARE 1 20 30 31 G 1 20 REC - SALES 0.54 A SPARE 1 20 32 33 G 1 20 REC - SALES 0.54 B SPARE 1 20 34 35 G 1 20 REC - SALES FLOOR 0.36 C 0.18 BUZZER 1 20 D 36 37 G 1 20 REC - SALES FLOOR 0.36 A 0.80 DUCT SMOKE DETECTOR 1 20 D 38 39 G 1 20 REC - SALES 0.18 B 0.72 REC - RTU 1 20 G 40 411 20 SPARE I I C 1 0.36 IREC - STOCKROOM 1 20 G 42 CONNECTED LOAD: SECTION 1 SECTION 2 DEMAND LOAD CALCULATION PHASE A 4.90 2.59 KVA DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR PHASE B 8.76 4.77 KVA CONTINUOUS LOAD (C) 6.00 125X 7.50 PHASE C 8.76 4.40 KVA DEDICATED LOAD (D) 13.80 10OX 13.80 TOTAL 22.42 11.76 KVA GENERAL RECEPTACLE (G) 13.68 10OX of lot 10WA & 5OX of remaining 11.84 KITCHEN EQUIPMENT (K) 0.00 7OX 0.00 NOTE: MECHANICAL EQUIPMENT M 0.70 125X of largest motor do 100X of remaining,0,70 a DENOTES SWITCH ZONE CONTROL TOTAL DEMAND KVA 33.84 AMPS O 120/208. 3 PHASE, 4WIRE 94.0 VOLTAGE 120/208 WIRE: 4 MOUNTING: SURFACE NOTES: PANEL 12' BUS RATING: 225 PHASE: 3 AIC RATING: SERIES THRU-FEED MAIN REQUIREMENT: MLO TYPE: NQOD CONDITION: NEW ISO INSUL GND BUS ap„ chi 0z I CB P T LOAD DESCRFnON LOAD KVA W 0. LOAD KVA LOAD DESCRIPTION CB P T y z , 0 1 G 1 20 REC - OUTSIDE 0.18 A 0.18 REC - MARKETPLACE 1 20 G 2 3 G 1 20 REC - TELE ELEC. 0.36 B 0.18 REC - MARKETPLACE 1 20 G 4 5 G 1 20 REC - TELE ELEC. 0.36 C 0.18 REC - SHOW WINDOW 1 20 G e 6 7 c C 1 20 LTG - MARKETPLACE 0.60 A 0.18 REC - SHOW WINDOW 1 20 G e 8 9 1 c C 1 20 LTG - TRACK 1.80 B SPARE 1 20 10 11 SPACE C SPARE 1 20 12 13 SPACE A SPARE 1 1201 14 15 1 20 SPARE B SPARE 1 20 16 17 b D 1 20 BASEBOARD HEATER 1.25 C SPARE 1 20 18 19 b D 1 20 BASEBOARD HEATER 1.25 A SPARE 1 20 20 21 1 20 SPARE B SPARE 1 20 22 23 1 20 SPARE C SPARE 1 120 24 25 1 20 SPARE A SPARE 1 20 26 27 1 20 SPARE B SPARE 1 20 28 29 SPACE C SPACE 30 31 SPACE A SPACE 32 33 SPACE B SPACE 1 34 35 SPACE C SPACE 36 37 D 1 20 PRC15 TRANSFORMER MECLOCK 0.20 A SPACE 38 39 D 2 70 PANEL 'RP' 2.43 B ISPACE 40 41 D ----- 2.61 C ISPACE 42 CONNECTED LOAD: DEMAND LOAD CALCULATION PHASE A 2.59 KVA DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR PHASE B 4.77 KVA CONTINUOUS LOAD (C) 2.40 125X 3.00 PHASE C 4.4 KVA DEDICATED LOAD (D) 2.70 100X 2.70 TOTAL 11.76 KVA GENERAL RECEPTACLE (G) 6.6E 1 OOX of lot 10WA & 5OX of remaining 6.66 KITCHEN EQUIPMENT (K) 0.00 70X 0.00 NOTE: MECHANICAL EQUIPMENT M 0.00 125X of largest motor do 10OX of remainingI 0.00 a DENOTES SWITCH ZONE CONTROL TOTAL DEMAND KVA 12.36 AMPS O 120/208, 3 PHASE, 4WIRE: 54.33 ELECTRICAL ONE LINE DIAGRAM G L1 RP N G G N ISO (1) 1/0 (1) 04 L2 N N (1) #8 G UPS ISO PRC-15 PANEL AND SEE NOTE 7 G BYPASS N SWITCH BA82070 SECTION i (1) #4 GRND BUS - ❑v - Section �, Section ( Section Section -! 1 2 3 4 PANEL SCHEDULES NTS 6 A = AMPERES CB = CIRCUIT BREAKER KA = 1,000 AMPERES KVA = 1,000 VOLT AMPERES C = CONTINUOUS LOAD D = DEDICATED RECEPTACLE G = GENERAL RECEPTACLE K = KITCHEN APPLIANCE LOAD M = MECHANICAL LOAD * = HANDLE LOCK ON DEVICES (LOCKED IN CLOSE POSITION) o = GFCI RATED CIRCUIT BREAKER T = TRIP AMP. P = POLES REC = RECEPTACLES LTG = LIGHTING IG = ISULATED / ISOLATED GROUND PANEL SCHEDULE LEGEND NTS 16 2.35 235 3.22 (TYP.) HOLE0.63 I (TYP.) (TYP.) -�--c o o XFMR UPS 18.00 1800 3.00 400 SECTION 400 SECTION (TYP.) NO BOTTOM NO BOTTOM 22 24.00 36.00 o ACCESS o ACCESS (TYP.)3 t-2.50 (TYP.) BOTTOM CONDUIT OPENINGS MDP FRONT ELEVATION 90.00 SECTION NUMBER SECTION WIDTH SHIPPING M=DLGCK L1 DP RP CONTROL SECTION 0 0 0 DOOR HINGED ON RIGHT 45 KVA VMR PRI: 460V 3PH 3W SEC: 12MM 3PH 4w V48M2ST45K ® L2 UPS ®® SECTION 1 -- 2 4 20,00 - 26.00 - 20.00 26.00 46.00 46.00 'IFS' PANEL NTS 4 LOAD TYPE & DEMAND LOAD FORMULA DEMAND Kva CONTINUOUS LOAD LIGHTING O 125% PER NEC 220-3 34.71 X125% 43.38 TRACK LIGHTING LOAD ® 150VA 2FT PER NEC 410-102 94 X75w ft 7.05 RECEPTACLE: 100 FOR FIRST 10 KVA & 50% FOR 10.00 X100%+ REMAINING PER NEC 220-13 3.68 X50% 11.84 DEDICATED LOAD 0 100% 30.54 X100% 30.54 HVAC: 125% FOR LARGEST MOTOR & 30,90 X125%+ 100% FOR REMAINING PER NEC 440-7,430-24 95.70 X100% 134.33 SUBTOTAL DEMAND LOAD 227.14 SPARE 10% 22.7 TOTAL KVA LOAD 249.84 TOTAL AMP ® 277/480 300.65 4"C, 4#500kcmil & 1#2 GRD. 1 "C, 3#4, 1 #8 GRD 45KVA STEP-DOWN TRANSFORMER - PRIMARY: 480V., 3 0 SECONDARY: 1 20/208V.,30.,4W. 2"C, 4#1/0, 1#6 GRD. + 1#6 IG- 1-1/4"C, 3#4, 1#8 GRD + 1#8 IG 'RP' IFS (INTEGRATED FACILITIES SYSTEM) BY CUTLER -HAMMER. SEE CUTLER -HAMMER SHOP DRAWINGS FOR DETAILS. CONTACT KEN SCHMIDT AT CUTLER -HAMMER FOR DETAILS - (925) 299-3751. LOAD SUMMARY UTILITY CO. PAD MOUNTED TRANSFORMER C/T AND METER AS REQUIRED BY LOCAL POWER COMPANY PROVIDE AND CONNECT #6 CU TO (WHEN AVAILABLE): (a) METAL UNDERGROUND WATER PIPE, (b) METAL FRAME OF BUILDING 12' 'L1' (c) CONCRETE ENCASED ELECTRODE (d) GROUND RING AS PER NEC 250, THRU-FEED LUGS ® 5.OkVA UPS SYSTEM WITH INTERNAL BYPASS SWITCH. APC MATRIX SERIES #MX5000 OR APPROVED EQUAL. - 3#4, 1#8 GRD. + 1#8 IG NOTE: CONDUCTORS SHOWN ARE PROVIDED BY THE MANUFACTURER. DEPENDING UPON THE SHIPPING SPLIT OF THE SWITCHBOARD, CONTRACTOR SHALL TERMINATE CABLES TO SECTIONS AS REQUIRED DURING FIELD ASSEMBLY. SINGLE LINE DIAGRAM NTS 3 NTS `L 1. VERIFY CONDUIT SIZE. 2. VERIFY NUMBER OF CIRCUITS NEEDED FOR THE EQUIPMENT WITH 'THE MANUFACTURER'S INFORMATION. CONDUIT WITH PULLSTRING STUB -UP INTO CASHWRAP COUNTER (TYPICAL) FLOOR 2"0 HUB 17. d DATA G TELEPHONE POWER '4 y /INTERCOM UPS/GENERAL A A . A. a 4 a A Q a �� as v a REVISION # 16 SUMMARY WALKER DUCT #2 WALKER DUCT #2 WALKER DUCT #2 A. ADDED SHEET WALKER DUCT CHECKSTAND STUP-UP DETAIL NTS PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design • Planning P 770.3941616 770.3941314 RF RE LJ 0 RB F F G H A ANCHOR B O D CONSULTANT Jordan & Skala Engineers, Inc. 71 Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse®jordanskala.com COPYRIGHT O 2DO4 JORDAN & SKALA ENGINEERS INC. SEAL 414- REVISIONS # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT This document is !J 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 COST PI.U83 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE SINGLE LINE DIAGRAM, PANEL SCHEDULES & DETAILS f.f ■ REVISION # 16 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture- - Interior Design - Planning RF RE J D H� RB C D E F G H A ANCHOR 6 CONSULTANT 71 Jordan & Skala Engineers, Inc. C3 Project Number • W0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (77V47-5547 FAX (770)448-0262 171 EL• jse®jordanskolo.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL # DATE DESCRIPTION 08/02/04 INTERIOR UPFIT 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 COST PLUS WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA M IENT 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 N-IILL IPS jOB N IUM8E 0208616 ISSUE DME 05/14/04 DRAWN € "I'V HEC-ED BY AWO/CCJ DRAWING TITLE TENANT FLOOR PLAN - LIGHTING KEml ■ TENANT FLOOR PLAN - LIGHTING SCALE: 1 /8" = 1'-0" ................... 10 ................... F KEY NOTES: Oi 2-4" EMPTY CONDUITS WITH PULL WIRES FROM UTILITY COMPANY PAD MOUNTED TRANSFORMER. TERMINATE AT CT CABINET, REFER TO E0.1 FOR CONDUIT CONTINUATION AND TRANSFORMER LOCATION. O2 1-4" EMPTY CONDUIT WITH PULL WIRE FROM TELEPHONE COMPANY'S DEMARCATION POINT. TERMINATE CONDUIT 6" AFF AT TENANT'S TELEPHONE BACKBOARD. COORDINATE EXACT TENANT TELEPHONE BACKBOARD LOCATION WITH TENANT SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. REFER TO CIVIL ENGINEERING PLANS FOR CONDUIT CONTINUATION. PROVIDE CT CABINET AND UTILITY METER SOCKET FOR TENANT'S ELECTRICAL SERVICE. COORDINATE CT CABINET AND METER SOCKET REQUIREMENTS WITH UTILITY COMPANY. PROVIDE A MINIMUM 2" EMPTY CONDUIT BETWEEN CT CABINET AND METER, COORD. WITH UTILITY. 0 EXTEND 2-4" EMPTY CONDUITS WITH PULL WIRES TO TENANT'S MAIN DISTRIBUTION PANEL LOCATION. COORDINATE EXACT TENANT MAIN DISTRIBUTION PANEL LOCATION WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. EXTEND HOMERUN TO TENANT'S FUTURE PANEL LOCATION AND TERMINATE ABOVE PANEL FOR FUTURE CONNECTION BY TENANT. COORDINATE EXACT LOCATION OF TENANT'S ELECTRICAL PANELS WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. NORTH 0 KT-� SHELL FLOOR PLAN - WORLD MARKET KE1.1 SCALE: 1 /8" = V-0" ELECTRICAL P H I L L I Ps�b won" P A R T N E R S H I P Architecture - Interior Design - Planning 770.394.1616 'ex 770.3941314 J D RB E F G H FA ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. Project Number - "0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)445547 FAX (770)448-0262 EMMAAII L7—. Ise®jord a n ska la. com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL 0 REVISIONS # DATE DESCRIPTION 05 06/01/04 MEP COORDINATION 07/26/ 04 MEP SHELL REVISIONS This document is O 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 COST PLUS WORLD 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA ('I IMIT REVISION # 17 SUMMARY A. REVISED SERVICE ENTRANCE LOCATION B. ADDED WALL SCONCES AND LIGHT FIXTURE "TYPES REVISION # 5 SUMMARY ADDEDA. ATLANTA, GEORGfA 30328 J. : I ,­-, : \ I L " I , I " : + 1,J : : : : : \LG : i : I ... ­­­ .............. * ............... * ................... : . . . . L --- : I .............. (­" . ; 11.11 I .. ;; �. .: . :. / ;: I :: / :: : : Ll-16 / :: :: I :: .: I :. I :: - ___ :: 11 __ 11 ... ................... : ... : ... : : ............................................................................................................................................................. � ................ ............... I : : : : F _,____�_J Ll-12 Ll -10,1 2 Ll-10 KEYED NOTES I ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SHOW WINDOW RECEPTACLE MOUNTED ABOVE SHOW WINDOW. 1. ELECTRICAL CONTRACTOR TO WIRE SPRINKLER INTERIOR AND (D UTTON AS SHOWN. CIRCUIT 'TO BUZZER (�) EXTERIOR FLOW ALARM BELLS. DEVICES BY SPRINKLER ZONE DAMPER PROVIDED BY MECHANICAL AND CONNECTED BY ELECTRICAL. CONTRACTOR. LOCATED IN STOCKROOM. CCT. 1-1-36. (�) COORDINATE FINAL LOCATION IN FIELD. CONTROL CABLE -TO BE RUN IN CONDUIT THROUGH ROOF TO (�) ROUND ISOLATED TO (D UNIT. REFER TO MECHANICAL DRAWINGS FOR EXACT CEILING SPACE AND THEN TIE, WRAPPED ABOVE CEILING. BUILDING STEEL OR PANEL. LOCATION AND PROVIDE OVER -CURRENT PROTECTION PER NAME PLATE 2. ELECTRICAL CONTRACTOR TO REFER TO LOW VOLTAGE FLOOR RATING. (�) DEVICE FLUSH IN FLOOR WITH BRASS COVER PLATE. VERIFY (�� DUCT SMOKE DETECTOR PROVIDED BY MECHANICAL AND CONNECTED BY PLAN ON SHEET LV1.0 FOR QUANTITY AND LOCATIONS OF LOCATION OF RECEPTACLES WITH COST PLUS REP. PROVIDE ELECTRICAL. COORDINATE FINAL LOCATION IN FIELD. J-BOXES, TELE/DATA OUTLETS AND LOW VOLTAGE CONDUIT. SWITCH FOR INDIVIDUAL CONTROL OF RECEPTACLE. MOUNT � . SWITCH AT COLUMN. I 1 3. CONTRACTOR TO CONCEAL CONDUIT FROM WALKER DUCT TO 1. I @ PRIMARY CONDUIT AS REQUIRED BY POWER CO. CONDUIT RISER UP THE WALL. (�) C/T CABINET & METER SOCKET BY ELECTRICAL CONCTRACTOR PAD MOUNT TRANSFORMER BY POWER CO. REFER TO SITE CO. @ ELECTRICAL PLAN FOR EXACT LOCATION. ETE FLOOR AS REQUIRED TO INSTALL INSTALL A 4" CONDUIT WITH PULLWIRE FROM MAIN (�:) WALKERDUCT, SEE ARCHITECTURAL DRAWING A1.1 FOR DETAILS. 9 TELEPHONE DEMARCATION POINT ON SITE TO TELEPHONE COORDINATE W/ GENERAL CONTRACTOR. BACKBOARD LOCATION IN TELE/DATA ROOM. VERIFY DEMARCATION POINT IN FIELD. @ PROVIDE ACTIVATION BOXES FOR CONNECTION TO DEVICES ELECTRICAL CONTRACTOR SHALL PROVIDE A #6 CU GROUND INDICATED TO BE INSTALLED IN MILLWORK BY OTHERS. @ WIRE FROM PANEL 12' ISOLATED GROUND BUS INTO TELE/DATA ,­� , 11 , I I- , , 1, . .., . .. � 11 ., , , : ; ,.? t - - I , ­ , " " ROOM. COIL A MINIMUM OF 10' (TEN FEET) --EXCESS WIRE FOR . ", /""' . : - . : - I..", � " , ;' ' ! " t : : , !, ! .. 1- � ! '. I I , *� . . lo! '_�, , " I I I MAINTAIN CLEARANCE FOR ELECTRICAL EQUIPMENT I .. ,) / I j � � i - � - TENSION TO EQUPME. IBY OTHERS. i 0 1 i - : � ... / . r ; i : t., - �J 0 ' � z : I . I I '' : z : . �,� : AS REQUIRED BY NEC. TABLE 110-16(a): '36" FOR 208/24OV. 42" FOR : � I / __, : � : ­­ . ! I : : : i 1". : : : : z : - : : : � i : : : : 48OV. ALL ELECTRICAL i : . z : : z I- : : : . ; : : : z i : : : : EQUIPMENT SUCH AS STARTER, DISCONNECTz SWITCH IF 3-COMPARTMENT SINK IS NOT REQUIREb BY HEALTH \ z : : . : : : I z : : ; @ � . : : & ETC. SHALL BE LABELED. ALL CIRCUI1 BREAKER PANELBOARD LEGEND DEPARTMENT, CONTRACTOR SHALL NOT INSTALL RECEPTACLES AT it : : : i : : : . : z : : : z z : : : ; TTEN. SEE THIS LOCATION, COORDINATE WORK WITH PLUMBING. ii : : : : SHALL BE TYPEWRI I : : : t : : z : : : z : : : I : : : PANEL SCHEDULE AND RISER DIAGRAM FOR lOTHER REQUIREMENTS. : it ; : : : i : z . : : : i : I t : : : . : : : � : : : . ! . : : : I ; : : I . 1; . : : : it : : : : I: : : : a i : N : : : ; : H : : : : i : : : : : ! : ! : : : : : iz ; I . : : : : :; : : : : i : . : : : : i . ; : : : � It : : : : I : : : : : : ; I . 1! a - : : : i : : : : ii : : ; t : � : : : : I ; H : : : : : z : : I I : : : I : I : : : : : : : 1i : : : I I : : : : : z : : : : : : : ! . l; ; : : : i : : : . : � : : � . it : : ; : : . z : . : I, . : : I COMPACTOR-1 O t : i : : : : z : i : : ; . : ; ;; H : � :H : : : : : ! :: I . . : : : : : I : . ii : : : . : : : . H : : : . 30AMP, 3P DISCONNECT 4#10 :: I : : t . : : : : :: i : : ; : : : : : : : i . : it ; : t : : : : I! � : . : : : : GND, 3/4" C. CCT TO PANEL : . : . . : : : : : : : : : Ll -36,42 : I ­_ ,_.!.1,ii : : ; ; : . I - '_ - - _­ i : t : . 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"" "I I - _____T . : ___ "" . 1-11 ""I : : wo - , , ,::� . ­ ""I .1 :: : : : z _.:� - _ . . : ­-1- 11- _­ . ..... - : : ; ­, : - I'll '.1 : : : ,--,-- : _- ­ ­ , : : : /­ : : ; � L� �aa-a-L,-, ��! ,,._-� , --. - - - : - - - - i - ! - , : : : , I - i --_� ___________________________ : - .1 I ..� -i-, ­ 1_-_,_-_- __ _­ , � ............... : , --- - ---. /' i I . ..... aa. L r--__. , : : : " . a ' : -----,, - __. - -- -- .---, � � : : : I I .... . -----,.' -_ ,-.: ----- - ---------- .-------' i __._____._:.-_:�--7.--- ­ . ..... a --- - ---- ----- . .... --- -- I " '.... ...... -"-' ­�a : --.,. --.--.. __ .--- ... . ... - --..- ��__ - "" i : : : -­_ LAN FOR THIS DRAWING .. . . ..... --- . . . 1- : - -.-..-.. -.,.- .._.._____.- ::: :::: :::=:::::__,::7.-______. - _... . .................... __- __�� � � : : : - ­ ­ : : 11 ___._.­'_.­.. . ..... a_ ..... a. - _ . ----.-,.-­---------­ . .... ........ ­ -.-, ___ : : ___ -, ,:a_L,�__a_.__ - "'� I : _ ........ :::---,a::-,:: - "" ,��, : : : : — ____ - - - - ------- � -------_,,, , : : : � ---I _: , . -: - -- --------- __ SLE""ENLARGED POWER . -'-. -- -------- . . , --- ___ THIS SHEET DETAIL 3. -----------,-,-,-- 1___,� .. ....... ---. -I! ..... ........ . -,---' ___- - -1 -, : : : 0@ REVISION # 16 SUMMARY A. ADDED SHEET - - - --- _1 - _-, . I I 'I I . . 7 1. I ' PHILLIPS 00110� I 11111110 P A R T N E R S H I P I I Architecture - Interior Design - Planning , I - . . pi�o;,4- 770394.1616 "' 770394.1314 � I I . - I � __ FRF-1 IT] __i,-.',�--- U .-, - I ""', -_�_` I t-� , i '�,ze� EA— B RB C G H 1, , I U - CONSULTANT ;3 Jordan & Skala Engineers, Inc. Project Number - 0410070 C3 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-55470 FAX (7170)448-0262 171 EMAIL- jseOj rdansk. axorn I COPYRIGHT0 2004 JORDAN & SKALA ENGINEERS INC. I SEAL * 1z % _1q- IC14 %. %. "�� REVISIONS # DATE DESCRIPTION , ____ This document is (D 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. TENAN'r �E��PLU �s 2251 W.P. BALL BOULEVARD I . . � . . . . \ TFNIANIT R nnR P1 AN - POWFR AND SIGNAL SCALE: 1/8" = 1 I -On " 24V LO DESIGN BUILD INTENT DEVICES SHOWN ARE GENERAL INTENT ONLY. CONTRACTOR SHALL PROVIDE ALL NECESSARY DEVICES, WIRING AND CONNECTION TO PROVIDE FOR A COMPLETE AND OPERATING SYSTEM BASED UPON LOCAL CODE REQUIREMENTS AND/OR LOCAL FIRE MARSHAL REQUIREMENTS. EOLR - STROBE CIRCUIT (NON-SILENCEABLE) -� EOLR - ZONE 9-VW DUCT SMOKE DETECTORS (RTU-5) EOLR - ZONE 8-V\AP— DUCT SMOKE DETECTORS (RTU-4) EOLR - ZONE 7-vW�— DUCT SMOKE DETECTORS (RTU-3) EOLR - ZONE 6-VW— DUCT SMOKE DETECTORS (RTU-2) EOLR - ZONE 5JWV-- DUCT SMOKE DETECTORS (RTU-1) EOLR EXTERIOR LOCAL WATER 7 FLOW ALARM 2 1 5 FUTURE NOTIFIER UDACT-- ELECTRICAL CONTRACTOR TO INSTALL ABS-8R BACKBOX TELEPHONE UDACT LINE #1 TELEPHONE LINE #2 PHONE CABLE RJ-38X MODULES IN CONDUIT LOCATED AT TELEPHONE TERMINAL BOARD REMOTE POWER SUPPLY FIRE ALARM SYSTEM LAYOUT I ITS I 3 FIRE ALARM CONTROL PANEL SILENT NIGHT MODEL 5207 EOLR -- ZONE 4 PANEL SMOKE DETECTOR EOLR - ZONE 3 MANUAL PULL STATION EOLR - ZONE 2 VALVE TAMPER EOLR - ZONE 1 WATER FLOW LED ANNUNCIATOR (LOCATED AT CUSTOMER SERVICE BOOTH) 3#12 FIRE ALARM CONTROL PANEL 120VAC-20A DEDICATED CIRCUIT FROM ELECTRICAL SUB -PANEL (LABEL BREAKER "FIRE ALARM") TYPICAL FIRE ALARM/MONITORING PANEL RISER DIAGRAM NTS 4 NTRACTOR INSTRUCTIONS ALARM SHOP DRAWING SUBMITTAL: FIRE PROTECTION DESIGN INTENT. FIRE ALARM CONTRACTOR TO COMPLETE FIRE ALARM DESIGN, INCLUDING BATTERY & VOLTAGE CALCULATION. OBTAIN PERMIT AND COMPLETE INSTALLATION IN ACCORDANCE WITH REQUIREMENTS OF LOCAL FIRE MARSHALL. IIT PLANS TO FIRE DEPT. AND LANDLORD FOR APPROVAL. SMOKE DETECTORS: ELECTRICAL CONTRACTOR SHALL CONNECT TO DUCT SMOKE DETECTORS IN AIR HANDLER UNITS REQUIRING SHUTDOWN. DUCT SMOKE DETECTORS, REMOTE TEST & RESET STATIONS, AND REMOTE INDICATORS FOR DUCT SMOKE ;TORS SHALL BE FURNISHED BY MECHANICAL CONTRACTOR. DETECTORS SHALL BE INSTALLED BY THE MECHANICAL CONTRACTOR JITS WHERE REQUIRED BY THE MECHANICAL CODE AND SPECIFIED BY THE MECHANICAL ENGINEER ON THE MECHANICAL INGS. TEST AND RESET STATIONS AND REMOTE LED INDICATORS FOR DUCT SMOKE DETECTORS SHALL BE INSTALLED AND WIRED �E ELECTRICAL CONTRACTOR. LOCATE LEDS ON SURFACES WHERE PLAINLY VISIBLE FROM THE FLOOR, AS CLOSE AS POSSIBLE �E CORRESPONDING DUCT SMOKE DETECTOR. REMOTE TEST AND RESET SWITCHES SHALL BE LOCATED ADJACENT TO THE FACP. RICAL CONTRACTOR SHALL PROVIDE REQUIRED WIRING, CONDUIT, JUNCTION BOXES, AND CONNECTIONS AS NECESSARY TO ECT THE DUCT SMOKE DETECTORS FOR PROPER OPERATION. WENT ZONE ANNUNCIATOR LABELS: THE CONTRACTOR SHALL TRANSFER PERTINENT ZONE INFORMATION TO THE LABELS DED IN THE EQUIPMENT INSTALLATION BOOKLET. ALL ZONE DESCRIPTIONS MUST BE COORDINATED TO CORRESPOND WITH THE OPRIATE ZONE AND DEVICE ADDRESS DESCRIPTION AND THE FIRE ALARM ZONE PLACARD. CONTRACTOR NOTES I NTS 2 SYMBOL DESCRIPTION FRCP FIRE ALARM/MONITORING PANEL (5'-0" AFF TO TOP OF CAB) NVN I FIRE ALARM SYSTEM REMOTE ANNUNCIATOR PANEL (4'-6" AFF TO TOP OF PANEL) FCPS FIRE ALARM SYSTEM REMOTE POWER SUPPLY PANEL (5'-0" AFF TO TOP OF PANEL) CONVENTIONAL IONIZATION 2 SMOKE DETECTOR CONVENTIONAL PHOTOELECTRIC �P SMOKE DETECTOR O RATE OF RISE & FIXED TEMP THERMAL DETECTOR O CONVENTIONAL 4-WIRE DUCT SMOKE DETECTOR MANUAL PULL STATION (4'-0" AFF TO ACTUATOR) 0 HORN/STROBE SYNCHRONIZATION MODULE STROBE ONLY (80" AFF TO BOTTOM OF UNIT) ,o HORN/STROBE (80" AFF TO BOTTOM OF UNIT) HORN/STROBE (80" AFF TO BOTTOM OF UNIT) MWP WEATHER PROOF HORN 3 ELECTROMAGNETIC DOOR HOLDER VANE TYPE WATER FLOW SWITCH PRESSURE SWITCH VALVE TAMPER SWITCH (BUILT-IN ON VALVE) TAMPER SWITCH REVISION # 16 SUMMARY oLED INDICATOR LIGHT A. ADDED SHEET � FOR DUCT SMOKE DETECTOR MONITORING EQUIPMENT LEGEND NTS PHILLIPS P A R T ICI E R S H I P Architecture - Interior Design - 1"tanning RF RE ': J D RB E F G H EA, ANCHOR B C D CONSULTANT T Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse®jordanskolo.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL cJ R.EV00 NS # DATE DESCRIPTION A 08/02/04 INTERIOR UPFIT 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 COST PLUS WORLD MA 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 �'` ]] SANFORD, FLORIDA CLi Ei$$yy.��� 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 €SSUE DATE 05/14/04 DRAWN BY/CHEC_KED BY AVVO/CCJ DRAWING TITLE, TENANT FLOOR PLAN a FIRE ALARM KE=3mO I__ - - - ___ - - __ - _ ___ - ___ - -­ - - __ - � __ - - - � __ I I � __ - - - __ __ . - - . . . . . � . . . . . . : : : I : . : I : I : : I : : : I : : z : I : I : z : : ; I : � � z . : : I : ; . . . I : I I I - I I : I - : I : : : , z : : i . . : " I . . : ! 1 � : I ; i : : : : iz : : : I : I! : lwm�_ : I : : � : : : : � : I : I : : H ; : : : i : . : l : ! : I ; : f : : , I : : : I : i : . : t . . 1 � � : I I : : : i ; . : I . : z! : . : 0 ; : : jz : : . : : i : ;I : : I : : Iz : : I : tz : � : I : : iz : I i : : I : I : . : : : ,z : ELECTRICAL DRAWINGS SHALL BE WORKED IN CONJUNCTION WITH COST PLUS, INC. I : : : I : : ; I : I . . tz : I : ,� : : ; . I ; . � : I : iz I : 1. COST PLUS, INC. DENOTES: COST PLUS, INC. :z : I : ! : � , : I : : : ! : z : I : � : : ; : � - : : I : il : 200 4TH ST. : I ; . . : : : I; : . : I : I : : I : : ;� : OAKLAND, CA 94607 . . : : ! ; z : . : I . i . : : : : : I; : PHONE: (510) 893-7300 1 . ; : � I . . : : I . : : I . lz : : . - i : : : z : : I : : : 2. LOW VOLTAGE CONTRACTOR DENOTES: ALL SYSTEMS CABLING � : : : i : . : : . � . : z : : : - . . i : I I : : : i I : � : : : ::I 3. LOW VOLTAGE ELECTRICAL INSTALLATION TO BE IN ACCORDANCE WITH ALL . : I : : : ,z : I : : : : z : I I : : : : . � I . . . : I I : . � : ! . : I : .. - : i i : : ::: CURRENT COPIES OF THE LOCAL AND NATIONAL ELECTRICAL CODE (NEC). I ; : i : I ; , :i : : - 1 ,3, -, -,-. � � 8 " : �,,; � "" i -�, - I -� � I ,,'.,-. ii, i'� ,,*III il 11� 1% i-­­. pi-­,� f-.n . ­ ", ; , , : ! , ­ * , __ ,,I%K,�­z�i � .