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HomeMy WebLinkAbout1901 WP Ball Blvd 05-193 New build out Dress Barn�L Z)AO COPE OF WO FURNISHED INSTALLED ANY WORK DENOTED AS "BY LANDLORD" SHALL BE W FILED UNDER SEPARATE PERMIT BY LANDLORD AND a SHALL BE COMPLETED (WITH REQUIRED INSPECTIONS) 9 E PRIOR TO DRESS BARN'S CONTRACTOR COMMENCING b WORK. H z �� � a a o NA LLC DB DBC LLC • : • GENERAL REQUIREMENTS DEMOLITION x PERMITS, FEES, INSURANCE x TRASH REMOVAL x CERTIFICATE OF OCCUPANCY x PROFESSIONAL CLEANING x STOREFRONT : • : = STOREFRONT BARRICADE x STOREFRONT GLASS GLAZING & FRAME x x STOREFRONT GRILLE x STOREFRONT FASCIA X X CONCRETE / STEEL N A LLC DB DBC LLC • CONCRETE SLAB x x CONCRETE SEALER x x MISC. STEEL x MECHANICAL SPRINKLER SYSTEM x x SPRINKLER MODIFICATIONS x x FIRE DAMPERS x x SMOKE DUCT DETECTORS x x FIRE EXTINGUISHER & TAGS/SIGNS x X GAS SERVICE TO PREMISES x x GAS METER x x HVAC UNITS: SIZED AT 1 TON/300 S.F. x x ELECTRIC DUCT HEATER x x HVAC DUCTWORK x x DIFFUSERS x x HVAC PADS / CURBS x x HVAC CIRCUITS x x THERMOSTATS AND CONTROL WIRE x x THERMOSTAT RELOCATION x x AIR BALANCE REPORT x x PLUMBING / TOILET ROOM FM 4 1 U01IIIIIIIIIIIII 1 : 11 : 4 1 L01IIIIIIIIIIIII 0 : 111: WATER SERVICE TO PREMISES x x UNDER SLAB ROUGH -IN x x TOILET ROOM F!XTURES x x _ TOILET ROOM ACCESSORIES x x WATER FOUNTAIN x x SERVICE SINK x x ELECTRIC HOT WATER HEATER x x WATER METER x x COLD & HOT WATER SUPPLY LINES x x TOILET ROOM FAN & LIGHT x x TOILET ROOM PARTITIONS x x TOILET ROOM CEILING x x TOILET ROOM V.C.T. TILE & BASE x x CALL FOR AID BELL x CARPENTRY DEMISING WALL x x STOCK ROOM WALL WITH OPENING x x INTERIOR PARTITIONS x x x x WALL STANDARDS x x STOCK ROOM SHELVING x x MILLWORK (FIT R00M/CASHWRAP/SALES AREA) x x DOORS NA LLC D: D5C LLC D: D: STOREFRONT ENTRANCE DOORS x x REAR DOOR WITH HARDWARE x x STOCK ROOM DOOR WITH HARDWARE x x FITTING ROOM DOORS, FRAME & HARDWARE x x TOILET ROOM DOORS WITH HARDWARE X x FINISHES NA LLC DB DBC LLC CIS DBC,3 4 PAINTING x x CARPET x x VINYL WOOD FLOORING x x ENTRANCE MAT x x V.C.T. FLOOR TILE AND BASE (STOCK ROOM) x x VINYL BASE (SALES & FITTING ROOM AREA) x x MIRRORS x x ACOUSTICAL CEILING x x NA LLC DB DBC LLC x x CIS DRO ELECTRICAL ELECTRICAL SERVICE TO PREMISES ELECTRICAL METER x x x ELECTRICAL DISTRIBUTION PANELS x x LIGHTSTAT AUTO LIGHTING CONTROL SYSTEM x 3 A DISCONNECTS x x 2 X 4 LAY -IN FLUORESCENT FIXTURES x x F32/T8/SP30RS LAMP x x x 2 X 2 LAY -IN FLUORESCENT FIXTURES x F17/T8/SP30RS LAMP x x NIGHT LIGHT FIXTURES x x STRIP FLUORESCENT FIXTURES x x > EXIT SIGNS PER CODE x x A ADDITIONAL EXIT SIGNS x x x EMERGENCY BATTERY FIXTURES PER CODE x ADDITIONAL EMERGENCY BATTERY FIXTURES x x TRACK LIGHTING x x 60W G.E. CAPSYLITE HALOGEN LAMPS x x DEDICATED OUTLETS x x WALL OUTLETS x x x x LIGHT SENSORS x x TIMER FOR E-1 & B-1 FIXTURES CIRCUITS