­­ __ � 5", ��`Ih___,%L;_ 'I'�:,�.�,,�,-'�,:.,�,�3C.),��,',.',��.'.,*,,,', � ,9 IT I * , : ALL WORK TO BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER. : : : 05 i - ..'J,.,.,> I,�j: :11 '. f i !U­ %.."� � zz : . � : I IV - - "'I'li : "',`_ , , - - _? i ,oz .-,_-,W�`.�, 11 6 " - - �, _', : 11�; . ­ ; I. : I I : . ­ : I '. - ; : : % " : , ., I . , J I - - : I I : ; , .. ., , : : : ; _I;, "I : I . . -..' ,,,�,; "", � ',`�-�i.,I,;�% "', -�.;;,;,:!`, - � ,;--".x��,_'�.'�*_ : : : -, . � : .1 ..... ; ....... ;. - . : 4. THE LOW VOLTAGE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, - : - I . - Z��..�-,13.11U.-",.: ... .. i, Ii i I I :�­ -,�., ..' 1. 1,1��.�KAl2% - ,x ­­ . ..... .. .1 V ; I : : i ... .. � .� : : ." ,­ : : : : : �, I i: I : . ...... I . : : : .. .....X­ I ; : ': I I : . �11 .; . .'.', - ", �,.­� "'��) : : - . i -------- . : �', -,�.��,,,-*i,,.',.�t,2".",��,,,� � ................................ I ...... IF � _......1, f4,1_"f,;,1 . I ....... : .................................. ..: ............ ......................................... 4 ............ : ........ :::: ........ � ................................ :J� ................... � .im ................................ .. � ...... . 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TESTS AND INSPECTION FEES. k i­ " I ....... ­ .................. - .............................. ............................... ----:::::::::::::::::::::::::::::::::::::::::: ....................... : ............... �..:::::::::::::::::::::::::::::::::::::::::: ............ ­­ ..... � ................... 1:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ............. � ................... I...... ........... : ........ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ........................................ : -� ..... ; ................................. .. . .1111. : I . --.----,-., __ __ ----"- . ......... __ - - ------------- ----- _''.."', I—, _________________________ - ­__.________­_­­_____ ------- I ....: I' '. .... * :::::::::::::::::;:;::::;i..! ..................... . ;,M:;�::;.�::"W"q,-...�� I.;:::::i:::::::::::::::::::::::_-i::::::::::::::::::::::..I ........................ .............. :;:::;;:::�:;:;;:;;;:;;;::::;;;;::;; I : : : I : : : : . 1. : . . - : , . .... : : .� z : . IN ; : :: : : : .. :,' . . :­ : .f. : : . :: . U �: : : 5. AS -BUILT DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT BEFORE FINAL I I : : : _ :: �: : . : : : 1. 'T" ; ;: t : : ; : : t : I : : , - � : : : : : : ....... ­_ : : : : ................ - , L= :::;::::::::::::::::::::::,::::;:::::::::::::::::::::I I : : , _W_ : ­ z . I : i - . �. I ­ - - - : : : : : .. : I : ;., //Z.. � Z.. a .... .... .. z ... �� , 1. : , / 5�, i ! - I -.-,.�, - [: 7&Tig.:-:-; -;;7::;;:;;;;:;:;;. 7`�-, ---------------------- � ................................................................ : .. .............. 0 i1WIF" ... 1-11 ... ...... - ................... ...... ...", . . . . . .. ............. ... I .................... .......... ........... ....... __,::::::i`::�9 I ,-,-,--,-- 11.1-1H . ,,, �;;i: ::::::::;::::: ::::::::::::::::::::::::::::::::::::::::�� .... � ...... ___ - - -- ---------- � : i , ! 1�1_ i: i ...... . --::::::: i ' �i7m�-�117`,� ., . . ..... _� ........................................ ............. � ----- I ---------------------- :::::- : .--,� - , - I - , - I ,/ -7 � �/�- .. -.1 : T .... .... : ......................................... .................... ....;,.* zz; i . :::::::r�::::::::::: PHILLIPS .. .... , : �*:;:::::::::;;::i::;:::: ;: :--7-7--7Mz'-`77:77 I 7` I .-..Tfr...-....-i-..-..jii..�-....-.�-J[I, - I- [­­*­ ................. * .... I 011=--a , �� // s.�;... .. i . .................................. . . ............................. I . : - . /�, ...... : . z;; PAYMENT WILL BE ISSUED. AS BUILT CHANGES SHALL BE MARKED ON A 000--m � * ....... . .......... ­­ : � NAX� RACKMC, � NJX, MCKMM : ........................ . .. .- . : ............................. : ................................................................................................................................... � ... :_ ... ­.i.... I : I : : : [", . . . : % ...... ... .... : . z­ : : I : : �--- ; : : � .. .................. .......................... ... : . .. ......... � ............. �.. , i i : I : : �:; J: : ! F ....... : ............ F ............... : _) : : k 11 : : : . : . z: : : : : 1. �: .�, 11 : : i : I. . : . SET OF PLANS WITH PERMINENT RED INK IN A INEATAND LEGIBLE FORM : : - . : : : : ................................................... �.i ............ ...................................... . / ,;_� : : i .. : . ii: I: : I I : : : - : I : : : \ ,� 1: �4 , - , .1 .P.; : : : 1 . , a ­­ ....................................................... 11, ..... - :�: : P A R T N E R S H I P : V", -� --- z -� ... r -� ... : . : AND SUBMITTED TO THE ARCHITECT. : , , , 11. i ........... 10� ................................................................................ : li: . : : : : I I 11 ", : iiii : : : : : I : � . : : - /le-1 11 _; 1.1,411-c' �i: I: : : : : : : I I., : 1�z%JV1;4._.1_ . : : : : . : I � : -. ;:::: : � , , ­7 ; I . : : I . �:: : : : " - �,�,', : 1.1� : ;:: : : - : : : I 1- �'. , . . . . . ,�) I I 'I I :I: I: : 7 � , � IV, ,_ /, - ,/" , Z '. : '. : : : . . .�� �7� .1 I ­,; ­ , : -In 1*1N : : . .. -, i � C: z'R.TA _* : i �. ­ ­N ; ..­ ...... . . 1�xl . . . :: . .. .. I ./ : : � I I "...�"Ir;.""�ll":...Ie...�-:-I I ... . ; 11 �_ ioA,KLA'_, - '-.1111�: __ I : : ..:. ...... .. 1 6. THE LOW VOLTAGE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS - . : .. _ � Architecture - Int flor Design - Planning : z .... * ...... ....... ;� ..... ..... !!--1::::::::::::::::J ! ! I ; : -.:­ ., , : : .:,.:::: :: ...;. ... . . . . ., ,� : : � ...: : . .. . .............. : Z : : : . .:. , 1. :.,. . . . .1 I . : : 1, : � ...................... � / . I .: . . . - z : : � - --- --- : : 1.`.,_� :�:-:. ....... �! --- :.: .... . I . �:; . : . ... : . , : : ; ::- : : I : - : : ...­...­ ... :.:.:: � - . ____ . 1�1 : ::: 1: : FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE BY THE �� III / I : : : :j ; 1. : ; : . : : ! 11 - : : : :" . : x i : : �1 , I ­1, ... : 1. : ; : � . : r : : .. I --­1­­1- , ... 9---_1�1_ - I 1. - : : : : ..... � � ! : I : : i �.!.,, I— ; - I : : iz:­ : : - . : : : .. : N ARCHITECT AND COST PLUS, INC. i . - I ... Y. 4'i,.. n" : I z : : . : / . . I � �A' I.."i', 1 - i . : . ! 1.� t . : : .-,,-� ... : : ,�, . . : : Z , : : I : : : : �-_­, - ..;.i kz: : . ::: ; : : � i i : : : : . : . .. ...... ...", [7771 ,I -� _ ..... . ­ : : ­�� . :z: : ; I : : : .... A ................. .... � ............. .......................... * - � ..... ..... � , 'D I : : : - -/1 : �__ 1i .__-1 . I - " i , : : : I : . ­ - I : ,--- � - ,L�..: U-11 : : 1. I : !�,/ __ - - - � : _ � I �_ - __ ___; , 1. . . : - --p , � : ... . ;: . ................... :.. : : : : ... I v 1� j.., . . -, . : I ii,_11__11_­ . ,-"_�,' (.,;", : _ : ..... I . ..... ­­ .... ...... ...... f ... I I : �-., .1: : .1.1. . I I : : : "n, :�---- -- 0, ; ;I: � ; ; : : ; : : _,___,__1/ I S. .': �J : : �"�, : z;.j : : :I: ..-' ; : I . -1 � . I i : 1 I'd STUB UP : : _ - , : - : t :: I - : : e�1111 a ---- ...,.. - �'�/ . :I: - LABORATORIES (UL), CANADIAN STANDARDS (SCA),AND /OR ETL APPROVED : : . ; I - : :; I : : ,"', : � I ! : i i : : : Vi If) .. . :!: i I . I _1 I . � : : 9 . ,.,p'. : _r. - // . .... � :-�, z; � 11:� � : : : - - .. : - : I " ir - : 1! . . I :!: ..... :_ : : : �-'­,�,;�',,-­_ I. . : LABELS FOR THE SPECIFIC USE PURPOSE. ALL EQUIPMENT SHALL BE NEW � .... I � - ., ­ . . , I : : : : : �11 . ,­­: i ; -, : ;"..,,�,, 1 :`:`-':`,` t� 1. I ­ : : : : TO ICEILING : : '.. : �0 . : � : ........... j�: Tr , : : * ,� !�._­­. : ".."; !: "If : : ,� . ... ..: ,,, / ; : ....... ....... 1. ........ : . ....... ........ ... .. : : ; -­ . : . : : : : : .,.:P�: I ,,,�." ., �_S : "I" .­:, ­­' 'x�'� ;�: ..".. �.-.1'1: : : y � . ,�­ ­­ .. ....... ;.! : I : : . : 2 : . ",0f)K,, �.N.i�,.­.,.,.-, " N;*,-.,­1�,­-­M. I U'3 . .-'�s`ll . %'.., :-.7' - U� � : !, � / -, : I . AND FIRST QUALITY. - : I - - , , : I ....... : 11. : 1. i .. - : : : 1 : : : 0 - : . . a ! 11 .1- . ... J I ..�.. ..:.. : , ;�: . , �.::: i , . ; . � . - : : ,,... . ; ��: ...': : : : : " : : -,­ _ ,;; i�l . : : : �*.*, '.. : : : : : a, __-� : - I , ­ i � , : . 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'. � ................. : : : , i­ : :�� ..................... : ', . . I- .. 1 i i - : , __� :: : . ES i I'll : ..::! I:: : : : ........ ....... . .. .�, : I ;;; . : ;:; : .J.J.J: ... 1.11111;: ... : ... [J._,1.,.T0_'F0 omi ....... V - I ; 9. THE LOW VOLTAGE CONTRACTOR SHALL REFER TO AND VERIFY ALL INSTALLATION i � : I I : :: . .. ::: z : I . , : . : ..... : - ­­ , : :: ::: 2 : : : : : , : ""' , : ....... . : : : I : : .., � I : ': ; :: Ii: : : : . : .. .. : ::: I : : :: . : 0 : : ; � -I.. : : - : ::: : : . : ; .... ...... I .... : : : : : I:: . : : : / I : : N : z : , : ::: : :: � . . , : : . : : - " . I : : : I I : ::: : ' I ... ..... ** ­* ... ... I I '' : � . . : :t­::::: . z:: . : : i : . . . . 8'A5;,,­M,'1--. . : i : : : G H . I : : : . �:: . K, . r- : : i I ; I AND LOW VOLTAGE DRAWINGS. SEE LOW VOLTAGE DETAILS. rE[DTF : : . :. . : : I : . .. : : . : . f:". : N: : 0 . . : : ::: . : : � .................... ; �:; : i ­ ­_� : . . : i : ::: : ... . I : : . : . . : : : ::�. . t ....... A ANCHOR -1 : : : : : : ­ -­ t ........ f ....... I: : . - : I : : : :: .:: t......... : :.: �1 . : - : : : : : I f;� , : : ::: 1, : -` ..................... : . : . . :\ /:: . �........ I : : - I:: 2 : . - ;H : : : . : : : 1: .,I I . : -------- : �. : ------- --- -- : . : : ; : : : I : . . .: : *,/:;: : : I 1 �'.� : I '. 1. �:: ; � ; : I : . : �/!: I : : ::: I . : I I : I , I : 1,__ I:: ; . .9 __ . , ! : I: : :: 10. THE LOW VOLTAGE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL A -L----------j : . ; . I : i __ : : : ___1__i______ i/ : : A � . : : �� -] I I � - .. ::: : -1 : I I 1 � ... ,,?,&,*i1*� I : :: d : I +.. " I I R' C' " �, " 1%,G : .... ;: 1�: 1 1 M H� i E � ......... I 11 ': ::: , . ". 11 I:: ; . ­ : : : I :: : : : id: :: : : 11, 11 . . : : I. : : i : : I: ::: - . I � � ... \i: I !/\:, i -,:- : : . i;l : I ..1.11: x__N'1: : 1____.____w. : ; I I : : . : 1: .:: . . : : 1:. ; : .-- : ! :: : : . 4 ; ::. .. I I : " ................... 1`�' . : 4 I 11L I COMPLETE AND OPERATING LOW VOLTAGE DATA SYSTEM. WHERE THERE IS NO : : i:: : . . � : : : ! : : J - _7i 1 . : . : . . : I:: : : ______ : /!: : . : i, . . . . � : : 3: : : : 1: � 7A ;: : ::: . . . : -1 ....... :Z, ::: I i:: ': - I : , 1: : : : j: ::: MENTION OF THE RESPONSIBLE PARTY FOR A SPECIFIC ITEM TO BE FURNISHED, . : I I EE i:, 0 , .................. . : I ....................... � ............................................................ i / ;' . : ; ­ ::: : : i: : : r : '. . . r . : ; I , ,-3A,,iKE­­ !/ t . I. - . 11 - � 111i : : - - 1 : ::: : - : " - : i I . I .?_ 1_' : : : : ::: INSTALLED OR WIRED ON THE LOW VOLTAGE DRAWINGS, THE LOW VOLTAGE : ! 1i I:: : 01 . . . . : : : : �:: : : : z�> : % .. ..... : : : :,2, : ce : : I : : �:: �7 ': : : : : I : t : 1; : I : : : . : : . ! I I : i:; 0 : I . . 1. �,.' : L -_ i - - - - ; :F : : lae : : 1 ::: CONTRACTOR IS TO FURNISH AND INSTALL THEM. I I : : . : r I . � I,' : : ... : : ­ ::: : . : . : : 12 : ; : : - I : : I:: � : 374v'C I . : : : : : �!: : : I ; : 2 : I : : 1". �_ 1* - I . : : : I : : : I : : : : : : ... : ; . . : : ::: 11. , --f , 111�")Jl -- 1`." : ! : : .r, : . : I I : 11-1 i'' � : I I i:` A �1'11 V 11 1� � 11 ", vi U-) . . : �:: : �. I � ::: � : : i:: : . .1 I. ��,' 1.,i -,E � , . �,�' . �_) : : - I . : : ': , ;: : I:: i : ' ; , I.., . I W/PULLWIRE : - : : M . 1"_1 . . .... ­ : , ::. 1 . ANY MENTION OF SPECIFIC VOLTAGE, LOAD, MOUNTING, QUANTITY, HEIGHTS OR : i:: ? : , � . ........... - .� ... - ... .... : � . . .................... I . - : ::: 1 ,.� :1: : �­_ ........................ ; .................................. ; .............. ; .......... I ............. ; ............. -� ............... _ '. : : :z: ::: : : ::: z : - . : r, � : : ;I LOCATIONS ON THE LOW VOLTAGE DRAWINGS DOES NOT RELIEVE THE LOW � . ::: . .� . : : : : : : : ; : ::: I :: : :, Z�� - : : . . ... : . . - : : : : : : : i : : i:: : ': : . `.� : : .1 - ----- -- _____ � : : ::: . : �� : : : : : : : : : . . i ....... 1, : : ::: : . - . : : : : : n z : : :I ........... :: : I L - - - J I : IF T... I : * I ('51 I � : ....... V. : E . " i fl� . i� : : . . :: : �: �. -, .1 ...... _ ....................... t­­­ .... � ......... � ....................... � ....................... : : . I VOLTAGE CONTRACTOR OF VERIFYING THE SPECIFIC REQUIREMENTS PRIOR TO . : : I:: ..- . : . : : + 1 5'- 0 "AF . ­7 __ -i . . ­­­­_ 1. 1­1­_­__1 ­ 1­1­­ : ..9 I 0 ('10 T : 1 'i-'..4 : ,­... : . : I : . � I I I . : I I 7�-.- -'<-- i : . : : CONSULTAN : : + J 5 "AFF : : t: ." ........ ........ ­ , . �.'i 1-1111­­ 1- ­­! - --: - - ______. _ _____ _ ____ - -,--,-- - ________ i i a'---- ___ --------- __ --------- - -- ---- ------- ___ ___________ ___ ,____ .... � _ __ ... __, _ ____ _ . -.1­11 __ f�D --------- -- -------------- - - ___ __ :-*,--,- " --.1-1 - ­ i ,3 a ()� :: - - : ...... - . :_ r --- - - ----- "' -,g--,-, - -",-- ----- - - -------- -- -- -- - : z ­.�-­­i­' ­ -"-' 1: CIP _____ __ ____ __ ___ __ ­­11--­ ._:­_____­_ - ­­­­­ ­ ­11 I__ - ___1_11__ ­ _____­ ­.- ­ 11 ­­1­11111 _ - -:- , -1 ­ .:"-"-,--, I.- ________ __ I- _1­1­ 1­­ 11-- -F ­ ­1 i­ -,-. _ 1_____ "­­**­*_­ _�..)_ ______ --",- - ________ - � � . . : . . .z . ::: 11 li�' : : : I : � ....... ;- .................... ................ : : : : _4 __ i .1, _� I i i : . ... - . . - : ; : : . : . : . I : : I:: I : ....... ..... I : : J I .... : : PURCHASE OR ROUGH -IN OF EQUIPMENT. . I ::: ej : � ;�,, : I * ........ ** ... - .... : : , * . ... _ �� ...'. ......... : : .............. C, :: : I : : : . : : : I:: ; �* .... ........... ................................................ � ............... � ............................... � ........................... ........... ................................................................................... � : : : j : : : : , ­_-- , z . : : : : .1 '­,., �`_"111 ! i : : : : : : ) . � ,,,,, : : : �! : i:: z . , : V _`� :. : : I:: 2 : ��,, I ,;. : 12. ALL INSTRUMENTS, APPARATUS, AND EQUIPMENT SHALL BE TESTED AND PROVED : : : : . . j. ­­. I : . : : �:: : : - :: ::: : (� . "I k�' : : : : __ ­_­­­­­ .. ­_­­ - _____ : i ::: : : z : : : : : ------ f : ....... .... ............... .. ... ................... --- --- ---- z 111C ri �� . : ;:: � : . : 44: ... ... : �:: M : : 2 : .. - . : : : TO BE ELECTRICALLY AND MECHANICALLY WITHOUT DEFECTS. THE SYSTEMS . __ : : .: 1: _-­-­'­_� : - i ,_ �.. �� � - ....... ­..., , - --- .. . : ...; ..... .. --- ­. i., : : _ I ; :...�', - .� ,�"___ : I:: : . . . : : , e 'N"', .. 1-1, :::: : : :: : � : ::: . : : 1: : : � , -11� - - ... ....... W ., " -, : :.::- : : I : �� . . 1: . . . joi 11�� , : ................ : .................... r_ -, I .............. I ; . : : : . ARE TO BE TESTED FOR GROUNDS, SHORTS OR OPENS. SHORTED OR FAULTED : ". . : : . 0 ill . . :. I: ,. : : : : �� �1, iv, r �_ z Tl­l (,�Q _­ i : �� 5 P t A ; " " : :: : : : : : �:: : Q . 1. I / ' W/PULLWIRE : ;3 Jordan & Skala Engineers, Inc. 1-1 : .-- z:: d : 11 . CREATE M1 %'- : : : - . ­: : : . : : : : : �� : ` . . CONDUCTORS TO BE REMOVED AND REPLACED. ALL METERS, CABLES, TEST , / . \ : : C: �:: a : ��,, X,-` : .. . � : � e : \ .. i il . ::: I : .: . . - I - : : : I - :,, ,; :. �J Project Number - 0410070 ......... r I:: : : !i ia.:I-a 7 .: - .., - :TO PATCH : , P _.. . : . : '. 0 ::; : : : I : : : : : 6 : . I'N.-PS / \ Z� M ­. ,_:� '9 /11111 � .... .: . . / : I : I: : z : � e,. - -1 : F () 1, ­1y1_ 16 !, ., . - : I : i: : : ; : : �,.. " I : ; M : , - : ::- I : - . I ; : : 1i 1,�- :::::"* : . - �, ---A iiiii ; : . EQUIPMENT OR APPARATUS NECESSARY FOR MAKING ALL TESTS TO BE : : : ... I : : < : , : . : n�r�-�� 1: . . .;.:..: : ,­�: 1 ;n : � I : % : , 1: : : : 'JiD, 5365 OMBROOK PARKWAY, NORCROSS, CA 30093 : I �,',,,* , s , � I \ i:,, _. : n : ��-. i-I y .�. � i . � � ... : : .: : I—- ............. - . : :,:.,., : . - 11 � il? .. : z - 'a. !!P I ': . : FURNISHED BY THE LOW VOLTAGE CONTRACTOR. PHONE (770)447-5547 FAX (770)448-0262 ! ! 1: : r_ : ,; :,:-: ! " : : . -1 . � �;` :� c'_ . : ::: , 1: -- .,-,.. 4,4 PANEL . I . : I ,,"A."'i, �: _, < .:':' .,.,.,,I `."*%.� �1_ I. ----.--- --- I a--" : :.::. � . �., : : i - : .... ­­­ ..... .. ;: : : 1"L � :- t : ::: : : , .I., J :!�': :. :: : /­ .1 z: I .- ; i . 6.%�; � . . . . . . �_. : EMAIL jse@jordanskula.com - .. : i : . .-� - 1. _.. : I :_ . 12 1, P I , " � ­_ - ` f ,", __ ...... I ... 11 i !::: : : , : cl = - .................... � ....................... ... � .......................... ..... . .� 1� .. � : 1 �, �` , ,,� , -- _ � : : : .... ... I �1' .................. I : : - . �; I 1��, - ,_ , �� .1 I .1.1 . : ; ; : �. :1� 11 zr : : I -­-­ : : � ! . I : � ....................... � .................... . . I : . Lu� 0 : : ::, I : i 13. ALL L W VOLT E C BLES T BE R TED P EL RPERPE DICULART : I ..................... I., z� : : : ---------- �­ ::: ! : I: : : - _... ­ -I !!!!� :: � I :: . : : ; : . .. ..... - - _ : : z: . I : : : : . ... ... - _.... .- . ....... __ _ .... I : � COPYRIGHT 0 2004 JORDAN & SKIVA ENGINEERS INC. : : : : : - .... i . . . : : I: :F 11 "., - _... .. : : : I: l� I I WALLS AND STRUCTURAL MEMBERS WITH 90 DEGREE BENDS WHERE REQUIRED : : :: : r : : : : ! ­­ -..:.. - _.... .- __. . ...... ::. _. : l: : 2 : : : ! � ..- __ .....- - : � iii�i I :: I .. .. _ _.... .- : I 1: . ; . . . . I : : : : : - : : : : ::- . : . : AND SHALL BE RACKED. NO CABLE SHALL BE RUN ABOVE THE CENTERLINE OF I : :: : : : :: . ; : I: : : , .- -...- - i ...... - _... - - - ------ - --- --- - ____ -_ ­.. . ...... - ...- �Ibtyc�S NOTES: : :; :. : . : : � I . .. :.: % : : : . � : 0 �N- : : : ... . ... ... - _... : . : ,� : : : ; ... . ...... . . .... � . . ....... - .. : : 3 ,'._�G".'." -',�,,.� .... � ...... : 110 . : . - _... I I : : �. : - .. .... ...- _... : .::: : : . ROOF BAR JOISTS. JUNCTION AND PULL BOXES TO BE HELD TO A MINIMUM. . : A� ,`.,E!.'. .... � 1i :. z; ; = : ` . . ...- �..­ . ...... . . ....... - ....'. ,-.: ,.-.�!�­-.&q� ... �--� ,s'�:Ix­ ,,,, :;: : : : . : . . I r, - : : : : ; . : : �: � ;,,--I � : .1 ...... _. ....- - : : I � � .... - .., .... . : ­ - : .. � : : � _F41 -­r.- ".'U..."n, , :% : : I: . : 1 -�...-.%,�'­ � . ..... - : � ,::: : : : : : I LAO'DER : : i _�� : : ; ALL CONDUIT SHOWN OR NOTED ON THIS DRAWING . 1. .1 ..... ­1 11 . ... : : : ALL SUPPORTS TO BE MADE FROM STRUCTURAL MEMBERS. NO CONDUIT SHALL : : : I ,;­ , . : : : - :.::: : : : � : : 1� : - ," - : : : :.,` I .; r'. ,-,­-,,, ,:: : : ........ :_t : : , ��', . . : : ; : � .. : : i I.""' ­� � "' �' I BE RUN EXPOSED HORIZONTALLY ON WALLS. ",I : : i: i � . q - ; U) : i ! I - 5 3 -'-'�' I I : ; � : : I � � . ,_ ... : SHALL BE FURNISHED AND INSTALLED BY THE ... :. - '), �� ,I : I :: : I - : .! :.::: : x 1 1�5 . : : : i ::: :: : .: . i , �_e ,!_,; , : . ....... I : . 1: : 0 : tR DUCT TRIPLE : ::: ___ : : . ..... ­�!A ��n AT�§ �­ . i ., .11f :. < ,� :: ;. : ii ; i;k,. - : WALK I : : : .1 ,:1 : t : i: - ; I -- . '.. I :: : : : � -:-� -----;--.- " i",­ .... ..'. I CH ,� - : : ._ ! - - , / .�� : ! a� 'A.,, __ .'�_ � : ; , : i : 10 LU - ­ - : ;: :. : x�i ... ,i 5_,,� " � : � .­`�� 1� 1i .......... : : : �� .�.14,.­ ­ ­_ ELECTRICAL CONTRACTOR FORITHE USE OF :: : ­. : I. " ..................... I - ::; I : : -�, - �. *s . ..... : : : ALL LOW VOLTAGE CABLE TO BE RUN OVERHEAD UNLESS OTHERWISE NOTED : . . I ­ : : : . � ,� J -k - --­� ....... ..... .. : : . . . . : � -. � �­"...;�.!_�M J , - . �. � ....i :__ : : I - , . ': ­; : : : I SEAL : ,� .7 . , , , "' � ::, : i . .... `I - .. ; ::: 14. : � s'-:'��_ �,­�� - - .. ".21 ....... CHANNEL. I ........ .................................. : I i . : - : : : ..::: : : : : : ....................... :! I i ­ �_ ___,___`.---'� . : : THE LOW VOLTAGE CONTRACTOR. ELECTRICAL I 1��. ON THE DRAWINGS. : . . . : - �:. .��;� : : i . I � : / '� I: :: : : ... ­­ . . : : ; - . . i ; :k ::: , * � . !: I I . 1­* ... : . : : : �� � � ...................... ..... .. ............. ... : . ...- _... .-J. : : . . . -, - ------------ -- V ----- * ------ * .... .. * ..... * ..... * ... ........... i ............. * ..... .. .... .. : ­11. �, 06 i-f ...... ....... : : : DE PULC- STRING WITH . :.. : : : ; : �' . . " : :� .", ; i: I : CONTRACTOR TO PROVI - _­ :. : - .: : I : 1. ­ : : : . . .... - _... ...