x x SPEAKERS, TRANSFORMERS & WIRING x X CONTACTORS x x LIGHT SWITCHES x x DOOR BELL & BUZZER x x SIGNAGE Fi : EXTERIOR SIGNS x x EXTERIOR SIGN CIRCUITS x x EXTERIOR SIGN TIMER x x INTERIOR GRAPHIC PACKAGE x x STOREFRONT DECAL PACKAGE x x ATCH, REPAIR & PAINT FASCIA x FI CONIN_EZ PN TO SIGNS ,. /� J..,A ��// �/ X r / THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA A DEVELOPMENT FOR NORTH AMERICAN PROPERTIES 1080 HOLCOMB BRIDGE ROAD 1 BUILDING 200, SUITE 150 ROSWELL, GA 30075 770-645-6566 TEAM MEMBERS OWNEP.- 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 AI?CHIT:=CT: PHILLIPS PARTNERSHIP ROB FRENCH 9000 CENTRAL PARK WEST DWIGHT BAILEY SUITE 400 TEL: (770) 394-1616 ATLANTA, GA 30328 FAX: (770) 394-1314 CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN 3660 MAGUIRE BLVD. SUITE 200 TEL: (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD SUITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 ELECTRICAL: JORDAN & SKALA TONY OWEN 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ATLANTA, GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD BUILDING 400 TEL: (770) 522-9270 ATLANTA, GA 30350 FAX: (770) 522-9273 BUILDING CITY OF SANFORD DAN FLORIAN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: FIRE CITY OF SANFORD TIM ROBLES DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 302-2520 FAX: (407) 302-2526 SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX TENANT CONTACTS 0„ ARCHITECT: JEFF TAYLOR TEL: (914) 289-0011 AVP OF PLANNING & DESIGN: JEFF ROSS TEL: (845) 369-4740 DIRECTOR OF CONSTRUCTION: MICHAEL HANRAHAN TEL: (845) 369-4726 DIRECTOR OF STORE PLANNING: JACK CAPPELLO TEL: (845) 3694725 PROJECT MANAGER: EDWARD MIRKO TEL: (845) 369-4721 PROJECT INFORMATION LOCATION: PROJECT ADDRESS: SITE ZONING: BUILDING SET BACKS: WIND SPEED: SIESMIC ZONE APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) LIFE SAFETY CODE (NFPA 101) NATIONAL ELECTRIC CODE (NEC) FBC GAS VOLUME (IGV) FBC MECHANICAL VOLUME (IMV) FBC PLUMBING VOLUME (IPV) OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: ALLOWABLE HEIGHT: ACTUAL HEIGHT: ALLOWABLE AREA: OCCUPANT SEPARATION: TENANT SEPARATION: EXITS REQUIRED: EXITS PROVIDED: TRAVEL DISTANCE: CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 1901 W.P. BALL BOULEVARD SANFORD, FLORIDA 32771 PD FRONT: 25'-0" REAR: 20'-0" SIDE- 10'-0" 110 MPH REFER TO STRUCTURAL DRAWINGS 2001 EDITION 2000 EDITION 2002 EDITION 2000 EDITION 2000 EDITION 2000 EDITION MERCANTILE TYPE IV UNPROTECTED SPRINKLERED 2 STORIES - 55' ONE STORY - VARIES (35'-0" MAX.) UNLIMITED (FBC 503.4.1) N/A * N/A * N/A * N/A * SPRINKLERED: 13 200'-0" g MAX- X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. VICINITY MAP l.aldez Saint johns River Estates JOB,Si.TEort, nluISl, Astor Farms Booker Tow Se In i flo k! - a t;ar k- Highvray t7 0;� o� Monroe per' lc 15 - _..{ •.., � ° 1^/Se►tnnole glvq Alderene Park " S Int Josephs ' ,E 1st St f C. wilso�,to.rher s ` 1Alab ISnriford r4Ifr arkham' - _ - Paola -I. w� ±r': Me orla J Rav� nib. o� P rk Paoia'Rd z' W 25th'St 'Santarld Saw er, l ke etaty ayf�a P Cemeter ?�� Y , Co�.ntry Club G I 3 1 < . Pi e[restm rt Dawson Lake rreenbr"ar" ' P dl'k Lake Mariettat • w, } Lake A 02004 Mianouest.00m. Inc.. 02004 NAVTEQ NORTH SYMBOLS FACE OF STRUCTURE 5 CENTERLINE OF COLUMN 24 NOTE TAG REFERENCING GENERAL NOTES ON PLANS DOOR NUMBER, (D SEE DOOR SCHEDULE 3 ELEVATION MARK A-4.1 4 A-6.2 ---� ENLARGED PLAN I DETAIL MARK 1 SECTION MARK A-5.4 .SIM' - SIMILAR 'OH'- OPPOSITE HAND GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY LOCATION AND ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF APPLICABLE) AND ARCHITECT. 2. THE GENERAL CONTRACTOR SHALL OBTAIN PERMITS, APPROVALS, INSPECTIONS, CERTIFICATE FOR COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS REQUIRED, 3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT PERSONNEL. 4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER, LIGHT, AND TELEPHONE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. GENERAL CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE COMPLETION OF WORK OR AS REQUIRED. 5, GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS INCLUDING ALL REVISIONS AND ADDENDA. 6. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK IN A NEAT AND PROFESSIONAL MANNER. EGRESS CALCULATIONS USE AREA (S.F.) SQ. FT. PER OCCUPANT PERSON LOAD SALES 7,199 30 240 OFFICE --- --- - - - STOCK ROOM 831 300 3 TOTAL OCCUPANCY 1 8,030 330 243 UNITS OF EGRESS REQUIRED (0.20ex243) 49 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 72 INCHES MEANS OF EGRESS AT SIDE (PROVIDED) 34 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 106 INCHES o5-\S3 0 AA-11�T my -a . , , ��, PLARS P ""11t WFD DRAWING INDEX ARCHITECTURAL GA-0.1 COVER SHEET GA-1.1 FLOOR PLAN GA-1-2 INTERIOR FLOOR PLAN z8 A GA-1 .3 FIXTURE FLOOR PLAN G -3.1 SI L CANOPY PLAN & RCP PLAN GA-3.2 REFLECTED CEILING PLAN e A EXTERIOR VA GA-5.1 WALL SECTIONS GA-5-3 INTERIOR WALL SECTIONS & DETAILS e A GA-7.1 SCHEDULES & DETAILS STRUCTURAL GS-1.0 GENERAL NOTES FOOTING SCHEDULE RTU DETAILS GS-2.1 FOUNDATION PLAN GS-3.1 ROOF FRAMING PLAN GSA.1 FOUNDATION SECTIONS GS-4.2 FOUNDATION SECTIONS GS-5.1 FRAMING SECTIONS GS-5.2 FRAMING SECTIONS GS-5.3 CANOPY SECTIONS GS-5.4 CANOPY SECTIONS GS-6.1 PANEL ELEVATION MECH NICA �NOTESAND�EQ6u6�lP��M4E�NTS GM-0.1 H.V.A.