- __ - - :: . . . � 1. �- : : : : ..... 9 . ....... . ....... -1111, 777 % : : : , . . 15. THE LOW VOLTAGE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING, DELIVERY, 11 : .................... 1, N . 1") I : i: ­ �.Z*'11­ .. . ....... . ..... - : 1. �. : : ; . .. ..... - "... _- _... .- ----' : :1: _____ ­ : : : : .- ..­.. : ................................................ ........ . : : ; : - : 4 UJ - : : : I . ....... . _....... -I_-.ALL­C0NDUITS-.-- - . ....... : '. 1:� :: .: . . . .. : i: : : : I ... - U . ;:. . . . RECEIVING, UNLOADING, UNCRATING, STORING IN PLACE, AND PROTECTION FROM : .... _.... - _....._ _... ...- -..,. . : U .: : : : I �7 i �: J U-1 i : .1 ..... ___ _..... : . : �: . ::: . : : I . 1 _-.3 --fF'd STIJ01 �- : �: : : - . .. :: : . � ... UP ..-,i,.,! . ... ... - ­­ '- ­­ F_ "' : REG #2 ; .. : : . I . .................................. __ ­: . ..::: I: . ; "�z ._.:_. � 1..".",� ­ .... i ...... ­.....� ............................................ � ................ ........... � ........ .......... ; - -._.-CANDY-- ,-- _­­ - ! �/" ! :� . . ! : : DAMAGE, VANDALISM, THEFT, OR WEATHER DURING CONSTRUCTION FOR ALL NEW - - . . ...... ............................. �.. ­'.� ...... %.,.. - .................................. Uk- "I . . : ..-3," : . I :: . : : : : : , ­ : IMER . ....... - -.1 . ...... - ­­', N1111D,__.?1_­,:­_­ . .... ­ _'­ , 1: I : �J. ­ .. I � I— � � : .�R..... i : : ,, TO 6 11 : i: L". , , . �5§li ;: ­; : : : - .............. - .. .� . .A i. . ;;; : : : LOW VO LTAG E EQ U I PM E NT FU RN I S H E D BY TH E LOW VOLTAG E CONTRACTO R AN D . : . . , / I: . . : : .1 : I : ; ;; : ---- -- I : i : !; ­.. . 1. _ i ­-.�.: : � - . I . . : /1' . ,� I : , ,R�7u ,;-: �: : : : I ........ � ... I ........ - .,^ .".1.4 ......... I ................ : ................. .. � . . .... .. -----­------ � ... I ......... ..... . ". �: , " . � , '. - I - : 11 7. I ­_.fl I /I \, 1 : - - ;�, ­.­ ..... . C�­�._ �. .... ;: : ::: : : : . : : , . ............. ; ............ � .... .. 4­.. , ,; I t --- : 1. :. : : : . ! M21 :1 ::: : : I -_, : /11 .............. : �..., I : �. 1! � �_111 I ­ : .: .: .:: : �: : :.::. : : � COST PLUS, INC. TO THE CONTRACTOR. . " . i ,---I �. I : -i-,- - 1. ;. : . ...... : .� : : / I ., .....:.: : I ..... N ::: ! ; : . : �._. .. I !:.:.::: : :� :: : : : - . : - ___' L_ . I I ,-;� X .., 'i ..... ... � ... J �") ..,., 1 1 : :i :.::: : : : : ! : -. �, " .. ii : - - I i : I: ::: : : : I ------ .: . .1 I - .....,,, , ::,:,: LLL 7 =- : - - � -.­., -,6---- ... . I :. ; .. - :. . . mw"VA bxm�,�_J ._,�._. .: !. �! _..�,. [������� : .:; . I : : : I:: : ...... ...... ;­ ii 11 I.- .... FLA .... :_ I : I i; .::: :: ; -1 : : I 11 i . . : : : I:: ! :.:: : ", ; . ::: 16. COST PLUS, INC. SHALL BE NOTIFIED BY THE LOW VOLTAGE . . . ­ : :­ � : . ", ii :;- : : ; I , .-I . .. '' I ; : .. . : ::: ; ... .. : ;.. C, I 11 11 I � . 11 . : 1-1 ,"--, : : : H I . . . . - 1. ... � ­ : : . : : t; ::: : : - q-;14�,C­STU : : t; ::: ; ; . ,� , ­ � B UP ::: : ;_..­.,.­ : : . ,,I 1b; M, .k : ... . ! : �: � : : : . : : ... . : . ..:!:.-' : : : . : : �­ � - ' - , ! : : � . . : .. - ­ -------: � ,I �it, -_-, 11 ::. : : : : "" ' - � �' �:: : .. ... .... .... ... .. I : 11 91� C('J­�'..`1'_"�`"­1 : ',`�I! I." '�z � : z : : : : I : : : : : : : : - � � . : ; : : ­46,"U1 LING: ::: � :: F � ffl. I 'N.i' -1 I j P _E : : : BECAUSE OF FIELD CONDITIONS, ANY CHANGES TO THE PLANS MUST BE CLEARED . : : : :� :.::: : : : : /,-- I .. I: : : : : I i :.:;: : : : . : . : : : I-,... 1, :.::: k I : : . .!! : ...... ............. . I: 1 "d`�STUB UPW i 1 ]�5?3 H, N D" : : ; : i� I : I BY COST PLUS, INC. AND PRICED BEFORE ANY WORK IS STARTED ON THE DEVIATIONS, I , , ** ............... . ... � ........ .... : : �­­fl I - . : _� � ----- f I �' : : . . . :: : ! : .. - : : : : ................................... : : : : : . *1 I : .. f : : : : I ^ IN, " -b-vi- : .: ; ::: : : : : R ; "­­­­­ ............. : ... .., I I _k I : I - : / z . : , , NIDII"^,� IS : , %Di, ..", r- - - - ­ : ;; .. I : : ! I: . 11 -1, ,,--, : ey : I: ­ ... ­­_ .:: ; : . : : . . : . - , ; f­ .. . ................. i ................ ._:�:�;�% I .41*i ,-J ,,,�A�.� i -, , - : : I :1�1� : :: ::: : : : 1�� ; '.1 : : : N. - .0.1 CEILING ... - I �­-Izz`_;,-Z,;�,��.­-"­ ; : .:.:!: (XI-, � � : 11 I'll 11 _-, . ; I .,T : ' !'C I STUB UP I � 1*___? 1, : .) U �� . ::: : : : . : : ... -: __1_A1,__ _s . : I (.') C3.) : ; (). C-) , 1. : .­ : : : : : :;; : . ::.:.:.: I : : . : 11 �,_e- ;'4 .� . : : : - . : � : ;;. : : : ­­­­ ...... I .................. i ......... ....... I ........... ..... : .: .:::, : : ; : ..::: 17. THE LOW VOLTAGE AND ELECTRICAL PLANS AND SPECIFICATIONS ARE COMPLIMENTARY 1:: : - T : : : : ::: : : : : : : . ....... I" 1 WmLE LOR - 'I", 11 :; .. ....... ......................... . . . . . . . . .............. ................................... �!: ...... f ...... e ..... � .................... - . .................. -­­­ ........ *** z. . 1. N LJN . : :-:-:�::: i : : : : : i� :.::- : : : i ... I ............. * ....... ­** .... * ... ­­ ..... *­* .... ­­­­ , , "' i ! i ­"­ I:*' Ef t . : : : . I M i . . . , : :­:�: : : ; ::: I .1.. 4g . : . .....::: : : : : ::: : , 11ji I i .� , . .. .. .., i : : : i Ti:`P, : - �: 7 ; �; : : :: . f :.:..::: . . : , I ,:.:.::: : : : : :" : ..... : : :.::; TO EACH OTHER AND WHAT IS CALLED FOR BY ONE SHALL BE AS BINDING AS PA �-E�� : W : ; : : REG #3 ; �; ;� ::: . -, : : i : : ; : : I: : � . / : :-.--:-: *1 ......................................................... I ......................................... ; .......................................... : � I ::.,::: :: : � z I : _.� : Li" .. I -� , ::- .. . I ` :. � : I �, .. . �- . : : - - ......... �2 i: . , � I : . :: " �i -­ � : i I : : : : ..... : I: : : : . 11-1 I : R;;:;::T: U_ I: : � I f IHN.fr ........................... ff IF CALLED FOR BY BOTH. : I I 11-, .. ......... : ..... I.: ................. :.::.:..:.; : ... , : ....... I . ............................... I: ;: : t I : I .... * :--U I L_ - - ---�z" 1i : +30"ARF ! i : z ff:::::::: : . I ............................. I . , I O'U . : 5. --,,_%----? ­ ... - P'ASTA : :� ­ - - ... .. . ­ - . : I : : ;: : 1. :.I.---- ,,!? C_- : : : : :: . .......... .... �:_.­ - ::: � STUB yr- w : : . : : :j 18. THE GENERAL CONTRACTOR TO INSTALL LOZIER SHELVES FOR A COMPUTER 4 PORT VOICE & DAJA _1 U : . 11 . , - , ... F�� A . : �,, .1 .... * ..... * ..... ................. : I i i 'IONS . : I : : �j_Ui ; �, � 2: : ­ - I : ! ­ i .=-.::;1- : : � ....: :I1 f ..-. m � """' - . . I . , I .., I : : REVIS I ­ ____v,______ - __ � -------- _______-__'-­­O CEILIN M ........ I . : 11 .. : 1'________ N .... ... I .',, "' K.- I I ­_­_ -11.1 il U " I 11 :::::: i i NJ' , 3/4"C I : : ; . _­.. � o. _ SHELVING SYSTEM WITH ADJUSTABLE SHELVES, KEYBOARD TRAYS, CABLE RACKING ­­..., --- I . . . ... ...... � I � : : I i !! . - 11 I .............. ; A: I . . -, 1­.­'.,.,.,__'._.,. �....._.,.,.,.=., I PH?NE BOA D -'- - 1 %.V, I .1 ...... :,:,:,:,: : 777:,7:77777: . '*�, \1 91 ;: �11,::: : :: � I ." W/PULLWIRF,. ! . . .� : ; V. I .......... : ...... � ..... I .p , '7�i : - - : '�, ; I , _1_z..., !1'­13'>11iC.E`. i i � 7� ., I . : . .......... : ..... 11 ;. z: : : : I __ z '� . :: I !_ 1; . ; : :. ... � , I i ­_... - ... I .......... : ............ I M , ..... ...................... ... # DATE DESCRIPTION . " ! ...,:" -,,, c.� �- .. - I ,I il �6. lig . % . 7 __ . z: THE PATCH PANELS, P )RT CONCENTRATOR, AND FUTURE ETHE-,NET HUB. . " . , __�_: i , �� . : �, .7 : -i- ; - - - - : I: ; : 1: � _1� 1 * ,,-::, ,� U'... : .................................... ........ i . 2 [OR - - . : .: .:;:: .- z � : : ::.. : . . : . ; 1. . .2; : ; I : __i : : : I : : , I: .11 . I ....... 1, . . , -, : ­­: , , : : : � ­� : I: : : z:; : � : _� : _��Is,:.- ,�.`:- . 1. . � . .T'. .e 1. __ I �...:, � " : + I 5" W-M . ­: ----- ��* .: z: i � : . � . I -------- -- � ----- . . � '. I .......................... :. ._ .... ... ..... A_ ...... ... _. -._' � ...... ... : i .......... . .. . ...... � ...... --- ------------ � ------ - - ................. .. %-­. : , �_ ­ ­ . .... ­ ... .. ­1 ...... �.x - ----- ­...., ... ­ ­.....­.- ....... .. ...... .... ­­.. ­ ­ ....... I— I ............ � ..... � .... .... I— - �,_ . � ---. __ � ... : .. I : I _­ � ::::::.:::..,, : RE #6 -11 - - ------ .. ............. ..... ... ................... . .................. -- --- ---- . - _� � ., ­ !: ': �:: ­ �­ ­�� .. - : : - � .. .... . .. +. 2. ___, : - .... . � .......... � ...... ... ­­­­ ...... ... ........ ­­ ­_ -1 , I -------- � ------ - I ........ ­ z: � mm� .­.­ : I ` -�_, ... ....... ... ... � .............. � ... ............. __. _ __ --- _ I 1 a ..H_ : , � -% -,� � .1 1 "C STUB UP'f"l I -­:_::11.:!* ."? ... �, �.,,, , e_ ....... __ - .b - _F____­__J : Ir­J4 `7 . _:1 + 115 "AFF I.' : : -�_­, � - , , 1H. - . ,,_ �" - , , , , - T DAT� :�q�.pn t - ` - �_4 11: I: , _­ ,.� -1 __1 __ ­7 .... 3 ... -TO ..... CE I I_ -.,.,,,., .... � ..... - .... � .................. _. . - .- .__ ... - . ... ....... . "'Ar'IF -­ - ­-­�- _. : . !, : _____,� "K., � .. . . ............ :- : , ; .. 1. I ..... ........... :.. . �b I- - �111 . . . . . . . . . . . . . . Q, � ------ ---- :; : 1 --I,' Ili ii. 19. THE LOW VOLTAGE CONTRACTOR SHALL FURNISH AND INSTALL PATCH PANELS A 08/02/04 INTERIOR UPFIT .�� If 7 .. U 11 . : : : I ­ �­.,:, 1, , ., ! � .. ... ­­_ - ",,,,,, ; . . . � . ': I I 1-1-1-111- , - I . :: . ; -, _",�' : � �__ ,� _ �,"_,' -7 ..... _7 /' I : ---'!. ; ]LIN - � __ .... - ... � ... ....... I , / ,P 14 I . F .......... � ................... .. ---------- � .... ...... .:..:..:.,) . ....... ....... . : ...... � ........... -:--: AS SHOWN. PINNING SHALL BE ACCORDING TO T568B FOR CATERGORY 5 ........ I I ....... i "r ,, . - X, f . . . . 1-1 : : : i; t z; ; ":-:,-.,!1 i�: ! : =. ........................ . : ., 1­­­1­Fl..S.1.1.,...,: : . : i . , ­ I : - - , ?N1 .., ,_ � 11 � 11 ,� -,.,-.-,- ;., - : -i­ : ::: I * "< , � -'.'.*.*,' � � ; Ii! 5 i I ....... � ----: I L I., ­ "I I , , : : , * �.l ::: . -, : z;: I 11 g .." , wl ­ -1 : : : �,�:,.11� �11�_, "I .... 11 I - �. ­.- : : I �. i 11: ! - WIRING, EXCEPT WHERE OTHERWISE NOTED. . "� __ : , _ 'd, , � . :: :;: : : . -.-?,l�ilf:� I ,.1. .- " : ,I] !:: i i. : �: 0 - :: I .... V .......... . ... ... .... .. .. ... ... .... ... ,� -!3 . "I � q_ : : . - -, 11 I I ................... I .... `�t !, .-, ' " , .... i ,�. c­ ..Z, �­,', o - :: .1 , - ' "' A .... ::::� 1. ..... I ............. F...� ..... I .................. f ...... . _ Z­ : : : &� " 1. . - .. - ................... . � - , .: ..... ­.­­ ........... f .... �; M, I :- :. : - : : : .'-'-'� . -11','. ­� A ", :: � . ­1 , - � �L : : * * . . z ,.­ .... ...... �� ... �z­­�,­� :: : � - 11111` I . : . I "C , �, i . . : : : . . 20. TRACTOR SHALL FURNISH AND INSTALL RJ45 OUTLETS AS z: - � : � , : I: z : eV , ,`� . 00M : : . : * : � I I , * ; I /--------------, I: -_ -_ .4 �1­11 i :':*:: zW : :;: ::: % �: N f�q : : :: ::: : ::-.- ., ­­ - : I: ::: . 11 .. 1: .: . = = = - -HE PLANS. FURNISH AND INSTALL A MINIMUM TWO (2) CABLES : . .- ., - - ... : : . . 17 : - TUB UP i`yl ii-*,`�,5,*-�',`­ '.'_�- if',"', ES , - - - _71 /PULLWIRE I , F _1�� : �D� = = = = : :.. SHOWN ON J ;, "'' , , ;­':� , �, , I - - ... - -...:. -_ 1. I .............................. .. � z � : _1i..,_.1. I-- ; J _: L__1 --1 __j . I * :.:.:.: F I , I I ; .. - � I - : I ­­: : I : : ::: ; ;.. 11 11 E & DATA ...... = :: �� �, - --I- .­.: TO PATC H : I., ::: . ::: . I z: t: I � ; I . I I I .------I-- il z 1*1' . : :::::::! : I : I : I 'Ji ........ ".-.:.-.:­,; : . : ; : : : 1: % �: ­ L:�: � .............. � ........................ I . . ... PER DROP. AS SHOWN ON THE PLANS. ALL PINNING SHALL BE T568B. 1. , '. , 1. - : I : ....... , \ / +24 AFF 3 .;: .. .: I : I I 11*1 . . \ ::::::: : : ": z: . ;: i ; , .'4',­, (-,: ! :::::: / � : , PANEL 2" C. TO N.I.C. PATCH PANEL ; . I ! 2 : -'.C. TO PF NE .. I:-. I .. ... .... .... : . �. �: � I.. /:: I F : , : . \ _....­ : ... ....... .� .... ....... ..1 el".1 - : . � .: . EATURE" I F- A: I /: . : : : : ... : \ . \ 7..: - / .6 , - �: ".�: : : .:.:.:.: i: : : : . \. / �--..i,­,- .., i/ :: N : ........ : : *, z I.. I . 21, CAT 5 CABLE TO BE INSTALLED PER THE COMMERCIAL BUILDING TELECOMMUNICATIONS _: : : :':*:::: : : : ".... _., .. . : + ­­ . . : �\:. : (FIELD ... VER -Q-ORD. i: BOARD W/PL _LC ORD. -.1 �--'%­ __'31f­_ I: :: 42"AFF v;: : ­ __1 , . ,... . �;FY) W/�.ULL , : : : ... z., I . " �, I __ : 1-131, ................ .,,:�_ . . ...: I : M_._ - . . ................. ; ......... .zL____ i/'; ,�: : : : : : : 1: 1: : -_ ­.- 1::. .. .. .. ",­ - _ ---- : I I ��, : I L ,�":: I ,k� _: : :::::: .: .: .. .. ­ : : : I ii .."." . ! I., ­.- ,,p ,.-.�,E,..4----. : : . .--W: ::::::: . .:.:.b, : : : : WIRING STANDARD SPECIFICATION SECTION TIA/EIA 568A INSTALLATION TO BE TESTED . ::: : .:.:.:.:: I—.. . , . i - - --..-. - - =. � _.. f --- :;.­........ 7._._.,._..,._.. . . I P �, - v- ­� i%, q N 1. ; ­ : .. ..��: m.-�, "'; �:,� " i��;:� 111�11 I I V.. . . I .. . ... ... .. ". I . . : : : t _,!� 1. -- ? ... .... ... ��. I , . . ,. ..:,.: ,..'1.­..%.,.. : 1: i:: . : : t : I I _,*� I ..... i:� ii 1�: :_ - - - - I - : I .. .".."N" I ! �i -_____l I..''..,_%:-, .1_V.1'1.­.:1 I : I � ..'.: .. ... . :....:. �: . - : ....... I �� , .,�:!� "�.-.,; : : '­,..,.%,.%. . : . � ... , ,:. ..." . : ......... . . ". . ...... ..", : : : : , I .................. __ ........... � ... ...... ............... � ... � ... . : : I: : \ I" " .. : I L --- t-�;. n I : f"r `1 : . : , I : : : :: . D, : / - : .... -/ ,­ . I z: I --- , --� .L� .... i .... I .... I .... , ...... .... I ... �* .. ..... M . I i ,�_- . _. ,.%,.%.%.%,. .- o ; . , . . 3 . ..; .1 .._ I ,. * / , ..... : 'I"- I . -1 \ % .. - :/',: ...... . :.: ... : : : : ; . '. I v : .'. ... !/ :.. : ­ 1_11­­­.­111­1_1­ 11­ ....".,-.-.-,-.1',�,�������-:�.,�i::;. , ��;�,J'.� , " . : T - _1___1_1 I: � : : ; "" __-:�� .: -:: :-.: :­ : : : : - ",-] : - _: � . : ..! . I i 22. A COPY OF CATEGORY 5 CERTIFICATION FOR ALL PERSONNEL INSTALLING AND TESTING 111, . : . , 1��'.'R q . .. I - :.� : : : : � .11 � - - - , I I I � ,.1) :, : .... I ...... ....... : I'. :.-, : '­ : : �; . : ..... ­ ... ...... , ... �: \ ,. .... .11: . : : : : : ,_�_, ; : - --. �.,.!�,j * , ­�,, " , - ....... I ....... - : I : : -.'.,, I , : : , \ ... : " ,,l 4 -,�-,- 11 . I il '.1 :1 . . : : : ; I ..... � ............. .. ... _ __ ,-,.��F,.- -_,,�,u�p I - - I . :- ..: .. :.*. , ... : : , " - : : : : . :: .. �., I � : / ..... - - . � z-,.J-,-: �: I I ]: :- .. . : -i I il::�! �/, : : , . CATEGORY 5 ­* t ..... \ .� r. - : .. V. ... I '. 4. : : : : � 1: . : : : ....... : . .. . : : : : - ... : : - i: ­. ., _F.N_'.1I,_,1R TFMH : �, -, �.: ........ ....... .. I.: I ?1­111 "I'll, . : ,_ -I � :.,: ::: ,!J 1. ... ...... . � ..... � � I - . ......... . SYSTEMS SHALL BE PROVIDED TO THE ELECTRICAL ENGINEER AND r, : . ........... :1r= ---_----_--_-_.--_--:J W , _,.` F.--f-I ­1- -_,--,--, I ....... . . c ... i .� ........ ........ 1" '1*1'.11 : : COST PLUS, INC. PROJECT MANAGER PRIOR TO BEGINING ANY WORK. . - :: I : _____ ==I-..... . I/ , .: ..... 1 �,,r_-�i . !. . ... ....... ....... 1. if., : : : I: .: I I : ........ :..: ........ ....... :-. I � : V ': . . : : Z­ : : ........................... , I ..... .... 1, 'T ... t .... :i : . . . : ­ ­ : : -I, `� ........ : . �� : : :: , -1 - ! .*, L, _: . :.,: �� % : .. : f .... . . ; : . . ; . �� . : .: : ; . :- ..: .. :.: :. ­ : : �,_ - ; ; ,-..-.. 1_-," : : � - - � �. : .1 - ; ,�_, : �!.; L:; .,_, : . . I :-- .. 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" - I �­ -� '­­ ­. : - �K �". , ­­ ­11 UU, : ,� `.", - .. : __ I.- . . : ­ , .... _.. ., : . I - - ­­­- Z­_ � : _T___T__.___1 ?.:,. . . - . .: I _. ­ ... ­ 1_1 P ,.'3 " : : ---T. ":::! . . ", F .-'-, " �) ; , ,.,." : : . " I... . : ii:l :-;,? �J, .. .. - : : ., -.-. --,.'. , : S .... ; ; . : , . - . . : : - . , -fjk�.­­.��.i "..z.. : : - - e­ _: : - : . -el, :3 ,,�:� I , I : : : I : ELECTRICAL ENGINEER UPON COMPLETION OF THE CATERGORY 5 SYSTEMS. : ! . . . 1. . I .... ­ 1­­ .............. . . . : : . . - I !1..! ,�-�y .: l.i_f U-11 UI.Jl -,._,, 1 ") : � . _ I � '. , "J - ' - i e :. �_, I : : '...I.I I .. . \ I : F_� �' 7 i � _�' I I: : - - 1: - \ = ........ ....... ....... ....... ....... I ,. � �­_, ­ : I : .,.!..� .... ..... I .... ! .... 0 ? -1 . E ltj ..: '_­ . , '..­ : ..'.-:� . k_1 . : , : - : _., . : f. r­ .... = . . . : *'�., , : �� : : : : . ......... ­_­ ...... �­"_Fz i . '. .. 1 A '. 1i 1% - . - --- ".. : _ - . i M _., ".:* - - . 1 .... _.� - : . ., - ,,, -, ,-i1'NC1­f' � 1.",q) 113D , L :,I _: ::.: ,­ � : - : 11 - -��--.` C : . : : : * _..., . ::. �� .. .. : , .�" __1 : : ; : - � : .1. :-: .�� ..�.. . _� , a� .. , , : : : : : .1 , : 'I----. �_ -��.,-.--v�.r - " i- - 1""! .... I ... �,�:�11 ftm,11' : I: I . .. : , q i 24. N BOTH ENDS. THE NUMBER SHALL . w., ..­­ I � : :� � .. � i ! ��_,__ �­ e ' ' I : - . :o A . ........ I .a. E ... . : I 1 , I.......... ­­Im ........................... :..:: -,_�.. - --- [_ ­.. . - .: . - ::.. �. : . ..... � 'I -A : ­1 � . I ,"�', I : '. - - : -r- '1.1_1�6,;�: - '.'.*"J ::: .... . . .. .Q.111 .:. , : , �: I.- : : : : : . ........ ....... .. , 4 . ., - :?� -: 1. ; t . . � i 1�' : . . �1111­11_1 --- "I'll ----- "I . _� __ __1 .1 � i ! - - O.; :..-A -�_ -� , i : , ...,... : z '. , �� : . V_ - - : ..... I . .... ::_:! Q13 (...'� , : _1 : "'.11,11 : ; : IDENTIFY THE PORT, EXTENSION, OR DEVICE. . .......................... : . ­­1 f., :_ - : : : \ - 7r_1 n_ : kll� .1 - . : . ....... ...... i., -_�'..'-` : I : . I----- 11.1'1;,� . I ... � .: ........ � ........ :: .. .... i . 1, . .. ...... Ili , . ____ .... .... . : 0 ­0 . . .... .Dil . .. "' " '. . 'i .. ..... il-­1 S I I , . : : I Ll - � - I �� .1 :- _,.� I.-3 . .:. . : : ;�. : i : I � � . : :. �J k�� :.: �_ ,,.,,,, : : : t : : .1 i � : cc .::: f J :: v. ­..�, . : . : "r," ..: : : . : ; ... � �_, : �i.`i` : : : :: , V. . . : :.. , : . 1_� : : :-: , : : . : : :; F ­ I . :: . . . : , : �- � ­­­ :­_­ : : : : : i 11 - ...... : L ., . : I `� -, : I ...... �� : r_ - _� :..ii .1 : .. ?, A = ..... a, - ........ : "'i ­­ .... ....... I "..". '. --"�- __ __ + H. - ,�� . . ........ . � ..... ....... ; "' I. - ` . 11 .. .� : : V.� I'_ : : : - - I. - : I _', - - F.........' ... ..... ....... : ­ H= ...... ...... .......... I ...... . .:.: ..... : ::, - : . /,---,;:.--- - 1- . :� .: . f UU. .,., : � . .. I- . :: . : : : ,f -,. I : ,.". ; � f)Ti-r-R R­iD S� -.�-'�-�.-��,�-',.--%'�'..'r-.�.::.,i f,1,,.,,.'­.;.,),r �-" %In�n­.11"161 .. ..: .*. : :: _. : .. 25. PLICES IN COAX CABLE, CATERGORY 5 CABLE OR ANY OTHER ; I. - I ; i , I "' ,�,., , : : : : - : : I. - . !��: : : _ .: . ::. : : : � : . �1' I : _�­. .v 5 �, : 7�_ . : :.- : : : : : F : : I . : : : : ........................ : . . . : : : : . : : .1.1 .. : : : : : .... ; .... I .... .... : .... ;­ :.,. : : . :-: :- : : ;: I ... ... .. �__ ____­�� I : . .. I ii:d ... : i i i . : : ;: : z I .. _ : : 1;� . :.: : : : : : : I: ........... - , , - I ..: ., : : : ; : : : '. ., - .: I . ­ : . , L --- i ... � � : �.,­ " : : : : 1. : i: , ". ...................... I , : : : : : I . : : : : : ...................... ; : I. - , 0.1 I, .... I : ....... : : : � U, %:! :1% : : : I. - , %1, � _'. � . I : : *-. � ___ . 1:1 � ii'l 11" : LOW VOLTAGE CABLES. : : 1� : ?9 : F � �,,p > :J .'-',.-) : : I: i e. a, ,---;­-U NP-,AY: R1 -afl" I LL I . . _1 : _ .. _� .. _­­ I � ; . i I 1. 171 I 'I 11 __ ,� Z� ­1 i .... I .. ............... I , . . 26. 0' OF CABLE WHEN THE TERMINATION ; ., )), . ...... -.I.-- �:.,..�.,.,....I[ .... . ....... ..� !...-Lmu`�*: . . . ­ ­. .. .. .. .. : : : . . . : : .: \ / ( ,5 ( I * �­' , ... . .. . . ­ ... I .. � .. . \ .- F, iu---, 1NG� .: .'.' ��� , ... ..... ; I. : . : j: ... / - , ; : ,--; t:, : * ........ : ..; I; : : ': . . . . ..;.". � : ................. :1.*.,.,.,.'1,._._.-,-.-.,;-..: . . .... �. .. .. .. .. , � 1. ..: � . .. .. ­ :. .. .. .. - I I ­­_ _.- - .%...'................ ; ............. %.: � . . ..: '''....., : , .......: z: ; I � . . I - - , 1­ __, iW` :::,::::..:.,::::,:::�,::.�::1 I I .­.­ � ... : IS TO BE MADE BY OTHERS. : -...-,. : ..... ..1 I :,::--:: I � I .... I ......... : ...... .......... w�vwwww. �"___Y­n lr�- ........ : ............. :­ ....: I: : ; �: �: I . : i !, � .: - ::: - � - : w_._z : 1.e.1...,.:.�.1.:.,...*.:.�: :.,...,.:.�.,-�-*���,.���:::.,.: I ......................... ­ ........ z ... :..: ........ � ... : ... %.: :­ ............... .. _­� . : !::: � 1. ­(..­: . : . . : - ; : I : , : ..'2 : : : . ; : z " . , : � - . .......................................... I ..................................... 't : 1\ 1 27. .::: I �. . I .... ....... 0 * - * i " - , - �;::,,s� ;.,-.,;,--�.� r-.-...-; "' �`, OA LABEL EACH RJ45 WITH THE ASSOCIATED PATCH PANEL PORT NUMBER. LABEL ........ .......... * ....... " ­ * . . : I , : ::: : I 11 . : I ; 11* , F:.. � I'.- ­��%­i -�­.. k :� � -- I ­ I::: i ! _1 � : , "�.,., ----I .1 ... 11: IEI�j "" ....... ......... I ................ : , 9 ... I ... - 1: : ­1 f'.-,- .. : I .I..", N .1 ...... I .... [:. . "). I ;_ , (" I e . , " ,.; .: . . . _� " � .... - i:�­. ; I-: .. .1 ? . t... - .. . . ........ 3 : ............ .... ... .. i. I .1 ,­.1 ... .... ....................... : �, '_ : ,� ... ....... ............. ., . : : : VIA,JL i . I F '_­ '-"' - - - - : _____ 1, .1 I ., : - ....... .., ER_� C11 ; 11 : 11 i� ..... -, .1 ... ................... : -1 ,,JeJ_V.Y--i : : CHAM, ."._" z", I DECALS TO BE P-TOUCH LABELING SYSTEM BY BROTHER INC. OR EQUAL. - :: �: � q ­­ I FT, : I: .�­_ -.1 ..�­ I : 00 ; : - ..... ­­___ - : I . I 1. B : - ; : i I .. : I: . ..i : : I : :: : ­ : � ­ : ; : I i : I I : I. �.' :1 I : I: : ': : 1_� : I 1. : 1: � , :."�t- ,-- ; i :, : " - . : I . . . . . . ........ i! .... I ........ II .... ii ........ .............. r ................. .... ; .................. f ................. r .... ; ............ I .................. : .................. f . . I I: .1 ', z : : . . ... . .... 7:! -- -- -- - If .............. : ............ � .... I ........ � ......... : ................. r ................. I .................. : .................. f ................. I .. 28. ALL CAT 5 CABLES SHALL BE SUPPORTED USING CERTIFIED CAT 5 HANGERS. I , : : :: - - .. / I : 4: : ; :: ; I: : : :: ; : :: : : : ; I SPACING SHALL NOT EXCEED MANUFACTORS REQUIREMENTS. : : : : , I ... : ... - .... .. : i : : U . I'— .$�';.2.*,.I.: , : :: . . ................. I .................. : ... I N i..: : : ::�,_­_ U ; a q : - : N ,r=' '. . . _ ....., .... I ! .. .. . . I f­ I .......... * ... � ; 1: I ) - -------- : : : I :: . .: z : : 1 : " " I . , , � : . i .................... :...fio­;, : : ; : I: � � . ­ z, . :11 ; .1 ­­ I' ­_::%: �",zui:i�:�:�,, .��. I '-'A"', :�_ - - -1 ---- - rT I - ­ I I -------- I --------- I : I 1 1 : : : This document is (D Phillips Partnership, PC and is I , : �, :;.-- E..,: �-;:�-�;- : `. , I- * - � ­­� .. 11 -, I ­ei.,� - I ! ; . . , , : )� . . : �i .. .,,.. I .. ... . i- ." I I : ............. I . I ; : _. I i " "I I ','I T �-"`_!_-, , -j", I I : I " : ­ i III;-: D : _ - - ".. , : �_ L ! : i - ___ ____�. . - - ..... -1 .._ . - I __ -,--------- ........................................................................ � ... � ......................... =�= ............................................................................... ­.­ ... � . ...... --- .... ...................................................................................................... . ............ ................... I . &.:! . .......... ........ � .... .................. ........ .................. : .................. ....... . . E.. =... ........... .............. : IV' � .. : - . T I : ­­­ _____ ___ _,",= .... - __ - __ __ _________ __,____________ ... _ - " ____ ­ , ___,_­­___­,____ dered an Instrument of Service and is solely for use with i3fif�1'11 . , % ., 29. THE DATA/VOICE COVERS SHALL BE LABELED WITH THE PORT NUMBER OF EACH consi . � 1� .-------------------------------------------------.----------------------------------- - - - ---------------- ----- --- ------- ----------------------------------------- - . ; : : : : - : , � : : : : . ! . I/ respect to the project as indicated below. All rights reserved. , . . : . : : . : , " 1 : -I $_ e� 1 ; ­; j�, : : : : . : . I, : I—, "5"'! `�, k i�i!U_-` K 'v�%,Q`k­ �- z: :11 . ­, . : - � -T. ­/ : " - 11-�11 : RJ45 OUTLE This document may not be reproduced without the prior . : :, , " : : � : !S'!­CRA,nr: ?"v� ,-, : : , N -.4 : : .-- z - � : . I : - : I , � : .."., I . .1 .. written consent of Phillips Partnership, PC. DID , ,`ii� i :E �,0 : ; 1 i ,_: U ..> .: R", .., *% , 11 : : : . .. 1-C E 'U.- � .. , _� %�;, I%- __ % ­_., i : t ,-,� -` ­-, �-- ,­'; 1 , ;4 , -'v*..--, ,n ,e ,�i";�,V",-',­ � . '. , D*, ..� .... .. I— § .... .. Gui -s" I . : F _P ; : : ; . .. . ...... � ..... ­­_�. : : . . �' , : 6 ; , ­ �.."�:. - I ­­ - I , :1 �� : I ------ _ : : I - :.. : -1 I __.- : : : 11M� , _�,� I : I , , � 1.11� �.:.;...,_; *.'11'.'. S ". J1_11A1_`..1 `1 1. _. I 1�.. I __ .-..-.---- : . I-,-- � 114 I 11 I/ . : z '. . � ;_*,C, , � , "., / � : : .11 : . 1 , .. : I : , " : 'I,' _11� _!__-____- u,�,."'16"il""t� ....... - : I �,.jx,.,;,�­W� 11 1 30. DATA SYSTEMS, COMPUTERS, POINT OF SALE SERVERS, MODEMS, FILE SERVERS, . : : 3 - , ,'.,.�,,-.36.��'.,',,,'; , " 1_,_,1_1 T __ I ., TEINANT . : I : : I" -,, - ___ : -1 __ , . : . - le� - 1­ : �, " I : - - 'I'll- ___'1'11,� " I ................ EQUIPMENT AND HARDWARE WILL BE SUPPLIED BY COST PLUS, INC./IT AND WILL BE : ; : --- --- . I " ./ I : : �11;11, ! : , �'. ,t .", . n,A 1",- ii,a _ � : -, ­ : ___ ." : .1 : : - I � : TPERSONAL. .......... I .......................... ___ 4.�_�,�.' : : : , .., .... � : , , I : _," I—' ,/ CONNECTED AND TES D WORKING SYSTEM BY I 1, ?­1 _�' ; --------- ,---- : -1 _ _", V ,-.1 11�,ffl . _,"", __�",_,___ I I : ... . ...... 7-­­-::-,:-­. . "I " ........ I ......... I -,-- - . ­ ­ : ---------- ", : .11 : . -­__._ � --i- - __ : ___ - I : ­__ I , I ­ : . � , : i I - ------ -- - --- : : I -1 , , : I ! : : ...... � � ................ ­_ --- �_._, : -,-,- 11 . : V __________ . " ,., THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND JUNCTION BOXES WHERE % I : 11 - I ­__ _­ "��,�"""�,,��,�,,�,�,-"��., -------- : . I . � , I.. � : � / _�� --------- ___________,_,_,__ : ­­­ __ __­, _____-_____ I ­.�­_, : 31. : - ---- ---- : : - _'_­..__ . ............... ...-..- __ - ­ ..-.-.-..-., . . . ............... . ... . ... -..-.. _._ "-----I- ._ ­­ ­:­_ : --t=P I . ...... ­­ ­­­ �. , 11 .... _ ... __._., - - I-_ ........ ___,_­___,___, -.-.----,-.-,. - ,� , :_____ _____ __ : - _- -, -.-,--- I _ ­­_.. __ - _- - -.-.----,. ,., , : : _. ,--.---- - _.- . .......... ­ - . _. . .. . .... . . ........ ::=:­7�_­ __, __ - -------------- -, _ :::::: _ . --..-. - ­...- ............. .... ­­_ ­­_ """, _,"', -.-.:-.-.--..---.. . ......... ---::-::-­::�__,-- __ " : ___,_', ... ---- :_._--,�: __ ",'�, : REQUIRED. IN FINISHED AREAS BOXES SHALL BE FLUSH WITH CONDUIT CONCEALED :�fr__Osf LUS � : , �'. __­_ ___ . ... ... - I : � I : __ ", .__,_,___', I" I �, : IN WALL AND TERMINATED 6" ABOVE ACCESSIBLE CEILING. IN UNFINISHED ARES, ]a M : , , - , : : , ", �� , , , : . . : , , _,____,__:ii� i : FACE MOUNTED WITH CONDUIT TERMINATED 10' AFF. THE ��,�."", ____'__­' . � ��, - _1'_,__ --------- , ; -, 1� " ,,, �, �� ­-_ : , ____ , ", 11 ­� - "" : "", ___', , I �� ,__11: : _ : I "I LOW VOLTAGE CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE WORLD MARKET " \ ". %,. I : ! I I : : 1, : .. I ".., �1_1 �,_'_ �,� : ./ I " 1,1\ " ! : I _­ I �:, : : I : ELECTRICAL CONTRACTOR. � :. ., I , \ . � "" : : ,� ------ ___,", : .1 � I : : �. : : , t ........ � .................................................................... __ \ '. ­ . ..................................................................... � ................ ­ ........................................................... � .... � ............. ..... ­.­ , ........................... ­ ........................................................................................ � ......................................................... ........................................... , ___ I �. . . \ \ - -, ", ___ ... ­'..­�,, ,., ...------' � -..-.'--, �. / . \," _­_-___­_.._ ­­_ ___ __ ___ __ _____ ____ ____ _.- ______ ,-".,/ LOW VOLTAGE NOTES: I ­­­__.._ _-_ 2251 W.P. BALL BOULEVARD . � . � NOTE 1: ALL LOW VOLTAGE WIRING SHOWN ON THE PLANS AND DETAILS SHALL BE . . � FURNISHED AND INSTALLED BY THE LOW VOLTAGE CONTRACTOR, UNLESS . . SPECIFICALLY NOTED TO BE BY OTHERS. . . . I I .. . NOTE 2: ALL OUTLET BOXES, CONDUIT AND WIREWAYS FOR LOW VOLTAGE WIRING , J ECT . I I � LOW VOLTAGE DATANOICE FLOOR PLAN 1/8'n=1v' 3 SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR PRO . . . . GE CONTRACTOR. MAJOR LOW VOLTAGE CONDUITS I IAL - AND WIREWAYS ARE SHOWN ON DRAWINGS E2.0 AND E2.1. THE ELECTRICAL . . CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL LOW VOLTAGE THE MARKETPLACE I . CONDUIT REQUIREMENTS WITH THE LOW VOLTAGE CONTRACTOR AND COST PLUS. INC. LADDER RACK FOR CABLE & 1� I-, PRIOR TO THE POURING OF CONCRETE FLOOR SLABS AND THE INSTALLATION AT SEMINOLE TOWNE CENTER BRACING TO WALL BY LOW OF DRYWALL WITH IN THE STORE. . VOLTAGE CONTRACTOR OR-60400159 19" NOTE 3: THE ELECTRICAL CONTRACTOR SHALL PROVIDE BLANK TELEPHONE/DATA COVERS I X TRACK BY LOW VOLTAGE & BRACING TO WALL _c _4� (2)2" CONDUITS . BY LV '""`__� � WHERE REQUIRED. LADDER RACK FOR CABLE � � PATCH CONTRACTOR CONTRACTOR- OWN 4" 1 F_ ___1 FROM CEILING . . PANELS \ . BY LV -1 . . . . . I CONTRACTOR �,,,', 48 PORT CAT 5 PATCH - , \�===i RP-23,25 LOW VOLTAGE LEGEND . I PANEL BY LV CONT. _____ SANFORD, FLORIDA . I . 1 24 PORT CAT 5 PATCH I WIRE MGMT IT 1: PANEL BY LV CONT. --- - RJ31X < DATA RECIPTACLE CLIENT PANELS WIRE MGMT PANEL ... �.. . �' . . � BY LV - ___ 34-105010 SHELF VOICE CABLES -.1, .., ... . .. 1. . CONTRACTOR HUB (3- BY LV CONT. 00 00 0 0 00 0 0 / D � __ ] ] __ 0 0 0 0 ..i.�,�i::`­��� �-3`.-.-11. _­­ .... - _11. . 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CONTRACTOR— ___ CONTRACTOR 1 1080 HOLCOMB BRIDGE ROAD . ___ U.1 CL BUILDING 200, SUITE 150 . . � � IL 0 ROSWELL, GA 30075 � OPT I I C MINI \ U) "ORKSTATION I TEL (770) 645-6566 FAX (770) 643-9540 OPT I I C MINI - - \ I 0 PLUG PLUGMOLD OR �� I � I . TYPI CAL STATION . I . EXPANSION 5 DUPLEX OUTLETS BY PHILLIPS JOB NUMBER .- BY LV - ____ LOW VOLTAGE A B OUTLET CONTRACTOR--, - - - DEC - CONTRACTOR RJ45 568B RJ45 568B ___ :-DEC TERMINAL OPT I IC MINI TERMINAL RP-23125 N.I.C. ISSUE DATE -,-' BY LV BY LV PATCH _% 1 34-105010 - CONTRACTOR EXPANSION I CONTRACTOR I -_ 34-105010 SHELF I PANEL 11111111 11111111 11 DRAWN BY/CHEC-KED BY 05/14/04 I SHELF I :::q- - I I I ,,--" MTD ON BKBD O AWO/CCJ . - BY LV _ _ fD - 34-105010 SHELF I I I --- T_ - BY LV - CAT 5 BACKTO66 BLOCK M�TE - GRAY DRAWING TITLE I B: . . I CONTRACTOR O:GEN MOUNTED ON BACKBOARD CD PLAYER CONTRACTOR VO CE VOI CE . .. BY LV . I I CONTRACTOR BOGEN GS150 A B I . . - " RJ45 568A RJ45 568A TENANT FLOOR . 11 34-105010 SHELF 11 I . . . 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I I : :: ........ . : ! i : : . ....... . ....... . ..... 2 : : : : . : � -� ! ; - _... .- ___­ : : : : : . .. ....... . ....... . I I .. H I . i ....... _ ... �­ ........................... FURNISH, I I : ... : i . ........... I I. i F 20.0" CONTROL/ -1 .... .. ........... I]. NSTALL AND CONNECT ALL DEVICES. ELECTRICAL CONTRACTOR ; \ : " .*...- : - � ... ... , .. .- :: 1i : : ! : . : : ; : :: :. t : . : . . ....... . .. ..... - _. ...- _... ...- - : : : : : : : : : ' 11 :: : : 1 : . / . ....... ­�*­, I ::::: ' i : : ....... - � � ..................... - .......................... ........ .... i ' ....................... . � . . 6 I .1 : ....... - . I - : CONTAOT* ... 6* ... �4,.'.NICATOR PANEL � : : I .. ..... - - __ _.. .- : :: il i- . : : SHALL FURNISH . . : ; ....... : \, ! .- : : ....... . . . ..... � . ....... .. ... : 11 _? i : : : : : 01 : " ..................... , ; _ Q, : - _..., . ­­ - � ......... �: EG ' - : - : : i ISH CONDUIT WITH PULLWIRE STUBBED UP TO BELOW ROOF _+ I i 11[­­*­­­ '. , !I g, _.... . R . : F,__ ROOF HATCH �� � ULAR IJACK-UP PANEL : : _.. ___ . :: : : : . : - _ ...- : u. i: :.:. : : . : . . . . : . �: �: 1.� : .. __ � 1: i� .­ : : . . : STRUCTURE ABOVE. _: _.. ...- : , _� I i "'11"­11*1 ­ ­ : I / . . : : .� I : ..... . i : : : : : I " : .� ...... I I ._ .... m N"..'_11, : iv/ .. J .... . I I ...: . .. ........................... ..... � ..... : ....... __ 1: 'i : I ... - ------ � .= .... - __ - : � 3 .­..� .... ­ ........................ � I : i � .;,, 1 z -1 I . ............... � .................................... . ­ ............. ­ .... *** ......... ­ ............ ­ .... . .1_'�::.,t:`.`...�.,,.,.,) .......................... ; ................ .. �1­ A ---I I .... - I—- 11_Atk.fl1.1_,i',f_­, F­ _'­ : .: I : ." . : : 1V , i ............................. T ... .......................... N',%', �� N % it I " � - : : 11 . t �L �­*.%;:� - - ---- . ...... - : . . : : - : 1: . - ;: - : : . : : I % . I 1. : : .: .: �: : :;; : : . . . : ,�t .. . t t - . � _. " . .1 . .... .... ... . � .. ; i : :;: : : : : : . t I ... :: i / I : .1.1 ::! - .:: : : : : : : : : RACTOR SHALL HAVE SECURITY CAMERA SYSTEM UP AND _�_ : - : , : ,.... 11! i it. :: 3. ELECTRICAL CONT , . :I`__ : . ., .11 : . ` "..... ........ r ,���� , ,, I � I : : I : : : I I , - 7 � " -7, ,::::::: . ; : : : : b �.:­ " ­ , : IC --,!---,FT � �, : : I 0 : ................ .. : C 11 . : :�:­:: : : :; : : ; i : ... : I : : �: it : : : : : . -, ................. ......... : ............. .. ". I , : Q) It ! I : ::­:�: .:.::i i : . i t: V ; : : RUNNING ON DATE OF POSSESION BY COST PLUS. CONTRACTOR TO N . . . :: ; : 4 :: .... � : . / I . 50-80 ................................... -.1i, .::: :: : : : I t. : : : I ................ ; . 11, - " : :.,.:.,.:-*, I it it : ... . I - : :..... I ...... *lj�SYSTEM% . ; , .i HOOK UP. I . .. ,V13 : :.:.,.:..:J1­6 . . : - : : COORDINATE WITH SONITROL MONITORING . �. . .� t :: i � ::: :: : : : .. :.. . it . . . : .1 ... .... ... ..... : IN : . .. it :: , .... � ........ � ......................... Jz . : �!­ ............... : _,ANII'Dilll I �� : . . z: : M---,at,-,­- 1 : : : : : I : I ... ­' " � ". : � I- : : : : . I : : : i I r:... Z V, 1� : z : : : I. I : Ili 11 1� I .1 DOMED: CAMERA P.T i �, i, . .. :.: it: : . � I - : : . ::: : : : : : ::- ; : i : : ... .- ' I � : : ; : : 4. ::: I M....... 1i i F LHPkIM 1111,`-M : 1§i k . . .. . , : " " : :::. rl\ I : " - : . _� : - .91STER !! :% UIRED . �.. : C 10- 1. )IN IN N G I --! : ­,; ... : I : ; : (CA!Rkj,,� s) : - - -Ili: ............ .. ii: ::: . . c : ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL REQ Il , - 11 .- ` " "...." . ::. . ! : : : - - , ; ; : : it ; ; : . . .: ::: : : : . . - .---.. ­1 I'll AC ; : �- ; it 11 ... :: : : : : : : g ,,, , �,. --- - :: I- : : : : ­111f,:1_, :: : : ; I , ,I - ..., W T1i1N;C I "' ") 1�1 , () : it � : : : : I— : - - : 1. 111,1.", I E --- -'.p.n,0_--Q, I,--T, Pl'.'Jaf " r , i: CONDUIT INSTALLATION WITH SONITROL. � I �,7T --, , . . � ` ::- : : . : : I .... . ............................ � ..... F ....... I i - Z� �1; I ..... : ................. .. - :: : : : : . .. .... � ........... ­ : : : : ............. ... * : "in"'.) i 1:-J. �1.3 : I : . : : : ; : i ...... � ........... I . 0 -:,t�iiA...---X,_,, � I , . ; ! � - q11 . " ...................... I ' . : : : ... : I vivmL_ . _ . 112 1'� �, i ,4 �­ I I ` .., ........... - ' . - . . . : : I Rt._. I ; . : . : 1: : : 8 ; : : : ­ . : : : : : : ,��,A .. Q t-. r, 1: .: it : : : : : : - 7 . .� : : : .; i : : : : : : WALL MOUNEE, �. : : I : i . ) : ; ,p.---.-.::ni� ��� :::,:,.: : i �NIIP RE:G A MERA SECURITY SYSTEM. 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I __ : .--' /. FIXED , �, : . � t­ .............................. ......... � .................................. - ,� / 11 1'� - -----,, __ " ,.. # 2251 W.P. BALL BOULEVARD ..­.. --------- -------.-" I/ . ___ � DOMED CAMERA . PROJECT I I NTS I . SECURITY FLOOR PLAN 1/8'-=1-o-, 3 LEGEND 1 .., .. THE MARKETPLACE . I - ___ AT SEMINOLE TOWNE CENTER I I I I � � -_ . SANFORD, FLORIDA I I I CLIENT I I I I ­ , " ­ - ... � I - .... I . .... .'. , _, .. ....... ... � - . __� ...... ...... ` ` ........., . ... - - . ... _ ....1- ` , 11.1111- ** . ­ .... ...... ` * - I - . .. - I .. .... I ...­ _.11 * ...... ...... ..... I - ­ I .... _ ..., .. ... _ i­ .... � I . .... V...... ­­ _....., "... I .... -.1 I 11 I I I NORTH AMERICAN PROPERTIES I NORTH AMERICAN PROPERTIES - ATLANTA � 1080 HOLCOMB BRIDGE ROAD I BUILDING 200, SUITE 150 I I ROSWELL, GA 30075 . TEL (770) 645-6566 FAX (770) 643-9540 � NAILLIPS)OB NUMBER . I . . . � - F . � - DATE . I ISSUE . . 05/14/04 � I � . . , D RAWN BY/C�­IECZKED ERY * AWO/Cci , , , , , , , , , , , , , , , , * - - - - - - - - , - I , ; , , , , , , , , .. 1. � I [ *L F-1 I I I I I f- ��� F ... ". I[ . r. * T T * , _. , � - '�' i % I I : . . $ i - , -, _ I I I , .. ` , , I - - F7 - - : . - - - � - - . , I , , _ff - , , - , - :* . : : : i : : : : : , : I E , - - - :I . -11 �_7`11 1 - I'll - 11 I 11� I � f 1 171 ./ -I--,--,- I -1 - - /�, IO I /I '.. � 0 � I Y" - -T ­ \� / - I I - , , __ 4J I. i - - -1 � / - I I I - - - -1 I I " , I , 0 .I I ,� �, WI � - . i . DRAWING 'TITLE . I � . TENANT FLOOR -1 PLAN - SECURITY I . I 11 I. .� t. ...., �.�, . I ` _ REVISION # 16 SUMMARY A. ADDED SHEET .. I KLVm2 ,1 �gx 44s. _ " _ ___ I . , � � . I LI .z! IIJ SEMINOLE COUNTY, FLORIDA A DEVELOPMENT FOR: M 9 :10:19 1 W6 1 Milk 1080 HOLCOMB BRIDE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL 770.645.6566 FAX 770.643.9540 , F_ PHILLIPS 00-01IIIIIIIII — P A R T N E R S H I P Architecture - Interior Design - Planning "ane 770.394.1616 F 770.394.1314 E p J D RB E F G H A ANCHOR 0 C D CONSULTANT ABBREVIATIONS DIRECTORY RESPONSIBILITY CHART SYMBOL INDEX PROJECT INFORMATION SHEETINDEX SEAL LISTS OF ITEMS FURNISHED INSTALLED NATIONAL ACCOUNT/ � ELEVATION LETTER THIS ABBREVIATION LIST IS A STANDARD AND NOT ALL OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE G.C. C.P. G.C. C.P. REMARKS SECTION REFERENCE DETAIL NUMBER LOCATION: CITY OF SANFORD A ABBREVIATIONS ARE NECESSARILY USED OR REPRESENTED 1080 HOLCOMB BRIDGE ROAD JOEL MABRY ACCESS PANELS ® XX 1 WALLS SHOWN IN SEMINOLE COUNTY, FLORIDA TITLE SHEET ON OR FOR THIS PROJECT BLDG. 200 SUITE 150 TEL: (770) 643-6566 Ax. AX. ELEVATION PROJECT ADDRESS: 1400 RINEHART ROAD KT1.0 TITLE SHEET ,Y ROSWELL, GA 30075 FAX: (770) 643-9540 BALER ® A MARATHON EQUIP. Co. SHEET NUMBER AB. ABOVE M. METAL PAN CONTACT: GREG LEON SECTION SYMBOL SHEET NUMBER SANFORD, FLORIDA 32771 KT2.1 ACCESSIBILITY GUIDELINES I AC.T. ACOUSTIC TILE MB. MARKER BOARD ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH BALER DISCONNECT ANC. ANCHOR MAS. MASONRY REVISION MARK INTERIOR ELEVATION KEY ARCHITECTURAL A.F.F. ABOVE FINISHED FLOOR MAX. MAXIMUM 9000 CENTRAL PARK WEST DWIGHT BAILEY— SITE ZONING: PD ALUM. ALUMINUM MIN. MINIMUM KA1.1 SHELL FLOOR PLAN SUITE 400 TEL: 770 394-1616 CASHWRAP FIXTURES � it ALT. ALTERNATE MAT. MATERIAL ROOM NAME BUILDING SET BACKS: FRONT: 25'-0" KA1.4 ROOF PLAN ARCH. ARCHITECTURAL) MTG. MOUNTING ATLANTA, GA 30328 FAX: (770) 394-1314 REAR: 20'-0" REVISIONS @ AT M.C. MECHANICAL CONTRACTOR CASHWRAP REGISTERSMlIRING No ROOM NAME AND 4)�� DETAIL NUMBER SIDE: 10'-0"KA1.5 SIDEWALK, RCP, & STOREFRONT PLAN MECH. MECHANICALBIT. BITUMINOUS MECH. MANUFACTURER CIVIL: KIMLEY-HORN ASSOCIATES MELANIE EDWARDS NUMBER WIND SPEED 110 MPH KA4.1 EXTERIOR ELEVATIONS # DATE DESCRIPTION BURGLAR ALARM SYSTEMS ® SONITROL SHEET NUMBER ® BLDG. BUILDING M.O. MASONRY OPENING 3660 MAGUIRE BLVD. CONTACT: MIKE LYNCH ALIGN DETAIL SYMBOL SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS KA5.1 BUILDING SECTIONS & DETAILS B.M. BENCH MARK M.R.G.W.B. MOISTURE RESISTANT SUITE 200 TEL: ( 407) 898-1511 BD. BOARD GYPSUM WALLBOARD CHAIR WALL SHELVES 0 ® APPLICABLE CODES: ALIGN SURFACES KA5.2 WALL SECTIONS BLK. BLOCK ORLANDO, FL 32803 FAX: (407) 898-4791 �_ �� KEYED SHEET NOTE BOT. BOTTOM N. NO FINISHES BRG. BEARING N.I.C. NOT IN CONTRACT MARATHON EQUIP, Co. FLORIDA BUILDING CODE (FBC) 2001 EDITION KA6.1 ENLARGED PLAN DETAILS NO, NUMBER STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON COMPACTOR ® ® CONTACT: GREG LEON DOOR TYPE LIFE SAFETY CODE NFPA 101 2000 EDITION KA7:1 DOOR SCHEDULE BSMT. BASEMENT 1 DOOR DESIGNATION PROPERTY LINE NATIONAL ELECTRIC CODE002 EDITION NOM. NOMINAL 1550 NORTH BROWN ROAD (NEC)( ) C. CARPET N.T.S. NOT TO SCALE COMPACTOR DISCONNECT 0 ® SYMBOL F.B.C. GAS VOLUME (IGV) 2000 EDITION CAB. CABINET SUITE 100 TEL: (770) 491-7550 STRUCTURAL CB. CHALKBOARD F.B.C. MECHANICAL VOLUME IMV 2000 EDITION C.J. CONTROL JOINT O.C. o/c ON CENTER TUCKER, GA 30043 FAX: (770) 491-7750 EXTERIOR SIGNS ) ® ® CENTER LINE F.B.C. PLUMBING VOLUME IPV 2000 EDITION KS-1.0 GENERAL NOTES, FOOTING SCHEDULE CONC. CONCRETE OPNG. OPENING (SEPARATE PERMIT) ,q ( ) CONT. CONTINUOUS MECHANICAL/ NIA GRID LINE (LETTERS IN & RTU DETAILS C.M.U.CONCRETE MASONRY UNIT PS. PROJECTION SCREEN FIRE EXTINGUISHERS/SIGNS 0 0 ONE DIRECTION AND WALL TYPE PART. PARTICLE PLUMBING: KS-2.1 FOUNDATION PLAN CCLEAR PART'N. PARTITION "CAMERA READY ARTWORK FOR NUMBERS IN OTHER CONST. CONSTRUCTION P.C.UMBING CONTRACTOR MARKETPLACE AWNINGS �— — — KS-3.1 ROOF FRAMING PLAN GRAPHICS SUPPLIED BY COST PLUS" �. DIRECTION) CONTR. CONTRACTOR KS-4.1 FOUNDATION SECTION PTD. PAINTED � OCCUPANCY CLASSIFICATION: MERCANTILE CLG. CEILING P. PLASTER MARKET PLACE FIXTURES & 0 0 I KS-4,2 FOUNDATION SECTION COL. COLUMN EQUIPMENT COORD. COORDINATE PPLASTIC LAMINATE ELECTRICAL: JORDAN & SKALA TONY OWEN FLOORING TRANSITION, TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED PSSIF POUNDS PER SQUARE FOOT KS-4.3 FOUNDATION SECTION 5635 OAKBROOK PARKWAY SPRINKLERED CTR. COUNTER PATCH PANEL � ® �� � THRESHOLD, SADDLE, C.T. CERAMICTILE PSI POUNDS PER SQUARE INCH KS-5.1 FRAMING SECTIONS CENTER LINE PLYWD. PLYWOOD NORCROSS GA 30093 TEL: (770) 447-5547 `:, ETC. RE PLATE FIRE ALARM SYSTEM ® ALLOWABLE HEIGHT: 2 STORIES - 55' KS-5.2 FRAMING SECTIONS DET. DETAIL PLUS OR MINUS FAX: (770) 448-0262 WHEEL CHAIR TURNING DWG. DRAWING STRUCTURAL SUPPORT BY GENERAL ACTUAL HEIGHT: ONE STORY - '�iAFtIES (35 0 MAX.) KS-5.3 CANOPY SECTIONS DR, DOOR QT. QUARRY TILE LANDSCAPE SITE SOLUTIONS DAVID FLOYD RUG DISPLAY EQUIPMENT ® CONTRACTOR RADIUS ACCESS (60 ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) KS-6.1 TILT -UP PANEL ELEVATIONS DN. DOWN ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE DIAMETER) DIM. DIMENSION RCB. RESKIN EXISTING CHALKBOARDS SALES & STOCK SHELVING 0 0 OCCUPANT SEPARATION: N/A This document is ® Phillips Partnership, PC and is F SUITE C-101 TEL: (404) 705-9411 considered an Instrument of Service and is solely for use with 0 is DIAMETER RED. REGUPOL respect to the project as indicated below. Al rights reserved. REINF. REINFORCED or REINFORCING ATLANTA, GA 30342 FAX: (404) 459-9412 TENANT SEPARATION: N/A * This document may not reproduced aasd Partnership. without the prior TIME CLOCK written consent of Phillips Partnership, PC. E. EPDXY PAINT R.D. ROOF DRAIN EXITS REQUIRED: N/A* TENANT EXIST. EXISTING REQ'D. REQUIRED ELEC. ELECTRICAL R.A. RETURN AIR GENERAL TBD VINYL BASE AT CASH WRAPS 0 0 XX ELEV. ELEVATOR or ELEVATION R.O. ROUGH OPENING CONTRACTOR: AX X EXITS PROVIDED: N/A * E.C. ELECTRICAL CONTRACTOR R. RISER or RADIUS or RUBBER EXP. EXPOSED or EXPANSION REC. RECESSED VINYL BASE AT MARKET PLACE 0 TRAVEL DISTANCE: PLANS EYIEW D CITYOF i�RD ; DETAIL MARK sT EXT. EXTERIOR R. ROOM SPRINKLERED: 200'-0" T EL. ELEVATION R.W.C. RAIN WATER CONDUCTOR VINYL BASE AT CHAIR WALL 0 0 I ( V.l RTB. RESKIN EXISTING TACKBOARD MAX. �� EQ. EQUAL BUILDING CITY OF SANFORD DON FLORIAN _s 4 EQUIP. EQUIPMENT DEPARTMENT: 300 N. PARK AVENUE COFFEE MAKER . 