(: E DA GM-0.2 H.V.A.C. DETAILS GM-1.1 TENANT FITUP FLOOR PLAN H.V.A.C. PLUMBING GP-0.1 LEGENDS, NOTES ND SCHEDULES GP-1.1 TENANT FITUP FLOOR PLAN PLUMBING GP-1.2 ENLARGED PLAN & ISOMETRICS GE-1.0 PANEL SCHEDULES LEGEN NE -LINE - L FLOOR PLAN ELECTRICAL G -2. T N NT FIT OUT I T G GE-2.2 TENANT FIT OUT POWER A A REVISION # 3 SUMMARY A. REVISED DWGS INDEX (ADDED SHEETS) REVISION # 13 SUMMARY A. UPDATED TEAM MEMBERS B. UPDATED AREA / EGRESS CALCULATIONS REVISION # 28 SUMMARY A. ADDED OR REVISED SHEETS B. CLARIFIED TENANT CONTACTS C. ADDED RESPONSABILITY CHART D. CLARIFIED DATA OCT a 2004 PHILLIPS _mm__m -ft P A R T N E R S H I P Architecture - Interior Design - Planning p' - 770,394.1616 F- 770.394.1314 RF RE K i E F G HR AANCHOR ETU CONSULTANT SEAL REVISIONS # DATE Q3 05/ 28/ 04 o7/ 26/ 04 ® 09/17/04 DESCRIPTION ARCH/ STRUC. COORD. MISC. WE ITEMS DRESS BARN INT. UPPIT This document is ® Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project os indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership• PC, TENANT 7ADRESSBARN 1901 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 PAV/DEB DRAWING TITLE COVER SHEET SHEET NUMBER GA=Oml 6 ti 4 7/8" 5/8" G.W.B. METAL TRACK SHIM AS REQUIRED HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR FRAME 3 5/8" WOOD STUDS 3 5/8" METAL STUDS TYPICAL METAL DOOR HEADER/JAMB SCALE: N.T.S. NOTES G.0 HAS 5 DAYS TO COMPLETE TENANTS PUNCH LIST OR TENANT SHALL HAVE THE RIGHT TO COMPLETE THE WORK AT LANDLORD'S EXPENSE. PLUMBING G.0 SHALL PROVIDE: ONE COMPLETELY ENCLOSED TOILET ROOM, OR AS MANY AS REQUIRED BY CODE, INCLUDING TOILETS, WASH BASIN, COLD AND HOT WATER (MINIMUM 6 GAL. ELECTRIC), COMBINATION FANLIGHT FIXTURE WITH WALL SWITCH, V.C.T., SLOP SINK AND WATER FOUNTAIN AS REQUIRED BY CODE LOCATED IN ACCORDANCE WITH TENANT'S PLANS AND SPECIFICATIONS. ALL MUST MEET LOCAL OR FEDERAL MINIMUM HANDICAPPED REQUIREMENTS, WHICHEVER IS GREATER. G.0 SHALL OBTAIN FULL AND COMPLETE WARRANTIES (WHICH WILL REMAIN IN EFFECT 1 YEAR) FOR ALL HVAC, ELECTRICAL AND PLUMBING EQUIPMENT FROM THE CONTRACTOR PROVIDING SAID SERVICES AND FORWARD TO TENANT FOR ITS RECORDS. G.0 TO PROVIDE FULL AND FINAL UTILITIES HOOK UP, SEPARATELY METERED TO TENANT SPACE READY FOR REASSIGNMENT TO TENANT ACCOUNT PRIOR TO POSSESSION. FIRE EXTINGUISHER 10-LB, MULTIPURPOSE ODRY -CHEMICAL (CLASS A, B, C) TO BE MOUNTED T-0" ABOVE FINISHED FLOOR WHERE SHOWN OR DIRECTED BY LOCAL FIRE MARSHALL LANDLORD TO PROVIDE H.V.A.C. AS FOLLOWS : 100% NEW H.V.A.C. UNITS FOR "100 % OF LEASED SPACE WITH CONTROLS, NIGHT SET BACK THERMOSTATS (LIGHTSTAT MODEL #TME-AVU), AND ECONOMIZERS. DUCTING MUST BE INSULATED AND UNIT(S) MUST HAVE A DIRECT DUCT RETURN SYSTEM. 100 % OF PREMISES TO BE DUCTED TO ACCOMMODATE TENANT'S ARCHITECTURAL LAYOUT. MINIMUM REQUIREMENTS OF 1 TON OF AIR CONDITIONING FOR EVERY 300 SQUARE FEET AND A MINIMUM TEMPERATURE OF 70 DEGREES TO BE MAIN rAINED THROUGHOU r 'rHE ENTIRE PREMISES DURING THE HEATING SEASON WHEN THERE IS 0 DEGREES F OUTSIDE WITH 15 MPH WIND. NO ONE DIFFUSER TO BE SUPPLYING MORE THAN 500 CFM. LANDLORD WILL PROVIDE DUCT HEATERS WITH INDIVIDUAL T STAT FOR STOCK ROOM AND REAR AREA FITTING ROOMS. LANDLORD WILL PROVIDE BALANCING REPORT TO DRESS BARN AT TIME OF POSSESSION. vARES 1 G.C. SHALL PROVIDE AND INSTALL HILT[ TOGGLER WITH MACHINE SCREWS FOR HANGING FRAME. SMALL FRAME ON aZ FITTIG ROOM WALL CE: N.T,, EXTERIOR REAR DOOR TO BE R DARK GRAY OR BUILDING STANI COLOR BY LANDLORD. INTERIO REAR DOOR TO BE PAINTED SEI DARK GRAY BY TENANT G.C. LANDLORD TO FURNISH AND IN: LOCK. REAR DOOR ALSO TO HAVE A PI 5'-0" A.F.F. WEATHER STRIPPIN( SWEEP TO BE INSTALLED AS RE LANDLORD. PROVIDE DRINKING FOUNTAIN BASE BUILDING EXTERIOR WALI TO BE BUILT OUT WITH 518" TYP "X" GYPSUM BOARD ON 3-513" METAL STUDS WITH AMINIMUM Rt 1 INSULATION. 4'-2" FINISHED DRYWALL OPENING CLEAR TO ACOUSTICAL CEILING ABOVE PLAN VIEW @ REAR FITTING ROOM ENTRANCE 5ASCALE: N.T.S. - ir,r.. v 1.11 . ..ter. 1-- r nr=AA1Q1K1r] %A/AI 1 C` rn QC 1 INTERIOR FLOOR PLAN GA 1.2 SCALE: V8'=1'-0' NOTES 1. ALL SUBTRADES SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS, OR WHICH EXISTING CONDITIONS OCCURRING ABOVE OR BELOW THE PREMISES AND SHALL MAKE CHANGES FROM TIME TO TIME AS REQUIRED TO ACCOMMODATE SUCH WORK OR CONDITIONS. ALL CHANGES THAT SHALL EFFECT THE FINAL APPEARANCE OF THE PROJECT SHALL BE APPROVED IN ADVANCE BY DRESS BARN. 2. CUTTING AND PATCHING OF ROOF DECK FOR ALL OPENINGS SHALL BE PERFORMED BY AT SUBCONTRACTOR'S EXPENSE. LANDLORD'S ROOFER 3. BUILDING DOORS ARE NOT TO BE PROPPED OPEN BY CONSTRUCTION MEN AT ANY TIME. 4. ALL SUBTRADES SHALL VERIFY REMOVAL OF DEBRIS AND GARBAGE GENERATED BY THEIR WORK TO RECEPTACLE PROVIDED BY THE G.C. LOCATION TO BE DESIGNATED BY LANDLORD. 5. ALL SUBTRADES SHALL REMOVE EXCESS MATERIALS AFTER WORK IS COMPLETED AND FLOOR TO BE BROOM CLEANED. 6. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND OF FIRST CLASS QUALITY UNLESS OTHERWISE INDICATED. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE OF THE OPENING OF THE STORE. 7. MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITH SEALS AND LABELS INTACT AND LEGIBLE. SHOULD A CONFLICT OR DISCREPANCY EXIST BETWEEN MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS AND THOSE ON THE DRAWINGS, THE TENANT G.C. SHALL CONTACT DRESS BARN PRIOR TO FURTHER WORK IN THE AREA OF QUESTION. 8• THE TERMS EQUAL OR APPROVED EQUAL SHALL REQUIRE REQUESTS FOR SUBSTITUTIONS FOR PRODUCTS OR MANUFACTURERS NOT SPECIFIED. APPROVED SUBSTITUTIONS SHALL BE LISTED IN AN ADDENDUM TO THE CONTRACT. 9• NO PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWING, PRODUCT DATA OR SAMPLES SHALL BE COMMENCED UNTIL THE SUBMITTAL HAS BEEN APPROVED. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. 10. EXISTING CONCRETE FLOOR TO BE PATCHED AND REPAIRED AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. FLOOR SLOPED AS REQUIRED, A MINIMUM OF 24" FOR AN EVEN AND FLUSH TRANSITION BETWEEN VARYING NEW AND/OR EXISTING FLOOR FINISHES. 11. ALL DIMENSIONAL LUMBER, PLYWOOD, PARTICLE BOARD, ETC. USED IN CONSTRUCTION SHALL BE PRESSURE TREATED, U.L. CERTIFIED, NON-COMBUSTIBLE. ALL LUMBER IN CONTACT WITH 12. CONCRETE, MASONRY OR EARTH SHALL BE TREATED WITH PRESERVATIVE. 13. CARPENTRY CONTRACTOR TO PROVIDE WOOD BLOCKING, FURRING, SUPPORTS, ANCHORS, ETC. AS REQUIRED FOR FIXTURES, STANDARDS, ELECTRICAL, PLUMBING, ETC. AND PROVIDE CUTTING AND PATCHING REQUIRED FOR WORK OF OTHER AREAS. 14. WORK IN PLACE THAT IS SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED IN SUCH A MANNER SUCH THAT UPON COMPLETION THE ENTIRE WORK WILL BE DELIVERED IN PROPER UNBLEMISHED CONDITION. 15. FINISHED CARPENTRY WORK SHALL BE ERECTED PLUMB AND SQUARE COPED AT INSIDE CORNERS, MITERED AT OUTSIDE CORNERS IN ACCORDANCE WITH THE DRAWINGS. ALL SURFACES TO BE SANDED SMOOTH AND EVEN. DRILL ALL HARDWOOD NAIL HOLES TO PREVENT SPLITTING. BLIND NAIL WHERE POSSIBLE AND ALL SURFACE NAILS TO SET. FLAT TRIM TO BE BACKED OUT TO PREVENT WARPING. NAIL HOLES, CRACKS AND OTHER DEFECTS TO BE TREATED TO RENDER THEM UNNOTICEABLE. 16. ALL DOORS AND DOOR HARDWARE PROVIDED AND INSTALLED BY THE CARPENTRY CONTRACTOR. SEE DOOR SCHEDULE FOR EXCEPTIONS. COMMERCIAL GRADE FINISH HARDWARE, LABELED WHERE REQUIRED, SHALL BE USED THROUGHOUT. 17. SOLID CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION INDUSTRY STANDARD. DOOR HARDWARE SHALL BE RUSSWIN, SCHLAGE, YALE OR CORBIN. FINISH TO BE US260 OR U832D. ROLL -UP GRILLE (WHEN REQUIRED) TO BE FURNISHED AND INSTALLED BY THE GRILLE CONTRACTOR. 18. METAL STUD SYSTEM TO BE CONSTRUCTED AS FOLLOWS: FOR PARTITIONS UP TO AND INCLUDING 15'-6" IN HEIGHT, 3 5l8" 25 GAUGE STUDS AT 16" ON CENTER. FOR PARTITIONS ABOVE 15'-6" IN HEIGHT 6" 20 GAUGE STUDS AT 16" O.C. ALL PARTITIONS ADJACENT TO OTHER LEASE OR COMMON AREAS TO HAVE 5/8" FIRE CODE GYPSUM BOARD ON ONE SIDE, FIRE TAPED AND SPACKLED ALL JOINTS. 19. GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL CORNER BEADS, TRIM ACCESSORIES AND MOLDINGS, ETC. AS REQUIRED FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. REPAIR AND PATCH EXISTING WALLS AS REQUIRED TO ACCEPT NEW FINISHES. 20. SPRINKLERS: WORK AND APPARATUS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH LATEST NATIONAL FIRE PROTECTION ASSOCIATION STANDARD NO. 13. IN FINISHED ROOMS, ALL SPRINKLER SYSTEM PIPING SHALL BE CONCEALED. PROTECTION AREA PER SPRINKLER SHALL NOT EXCEED ONE HUNDRED -THIRTY (130) SQUARE FEET IN SALES ROOM AND ONE -HUNDRED (100) SQUARE FEET IN SERVICE ROOM. SPRINKLER HEADS SHALL BE UL AND RM APPROVED. HIGH SENSITIVITY GLOW BULB TYPE, CHROME PLATED, AND NOTED 165 DEGREES TEMPERATURE RATING. SPRINKLER HEADS LOCATED IN SHOW WINDOW SHALL BE RECESSED TYPE. ALL OTHER SPRINKLER HEADS LOCATED IN SALES ROOM SHALL BE SEMI -RECESSED TYPE. UPON COMPLETION OF INSTALLATION, THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT A WRITTEN CERTIFICATE TO THE OWNER FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 21. WATERPROOF FLOORS (EMPLOYEE TOILET ROOM) WHEN REQUIRED: ALTERNATE #1- 3-1/2" OF SMOOTH FINISH CONCRETE. ALTERNATE #-2" OF MAGNESITE OR OTHER ACCEPTABLE SUBSTITUTE LAID OVER HEAVY WIRE SCREENING. SCREEN AND FLOOR COVERING TO BE CARRIED UP WALL 6". ALTERNATE #3 - ALIQUID VINYL - ACRYLIC COPOLYMER WATERPROOFING AGENT. 