0 E.W. EACH WAY S. SEALED CONCRETE ETR EXISTING TO REMAIN S.A. SUPPLYAIR SANFORD, FL 32772 TEL: (407) 330-5657 �. , r ` I ET. EXISTING TERRAZZO S.C. SOLID CORE FAX: CART RAIL 0 0 TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL 2251 W.P. BALL BOULEVARD SCH. SCHEDULE LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. 02 jf SECT. SECTION LOW VOLTAGE J-BOXES, j' F.D. FLOOR DRAIN SH. SHELF or SHEATHING FIRE CITY OF SANFORD CONTACT PERSON CONDUIT, PULL STRINGS F.S. L FLOOR SINK SIM. SIMILAR DEPARTMENT: 300 N. PARK AVENUE FDN. FOUNDATION S.F.C.M.U. SPLIT -FACE CONC. MASONRY UNIT LOW VOLTAGE WIRING & EQUIP. • F.G. FIBERGLASS SPECS. SPECIFICATIONS SANFORD, FL 32772 TELEPHONE FL. FLOOR SQ. SQUARE FAX FIN. FINISHED) S.S. STAINLESS STEEL or SERVICE SINK FT. FOOT or FEET S.S.D. SEE STRUCTURAL DRAWINGS FTG. FOOTING STD. STANDARD SITE THE BRIAR CORPORATION BOB HARRELL FURR, FURRING STL. STEEL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 NOTE: F.C.G.W.B. FIRE CODE GYPSUM STIR. SYN. STRUCTURAL SYNTHETIC LAKE MONROE, FL 32747 FAX 1. CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND COSTS FOR PERMITS, LICENSES, ETC. F.O.S. WALLBOARD FACE OF STUD 2. CONTRACTOR IS RESPONSIBLE FOR COSTS OF INSPECTIONS AND TESTS. F.O.M. FACE OF MASONRY TV, WALL MOUNTED TV BRACKETS F.O.F. FACE OF FINISH TTTENANT CONTACTS NATIONAL VENDOR LIST AREA/EGRESS DATA FIRE RESISTIVE REQUIREMENTS T.. TEEMPEREDMPERED GLASS G.C. GENERAL CONTRACTOR THK. THICKNESS) (IN HOURS) GRID, GRADE T.O.M. TOP OF MASONRY GL. GLASS T.O.P. TOP OF PARAPET CARL 200 4TH STREET CONST DIR SQUARE FOOTAGE: REQUIRED PROVIDED GA. GAUGE T.O.S. TOP OF STEEL LIGHTING FIXTURES BALER & COMPACTOR G.W.B. GYPSUM WALLBOARD TYP. TYPICAL LAUGHLIN: OAKLAND, CA 9460( TEL: (510) 893-7300 EAT 3527 TH. THRESHOLD FAX: (510) 893-3693 H.C. HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE H.M. HOLLOW METAL WOODY CONST MGR HOR. HORIZONTAL V. VINYL BASE SHIELDS: TEL: (510) 893-7300 EXT 3601 HGT. HEIGHT VERT. VERTICAL HDW. HARDWARE V.C.T. VINYL COMPOSITION TILE LINDA TELECOM COORD HVAC HEATING, VENTILATING &AIR CONDITIONING W. WOOD FLOORING HALEY: TEL: (510) 893-7300 EXT 3296 WR. WOOD REFINISH (EXISTING) I.D. INSIDE DIAMETER W/ WITH JOHN DIR OF LOSS PREVENTION INSUL. INSULATION �/W/0 WITH OUT TRIGUEIRO: TEL: (510) 893-7300 EXT 3244 INT. INTERIOR WOOD INV. INVERT WDW_ WINDOW STEVE STORE PLANNER JT. JOINT W.G. W.W.M. WIRE GLASS WELDED WIRE MESH CADUNGUG: TEL: (510) 893-7300 EXT 3505 KIT. KITCHENETTE) XP. EXPOSED PAINT SHANE STORE SYS COORD L. LATEX PAINT HUNTLEY: TEL: (510) 893-7300 EXT 3232 L.L.V. LONG LEG VERTICAL L.L.H. LONG LEG HORIZONTAL L.F. LINEAL FEET LAM. LAMINATE LAV. LAVATORY AMERICAN WHOLESALE LIGHTING CONTACT: JEFF JENSEN 41400 CHRISTY STREET FREMONT, CA 94538 V-510-252-1088 email: j ensen@awlighting.com SLIDING GLASS DOORS STANLEY DOORS T.B.D. MARATHON EQUIPMENT CO. CONTACT: GREG LEON P.O. BOX 1789 VERNON, AL 35592 P-800.633.8974 F-205.695.7250 TELECOMMUNICATIONS Norstan Communications, Inc. CONTACT: Diane Ott 4949 Westown Parkway, Suite 245 West Des Moines, IA 50266 V-515.698.4633 SECURITY/CAMERA SONITROL CONTACT: MIKE LYNCH 40556 AVENIDA CENTENARIO IFS INTEGRATED FACILITIES SYSTEM TEMECA92591 V-909.694.694.6538 CUTLER —HAMMER F-909.694.3819 3697 MT DIABLO BLVD email: mlynch@sonitrol.com LAFAYETTE, CA 94549 CONTACT : KEN SCHMIDT TOILET ACCESSORIES V—(925) 299-3751. FORT JAMES TOILET ROOM ACCESSORIES ONLY UNISOURCE CONTACT: JERRY BAER V-510 985 2471 F-510.985.2375 USE AREA (S.F.) SQ. FT. PER PERSON OCCUPANT LOAD RETAIL 15,503 30 517 BUSINESS 944 100 10 STORAGE 1,636 300 6 TOTAL OCCUPANCY 18,083 533 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. UNITS OF EGRESS REQUIRED (0.2" x 533 PEOPLE) 107 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 156 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 34 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 190 INCHES BEARING WALLS - EXTERIOR N 0 BEARING WALLS - INTERIOR N 0 NON BEARING WALLS - EXTERIOR N 0 STRUCTURALFRAME N 0 PARTITIONS - PERMANENT N 0 SHAFT ENCLOSURES 1 NA FLOORS AND FLOOR -CEILINGS N 0 ROOFS AND ROOF -CEILINGS N 0 EXTERIOR DOORS AND WINDOWS N IF >10' TO —P 0 STAIRWAY CONSTRUCTION N.C. N.C. N = NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE N.C. = NON-COMBUSTIBLE PROJECT THE MARKETPLACE . Y Iltt ' = ��1 •� AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT C, jug 1 U 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 R 'VIE a a 0208616 ISSUE DATE W 'E"I )" 05/14/04 DRAWN BY/CHECKED BY By:— - CO/DEB Sanford ire Pre ent on 1y. DRAWING TITLE Date: TITLE SHEET SHEET NUMBER C_ KT 1 0 'iilTRA ii V VVV � ACCESSIBILITY STANDARDS SITE DEVELOPMENT: GRADE AND DEVELOP SITE SO THAT ALL BUILDINGS ENTRANCES, REQUIRED EXITS, AND OTHER ACCESS POINTS TO THE BUILDING, AS DESIGNATED BY THE GOVERNING AGENCY, AREA ACCESSIBLE TO THE PHYSICALLY DISABLED FROM BOTH THE PUBLIC WAY AND FROM THE SPECIAL PARKING SPACE(S) PROVIDED FOR THE DISABLED. PARKING: I. PROVIDE DISABLED PARKING SPACES AS SHOWN ON SITE PLAN. 2. EACH SPACE SHALL BE 14 FEET WIDE AND OUTLINED TO PROVIDE A 9 FOOT PARKING AREA AND A 5 FOOT LOADING AREA. SEE NOTE #3 BELOW. VAN ACCESSIBLE STALLS AS REQUIRED. 3. TWO ADJACENT PARKING SPACES MAY BE PROVIDED WITH A 23 FOOT WIDE AREA LINED TO PROVIDE A 9 FOOT PARKING AREA ON EACH SIDE OF A 5 FOOT LOADING AND UNLOADING AREA IN THE CENTER. 8 FOOT LOADING/UNLOADING AREA AT VAN ACCESSIBLE STALLS. 4. THE MINIMUM LENGTH OF EACH SPACE SHALL BE 18 FEET. 5. SURFACE SLOPE OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4 INCH PER FOOT (2.083% GRADIENT) IN ANY DIRECTION. 6. ALL PARKING STRUCTURES AND PARKING AREAS SHALL HAVE ACCESSIBLE PARKING SPACES AND ALL ENTRANCES LEADING TO THE ACCESSIBLE PARKING SPACES AND ALL VEHICLE EXITS FROM THE ACCESSIBLE PARKING SPACES INCLUDING THE DRIVEWAY, AISLE AND STALL AREA SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" PROVIDED 114" (9'-6') MINIMUM CLEARANCE TO BUILDING/FACILITIES PASSENGER LOADING ZONE FROM THE PUBLIC WAY AND INCLUDING THE PASSENGER LOADING ZONES. 7. THE 8'-2" AND 9'-6" VERTICAL DIMENSIONS SHALL BE CLEAR OF ALL OBSTRUCTIONS, INCLUDING BEAMS, SPRINKLER HEADS, PIPING, ETC. 8. A DISABLED PARKING SPACE SHALL BE LOCATED SO AS NOT TO REQUIRE ITS USER TO WHEEL OR WALK BEHIND ANY OTHER DISABLED OR NON -DISABLED PARKING SPACE. 9. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE PROVIDED FROM EACH ACCESSIBLE PARKING SPACE TO RELATED FACILITIES, INCLUDING ELEVATORS, CURB CUTS AND/OR RAMPS AS NEEDED. 10. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER REQUIRED WIDTH OF WALKWAYS. 11. ACCESSIBLE PARKING SPACES SHALL BE LOCATED AS NEAR AS PRACTICAL TO ACCESSIBLE ENTRANCE(S), 12. WHEN ACCESSIBLE PARKING IS LOCATED SUCH THAT THE PATH OF TRAVEL FROM THE ACCESSIBLE PARKING SPACE(S) TO A BUILDING OR FACILITY REQUIRES A DISABLED PERSON TO TRAVEL INTO THE PUBLIC WAY SHALL CONFORM TO ALL APPLICABLE CODE REQUIREMENTS, INCLUDING NOTE # 17 BELOW. 13. WHEN SEPARATE PARKING AREAS SUCH AS COVERED AND UNCOVERED AREAS, NON -INTERCONNECTED PARKING AREAS OR LEVELS OR SEPARATE PARKING AREAS OR STRUCTURES, ARE PROVIDED ON A SITE, EACH PARKING AREA SHALL HAVE THE ACCESSIBLE STALLS. 14. EACH PARKING SPACE RESERVED FOR THE DISABLED SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STEEL, BEADED TEXLOR EQUAL, DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL NOT BE SMALLER THAN 70 INCHES IN AREA AND SHALL BE CENTERED AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE HIGHEST ADJACENT FINISH GRADE, OR CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING AT A MINIMUM HEIGHT THAT WILL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. "VAN ACCESSIBLE" SIGN SHALL BE INSTALLED BELOW THE SYMBOL OF ACCESSIBILITY SIGN WHERE VAN PARKING OCCURS. 15. A SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO THE OFF PARKING FACILITY, NOT LESS THAN 17 INCHES X 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATE THE FOLLOWING: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSON WITH DISABILITIES MAY BE TOWED AT OWNERS EXPENSE, TOWED VECHICLES MAY BE RECLAIMED AT OR BY TELEPHONING TO COMPLETE THE SIGN AND INCORPORATING IT INTO THE FINAL SIGN TEXT BEFORE INSTALLATION. IN ADDITION TO THE ABOVE SIGN REQUIREMENTS, THE SURFACE OF EACH PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION SYMBOL DUPLICATING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN BLUE PAINT, AT LEAST 3 FOOT SQUARE. 17. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS 36' WIDE DETECTABLE WARNING BANDS CONSISTING OF RAISED DOMES WITH A 0.9 INCH (23mm) DIAMETER, HEIGHT OF 0.2 INCH (5mm) AND 2.35 INCH (60mm) O.C. AND SHALL BE OF A LIGHT VS. DARK COLOR CONTRAST. WALKS AND SIDEWALKS: 1. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. WHEN CHANGES IN LEVEL DO OCCUR , THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL (26 DEGREE MAX. BEVEL = 1:2 SLOPE). SEE TYPICAL ACCESSIBILITY DETAIL SHEET. 2. WALK AND SIDEWALK SURFACES SHALL BE SLIP -RESISTANT WITH A STATIC COEFFICIENT OF FRICTION OF 0.6, SEE RAMPS AND CURB RAMPS NOTES FOR RAMP SURFACES. 3 WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5% GRADIENT) IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. 4. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. 5. WALKS, SIDE WALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHEREVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW. 6. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 7. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES X 60 INCHES AT A DOOR OR A GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 54" WIDE BY 48 INCHES DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 8. ALL WALK WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS EVERY 30" OF RISE AND AT EVERY 300 FEET OF LENGTH. 9. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS SHALL BE 48" MINIMUM. G1 A E THREADED OR WELDED CAP 6" MIN. MIN 1314" STD GALVANIZEDPIPE, BLUE BACKGROUND PEDESTRIAN RAMPS: 1 • ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP THAT'S SLOPE IS GREATER THAN 1 FOOT ASTM A53 WHITE SYMBOL RISE IN 20 FEET HORIZONTAL RUN (57). 1/4" DIA GALV. "U" z 2. PEDESTRIAN RAMPS SERVING ACCESSIBLE ENTRANCES TO BUILDINGS SHALL HAVE A CLEAR WIDTH BOLT W/ GALV NUTS WHITE BORDER NOT LESS THAN THE WIDTH REQUIRED FOR WALKS. 1/8" THICK WHITE LETTERING 3. PEDESTRIAN RAMPS SERVING ACCESSIBLE ENTRANCES TO BUILDINGS SHALL BE A MAXIMUM 48 GALVANIZED BRACKET ENTRANCE INCHES CLEAR WIDTH. B.O, SIGN 4. PEDESTRIAN RAMPS SERVING ACCESSIBLE ENTRANCES TO BUILDINGS HAVING AN OCCUPANT LOAD FIBER WASHER WALL MOUNTNG OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 50 INCHES. 3'-0n MIN. ABOVE ID VOSIGN, REFER FINISH GRADE 5. PEDESTRIAN RAMPS SERVING ACCESSIBLE ENTRANCES TO BUILDINGS HOUSING GROUP R , #17,18,19 OCCUPANCIES MAY BE 36 INCHES CLEAR WIDTH WHEN THE OCCUPANT LOAD IS 50 OR LESS. THIS SHT . 3/16" DIA GALV, BOLT 6. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, OR PROVIDES DISABLED ACCESS OR (THRU SIGN) WITH GALV. IS IN THE PATH OF TRAVEL SHALL BE ONE FOOT RISE IN 12 FEET OF HORIZONTAL RUN. THE LEAST WASHER AND NUT POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP. (ROUND HEAD BOLT) 7. RAMP LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. REFER TO DETAIL # 20 FOR POST ANCHORING 8 INTERMEDIATE I EDING 30 INCHES F NGS LCHANGE L BE OOF VIDED AT ERLANDINGS VALS NOT ENOT VERTICAL RISE AND AT EACH DIRECTION. ARE CONSIDERED IN DETERMINING SIGN ANCHORAGE DETAIL SCALE: 1:12 161 DISABLE ENTRANCE SIGN GN SCALE: 1: 4 THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. ISOMETRIC 1' = t'-o' ELEVATION 1 s' = t'-o" I 9. TOP LANDINGS SHALL BE NOT LESS THAN 60 INCHES WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60 INCHES IN THE DIRECTION OF RAMP RUN. 10. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO WHITE BORDER LESS THAN 42 INCHES AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3-1/2 INCHES WHEN FULLY OPEN. 11. THE WIDTH OF THE LANDING SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE ANY DOOR BLUE BACKGROUND OR GATE FOR EXTERIOR RAMPS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR RAMPS. UNAUTHORIZED VEHICLES PARKED IN BLUE BACKGROUND DESIGNATED ACCESSIBLE SPACES NOT 12. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION AND BOTTOM LANDINGS SHALL HAVE A DISPLAYING DISTINGUISHING PLACARDS DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. Z OR LICENSE PLATES ISSUED FOR PERSONS Z0001 WHITE BORDER 13. AT BOTTOM AND INTERMEDIATE LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME AS REQUIRED WITH DISABILITIES MAY BE TOWED 1" HIGH WHITE LETTERS000 FOR THE RAMPS. AWAY AT OWNER'S EXPENSE. 14. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LO I TOWED VEHICLES MAY BE 1 /2" I ~' WHITE SYMBOL LESS THAN 60 INCHES. RECLAIMED AT ,k 15, THE SLOPE ACROSS A RAMP LANDING IN ANY DIRECTION SHALL NOT EXCEED 1/4 INCH RISE IN 1 POST MOUNTING: FOOT OF HORIZONTAL RUN. OR BY TELEPHONING* 3'-0" MIN ABOVE NOTE: FINISH GRADE FOR TYPICAL 16. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP. HANDRAILS SHALL BE CONTINUOUS, THE FULL LENGTH OF THE RAMP, SHALL BE AT LEAST .34 INCHES ABOVE THE RAMP WITH A HORIZONTAL RAIL AT 27 INCHES ABOVE RAMP SURFACE WHEN INTERMEDIATE RAILING WITH MAX. OF MIN � 3'-0' MIN PLACEMENT REFER TO1'-10" 2 4 INCHES OF CLEAR SPACE IS NOT REQUIRED. LOW HORIZONTAL RAIL SHALL EXTEND SAME AS ' WHITE BORDER BLUE BACKGROUND THESE PREMISES AND ITS z FACILITIES ARE ACCESSIBLE T 1" HIGH WHITE LETTERS 4 6 AND USABLE BY THE z Un PHYSICALLY CHALLENGED IN r COMPLIANCE WITH THE 1/211 80 EQ AMERICANS DISABILITIES ACT. EQ 0 - PHILLIPS 1O'' P A R T N E R S H I P 1-10" MIN ALIGN Architecture ■ Interior Design - Planning 2 3 1 Phone 770.394.1616 Fax 770.394.1314 NOTE: MOUNT OVER CASH REGISTERS (� 9'-0" 8'-0" 9'-011 SALES ENTRANCE NOT TO SCALE p CE SIGN ELEVATION 6 J 4'-0" D MIN. NOTE LEGEND RB G H A ANCHOR B C D E F 01 2% MAX. SLOPE KEYED NOTE LEGEND 1 NUMBER DENOTES KEY o Z_ I 10% MAX. SLOPE THESE KEY NOTES PERTAIN TO THIS DETAIL ONLY. CONSULTANT GROOVED BORDER, o m �- SEE DETAIL 5G/T2.1 1 4" WIDE WHITE PARKING STALL DESIGNATION STRIPE. SEE SITE PLAN(S) FOR ADDITIONAL STALL STRIPING. 00 2. INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED ON ' ASPHALT CONCRETE. REFER TO DETAIL 12 ON THIS SHEET. 3. 4 WIDE WHITE STRIPING DESIGNATING NON -PARKING �. PLAN WHEEL CHAIR ACCESS PATH. B 4. DISABLED PARKING STALL SIGNAGE, REFER TO DETAILS - 16 AND 18 THIS SHEET. 12" MIN. 4'-0" MIN. 5• MAX SLOPE ON PARKING STALL PAVED AREA AND PATH OVERCUT FROM PAVED AREA TO BUILDING ENTRY TO BE 1/4" SEAL # t 8.33% MAX. 2% MAX. PER FOOT MAXIMUM, I I REQUIRED FOR HANDRAILS AND SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND NOTE: 2. 6. VAN ACCESSIBLE PARKING STALL SIGNAGE. REFER TO BOTTOM OF THE RAMP AND THE ENDS SHALL BE RETURNED TO WALL, FLOOR, OR POST. DETAIL 19 THIS SHEET. * OWNER TO PROVIDE INFORMATION 17. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND HANDRAIL B . SECTION ' 18. THE GRIP PORTION OF THE HANDRAIL, SHALL BE NOT LESS THAN 1-1/4 INCHES NOR MORE THAN UNAUTHORIZED PARK. SIGN NOT TO SCALE 1 DISABLED ACCESS SYMBOL SCALE: 1:12 CURB CUT DETAIL SCALE: 1; 96 NOT TO SCALE 1-1/2 INCHES IN CROSS SECTIONAL OUTSIDE DIMENSION, OR THE SHAPE SHALL PROVIDE AN ELEVATION I 1 TYPICAL PARKING LAYOUT PLAN 1- = t'-0" 1 21 PLAN t/8'=r-o' � , PLAN 42 EQUIVALENT GRIPPING SURFACE AND ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS. 19. THE SURFACE ON RAMPS SHALL BE NON -SLIP MEETING A COEFFICIENT OF FRICTION OF DA 1'-0 " 20. WHEN THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS 10 FEET IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: A. A GUIDE CURB A MINIMUM OF 2 INCHES IN HEIGHT SHALL BE PROVIDED AT EACH SIDE OF THE RAMP, EXCEPT WHEN ADJACENT GRADE IS 4 INCHES OR GREATER BELOW RAMP BLUE BACKGROUND SURFACE, THEN CURB SHALL BE A MINIMUM OF 5 INCHES HIGH ABOVE RAMP SURFACE. 1/2 B. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3 INCHES PLUS OR MINUS 1 INCH 61- WHITE SYMBOL ABOVE THE SURFACE ON THE RAMP. lej�L3_ <_ 21. WHERE A RAMP SURFACE HAS A SLOPE OF 1:20 (5%) OR GREATER AND THE ADJACENT GRADE IS GREATER THAN 4 INCHES BELOW THE RAMP SURFACE A CURB 6 INCHES HIGH ABOVE THE RAMP WHITE BORDER SURFACE SHALL BE PROVIDED ALONG SUCH OPEN SIDE OF RAMP SURFACE OR WHEEL GUIDE. 22_ WHERE AND ADJACENT GRADE IS M INCHES BELOW THE OPEN SIDE OF THE RAMP, A 42 INCH - WHITE LETTERING 45 INCH HIGH GUARDRAIL SHALL BE INSTALLED WITH INTERMEDIATE MEMBERS SO AN OBJECT OF 4 INCHES DIAMETER CAN NOT PASS THROUGH SUCH INTERMEDIATE MEMBERS. A R K I N 0 � I L Y POST MOUNTING: CURB RAMPS: I �J MIN. 6'-8" ABOVE 1. CURB RAMPS SHALL BE LOCATED AS SHOWN ON SITE PLAN.T FINISH GRADE 11-6 2. CURB RAMPS SHALL BE MINIMUM OF 4 FEET IN WIDTH AND SHALL LIE GENERALLY IN A SINGLE WALL MOUNTING: qV SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND GROSS SLOPE. T-0" MIN, ABOVE AS REQUIRED --J FINISH GRADE 3. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMP SHALL NOT EXCEED ONE VERTICAL TO 10 HORIZONTAL. CURB RAMP MAXIMUM RISE AND RUN SHALL BE 6" AND 6'-C RESPECTIVELY. 4 LEVEL SFU L�DAHUPPER END OF EACH CURB LANDING WIDTH TO PERMIT SAFE EGRESSFROMTHERAMPSUR ACE OR TR HE SLOPE AMP OVEROF THE DISABLED PARKING SIGN NOT TO SCALE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED ONE VERTICAL 10 12 ELEVATION 18 HORIZONTAL. SEE NOTE 6 ABOVE. 5. THE LOWER END OF EACH CURB RAMP SHALL HAVE A ' INCH LIP BEVELED AT 1:2. SEE NOTE 1 DISABLED PARKING ABOVE. STALL IDENTIFICATION 6. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE NON -SLIP, MEETING A 2-0„ SIGN DETAIL 18 STATIC COEFFICIENT OF 0.8 AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. _ VARIES (30' MAX.) 7. THE WALKING SURFACE OF EACH CURB RAMP SHALL HAVE DETECTABLE WARNING TILE PAVERS, - INSTALLED ACROSS THE FULL WIDTH AND DEPTH OF THE SLOPED WALKING SURFACE. THE SURFACE m = OF THESE PAVERS SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE AND CONSIST OF 70" RAW RAISED TRUNCATED DOMES 0.9 INCHES (23mm) DIAMETER, 0.2 (5mm) HIGH AND 2.35 INCHES BLUE BACKGROUND (60MM) O.C., AS MANUFACTURED BY CROSSVILLE CERAMICS (714)639-1059 COLOR AS SELECTED BY ARCHITECT. SEE TYPICAL ACCESSIBILITY DETAILS SHEET. - VAN'\ WHITE LETTERS a 8. ALL CURB RAMPS SHALL HAVE A DETECTABLE WARNING BORDER 12 INCHES WIDE AT THE LEVEL �A WHITE BORDER AND SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE OF RAMP. THIS BORDER SHALL CCESSIBLE POST MOUNTING HT: CONSIST OF 1/4 INCH BY 1/4 INCH GROOVES ,APPROXIMATELY 3/4 INCHES ON CENTER AND 6'-8" MIN ABOVE RUNNING PERPENDICULAR TO THE FLOW OF PEDESTRIAN TRAFFIC. SEE TYPICAL ACCESSIBILITY FINISH GRADE DETAILS SHEET. N WALL MOUNTING: 9. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED T-O" MIN. FINISH CARS. 400 TRUNCATED DOMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 o O o 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I3'-11.50" BEVELED EDGE I TOP VIEW c CS c GRADE SEE DETAIL 16 FOR CONNECTION TO POST DISABLED VAN SIGN SCALE: 1:8 ELEVATION 1-1/2' = V-0" 1 1 0 REFER DET. # 16 THIS SHT. FOR PIPE CONT. RAISED FOOTING CAP AT PLANTER OR LAWN AREAS WITH SLOPE TOP 1" SLOPED TOP TO DRAIN FINISH GRADE CONCRETE FOOTING AS REQU VARIES (30' MAX.) 60" MIN, Rft" AAlhl WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 60" MIN. STRAIGHT RAMP RUN [�] WHEN DOOR SWINGS ONTO 60" MIN. LANDING 42" MIN. PLUS DOOR WIDTH 7 60" MIN. 72" MIN. RISE (TYP,) RAMP WITH INTERMEDIATE SWICH-BACK PLATFORM VARIES (30' MAX.) 60" MIN. VARIES (30' MAX.) 60" MIN. 72" MIN. WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 60" MIN. \� INTERMEDIATE 60" MIN. -�PLATFORM LANDING 30" MAX. / 72" MIN. THREADED OR RISE (TYP.) WELDED END CAP INTERMEDIATE TURNING POSITION AS REQUIRED RAMP WITH TURNING PLATFORM FC] NOTE: ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS. HANDRAIL AT RAMPS GUARD RAIL HORIZONTAL RAILING REQUIRED WHERE AND CURB INTERMEDIATE RAILS WITH A MAXIMUM OF 4" CLEAR SPACE BETWEEN INTERMED. `N i AILS ARE NOT REQUIRED, TYPICAL, 6" HIGH WARNING N - ' P CURBS WHEN A`'�I coM4" (OR MORE) DROP OCCURS 4" MINIMUM TO 30" MAXIMUM ADJACENT HAZARD RAMP SEC11ON D .1F"MIN ri R d� POLE - CURB- (TYP.) STREET (TYP.) SIDEWALK CURBS [E] GROOVED WARNING BORDER ACCESSIBLE RAMP SCALE: 1" DETAILS NONE 5 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 WORLD MARKEG 2251 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 DRAWN BY/CHECKED BY 05/ 14/04 CO/DEB DRAWING TITLE ACCESSIBILITY GUIDELINES I SHEET NUMBER KT=2ml TRUNCATED DOMES SCALE: 1: 12 1" = V-0" 25 SIGNAGE POST DETAIL SCALE: 1:12 1" = V-0' 20 NORTH 1 SHELL FLOOR PLAN KA 1.1 SCALE: 118"=1'-0" NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. 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. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6, HOUSE PANEL, SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. 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, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 5'-0" DEEP BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22, ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS. 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. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK- PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A-7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS. 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. PHILLIPS .00--al P A R T N E R S H I P Architecture - Interior Design • Planning I'a- 770.3941616 1- 770.394.1314 EU RE J G D E F O H CA ANCHOR 6 CONSULTANT 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 WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMER] CAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER KA=1 ■ Z.1 T � 9'-1 m, WALL BELOW (1:) CANOPY ROOF PLAN KA-1.4 SCALE: 1/8"=1'-0" GENERAL ROOF NOTES I. 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. VERIFYALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF, 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/4" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEETA-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS r 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 GUTTER. DBE X'-X" 1�- DECK BEARING ABOVE FINISH FLOOR _V. STL. 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. ROOFTOP WALK PAD EXHAUST FAN EF PHILLIPS P A R T N E R S H I P Architecture • Interior Design . Planning Phone 770.394.1616 Fax 770.394.1314 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. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT `; COST PLUS � WORLD MARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLI ENT 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 CO/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER KAm1 4 ■ SS w9l 1 SIDEWALK PLAN ML inKA 1.5 SCALE: 1/8"=1'-0" -11GH STUCCO :,ORNICE W/ DRIP EDGE - SEE NOTE FOR CORNICE BELOW FRY REGLET DS-875-V-875 DRIP SCREED, CONT. 24"X36" MTL. ACCESS PANEL, PAINT EQ. TO P-3 3YP. BD. SOFFIT C 15'-3 1/2" A.F.F. STUCCO SOFFIT C 14'-0" A.F.F. NW9181 NT19►11� CONTROL JOINT LIGHT FIXTURES, SEE ELEC. DWGS. DRIP SCREED, CONT. LOW STUCCO CORNICE W/ DRIP EDGE NORTH 2 REFLECTED CEILING PLAN KA.1.5 SCALE: 1/8"=1'-0" NORTH 3 STOREFRONT PLAN KA 1.5 SCALE: 1/8"=1'-0" IJHILLIPS P A R T N E R S H I P Architecture • Interior Design " Planning Phone 770.394.1616 F 770.394.1314 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 GOST PLUS.; W 4 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SIDEWALK, RCP, & STOREFRONT PLAN SHEET NUMBER mrxjwA=l Ell AV, 1 FRONT ELEVATION KA-41 SCALE: 1/8"=IA" jlll 27'-4" A.F.F. T.O.PARAPET jA 1 T-4" A.F.F. T.O.SCREENWALL 0'-0" FIN. FLR. SIDE ELEVATION SCALE: 1/8"=1'-0" 27'-4" A.F.F. IV T.O.P 20'-4 1/2" + A.F.F. D.B.E FIN. FLR. COMPACTOR PAD BEYOND - SEE PLAN AND CIVIL 3 REAR ELEVATION KA4.1 SCALE: `SEE PLAN AND CIVIL 12" x 12" GST-3 TL- LOUVERED VENTS 24" x 36" ACCESS HATCH PARAPET BEYOND -- ----- —_--_ APPROX. RTU ALL BUILDING SIGNAGE TO BE PROVIDED LOCATION BY TENANT UNDER SEPARATE PERMIT. --. SIGNAGE SHOWN FOR REVIEW INFORMATION ONLY. AREA=100 SF MAX. 27'-4" A.F.F. T.O.P i -------� —' -_._ —- -- - -- 20'-81/�2"A.F.F_.ip IL U Is �.. 0'-0" FIN. FLR. 35'-0" A.F.F. T.O.P. `F 27'-4" A.F.F. IdNN T.O.P. 24'-0 %" A.F.F. D.B.E UNW1 INWILU 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 - "DESERTIRONSPOT" PC-1 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 389 - "SOUTHERN TAN" PC-2 PAINTED CONCRETE PANEL - FINISH COLOR EQ, TO DRYVIT 108 - "MANOR WHITE" PC-3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR. EQ, TO DRYVIT 310 P-3 -"CHINA WHITE" STOREFRONT - KAWNEER 451 ANODIZED SF-1 ALLUMINUM - "CHAMPAGNE" SF-2 STOREFRONT - KAWNEER 451 ANODIZED 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 - "CHINA WHITE" NO INSUL. 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 GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND WALL MOUNTED LIGHT El SEE ELECTRICAL DRAWINGS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS 61'-4" 12'-4" 12'4" 12'-5" 12'-1 " 12'-2" SCREEN WALL - @ COMPACTOR , - J V-=�1-��%-=rr"�.—�',--.�—�=e--�('��_._ - 18'-22" 12'-4" 12'-4" 12'-5" 55'-32" SCALE: 1/8"=1A" ENWALL MPACTOR 11'4' A.F.F. T.O,SCREENWALL 0'-0" FIN. FLR. 1 V-4" A.F.F. T.O.SCREENWALL U-0" FIN. FLR. SCREEN WALL BEYOND @ LOADING DOCK _-- -- --_ 111-4" A.F.F. OL - -- - ---- - — --- --I T.O.SCREENWALL i i I I� 0'-0" FIN. FLR. r�HILLIPS P A R T N E R S H I P Architecture - Interior Design ■ Planning Phone 770.394.1616 Fax 770.394.1314 RF lJ J RB E F G H 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 `YGaST PLUS _, °::• •-- ST- LiJ�� w wl il OIRLD �� '. 2251 W.P, BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 3* v V SANFORD, FLORIDA CLIENT I NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) W-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER OK"A =4 ■ 1 4 SIDE ELEVATION KA-4,1 SCALE: 1/8"=1'-0" 35'-0" A.F.F. OL T.O. PARAPET 1570 1560 35-0" A.F.F. T.O.PARAPET oily[ COUNTER FLASHING 60 MIL. FULLY ADHEARED TPO ON 7/16" COVER BOARD OVER I RIGID INSUL. (R-20 MIN.) ROOF FRAMING PER STRUCTURAL (2) LAYERS 5/8" GYP. BD. ON 6" MTL. STUDS @ 16" O.C. W/ BATT INSUL. (R-11 MIN.) 5/8" EXT. GYP. BD. ON 8" MTL. STUDS @ 16" O.C. 4" SOFFIT VENT WRAP W/ BREAK MTL. TO MATCH AWNING CONC. SLAB - SEE STRUCTURAL 1/2" EXP. JT. MAT'L W/ HIGH TRAFFIC SEALANT TO MATCH SIMULATED STONE MORTAR BED CONC. FOOTING - SEE STUCTURAL 1 CANOPY SECTION KA 5,2 SCALE: 314"=l'-0" 26-T A.F.F. OL T.O.STEEL 24'-0112" A.F.F. �, D.B.E. 14'-0" A.F.F. T.O.STOREFRONT 10'-8" A.F.F. OL B.O.AWNING 0'-0" FIN. FLR. SENERAL-NOTE: SEE STRUCTURAL FOR BRACING ,,& CONNECTIONS OF ALL CONCRETE TILT WALLS STANDING SEAM MTL. ROOF 1 1/2" STEEL DECK 2x F.R.T WOOD BLOCKING 1/2" STUCCO OVER 1/2" DENSGLASS GOLD SHEATING ON MTL. STUDS FRAMING 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 28'-5" A.F.F. alm \ ��. ..� o — ® ,-- T.O. STEEL 1„ 6 62 TRUSSES A-7.2 PRE -FABRICATED SIM I BY OTHERS .\ 27'-4" A.F.F. -- -------- T.O.PARAPET p H.40 PVC DOWNSPOUT. _ (1)EACEND PER GUTTER TPO. OVER 3/4 F.R.T. 660 MVDp 1PLY 7/8" VENTED ALUM. DRIP SCREED- COUNTER FLASHING FRY REGLET DS-875-V-875 ° ® 60 MIL. FULLY ADHEARED TPO ° I ON 7/16" COVER BOARD OVER a 24'-1 1/2" + A.F.F. SIN i RIGID INSUL. (R-20 MIN.) Jill a I D.B.E. @ BEAM IN --' — - . -. , FOREGROUND "' ---- -� -I---- - - — - 24'-0 1/2" A.F.F.- D.B.E. @WALL BEYOND 1-1/2" MTL. DECK 4" CONT. CORAL STONE CAP VENEER - TYP. TILT - UP CONC. WALL PANEL OUTLINE OF COLUMN IN FOREGROUND FACE OF TILT WALL BEYOND 14'-3��112" A.F.F. - .O_SOFFIT ° 74n� 6 T T I 4„ 2„ 5/8" EXT. GRADE GYP. BD. SOFFIT r11L OVER 6" MTL. STUDS @ 16" O.0 STUCCO EQ. TO SF-3 12'-0" A.F.F. STOREFRONT BEYOND T.O.STOREFRONT - - -- -- — ° � � I a ° a ° as a ° f ° INTEGRAL THIN BRICK VENEER - P, USE FORM LINER AND COORDINATE WITH ELEVATIONS 7 4" CONT. CORAL STONE CAP VENEER - TYP. 4 - -- - - ---- (- CORAL STONE VENEER IN -- - _—_.-_---------- RANDOM ASHLAR PATTERN - 6- I I ATTACH TO FACE OF TILT -UP _ .. - I CONC. WALL - _ ° --- _----._---___._-- -- --- CONCRETE SIDEWALK, -- - _ a I I SEE HARDSCAPE DWGS. AL 0'-0" FIN. FLR. CANOPY SECTION TROUGH PILASTER SCALE: 3/4"=1'-0" PHILLIPS a P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.394.1616 770.3943314 ET] p J D RB C p E F G H EA: ANCHOR B CONSULTANT SEAL AIL 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 "COST PLUS WORLDMa"ARKET 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT YAA13 A-7.3 — — ®-� SIM 61" 2 T-6" 60 MIL. FULL ADHERED I MEMBRANE UP OVER & 3" DOWN PARAPET 2 x F.R.T WOOD BLOCKING 60 MIL. FULLY ADHERED ROOFING MEMBRANE I a OVER 7/16" COVER BOARD ! Q I ON RIGID INSULATION j (R-20 MIN) ° J a it 4 ° d 7-1/4" TILT -UP CONCRETE WALL W/ 1/4" STUCCO ° d a LOGO PLAQUE BEYOND ROOF FRAMING PER i a STRUCTURAL I o I i a 10 A-7.3 a a d a TYP. REVEAL - USE 2X2 IN CONC. FORMWORK ° a d a 4 a d d a a d v a 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID ° INSUL. (R-5 MIN.) a ° a d a a d a 4" CONT. CORAL STONE ° CAP VENEER - TYP. a d 27'4" A.F.F. r, T.O. PARAPET SIN O r 27'-51/2" A.F.F. T.O. CONC. WALL SIN O Cr3 24'-0112" A.F.F, i, D.B.E. 0 v 0 �r N O e a a° CORAL STONE VENEER IN RANDOM ASHLAR PATTERN - ATTACH TO 1/2" EXPANSION JOINT. FACE OF TILT -UP CONC. WALL a .a 5" CONC. SLAB ON 6 MIL. _ THICK POLYTHETHYLENE 1/2" EXPANSION JOINT. m VAPOR BARRIER d a� ENGINEERED SUBGRADE BY SITE CONC. SIDEWALK SEE HARDSCAPE CONTRACTOR DWGS. r 7— cc r2� ��� -� �� o \ X\, /OHO o o COMPACTED SOIL �. % i, �.� a d 01 Q A CONT. CONC. FOOTING. SEE STRUCTURAL DWGS. 7-0" FIN. FLR. i, �tL b I KUU I UrVAL vvvuO. j i / 2T-4" A.F,F. � T.O. PARAPET 27'-5112" A.F.F. h T.O. CONC. WALL 20'-8112" A.F.F. � D.B.E. 0'-0" FIN, FLR, 27'A" A.F.F. T.O. PARAPET 27'-5112" A.F.F. h T.O. GONG WALL VARIES OQ D.B.E. 0'-0" FIN, FLR. � -4'-0" A.F.F. h T.O.CONC. � p J 0 RB O D E[F�F H ZEANCHOIR B 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 2251 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 CO/DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER KA=5m3 1 WALL SECTION FRONT WALL KA-5 3 SCALE: 314"=1'-T 2 WALL SECTION REAR WAIL KA 5,3 SCALE: 314"=1'-0" WALL SECTION d LOADING DOCK SCALE: 3/4"=V-0" G - d aQ . 4 Q d 9 Q d ° e 4 a 71„ 4 CONTROL JOINT - 4 SEE SHEET A-7.1 4 ° FOR DETAILS ° TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - -s COORD. WIELEVATIONS Sy- --� --- a Q r d d4 � ° d ° Q 4 a aQ ° / J a 4 a. ° .. Q 4 Q d a°- O s a a' 518" GYP. BD ON 1"'Z' FURRING 4 .° CHANNEL @ 2'-0" O.C. WI 1" RIGID INSULATION (R-11 MIN.) a Q. d 74". dv/ ; 4° a 3 ENLARGED CORNER DETAIL KA-6.1 SCALE: 1"44' ENLARGED PLAN DETAIL a@ LOADING DOCK BUMPER SCALE: B A S I ° ° FACE OF CORAL STONE VENEER BELOW- SEE ELEVS. i a a 1„ 74 5, 9" 3„ c a \ I 4 CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS I 4. d. Q a, a d d' ° d. 518" GYP. BD ON 1"'Z' FURRIN a a CHANNEL @ 2'-0" O.C. W11" RIGID INSULATION (R-11 MIN.) 71 d " 4Y TILT -UP CONC, WALL PANEL WITHIN BRICK AS SHOWN - ° COORD. W/ELEVATIONS �Q CONTROL JOINT - SEE SHEET A-7.1 ° GnR nPTAII C 1 ENLARGED CORNER DETAIL KA 61 SCALE: 1"=1'-0" B A 4, B I 3,-03" i I ALUM.STOREFRONT I BACKER ROD WISEALANT I CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS I I ,4 . 4 — I --I-- — — —I{ Q 156i 4 6"X12" STEEL COL. e SEE STRUC. DWGS. ° 4, ° 8" STEEL COL ' r SEE STRUC. DWGS. Q 44 — TILT -UP CONC. WALL PANEL ° WITHIN BRICKAS SHOWN - M a 110 COORD. W/ELEVATIONS 4 ° 4 ' a d '. 4 aP 71: 5/8" GYP. BD ON 1"'Z FURRING 4 ° CHANNEL @ 2'-0" O.C. WI 1" d RIGID INSULATION (R-11 MIN.) 4 a - a a. Q 15r7 I a d 4 I 4 ° 4 v d Q�T• 4 Qa LI . a. v d ° � a °q a' �• e 'I 4 FACE OF CORAL STONE I 1a. VENEER BELOW- SEE ELEVS. T4„ Q Ia° d a 7.. 4, 0" 4 ° d a ° r 114" STUCCO i 4 ^ a4Q 2 ENLARGED PILASTER DETAIL SCALE: 1"=1'-0" 114" STU, 1500 Wr PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 770.394.1314 Ef] p J F-TO H A ANCHOR 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. Al rights reserved. This document may not he reproduced without the prior written consent of Phillips Partnership, PC, TENANT �CO,ST PLUS, WO -IDi" N 1 2251 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 CO/DEB DRAWING TITLE ENLARGED PLAN DETAILS SHEET NUMBER KA=6.1 2 DOOR TYPES NOTE: 2-YEAR GUARANTEE ON ALL WOOD DOORS a° Fx�9"x14" SIDE LITE AT _DRS. #5, AND 6 PAINT GRADE SOLID CORE (D WOOD FLUSH DOOR BY zi U WEYERHOUSER, CAL -WOOD _Z OR ALGOMA. BIRCH FACE a O WITH PM FRAME, PAINTED. o� y O 3/8" UNDERCUT. TWO U_ 1 YEAR GUARANTEE ON ALL a WOOD DOORS. ,j .3 A d O 0\ \� a bo ' ELIASON' #SCP-1 1, BEIGE 101 WITH MATCHING WINDOW TRIM, WITH 24" SCUFF PLATE TO MATCH, BOTH SIDES. CORNELL, PREFINISHED INSULATED STEEL OVERHEAD DOOR WITH COUNTERBALANCE OR OPERATOR #422, AND #400301 INTERIOR SLIDE BOLTS EACH SIDE. O 4AI r) -11)" 7\/ STANLEY MAGIC -DOOR SERIES 3000 DURAGLIDE SLIDING DOOR W/ BUILT-IN SECURITY DOOR CONTACTS, OR PRE -APPROVED EQUAL. NOTE: PROVIDE 3M SOLAR FILM RE50NEARL AT ALL DOOR AND WINDOW GLAZING. STANLEY DOOR ARE SHOWN FOR DESIGN INTENT, APPROVED MANUFACTURER ARE STANLEY, BESAM, DOR-O-MATIC AND HORTON. DOOR VIEWER AT DR. #11 3'-6" A.F.F. SILL HEIGHT INSULATED HOLLOW METAL, BONDERIZED O N0. CN-1 STANLEY MAGIC -DOOR SERIES 3000 DURAGLIDE SLIDING DOOR W/ BUILT-IN SECURITY DOOR CONTACTS, OR PRE -APPROVED EQUAL. NOTE: PROVIDE 3M SOLAR FILM RE50NEARL AT ALL DOOR AND WINDOW GLAZING. STANLEY DOOR ARE SHOWN FOR DESIGN INTENT, APPROVED MANUFACTURER ARE STANLEY, BESAM, DOR-O-MATIC AND HORTON. DOOR VIEWER AT DR. #11 3'-6" A.F.F. SILL HEIGHT INSULATED HOLLOW METAL, BONDERIZED O N0. CN-1 CANVAS ...... ... . _ MATERIAL FRP-1 FIBER -REINFORCED POLYESTER`' P-1 PAINT: PAINT: PAINT: PAINT: PAINT: PAINT: EGG SHELL SEMI -GLOSS FLAT FINISH SEMI -GLOSS SEMI -GLOSS EGG SHELL FINISH FINISH FINISH FINISH FINISH P-2 P-3 P-4 P-5 P-6 P-7 PAINT: EGG SHELL FINISH PLASTIC LAMINATE PL-1 RS-1 REDUCER STRIP SHEET VINYL FLOORING V-1 VB-1 VINYL BASE VCT-1 VINYL COMPOSITION TILE INSULATED HOLLOW METAL, BONDERIZED O Na DESCRIPTION O1 WOMEN MEN O2 O JANITOR BREAK ROOM O5 GENERAL OFFICE O6 BREAK ROOM / GENERAL OFFICE 07 TELEPHONE/DATA O COUNTING NOT USED O9 10 STOCKROOM 11 RECEIVING EXIT EXTERIOR EXIT E 12 13 NOT USED 14 ENTRANCE/VESTIBULE 15 ENTRANCE/VESTIBULE 1S RECEIVING COMPACTOR 17 (18 EXTERIOR EXIT DOOR SCHEDULE FINISH MATERIAL SCHEDULE - r A a w w WALLS/ ELEVATION * CEILING R�MARKS y FRAME Q o ROOM09 o o ',a o W A B C D F = FINISH MATERIAL s. c� � Q F W F W F W F W F W HEIGHT FP = PAINT FINISH OPENING SIZE THICK MAT'L TYPE JAMB HEAD SILL MAT L T N0. NAME P o P o P o P o P o ,, -0 >> °� 30 30 3�A�871 PM 4 1 �L-OMEN 14 14 g 10 e 9 10 a 9 10 d 9 10 d 10 1 8�_0��3-0 x 7 1-3/4 SC A A81 A81= C m C m C m C m B _ A 30 30 27 PM 4 2 MEN 14 14 9 10 e 9 10 d 9 10 d 9 10 d 10 1 8' -0" 4 5 7 8 11 12 3 -0 x 7 -0 1 3/4 SC C m C m C m C m B A8.1 A8.1 A8.1 7 10c 10 d7 10d 4 1 OPEN TO 1 2 3PHILLIPS 2'-6" x 7'-0" 1-3/4" SC A 30 30 27 PM 2 3 ELECTRICAL 6 16 - - A8.1 A8.1 A8.1 BDE B B G STRUCT. 9 10 e 9 10 d 9 10 d 9 10 e 10 1 3'-0" x 7'-0" 1-3/4" SC A 30 30 27 PM 5 4 JANITQR 6 17 B m B B B m B 12'-0" 2 3 8 PEG BOARD FROM 4'-0" TO A8.1 A8.1 A8.1 30 30,,-'26 10 d 10 d 9 10 d 9 10 e 1 1 8'-0" 4 5 6 9 11 SHEET VINYL WHEN,.,,,,-,,,,-,iCOMP SINK IS USED P A R T ICI E R S H I P 3'-0" x 7'-0" 1-3/4" SC A A8.1 A8.1 A8.1 PM 3 5 BREAK ROOM 12/14 17 C D E C C f C f- 1 0 d 1 10 d 10 a 10 e 11 8' _ 0" 4 5 6 7 9 11 Architecture •Interior Design •Planning 3'-0" x 7'-0" 1-3/4" SC A 30A8 1 30A8.1 27A8.1 PM 3 6 GENERAL OFFICE 12 16 C CDE C C - » 30 30,,-'PM 7 7 TELEPHONE DATA 12 16 10 c 7 10 d 7 10 d 4 7 _ 8'-0" 4 9 11 Phone Fax 3- 0 x 7- 0 1- 3/ 4 S C A A8.1 A8.1 / B BDE B G 770.3941 b16 770.394.1314 10 d 10 d 10 d 10 e 10 8'-0" 4 5 6 11 3 -0 x 7 -0 1-3/4 SC A 30A8.1 30A8.1 PM 1 8 COUNTING - 12 16 C CDE I C C C 9 MARKETPLACE 6 16 = = 10 2 - SEE 4 11 SEE SHEET A9.1 FOR ApDITIONAL INFORMATION B DETAIL 10 b 10 a 4 4 1 OPEN TO RE >. _ _ g 29 29 PM 6 10 STOCK 6 15 A D E f A D E A F F - STRUCT. 1 2 3 4 PAINT P-1 #B-114, LIKE SALES AREA. RF 6 0 x 8 -0 SCP 1 1 A8.1 A8.1 �- 4 - 4 1 OPEN TO 3'-0" x 7'-0" - HM E 8 11 RECEIVING 6 15 F A F STRUCT. 1 2 3 4 10 d - 10 d 4 1 1 9'-0" 1 4 9 11 =iJ A ��oR O�E o E F H " - HM E 8 12 EXIT CORRIDOR 12 16 B D E - B 9 G O 7 x 7 0 3 0 _ - J _ I 13 ENTRY VESTIBULE - 13 - _ _ _ _ B 10 -0 ALUM. STOREFRONT GLAZING SYSTEM AL_ WALLS 23 24 14 14'-0" x 7'-8" - - D A8.1 A8.1 SALES 6 16 4 4 4 10 a 2 �TRUCTPEN � 1 2 30 4 5 10 PAINT CLG. P-1 INCLUDING ' CONSULTANT 23 24 G G G B - CONDUIT & OTHER -EXPOSED COMPONENTS a ' 14-0" x 7'-8„ _ - D A8.1 A8.1 - - C �A8.,3,,--A8.3,,---A8.3j 10 10 - NOT USED _ c=n Z 8'-0" x 10'-0" - HM F 9 - - CASH WRAP - - 16 - - - - - - ' 36" x 3'-6 " LL - HM E 8 - CHAIR WALL - 16 - - - - - - - s 3'-0" x 7'-0" 7 SEE INTERIOR ELEVATIONS OF PAINT COLOR CALL OUT A SEE RUG DISPLAY & CHAIR DISPLAYL OR ADDITIONAL FINISH REQUIREMENTS. INTERIOR ELEVATION KEY D B SEE COLOR SCHEDULE FOR ADDITIONAL;, INFORMATION. _ SEE_ DETAILS 3/A9.1 AND 15/A9.1 FOR =k4" HIGH BASE LOCATION AT MARKET PLACE. C HARDWARE GROUP SCHEDULE FINISH MATERIAL NUMBER © PAINT FINISH (NO SUBSTITUTIONS ALLOWED. SUBMIT SHOP DRAWINGS AND SUBMITTALS TO COST PLUS CONSTRUCTION MANAGER FOR APPROVAL.) A. INTERIOR GYPSUM BOARD - FLAT 1 EXPOSED STRUCTURE, UNPAINTED NOTE. ALL LOCKSETS TO BE BY BEST 6 PIN WITH 'NEWPORT' LEVERS 2. EXPOSED STRUCTURE, PAINTED ACRYPLEXa`#970 SEALER - 1.0 MIL UNLESS OTHERWISE NOTED. FINISH SHALL BE #626. = 3. CONCRETE/CONCRETE BLOCK, EXPOSED SUPER; LATEX #550 FINISH - 1.5 MIL MENTS WITH COST PLUS, INC. PROVIDE - - 4. CONCRETE CONCRETE BLOCK, PAINTED B. INTERIOR GYPSUM BOARD - EGG SHELL - VERIFY KEYING rREQUIRE / CONSTRUCTION CORES _ 5. CONCRETE WITH HARDENER AND SEALER ACRYPLEX #970 SEALER 1.0 MIL Yv ALKYD FINISH - 1.5 MIL PROVIDE CLOSERS AND SMOKE GASKETS AT ALL RATED DOORS. y 6 CONCRETE WITH SEALER. SEE REMARK 3 C. INTERIOR GYPSUM BOARD - SEMI -GLOSS GROUP 1 - GROUP 2 rs ' 7. 1 2" THICK AC PLYWOOD W/ CLEAR COAT OVER GYP. BD ACRYPLEX #970 SEALER - 1.0 MIL BUTTS McKINNEY: 4x4, 1=1 2 PAIR, #TA 2731 BUTTS McKINNEY: 4x4, 1-1 /2 PAIR, #TA 2731 / / g PLASTIC LAMINATE ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL - 1.5 SAIL CLOSER LCN: SUPER SMOOTHEE' CLOSER LCN: SUPER SMOOTH Et,."_;;,, LOCKSET BEST: STOREROOM FUNCTION, 9. TEXTURED FIBER -REINFORCED POLYESTER PANEL D. INTERIOR WOOD DOORS AND TRIM - SEMI -GLOSS LOCKSET BEST: (MORTISE) STOREROOM FUNCTION, ^, FLO-COAT #985 UNDERCOAT - 1.0 MIL 35H7EW14H 626 #93K7D14C 626 `` _ 10. GYPSUM BOARD (TYPE WR GYP. BD. AT TOILET ROOMS, JANITOR] �LYNN - ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL - 1.5 MIL STOP JOHNSON: DOME TYPE _ STOP GLYNN JOHNSONx DOME TYPE CLOSET AND SINK ALCOVE, SEE REMARKS) E INTERIOR PRE -PRIMED METAL - SEMI -GLOSS KICKPLATE STAINLESS STEEL, BOTH SIDES -KICKPLATE STAINLESS STEEL, BOTH SIDES 11. ACOUSTICAL TILE IN SUSPENDED 'T'-BAR GRID- FLO-COAT #985 UNDERCOAT - 1.0 MIL " r / 12. VINYL COMPOSITION TILE. SEE REMARK 12 FOR PRODUCT SPECIFICATION. PEEPHOLE PEEPHOLE AT DOOR #7 ONLY SIGNAGE MILD: 28 ALMOND/CLEAR WALL FRAM, W ACRYPLEX #1650 LATEX SEMI -GLOSS ENAMEL - 1.5 MIL 1 -1/2",HIGH OPTIMA TEXT STATING "JANITOR'S 13. "CATHEDRAL" WALK -OFF MAT (COLOR: CHARCOAL) W/ ALUM. U�IRAP i , INTERIOR C0NCRTE OR CONCRETE BLOCK - FI AT GROUP 3 CLOSET" FRAME BY MATWORKS. = PVA #521 BLOCK FILLER- 5.0 MIL 14. SHEET VINYL WITH 6" INTEGRAL COVE ACRYPLEX #970 VINYL WALL SEALER - 1.0 MIL BUTTS McKINNEY: 4x4, 1-1 /2 PAIR, #TA 2731 SUPER LATEX #550 FINISH - 1.5 MIL LOCKSET BEST- CLASSROOM FUNCTION GROUP 4 15. 1 x12 WOOD BASE TA 2731 16. 4" HIGH VINYL BASE G. INTERIOR CONCRTE OR CONCRETE BLOCK - EGG -SHELL CLOSER LCN: SUPER SMOOTHES' BU _ McKINNEY: 4x4, 1 1/2 PAIR # PVA #521 BLOCK FILLER- 5.0 MIL N STOP GLYNN JOHNSON: DOME TYPE 0 T BEST: PRIVACY FUNCTION, #9,3KOL14C 626 17. 