2Z THE G.0 SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR (WHEN REQUIRED) FOR A COMPLETE PLUMBING SYSTEM. WORK TO INCLUDE THE FOLLOWING: SANITARY DRAINAGE SYSTEM; COLD WATERING SYSTEM, INCLUDING WATER METER; HOT WATER SYSTEM INCLUDING WATER HEATER, PIPE COVERING; PLUMBING FIXTURES, FLOOR DRAINS, UTILITY SINK, PAPER TOWEL DISPENSER, MIRROR, SOAP DISPENSER, GRAB BARS FOR PHYSICALLY HANDICAPPED, CLEANING AND PROTECTION, PERMITS AND INSPECTION, IDENTIFICATION TAGS, TESTS, GUARANTEES AND WARRANTIES. 23. TOILET ROOMS SHALL CONFORM TO ALL ACCESSIBILITY REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A) WATER CLOSET SEAT HEIGHT -17" TO 19" A.F.F. B) CENTER LINE OF WATER CLOSET - 18" FROM SIDE WALL C) GRAB BAR BEHIND WATER CLOSET - 36" LENGTH, 33-36" A.F.F. D) GRAB BAR DIAMETER- 1-1/4" TO 1-1/2" E) SPACE BETWEEN WALL AND GRAB BAR - 1-1/2" F) TOILET PAPER DISPENSER - 36" MAX. FROM REAR WALL, 19" MIN. A.F.F. G) KNEE CLEARANCE AT LAVATORY - APRON 29" MIN. HT., 8" MIN. DEPTH H) LAVATORY DEPTH -17" MIN. 1) LAVATORY HOT WATER & DRAIN PIPES INSULATED WHERE EXPOSED. J) LAVATORY RIM SURFACE - 34" MAX. A.F.F. K) MIRROR BOTTOM EDGE - 40" MAX. A.F.F. L) INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE MOUNTED ON THE EXTERIOR OF TOILET ROOM DOOR 24. JUNCTION BOXES FOR EXTERIOR SIGNS SHALL BE MOUNTED ON INSIDE FACE OF BULKHEAD ABOVE CEILING / OR AT INSIDE FACE OF CANOPY W/ACCESS PANEL PROVIDED. DISTANCE FROM JUNCTION BOX TO EACH SIGN NOT TO EXCEED 10'-0". (REFER TO SIGN DRAWINGS FOR ACTUAL SIGN LOCATIONS). REVISION #28 SUMMARY Architecture - Interior Design • Planning Phane 770.394.1616 FAA 770.394.1314 RF p K I ° E F G H R- ATE [gF C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT. UPFIT This document is 0 Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with mpect 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 1901 W.P. BALL BOULEVARD PROJECT AT SEMINOLE TOWVNE 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 09/17/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE INTERIOR FLOOR PLAN A. ADDED SHEET SUEfSs-P` rg0M9ER GA=1 m2 CABINET FEATURE WALL (1) 71"X13" PLA SHELF (3) 47"X13" PLA SHELF (1) 55"X51" LARGE FRAME (1) =8w LOGO CHOP 3 BUMP OUT FEATURE WALL (1) 71-X13" PLA SHELF (3) 47"x13" PLA SHELF (1) SS'X51" LARGE FRAME (1) 8"X8" LOGO CHOP FIXTURE ACCESSORY FIXTURES TOTAL AMOUNT F10 Imo— G F11 JEWELRY FIXTURE I F12 J GIFT TALE I F13 EDWATGH TA(3LE 0 FF14 JEWELRY TAP LE 0 F15 NTALL ETAGERE 2 F16 SOCK SPINNER 2 F17 —��-- - SINGLY ROD RAGK 2 F21 HOSIERY I .SALES WOODEN FIXTURES TOTAL AMOUNT P1 WARDROUP) E 8 -�- P2 MERGHANDISE PANEL 6 I IIP4 WOOD STRAIGi-IT 4 NESTED TABLE SET (TALL TABLE, SMALL TABLE & RISER) a P3 0 ROUNDER TOP 20 SALES CHROME FIXTURES TOTAL AMOUNT v FOUR-WAY 25 F4-ST SMALL BUMP OUT FEATURE WALL (1) 71"X13" PL-1 SHELF (1) 55"X51" LARGE FRAME (1) 8"X8" LOGO CHOP (57-'-'A MIRROR WALL UNIT ADDITIONAL FIXTURES FOR ALTERNATIVE USE: WOMAN: L rwr.eJ �L�'��_j L Frsr,rJ MlssFs:�j L FLSrI_j L �"_j L Lml,—j L Ttsrv� L FtsraiJ +� / r+il / \ �, \ �, Ii I Ali ICI€ WALL CABINET 6)ACCESSORY (4) 50 X13 PLA SHELF (8 (8) 27"X13" PLA SHELF (1) 45"X33" MEDIUM FRAME (1) 8"X8" LOGO CHOP FRONT PRESENTATION PUCK WALL A NOTE: A MAXIMUM OF TEN (10) FRAMES (LARGE - 55"x5l ") ARE SUPPLIED -ro EACH STORE NOTE: THIS PLAN FOR REFERENCE ONLY HILTI TOGGLERS WITH MACHINE SCREWS TO HANG FRAME. SMALL FRAME ON FITTING ROOM WALL (1) 33"X39" SMALL FRAME REVISION #28 SUMMARY A. ADDED SHEET PHILLIPS .00--m P A RT N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 Fax 770.394.1314 RF RE I r L, E F G H R AT:E 6G U CONSULTANT SEAL REVISIONS # DATE DESCRIPTIO1 ® 09/17/04 DRESS BARN INT. UPI This document is 0 Phillips Partnership. PC and is conaiderod an Instrument of Service and is solely for uae with respect to the project os indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLAC AT SEMINOLE TOWNE CENT; 0 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) 543-9540 PHILLIPS JOB NUMBER 0208E ISSUE DATE 09/17 DRAWN BY/CHECKED BY PAV/11 DRAWING TITLE FIXTURE PLAN MBER FAN LIG SEE ELE DWGS. GYP. BD CEILING WALL BE 1 REFLECTED CEILING PLAN GA-3.2 SCALE: VV=1'-0" CEILING TILE REFLECTED CEILING PLAN LEGEND LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. (� EMERGENCY/ NIGHT I� I I LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. --T Z X 4' CEILING GRID, TYP. r/ \l AIR SUPPLY, SEE MECHANICAL DRAWINGS I/ I AIR RETURN, SEE MECHANICAL DRAWINGS IZ RESTROOM SUPPLY, SEE MECHANICAL DRAWNGS XI-xx11 CEILING HEIGHT A.F.F. REVISION #28 SUMMARY A. ADDED SHEET Architecture ■ Interior Design a Planning Phase 770.394.1616 P- 770.3941314 Efl RE `a ANCHOR 06�F�* CONSULTANT SEAL REVISIONS # DATE DESCRIPTION ® 09/17/04 DRESS BARN INT. UPFIT This document is 0 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with rasped to the project as indicated below. PJI rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT 1901 W.P. BALL BOULEVARD PROJECT THE i AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 111111 NORTH AMEMICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE REFLECTED CEILING PLAN S E&rfgdM81R Z UA=3m2 "L" EDGE TRIM SIDE NEW FRONT VIEW BRACE TO ROOF JOISTS ABOVE - ALTERNATING 4'-0" O.C. CEILING GRID ACOUSTICAL CEILING TILE q a V 1 V-6 A