6" HIGH VINYL BASE ACRYPLEX #970 VINYL WALL SEALER - 1.0 MIL KICKPLATE STAINLESS STEEL, BOTH SIDES OSER ,. I CN: 'SUPER SMOOTHEE' _ 18. 1 4" THICK PEGBOARD OVER GYPSUM BOARD / ACRYPLEX #1650 ALKYD FINISH - 1.5 MIL OP GLYNN JOHNSON: DOME TYPE H INTERIOR TRANSPARENT STAIN - SATIN SIDELITE PROVIDE AT DOOR #5 AND #6 r ` _ _3 Trf-ll1 iir�iirii ATr CTAINII I CC CTF.-I R(lTrA �IFW(� ;'._- efA� ..' ':, n. ..,.. �r�. it r-rn ini GROUP 5 BUTTS CLOSER LOCKSET STOP KICKPLATE SIGNAGE GROUP 7 BUTTS LOCKSET STOP SIGNAGE BEST: PASSAGE FUNCTION, # KO �4C GLYNN JOHNSON: DOME TY STAINLESS STEEL, BOTH SIDE GROUP 8 }r MILLS: 2" x8" 'ALMOND/CLEAR' WALL FRAME, W/ BUTTS McKINNEY. 4x4, 1-1 /2 PAIR #TA 2731 1-1 /2" HIGH OPTIMA TEXT STATING "EMPLOYEES LOCKSET DETEX: #V40xEB PANIC ALARM WITH BEST #IE74 „ 6-PIN CYLINDER NOTES ONLY " DOOR BELL ONLY AT DOOR #11 THRESHOLD PEMKO #2704� , 3} PAIR, #TA 2731 CLOSER WEATHERSTRIPPING LCN: 'SUPER SMOOTHES' O EVERY WALL STUD AND GYPSUM BOARD FINISH ON, 'BOTH SIDES McKINNEY: 4x4, BEST: (MORTISE) STOREROOM FUNCTION, 180' VIEWER PEEPHOLE AT DOOR #11 ONLY SHALL EXTEND TO THE UNDERSIDE OF "X' THE ROOF; OR FLOOR ABOVE. GYP. BD. TO BE 5/8" TYPE . 5H7EV�l:14 VYNNJOHNSON-. DOME TYPE - 2"x8" 'ALMOND/CLEAR' WALL FRAME, W/ GROUP 9 bO EVERY WALL STUD AND GYPSUM BOARD FINISNJ ON ONE SIDE ONLY MILLS "EMPLOYEES BUTTS McKINNEY: 4x4, 1-1/2 PAIR, #TA 2731 SHALL EXTEND TO THE UNDERSIDE OF THE ROOF OR FLOOR ABOVE. 1 1%2" HIGH OPTIMA TEXT STATING DEAD LATCH WALL FINISH ON THE OTHER SIDE SHALL EXTEND ONLY TO THE ryONLY" AT DOOR # 6 FINISH CEILING. COLOR SCHEDULE MANUFACTURER COLOR GLEN RAVEN MILLS, INC. #8600 'VICTORIA GREEN' MARLITE #P100 'TEXTURED' _ FULLER 0 BRIEN SHERWIN WILLIAMS ICI #13-1 14 'BUFF' B48W60 'BUFF' ICI # 735 CURyR1ER =CREME FULLER 0��''BRIEN SHERWIN WILLIAMS ICI #B-114 'BUFF' ' B30W401 BUFF ICI 735r - `'CURRIER CREME FULLER 0-BRIEN ^_ SHERWIN WLLLIAMS ICI #B-65 'GRAND CANYON' 1320W203 'GRAND CANYON'_:_ ICI # 209 - CLAY POT #13-65 'GRAND CANYON' 1320W203 'GRAND CANYON' ICI # 209 - CLAY POT FULLER 0-BRIEN SHERWIN WILLIW_ ICI ICI #E 1 17 'ULTRA R Y38A10 BILLIARD GREEN' ICI 1 102 - FOREST SHADE FULLER 0-BRIEN SHERWIN WILLIAMS _- IMP# 1000 10/208 FULLER 0-BRIEN SHERWIN WILLIAMS ICI WILSONART .#4144 60GREEN GLACE JOHNSONITE _ #RRS-28-C 'MEDIUM GRAY' ARMSTRONG - ARMSTRONG CLASSIC CORLON OYSTER #86526 - ARMSTRONG -`.T LIGHT GRAY ARMSTRONG '}IMPERIAL' COMMERCIAL #51928 'PEBBLE TAN' ry REMARKS O ONE COAT SEALER AND ONE COAT PAINT AT CONCRETE/ CMU WALL.r O2 ALL EXPOSED CONCRETE FLOOR TO BE FREE AND CLEAN OF ALL DIRT AND STAINS, _SUCH AS TIRE MARKS, GREASE, OIL, ETC. �3 SEALER: TWO COAT Q.P. SYSTEM. FIRST COAT, AMERICAN INDUSTRIAL TERRA PRIW ON TO THE PREPARED SURFACE AT A RATE OF 100 SF PER GALLON SECOND COAT, AMERICAN INDUSTRIAL TERRASEAL O.P. AT A RATrE OF 175 SF PER GALLON. MATERIAL CAN BE PURCHASED FROM PROCESS TECHNOLOGY AND CONTROLS, VERIFY SPECIFICATIONS Wf DALE BALLARD (248) 755-8025. O 5/8" GYP. BD. OVER 3-5/8, 25 GA. METAL STUDS AT 16" O.C. WALLS OVER 16'-0" HIGH SHALL BE 6", 20 GA. (MIN.) METAL STUDS AT 16" O.C. PROVIDE 11_1/2" CR CHANNEL BRIDGING PER TYPE 'WR' WATER RESISITANT GYP. BD. MFR'S RECOMMENDATIONS. AT TOILET ROOMS. TYPE 'X' GYP.„,BD. WHERE INDICATED PER PLANS AND DETAILS. O PROVIDE BLOCKING AND BACKING FOR :,ALL FIXTURES. GENERAL CONTRACTOR TO COORDINATE WITH FIXTURE INSTALLER. PROVIDE MIN. (3) ROWS 1 x4 BLOCKING, CONTINUQUS AT FIXTURE MFR'S SPACING REQUIREMENTS, SEE INTERIOR ATONS FOR SALES. �6 MDF CABINETS AND COUNTERS WITH PLASTIC LAMINATE FINISH. SEE SHEET A3.1 FOR ADDITIONAL NOTES. O SOUND BATT INSULATION: OWENS-CORNING 'SOUND ATTENTUATION BATTS' OR APPROVED EQUAL. SEE ENLARGED PLAN FOR LOCATION. O FIBER -REINFORCED PANELS: FULL -HEIGHT AT BOTH TOILET ROOMS, WAINSCOT TO 4'-0"A.F.F. AT JANITOR'S ROOM, AND FULL -HEIGHT AT SCULLERY SINK ALCOVE. SEAL OR PAINT WALL BENEATH PANEL AND APPLY MANUFACTURER'S (MFR'S) ADHESIVE. PROVIDE ESCUTCHEONS AND MFR'S STANDARD TRIM PIECES. SCRIBE PENETRATIONS. O ACOUSTICAL TILE CEILING: USG 5/8" THICK 24" x48" TILE, _RADAR #2310. GRID: USG 'DONN' #DX24. 15 SALES FLOOR COLUMNS: PAINT SEMI -GLOSS WITH 4" VINYL COVE BASE. - 11 CONTRACTOR TO STRIP AND WAX VCT AND SHEET VINYL FLOOR TILE- 12 ARMSTRONG CLASSIC CORLON OYSTER. CONTACT BILL SCHRANKO 1-800-356-9301 X8972 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 -!LCI.0 T_PLUS_, ST 0 RL r r 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE DOOR SCHEDULE SHEET NUMBER 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 PROVIDED BEHIND 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.I. 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.S.I. 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. WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B WALL COMPONENT AND CLADDING PRESSURE - 20.4 / 22.6 END ZONE ROOF COMPONENT AND CLADDING PRESSURE --19.9/-28.1 EDGE STRIP (12'-0") 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 FOR (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. 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: COMPRESSIVE STRENGTH AS FOLLOWS: RECTANGULAR/SQUARE HSS SHAPES (ASTM A500 Cr. B) 46 K_S.I. YIELD FOOTINGS: 3000 P.S.I ROUND HSS SHAPES (ASTM A500 Gr. B) 42 K.S.I. YIELD SLAB ON GRADE: 3000 P.S.I STEEL PIPES (ASTM A53 Gr. B) 35 K_S.I_ YIELD FDN. WALLS: 3000 P.S.I W SHAPES (ASTM A992) 50 K.S.I. YIELD U.N.O.: 3000 P.S.1 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: IN ALL CONCRETE EXCEPT INTERIOR SLABS ON GRADE_ (3% MAX.) BOLTED CONNECTIONS IN STEEL FRAMEWORK U.N.O. (ASTM A325-N) CARBON AND ALLOY NUTS (ASTM A563) 3. C.J. ON PLANS INDICATES CONSTRUCTION JOINTS OR CONTROL JOINTS. IF NOT HARDENED STEEL WASHERS (ASTM F-436) SHOWN OTHERWISE; MAINTAIN A MAXIMUM AREA BOUNDED BY SLAB CONTROL JOINTS COMPRESSABLE-WASH ER -TYPE DIRECT TENSION INDICATORS (ASTM F-959) OF 400 SQUARE FEET (i.e_ 20' x 20') THE MAXIMUM SIDE RATIO OF WHICH THREADED RODS (ASTM A36) SHALL BE 1.5:1, AND JOINTS AT ALL REENTRANT SLAB CORNERS. 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 THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (i.e. 12" SQUARE BASE 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" 0 OR 4" SQ_ COLUMN). ALL BASE PLATES SHALL BE ANCHORED TO UNLESS OTHERWISE NOTED IN THE DRAWINGS. FOOTING BELOW WITH 4 - 3/4"0 x 1'-1" HEADED ANCHOR RODS (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. A. 3" CLEAR WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH, BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. 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 AGAINST FORMS FOR BARS #6 OR LARGER. DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28. ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR 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 AGAINST FORMS FOR BARS #5 OR SMALLER. PLAN (5/8" DIA_ WELDS @ SUPPORTS AND PERIMETER & #10 TEKS SCREWS O SIDELAPS)_ DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM- 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 EXPOSED TO WEATHER_ PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6". 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. 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 ON PLANS, DETAILS OR SECTIONS. 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 OF OPENING AND TWO (2) - #5 x 5'-0" DIAGONALLY AT EACH CORNER. CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY CON-SERV INC. EAST HANOVER, NEW JERSEY ... PHONE (201)884-1430. 7. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 P.S_F_ ALL FOOTING EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL 7. B.T.J. ON ROOF FRAMING PLAN INDICATES BOLTED TIE JOIST AS DEFINED BY ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE_ CONTRACTOR SHALL EXERCISE O.S_H.A. AND S.J_I._ BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS CAUTION TO INSURE THAT ALL RECOMMENDATIONS OF THE CIVIL AND SOILS WHERE JOIST(S) BEAR ON JOIST GIRDER AT (OR NEAREST) COLUMN S) ( ENGINEERS ARE FOLLOWED CLOSELY. FOR DETAILS OF FILL AND COMPACTION (O.S.H.A. Sec. 1910.12 Construction Standards Sec. 1518.751) 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 C618-84 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- STITUTED ON A 1:1 RATIO BY WEIGHT AND ONLY UP TO A 20% REDUCTION IN ALL WELDS SHALL BE MADE WITH E-70 ELECTRODES. THE ORIGINAL CEMENT CONTENT. CONCRETE PROPORTIONS SHALL BE SELECTED ON THE BASIS OF TRIAL MIXES CONFORMING TO A_C.I. 211.1. 11. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, 10. SEE ARCHITECTURAL DRAWINGS / SPECIFICATIONS FOR CONCRETE FLOOR FINISH REQUIREMENTS_ CONNECTIONS SHALL DEVELOP AT LEAST 70% OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE ASD MANUAL (Part 2: Beam and Girder Design) 1 1 _ 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 ACI 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 AT 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_ DEFINITIONS: SYMBOLS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED - INDICATES ELEVATION. FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. ID - INDICATES COLUMN LINE. B.T.J_ - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. B - INDICATES FILLED CELL DESIGNATION. C.J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION. COL - INDICATES COLUMN CENTERLINE. D.B.E. - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED - INDICATES MOMENT CONNECTION. FLOOR ELEVATION. poll. ELEV. - INDICATES ELEVATION. A? - INDICATES FOUNDATION DESIGNATION. E.O_R_ - INDICATED ENGINEER OF RECORD. E-Q. - INDICATES EQUAL. F_D. - INDICATES FLOOR DRAIN_ 1 - INDICATES SECTION MARK. S1 F.F_E_ - INDICATES FINISHED FLOOR ELEVATION. F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. - INDICATES REVISION MARK. Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. 0 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. R - INDICATES STEEL PLATE. R.T.U. -INDICATES ROOF TOP UNIT. L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF T.O.F. - INDICATED TOP OF FOOTING ELEVATION BELOW REFERENCED ROOF -TOP UNIT. USE L 3x3x1/4" IF WEIGHT OF UNIT IS LESS FINISHED FLOOR ELEVATION. 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 T.O.S. - INDICATES TOP OF STEEL BEAM ELEVATION ABOVE REFERENCED 3,000 LBS., SEE ROOF FRAMING "" "�r"'"' " 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. 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. TILT -UP NOTES: 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 P.S.I_ U.N.O. 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED, �LY��t���.77L�ii��VV 1 NOTES: MASONRY C��' NRY NOTES 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 1- UNLESS SHOWN OTHERWISE ON PLAN, AT EACH SIDE OF MASONRY OPENINGS IN C_M_U. DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND WALLS PROVIDE 1-FILLED CELL W/ 1-#5 BAR VERTICAL. PROVIDE DOWEL INTO FOOTING 3/4" TO THE EXTERIOR OF THE BUILDING. AND LINTEL OVER OPENING. PROVIDE 2- 0" OF BEARING (EACH END) FOR MASONRY 5. ALL "WET SET" EMBEDS ARE TO HAVE (1) 1/4" DIAMETER HOLE SHOP DRILLED LINTELS OVER MASONRY OPENINGS. EVERY 6" o_c_ TO PREVENT AIR VOIDS FROM FORMING. 2. REINFORCED MASONRY GROUT (R.M.G.) FOR FILLING CELLS IN C.M_U_ WALLS 6. ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. SHALL CONFORM TO: "STANDARD SPECS. FOR MORTAR AND GROUT REINFORCED 7. PROVIDE 1/2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. MASONRY", A_S.T.M. C-476, WITH A SLUMP OF BETWEEN 9" AND 11", AND PLACED NOT MORE THAN 2-1/2 HOURS AFTER WATER HAS FIRST BEEN ADDED 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O. (ONE PART CEMENT TO 2-1/2 PARTS FINE AGGREGATE BY VOLUME, DEVELOPING 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, 2000 P.S.I. AT 28 DAYS)_ PLACE IN 4'-0" LIFTS, MAXIMUM. ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE CONTRACTOR FOR THE ENGINEERS REVIEW. 3. TYPE "S" MORTAR SHALL BE USED FOR ALL C.M.U. WALLS, 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M.U. WALLS FOR ALL EMBEDDED ITEMS_ WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN. 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION. 5. FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE 12. CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH IN ANY GIVEN WALL SEGMENT. PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS BEFORE CONSTRUCTION LOADS ARE APPLIED. OR CAST -IN -PLACE STUD ANCHORS. 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. 6. ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP. THESE DOWELS SHALL BE SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS. IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL HAVE A V-6" BEND INTO EITHER FOOTING OR BOND BEAM. 15. PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF 7. CONTRACTOR SHALL PROVIDE STANDARD GAUGE "DUR-Q-WAL" JOINT REINFORCE- MENT) AT 16" O.C. IN ALL C.M.U. WALLS UNLESS SPECIFICALLY NOTED OTHER- 16, FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED, ADDITIONAL WISE ON THE STRUCTURAL DRAWINGS. "DUR-O-WAL" SHALL BE PROVIDED IN A FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. PROFESSIONAL ENGINEER. IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (1- C.M.U. WYTHE ONLY) PROVIDE "TRUSS - TYPE" HORIZONTAL REINFORCING_ IN THE CASE OF COMPOSITE WALLS (C-M.U. + BRICK VENEER) PROVIDE ADJUSTABLE ASEMBLIES. 3/16" 1" 8. REINFORCING BARS FOR VERTICAL FILLED CELLS SHALL BE LAPPED AS FOLLOWS: /16 3/1 r t " 1/4" BAR SIZE LENGTH OF LAP 5 2'-7" 6 3'-4" 7 5'-7" 9. BARS SHALL BE A.S.T.M_ A-615, GRADE 60: EXCEPT TIES AND STIRRUPS, WHICH L6x4x3/8" S.L.V_ MAY BE GRADE 40. x 6" LONG SEE FRAMING PLAN 10_ BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX - FOR JOIST SIZE TEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING. 1 1 _ A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) OF 1500 P.S.I. IS REQUIRED AtA2 FOR ALL REINFORCED MASONRY CONSTRUCTION_ s-1.o 12. ALL ANCHORS BUILT INTO MASONRY SHALL BE GALVANIZED_ DECK 3 AT ,UCT IS KCS JOIST SEE ROOF PLAN TYPICAL RTU SUPPORT FRAME SCALE: NONE 2 SECTION KS-1.0 SCALE: NONE !l I Y V L L 1 1\ 111 Y I L r'3' SECTION KS-1.0 SCALE: NONE 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.sJ. 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. - f'c = 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.i_). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k.s.i.). o w �2z LAP LENGTH o bQ PER SCHEDULE Zw _j ww �- FREE EDGE I I U ofcD TRANSVERSE REINFORCEMENT CLEAR SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 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" 561, #7 63" 81" #8 72" 931, #9 81" 105" #10 91" 118" #11 101" 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" v� STAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) LOAD NOT AT TOP CHORD PANEL POINT L2X2X 1 /4" FROM LOAD POINT TO BOTTOM CHORD PANEL POINT. L2X2X 1 /4" FROM LOAD POINT TO TOP CHORD PANEL POINT HANGING LOAD NOT AT BOTTOM CHORD PANEL POINT CONCENTRATED LOAD ON JOIST DETAIL SCALE: NONE COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT 2L 4'-6" x 7'-0" 1'_0" 8-#5 BARS X 4'-0" TOP&BOTT 6-#5 BARS X 6'-6" TOP&BOTT Q 4'-6" x 9'-0" 1'-0" 10-#5 BARS X 6-#5 BARS X 4'-0" TOP&BOTT 8'-6" TOP&BOTT Z� 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E.W. DL 4'-0" SQUARE 1'-0" 5-#4 BARS X 3'-6" E_W. 2L 4'-6" SQUARE 1'-0" 4-#5 BARS X 4'-0" E.W. 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. 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E.W. 6'-6" SQUARE 1'-4" 8-#5 BARS X 6'-0" E.W. 7'-0" SQUARE 1'-5" 6-#6 BARS X 6'-6" E.W. KQ 3'-0" x 5'-0' 1'-0" 4-#4 BARS 5-#5 BARS X X 4'-6" 2'-6" E p J RB E F G H A ANCHOR B C D CONSULTANT AIN S, GIPSON & SOCIATES 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 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 ,- Stm MMAXT 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE GENERAL NOTES FOOTING SCHEDULE RTU DETAILS SHEET NUMBER 5:/2004-120AO I T/FTG. (-2'-0") FOUNDATION PLAN SCALE: 1/8" = 1 '—On INDICATES STEP IN CONTINUOUS FOOTING (°) (a) = TOP OF FOOTING © LOW SIDE (b) (b) = TOP OF FOOTING @ HIGH SIDE NOTES: ECC BASE R — INDICATES BASE PLAT TO BE ECCENTRIC WHEN FACE COLUMN IS WITHIN 6" OF FACE OF TILT —UP PANEL C.J. — INDICATES CONTROL JOINT 0 — INDICATES FOOTING SIZE. SEE SHEET S1 FOR FOOTING SIZE AND REINFORCEMENT. 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. ET] p J A ANCHOR B C D RB E F G H CONSULTANT HAINES, .1111111111h 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 9 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 SIM WORLu RAWT 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMiERICAN 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 DMF/RWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER S:/2004-120.30 ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" -$l- D.B.E.=xx'-xx" INDICATES DECK BEARING ELEVATION ABOVE FINISHED FLOOR REFERENCE ELEVATION +0'-0". JOIST BRIDGING IS NOT SHOWN FOR CLARITY. PROVIDE STANDARD BRIDGING FOR ALL JOISTS PER THE LATEST EDITION OF S.J.I. SPECIFICATIONS. JOIST MANUFR. SHALL VERIFY/COORDINATE ROOF TOP UNIT (RTU) WEIGHTS AND LOCATIONS WITH MECHANICAL DWGS. UPSIZE SPECIAL JOISTS IF NECCESSARY. L1 INDICATES L3x3x'/4" STRUTS TO FACE OF COLUMN AND BOTTOM OF DECK. SEE 5/KS-5.4 Architecture • Interior Design • Planning Ph— 770.394 J616 F- 770.394 i314 ---1 RIRE Li RB E F G H '4 ANCHOR E C D CONSULTANT HAINES, GIPSON An 'ATS 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 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 2251 W.P. BALL BOULEVARD PROJECT AT SE-AiMOLE . r 0 SANFORD, FLORIDA DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER 5:/2004-120.30 INDICATES COLUMN CENTER — SEE FOUNDATION PLAN FOR COLUMN SIZE AND ORIENTATION SLAB JOINT I-- z 0 m in z 0 m g cn 2'-0" SQUARE OR ROUND ISOLATION POCKET SLAB JOINT NOTE: USE ROUND ISOLATION POCKET WHEN JOINTS WILL NOT INTERSECT CORNERS_ TYPICAL PLAN VIEW OF ISOLATION POCKET SCALE: NONE 'ER 'LAN 1 1 -7 - I'1_1 JI IV YY IV FOR CLARITY SECTION THRU OPENINGS KS-4.1 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_ a' ° 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 KS-4.1 SCALE: 3/4" = 1'-0" C JOINT 2'-0" PANEL WIDTH + 1/2" �I cI, JAMB STEEL AT N GIRDER BEARING TYPICAL (2) #5 CORNER BARS. ADD ADD'L (2) #6 BARS EACH SIDE OF OPENING 2" CL_ TYP_ TYPICAL MAN DOOR, ADD (2# x 4'-0' A CORNER, G.C. NOTE: VERTICAL PANEL REINFORCEMENT TO BE PLACE ON A 3 1/ 6" TALL CHAIR_ (2) #5 BARS CONT, AROUND ALL SIDES OF PANEL 1/2- JOINT HORIZONTAL PANEL REINFORCEMENT / PER PANEL ELEVATIONS VERTICAL PANEL REINFORCEMENT 2" CLR_ TYPICAL PER PANEL ELEVATIONS TYPICAL ° d . .° a ° V ° ° d ° d oa q U q d d EXTERIOR FACE OF PANEL 3/4" CHAMFER 11 TYPICAL REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL PLAN VIEW OF TILT -UP JOINT KS-4.1 SCALE: NONE 1/2" PANEL JOINT TILT -UP PANEL 1 1 1/2 "H" PER PLAN 3' MAX TILT -UP PANEL PER PLAN T FOOTING ELEV. ° a ' ° 44. d _ (SEE PLAN) 2'-0" ° a = T/ FOOTING ELEV. ".3" CLR_ . (SEE PLAN) ;IIIIIIIIIIII_II ° a . 2,-0" ° III —III III III— . -1 I I=1 I I=1 i I=1 I"► d -1 I IIII—I I I —I I I1 I II I —III —I I I, ; ,I 11-1 SEE GEOTECH FOR SAME SIZE AND NO. REQUIRED SUB -GRADE PREPARATION AS TYPICAL FTC_ REINFORCING TYPICAL FOOTING STEP DETAIL SCALE: NONE NEW POUR OLD POUR 2'-0" 2'-0" 1/g" TOOLED RADIUS EACH SIDE ° d Q A ° SEE PLAN FOR SLAB THICKNESS '/2" 0 SMOOTH BAR @ 12" O.C_ COAT ONE SIDE OF BAR TO PREVENT BOND (jhTYPICAL CONSTRUCTION JOINT 2—#5's ALL SIDES ONT. TYP" 4� SEE TYP_ REINF_ SCHEDULE SEE DETAIL 2/FS-4.1 FOR PLACEMENT_ Z—O•" PAS[ EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS_ 12 TYPICAL PANEL REINFORCEMENT KS-4.1 SCALE: NONE JSCALE: 3/4" = 1'-0" CL JOINT JOINT "2'-0 O�N (2) #5 CORNER BARS. TYPICAL REINFORCEMENT SCHEDULE PANEL HEIGHT F.F.E. TO D_B_E VERTICAL REINF_ HORIZONTAL REINF. 22 FT #5s @ 14" #4s Q 14" 24 FT #5s 0 12" #4s @ 14" 26 FT #6s @ 12" #4s ® 14" 1 ADD (2� #5 BARS A 8' ' — 0 AT EACH SIDE OF OPENING ADD (2#5 BARS x 4'-0 ' AT EACH CORNER" FINISHED FLOOR ELEVATION. 2" CL" TYP. SEE PANEL ELEVATIONS FOR JAMB REINF. PANEL WIDTH + 1/2" G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" TALL CHAIR (NO REVEALS) AND 11/2" TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE G.C. NOTE: VERTICAL PANEII REINFORCEMENT TO BE PLACE ON A 3 V16" TALL CHAIR_ 2_ CLR. 2" CLR_ry v d °q d . �. d d #3 BARS @ 6" O_C_ REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS =� n _CARRY HQRIZ, BAR 4" PAT EXTERIOR FACE 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 3 TYPICAL JAMB KS-4.1 SCALE: NONE SEE FOUNDATION PLAN FOR COLUMN SIZE — ISOLATION POCKET SEE 1/KS-4.1 THIS SHEET o Ed IN W w = � o � to o o. SEE FOOTING SCHEDULE FOR SIZE & REINF_ 7TYPICAL INTERIOR FOOTING SCALE: NONE Ct JOINT 2—#5's CONT. ALL SIDES TYP_ #5 BARS 14" 0_C. HORIZONTAL 4 BARS @ 18" O.C. VERTICAL SEE DETAIL 2/KS-4.1 FOR PLACEMENT" o U z o z LU - 0- `D o 0 LL 3 O ....... ::::::::::::::::::::: ..'....'.'.'.'..' ............ ............ ............ ............ ............ ........... ............ ............. ::.:....... .......... .......... ............ ............ ............ ............ ............ ............ ............ ............. ADD ADD'L (2) #5 BARS EACH SIDE OF OPENING ------- l - -' - ""'I V t2 a O tr � �- w > v' o to Z41rz m Q w � I FINISHED FLOOR o N ELEVATION, O !2 0 CHAMFER ALL CORNERS OF OPENINGS_ 13 TYPICAL PANEL REINFORCEMENT 3--4.1 1 SCALE: NONE R 6" 6"; (4)—/ HEADE6 '/," JOINT L4x4x%" x 0'-5- 1 CONN_ @ MID HEIGHT) 1 CONN_ 1'-0" BELOW T/WALL) U.N_O. ON PANEL ELEVATION INTERIOR EXTERIOR TYPICAL CORNER DETAIL SCALE: NONE R 6" X 6" X 3/8" W/ 4— 1/2-0 X 3 1/2" LONG HEADED STUDS JOINT a 4. °a 1 " CLR.' ° ° d L 4 X 4 X 3/8" X 0'-5" 1 CONN. 2'-0" A.F_F_) 1 CONN. @ MID HEIGHT) ° 1 CONN. 1'-0" BELOW T/N WALL) U.N_0. ON PANEL ELEVATIO .d q ° ° d. ° INTERIOR ° EXTERIOR d d^ °° TYPICAL CORNER DETAIL -4-11 SCALE: NONE R 6" � 6"x3/8" 1 W� (4)— /2" Ox 3 /2 LONG HEADED STUDS (PP3) _1" CLR. v D , dv ' n . v' J v n a ° v; L4x4x3/g" x 0'-5" (1 CONN. 2'-0" A.F_F_) (1 CONN. C� MID HEIGHT) . (1 CONN. 1'-0" BELOW T/WALL) U_N.O. ON PANEL ELEVATION ° 0 TYP. 1 / 3" 4, a v INTERIOR EXTERIOR D 9 TYPICAL CORNER DETAIL —4.1J SCALE: NONE G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" VERTICAL PANEL,REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 1 '/2" PLACE ON A 3' 1/t6" TALL CHAIR_ TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS 3 " CLR_ 3/4" CLR" d . e Ili d #3 BARS ® 6" O.C. REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS � r7� EXTERIOR FACE CARRY HORIZ. BAR THROUGH JAMB REINFORCING_ 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 ('14 TYPICAL STRONG BAND KS-4.1 SCALE: NONE NOTE: 2X4 BEVELED KEY 24 GA_ GALVANIZED CONTINUOUS PRE -SHAPED KEY MAY BE SUBSTITUTED L0 LA 2 4 i1 o 0 0 F'_ #4 CONTINUOUS �15TYPICAL KEY JOINT AT SLAB LEAVE OUT KS-4.11 SCALE: 3/4" = 1'-0" # 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, PC. TENANT W oak WOR= Ena AMIMT 2251 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTION SHEET NUMBER tx,S m4m 1 ;ATLANTA= GEORGIA 30328 FINISHED PER CIVIL T/WALL = (+8'-0" MAX.) ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o.c VERT. NOSING — SEE ARCH's. DWGS. #4 BARS x 5'-0" LONG @ 1'-0" O.C... BEND @ MIDDLE INTO BOTH PLANES. — 1 SECTION AT WALL �K 9 -4.2 SCALE: 3/4" = 1'-0" GROUT FILLED 8" U—BLOCK BOND BEAM WITH 2—#5 BARS CONTINUOUS )ISCONTINUE REINF. AT LASHING WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE #5 BARS 4'-0" SECTION AT SCREEN WALL SCALE: 3/4" = 1'-0" TREADS — SEE ARCH's. DWGS. W_W.F. 6x6 — W4.0xW4.0 BEND DOWN TO FOLLOW CONTOUR OF STAIRS. 1 — # 3 BAR @ EA. NOSING — TYPICAL #4 BARS x 3'-8" LONG' @ 1'-0" O.C... BEND AS. < , SHOWN. �5 2 — #4 BARS CONTINUOUS SECTION AT STAIRS GALV L3x3x1/ " GALV. L3x3x'/4" CONT. 8" AROUND (3) SIDES OF PIT. 3'-0» w/ 14"0 H.S 4 W/ /2" 0 H.S. @ 24" O.C_ @ 24 O.C_ #4 BARS @ 2'-0" EXISTING CONCRETE SLAB GALV_ C8x11.5 CONT_ W/ O.C. TIES INTO ALTERNATING STRAP FLOOR SLAB. ANCHORS @ 12" O.C. ° 4 m J to a a. Lii a- .� #4 BARS @ 12" 0_C. ° oV) 0 2 (3) SIDES OF PIT a. 2 0 6 N 1 SLOPE SLAB �/2" 1 J to CD EXTERIOR SLAB PER 0 3#5's' @ 12" O.C. (3) #4 LONG. BARS AROUND CIVIL DRAWINGS. PERIMETER OF PIT w/ CORNER w af DOWELS INTO #4 BARS @ 12" O.C_ BARS. in 0 CONCRETE @ 24" O.C. #5s @ 112" O.C_ W/ 9" EMBEDMENT E_W. IN 8" SLAB °9" ° 1'-2" 7„ 0 z c° DOWELS SAME SIZE & SP. ..I � 2" CL. TYP. AS VERTICAL REINF. F. FLOOR ELEV_ r ° 0 DOCK SLAB PER ° d ° (4) — #4 BARS CONT. FOUNDATION PLAN a 3" CL. #4 BAR @ 12" O.C. TYP. 2'-6" ('2-'-'� SECTION THRU DOCK WALL KS-4.2 SCALE: 3/4" = 1'-0" FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV. (0'-0") #4 BARS x 4'-6" @ 2 LA r-rr kAAKII it NOTE: VERIFY ALL DIMENSIONS WITH EQUIPMENT VENDOR PRIOR TO CONSTRUCTION SECTION THRU DOCK WALL SCALE: 3/4" = 1'-0" (-rr MAKIM M MIA-rinKIC SECTION AT COMMON WALL -4 21 SCALE: 3/4" = 1'-0" 1'-6" DOWELS @ 12" O.C. W/ 9" EMBEDMENT SLAB )OWELS @ 12" O.C. EMBEDMENT TYP. FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV. _h (0.-0„) \r ,RS x 4'-6" @ 24" 0_C. FRF-1 p D � G H EA 6 O D E F ANCHOR 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 ® 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 2251 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPEKnES 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTION SHEET NUMBER SCALE: 3/4" = 1'-0" S:/2004— 120.30 CONT. L2x2x 1/4" METAL GRATING — WELD ANGLES TO SEE ARCH. EMBED_ ANGLES CONT. GALV. L2x2x1/4" W/ 3 — #4 BARS %" 0 HEADED STUDS CONTINUOUS @ 16" 0_C. d _� • ' d • Q,8 qn • a. d dO Clf ° °.A. a . CD 4 PROVIDE #4 "U"—BARS @ 16" O.C. TRENCH DRAIN DETAIL SCALE: 3/4 = 1 '-0" 71/ " GALV. L7x4x%"(LLV) x 6" v ' 5'-0" POUR STRIP LONG W/ 3/4" DIA. STAINLESS HILTI HAS—E a SEE PANEL ELEVATIONS ANCHOR RODS @ WALL & _J FOR TYPICAL REINFORCEMENT. FTG. ANCHOR TO w z WALL/FOOTING USING HILTI < d HIT HY 150 ANCHORING SYSTEM, MIN. ROD r- I-, x � 0 a PROVIDE 1/ " EXPANSION JOINT BETWEEN EMBEDMENT =6%". PLACE Y " FLOOR SLAB AND TILT —UP PANEL ANGLE 1'-6" FROM EACH a o _ EDGE OF PANEL. w d. 2'—l" MIN. N z a ° LAP SPLICE Q� � w gQ o pw J o o d a s ,,, o 0 V) l— cD E 00 ,. a ° I D - _ F— (Ifa to 0 #4 BARS x 4'-6" @ 24" O.C. z = #4's @ 24" O.C. BEND a x 1.'-2 EA. BAR 4'-10" INTO SLAB. a L1 12 ® 5s " to # O.C. #5s @ 12" O.C. o �. #5's @ 12" O.C. #4s @ 12" 0_C. p ° 2" CL. TYP. DOCK SLAB PER ° o FOUNDATION PLAN DOWELS SAME SIZE & SP. ° AS VERTICAL REINF. 1 a ° a 01 a 0 0 ° r o z 9" , 7„ 0 4 o 4 .4 o 7 d �. (4) — #4 BARS CONT. _I d d 3" CL. I #4 BAR 0 12" O.C. TYP. 2,-6" SECTION THRU DOCK WALL V" SEE PLAN FOR SLAB INFO. SEE ARCH FOR RAILING INFO. EMBED INTO CONCRETE 8" MIN. 3/4" CHAMFER 9 C. S AS SHOWN 2 _� RETAINING WALL SECTION —4.31 SCALE: NONE f f `t J lcY I L 4"� STOREFRONT SECTION —4-31 SCALE: NONE r6_' SECTION AT DOCK KS-4.3 SCALE: 3/4" = 1'-0" ASS DIMENSIONS SEE CIVIL FOR SLAB INFO_ _I Ii SEE ARCH FOR RAILING INFO, EMBED INTO 3/4" CHAMFER CONCRETE 8" MIN_ LEVEL BACKFILL C. S AS SHOWN 3 _� RETAINING WALL SECTION —4.31 SCALE: NONE 2'-0" OF (2) #5 CORNER T/PANEL BARS_ �---r- ---®1 2—#5's CONT. ALL SIDES TYP. PANEL THICKNESS 5 �/2" OR 7 '/4„ SEE ARCH FOR PANEL EXTENT #5 BARS VER @ 12" O.C_ 2" CL. TYP. #4 BARS I-JpRZ. �-- I -t V .F.E. = (0'-07; -I B/PANEL WIDTH VARIES — SEE ARCH ATTACHMENT OF ARCHITECTURAL PANEL ARCHITECTURAL PANEL TO PANEL ATTACHMENT NEEDS TO USE 5"x5"x'/," BENT PLATE 12" LONG W/ (2) '/20" HAS ANCHOR RODS PER LEG W/ 4'/2" EMBEDMENT UTILIZING HITL I HVA ADHESIVE ANCHORING SYSTEM. PANELS NEED TO BE ATTACHED 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 6" CLR FROM T/EDGE TO BOLT) WHEN PANEL HAS STRUCTURAL STEEL BACKUP ANCHOR PANEL TO STEEL W/ HVA ADHESIVE ANCHOR AND WELD OTHER LEG TO STRUCTURAL STEEL WITH 3" OF 3/16 WELD. ARCHITECTURAL PANELS ATTACHING TO BUILDING PANELS SHOULD BE DONE WITH AN EMBED PLATE IN THE TOP OF ARCHITECTURAL PANELS AND EMBED PLATE IN BUILDING PANEL AND WELD THE TWO EMBEDS TOGETHER WITH '/T" DIA WELDABLE ROD BETWEEN THEM. ARCHITECTURAL PANELS SCALE: 3/4" = 1'-0" rMILLIPS PA RT N E R S H I P Architecture • Interior Design • Planning P'iOfII 770.3941616 770.3941314 EURE J D EA: E R13 O D E F G H • ANCHOR CONSULTANT HAINES, ,filel& UIPSON & OCIATE 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 5ervice 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 Sao s� P'LV� r2 , 2251 W.P. BALL BOULEVARD PROJECT THE OMARKETPLACE AT SEMINOLE TOWNE CENTER 0 . I 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTION SHEET NUMBER F X 4Em SCALE: 3/4" = 1'-0" S:/2004-120.30 ROOF DECK PER FRAMING PLAN 3/4"x6"x6" STABILIZER PL — WELD TO COLUMN — DO NOT WELD TO JOIST GIRDER JOIST BEYOND BOLT JOIST TO JOIST GIRDER AT ('nl IIKAN IISINC; 1 SECTION KS-5.1 SCALE: NONE WELD L4x4xY4 STRUT TO TOP CHORD OF JOISTS L3x3x 1/4" STRUT L4x4x 1/4" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE I--T.S. BEAM 1 �1 JOIST GIRDER I WELD JOISTS TO JOIST GIRDER TYP. UNLESS NOTED JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/4" CAP PL W/ (2) — %" GUSSET PLATES AND (4) — 3/4" DIA. BOLTS_ DECK T/STEEL= DBE W—BEAM FOR JOIST COPE ENDS AS SHOWN BEYOND FOR CONNECTION TO NEW L6x6 LEG WELD NEW L6x6xY8 SUPPORT LEG (FOR NEW W—BEAM) TO EXISTG_ JOIST GIRDER BEAM TO GIRDER CONNECTION SCALE: 3/4" 4" 1/2"x4"x(TUBE WIDTH MINUS 1 ") SEAT ['- WITH % x4' x(TUBE HEIGHT MINUS 1 ") GUSSET SLOT TUBE AND WELD TUBE TO SEAT R T.S_ COLUMN SEE PLAN FOR SIZE 3— TUCE T.S. BEAM TYPICAL TUBE CONNECTION SCALE: NONE 71/4" TILT —UP PANEL 4—#10-16 SCREWS EACH STUD. TYP. T_ PARAPET ELEV. (SEE ARCH.) 6"x6"x6" LONG x 18 GA CLIP ANGLE W/ 2— 3/16" 0 HILTI KWIK—CON II FASTENERS (13A MIN EMBED) AT EACH STUD. 2 SECTION KS-5-1 SCALE: NONE D. BEARING ELEV. (SEE FRAMING PLAN) 0 EXTERIOR FACE OF TILT —UP WALL 20 GA IETAL STUDS @ 6" O.C. SEE ARCH OR SIZE AT VARIOUS .00ATIONS. 8", 20 GA METAL TRACK EACH END. 6 TYP. PARAPET CONNECTION -5.1 SCALE: 3/4" = 1'—O" 0 EXTERIOR FACE OF T. PARAPET ELEV. (SEE AKUH.) N I; I d E ADJACENT TENANT SE FOR ROOF FRAMING DETAILS. J. BEARING ELEV. (SEE FRAMING PLAN) 5"021/2"x 1 13/4" BLOCKOUT ON EACH SIDE OF PANEL JOINT FOR JOIST GIRDER BEARING. AT SIM. PROVIDE 5"x121/2x113/4" BLOCKOUT. 3/g"x5"x111/2" BEARING PLATE w/ 2) 1/2" Ox4" LONG HEADED STUDS (7" GAGE). AT SIM. PROVIDE %"x5"011/2" BEARING PLATE, GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS 16" MI WELD EAC SIDE OF J —UP CONCRETE L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT .� l u[ _ - 16 ... - (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. WALL DIAPHARM CHORD SPLICE _5.1J SCALE: 11/2" = 1'-0" 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 L3)<3x 1/4" CONT. WELD L TO JOIST, WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2"0x4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/KS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. w 1/4„ 2" MIN PER 51/4,> 1/ „ 2„ SJ I e ° 4 JOIST PER 8 FRAMING PLAN KS-5.1 a� G DO NOT WELVOTTOM CHORD OF G TO ANGLE. d a 4 MIN PEI St BEARIN G.C. SEVEF FOR ( !/" PANEL JOINT —r CONNECTION KS-5.1 SCALE: 1 1/2" — ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN �— L5x31/ "x3/,"xO'-9" LONG w/ (2� 1/2 0x4" EMBEDMENT 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" HEADED STUDS 9 REVISIONS # DATE DESCRIPTION This document is p Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the Prior written consent of Phillips Partnership, PC. TENANT wow "T man 2251 W.P. BALL BOULEVARD PROJECT THE KETP LACE AT SEMINOL.E 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 04/14/04 DRAWN BY/CHECKED BY DRAWING TITLE DAD/RWG FRAMING SECTIONS SHEET NUMBER W AV S MAL 5:/2004-120.30 EXTERIOR FACE OF 0 T. PARAPET ELEV. (SEE ARCH.) J. BEARING ELEV. ` 71/4" TILT —UP PANEL' 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 L3x3x1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" 4x4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/KS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. Y (SEE FRAMING PLAN) r\ 5"x121/2"x113/4" BLOCKOUT ° ON EACH SIDE OF PANEL 1 » JOINT FOR JOIST GIRDER a 51/4°° /4 2" MIN PER BEARING. 1/4" 2" SJI 3/ "x1 1 1/2" LONG BENT PLATE w/ 4 REINFORCEMENT ANOD NG (2)7'/2" W JOIST PER 5„ LONG HEADED STUDS (7" GAGE). 3 FRAMING PLAN 1 " N " DO NOT WELD BOTTOM CHORD OF GIRDER /Z (2) 1/2"0 HEADED STUDS TO ANGLE_ (2) #3 A706 BARS. L5x31/ " 3/1"x0'- 9" LONG GC NOTE: REFER TO ARCH w/ (2� /2 Ox4 EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS. OF ALL EXTERIOR REVEALS (S MIN PEI S, BEARIN( G.C. SEVER, FOR C 01W-3a2L9Z03M111 1 #3 A706 BARS , IPANEL JOINT 3 CONNECTION KS—�J.2 SCALE: 1 1 /2" = 1 ' —0" — ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN TYP. JOIST GIRDER BEARING AT PANEL JOINT SCALE: 3/4" = 1'-0" METAL DECK PER FRAMING PLAN. STD. BRIDGING PER 3JI SPECIFICATIONS 3Y JOIST MFG- PER ING PLAN. 5 ) SECTION AT DECK BEARING W/ PARAPET —5•2) SCALE: 3/4" = 1'-0" 0 EXTERIOR FACE OF T. PARAPET ELEV T (SEE ARCH.) 4 ° 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 L3x3x1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2"Ox4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/KS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. J. BEARING ELEV. (SEE FRAMING PLAN) a �1 5"x121/2"x1'-111/2" BLOCKOUT ° FOR JOIST GIRDER BEARING. 51/4„ ;/4'r 2 MIN PER /4 2" SJI 3/ "x24" LONG BENT PLATE w/ 4 REINFORCEMENT AND ()7 V "Ox4 JOIST PER 5„ LONG HEADED STUDS (7" GAGE)_ 4 FRAMING PLAN Q N L " DO NOT WELD BOTTOM CHORD OF GIRDER (4) 1/2"0 HEADED STUDS TO ANGLE. (4) #3 A706 BARS_ ` L5x31/ " 3/ XO'-9" LONG GC NOTE: REFER TO ARCH w/ (2� /2' ox4 EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS. OF ALL EXTERIOR REVEALS T. PARAPET ELE (SEE ARCH.) 4 v ° a a 3/16 3" a J_ BEARING ELEV. (SEE FRAMING PLAN) F1' 3/8"X6" CONT. WITH 1 /2" DIA. X 4" LONG HEADED STUDS AT 4. 12" O.C. N Q ° aQ a a GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS PAIN PEI S, BEARIN( G.C. SEVER, FnR r HEADED STUDS #3 A706 BARS 4 CONNECTION —5)2 SCALE: 1 1/2" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN 2 TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT —5.2 SCALE: 3/4" = 1'-0" L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS ® 32" O.C. SEE DETAIL 3/KS-5.1 FOR ANGLE TO ANGLE SPLICE DETAIL, MIN PER 1/$» 1 » SJI ROOF DECK PER FRAMING PLAN L5x31/2"x5/8"xO'-9" LONG LLV CONNECTION ANGLE. (G-C. NOTE: IN LIEU OF L SHOWN, A L4x4x1/4" 1 0' 6" LONG MAY BE USED w/ JOIST PER FRAMING PLAN- 6 1 SECTION AT JOIST BEARING W/ PARAPET —5.21 SCALE: 3/4" = 1 ' —0" REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership, PC and is considered an Instrument of Service and is so" 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 2251 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 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FRAMING SECTIONS SHEET NUMBER Aff AW Al tANTA, GEORGIA 30328 PROVIDE 20 GA. RUNNER @ END OF STUDS SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) # 10-16 SCREWS @ 16" O.C. 60OS162-33 METAL STUD' @ 16" O.C. 1/2" RATED SI SEE 3/KS-5. ATTACHMENT I PROVIDE 16 ( SHOOT RUNNE (2) 0.145" 0 1 @ 16" O.C. SCREW FLANG TO FLANGES W/ (2) # 10- ROOF SEE FOR T CANOPY SECTION ��. SCALE: 3/4" = 1'-0" ATTACH STUDS TO TRUSS W/ #10-16 TEK SCREWS PRE-ENGINEERED LIGHT GAUGE METAL TRUSSES @ 16" O.C. TS8x6x1/4" MAX. SEE ARCH FOR TRUSS PROFILE # 10-16 SCREWS @ 12" O.C. @ INNER SUPPORTS SHEAR WALL-' BOUNDARY 1/2" RATED SHEATHING @ OUTER WALLS SEE 3/KS-5.3 FOR ATTACHMENT PATTERN TS6x6x 1/4" STUB COLUMN BEYOND 50OS162-33 METAL STUDS @ 16" O.C. 80OS162-33 METAL STUDS @ 16" O.C. x x x xJ-Z x x x x x x x x x x 5"x5" 16 GA. CLIP ANGLE x x SHOOT CLIP TO TUBE W/ x x (2) 0.1450 HILT X-DNI PINS x x @ 16" O_C_ SCREW CLIP TO STUDS W/ (4) # 10-16 TEK SCREWS T/STEEL - TRUSS BEARING II (SEE PLAN) X 60OS162-33 METAL STUDS @ 16" O.C. PROVIDE 18 GA. RUNNER SHOOT" RUNNER TO R W/ (2) 0.145"0 HILTI X-DNI PINS @ 16" O_C_ SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) # 10-16 SCREWS T/STEEL - VARIES (SEE PLAN) 12"x. %" CONT_ RATE WELD PLATE TO BEAM WELD DECK TO RATE 2 � CANOPY RETURN OVER BUILDING -5. SCALE: 3/4" = 1'-0" #10-16 SCREWS @ 8" O.C_ @ ALL SUPPORTED EDGES X x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x X x x x x x x x x x x HORIZONT L STUDS x x x x x X x x x IF HEIGHT OF WALL REQUIRES x x x x x x x x x x x x X x x x x x x x x x X X x x x h x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 16" TYP. x x x x x %� x x x x xx x x x x x x Nx x x x x xx x x x x x x x x xxx x x x x x x x x x x x x x x x x x x x x xx x xx x x x X x X x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x X x x x x x x x x x x x x x x x X X x X X X X X x x x x x x x x x X X X x X X X X X X X X X x x X X X X X X X S SHEAR WALL ATTACHMENT TO METAL STUDS -5.3 SCALE: NONE rt- 770.3941616 1- 770.3941314 r--1 RE F G H A ANCHOR 0:EU REVISIONS® # DATE �J DESCRIPTION 1 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. 1 GIVHIV 1 2251 W.P. BALL BOULEVARD PROJECT - METAL STUD FRAMING THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 111111 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 04/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE CANOPY SECTIONS SHEET NUMBER Kb =5 3 S:/2004-120.30 500 0 w w 36'-OY2" w z ' o J w z � z w U� Q Z Q 12'-0" 15'-4" KP-31 KP-30 KP-29 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 4'-0" 13'- C C J C T/PANEL ELEV_ T/PANEL ELEV. (26'-5 /2") DECK BEARING G� DECK BEARING (24'-10 /2��) (21 '-10 4") DECK BEARING (SEE PETCO) F.F.E. ELEV. F.F.E. ELEV_ B/PANEL ELEV. B/PANEL ELEV_ >t T/FTG_ ELEV_ T/FTG_ ELEV. INTERIOR ELEVATION ALONG COLUMN LINE "A" SCALE:/g" = 1'-0" Z 57 G) (F 17'-5Y" 2 16'-10Y4» KP-9 (3) #5 BARS - EACH FACE W/ #3 TIES @ 6» O.C. PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 4' 4 0" 39' j-O" E' 0 W z J ,gLU ¢ 19' -6" KP-8 KP-7 EACH FACE W/ #3 TIES @ 6" O.C. PANEL REINFORCEMENT pER DETAIL 12.KS-4.1 53 1510 5 - 73/ 4 42' -5Y " I J 2 17' -93/4„ J w C w o- Z 15'-0" 7 o w J Z °a- 15'-0" o J d w 'Z 15'-0" a w J Z LJ a 15'-0" o J z °� 15'-0» z J Q of d Wz a 20'-33/4" KP-17 KP-16 KP-15 KP-14 KP-13 KP-12 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PANEL REINFORCEMENT PANEL REINFORCEMFNT PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 I 3'-41• PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PER DETAIL 12.KS-4.1 PER DETAIL 12.KS-4.1 PER DETAIL 12.KS-4.1 i � O I 0 NI 3� INTERIOR ELEVATION ALONG COLUMN LINE "F" -�•� SCALE: 1/8 T/PANEL ELEV. (26'-5 2/ ) DECK BEARING (24' -10 2/ ) ' F.F.E. ELEV. (0'-0") B/PANEL ELEV_ T/FTG. ELEV_ (- V-4") 5� INTERIOR ELEVATION ALONG COLUMN LINE "A" 35' -7Y2» Z Z w O l O J O CW.7 Lj Z oc z W ze 15'-21/ 12'-0" 11'-4» KP-28 KP-27 KP-26 PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PER DETAIL 12.KS-4.1 -6.1) SCALE: 1/g» = V-0" (3) #6 BARS EACH FACE W/ #3 TIES @ 6" O.C. GIRDER LEAVE -OUT - SEE SHEET S5.2 7/KS5.1 PANEL REINFORCEMENT PFR DETAIL 12.KS-4.1 2'-0" I I 4'-0", T/PANEL ELEV. (26'-5 2/ DECK BEARING (22'-21/2„) ? F.F_E_ ELEV. B/PANEL ELEV_ T/FTG. ELEV. (-1'-4") T/FTG. ELEV. > -0 " (-5 ) 173'-5Y2» 39'{ D- O L 19'-6» 01 a 19'-6" KP-6 KP-5 EACH FACE W/ #3 TIES @ 6" O.C. (6) #6 BARS - EACH-FACE-W// #3 TIES @ 6» 0_C. PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PER DETAIL 12.KS-4.1 nl LC 39'r-0» - z z z o 0 O w w J z J Z J Z_ W w Q D KP-4 KP-3 C 35'-0" PETCO (3) # B� RS EACH--F C� (3) #6 BARS #3 TIES @ �.C. EACH FACE W/ 1 - 3 TIES @ 6' _C__ �- GIRDER LEAVE -OUT SEE SHE S5.2 7/ S5.1 PANEL REINFORCE LENT PANEL REINFORCEMENT PER DETAIL 12.K -4.1 PER DETAIL 12.KS-4.1 (4) #6 BARS EACH FACE W/ # TIES @ 6" 0_C. INTERIOR ELEVATION ALONG COLUMN LINE "1500" SCALE: 1/8" = 1'-0" � T/PANE ELEV. (26 -5 2 ) DECK BEARING (22'-2�/2") EACH #3 TIES @ DECK BEARING (21 '-103/4") 2) #6 BARS AC FACE W/ 3 TIES @ 6" O.C. 39'r-0» F- z O bi Ci Q 19'-6" KP-2 39,-0" (3) #6 BARS EACH FACE W/ -#3­TIES-@-6' G=C. PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 T/PANEL ELEV. DECK BEARING (21 '-103/4") F.F.E. ELEV. N F.F.E. ELfl EV. (01 B/PANEL ELEV. B/PANEL ELEV. (-1'-3") 77 T/FTG_ ELEV. T/FTC_ ELEV. T/FTG_ ELEV. T/FTC. ELEV. INTERIOR ELEVATION ALONG COLUMN LINE "G„ & "1510" 0 w p n w 18'-1 C%- 7Y4" KP-1 T/PANEL ELEEV. (26'-5 /2) ' DECK BEARING (24'-10 2») DECK BEARING (SEE PETCO) PANEL REINFORCENIENI PER DETAIL 12.K 4.1 SCALE: n n n O a I 156'r 1Y2» , 39' 0" 39' 0" 39,70" 39'T 1Y2„ Z c� Z O� w z O -' Z w Z p w z 'w Z O w J z� z 00 LiJ z�CJ z 0 Z LJJ a o iJ w z_ » 19'-7}2 J w Z a -_� 18'-103/4, , ¢ a 1g-67Y4 " 19'-" 19'-6" KP-20 KP-19 KP-18 KP-25 KP-24 KP-23 KP-22 KP-21 (3) #6 BARS (3) #6 BARS EACH FACE W/ (3) #6 BARS (3) #6 BARS EACH FACE W/ (3) #6 BARS EACH FACE W/ EACH FACE W/ #3 TIES @ 6" O.C. EACH FACE W/ #3 TIES @ 6" O.C. #3 TIES @ 6" O.C. EACH FACE W/ #3 TIES @ 6" O.C. #3 TIES @ 6 O.C. #3 TIES @ 6" O.C. PANEL REINFORCEMENT PANEL PANEL REINFORCEMENT PANEL REINFORCEMENT PANEL REINFORCE MENT PER DETAIL 12.K5-4.1 PANEL REINFORCEMENT PER DETAIL 12.K5-4.1 PANEL REINFORCEMENT PER DETAIL 12.KS-4.1 PANEL REINFORCEMENT PER DETAIL 12.K5-4.1 PER DETAIL 12.K5 4.1 DETAIFO 2 �SENTI C PER DETAIL 12.KS-4.1 PER DETAIL 12.K5 - . r 4' 0" 4' 0 4 0" F_F.E. ELEV_ (0' B/PANEL ELEV_ (- V-3») T/FTG. ELEV_ T/PANEL ELLEEVV. y DECK BEARING (22'-21/2") F.F.E_ ELEV. B/PANEL ELEV. h (-1'-Y) T/FTG. ELEV. (T\ INTERIOR ELEVATION ALONG COLUMN LINE "1800" 1K.S-6.1 SCALE: P H I L L P A R T N E R S H I P Architecture • Interior Design •Planning REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership,, 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 WORM MMANJU 2251 W.P. BALL BOULEVARD PROJECT THE s ETPLACE AT SEM(N®LE T®1IVNE CENTER SAN! ORU, FLUKIUA CLIENT N151 AMEP111CAN PROPERTIES NOI TH AMERICAN PROPERTIES -ATLANTA .1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TE L (770) 645�566 FAX (770) 643-9540 PHILLIPS JOANUMBER 0208616 ISSUE DATE 3 04/ 14/04 DRAWN BY/CHECKEQ BY DAD/RWG DRAWING TITLE J110 TILT -UP NEL r ::r,.ELEVAT10NS SHEET NUMBER ELM �1! S:/2004-120.30 , I ` \� �ƒ � \ 2251 W P Blvd world Market 4® permit Number: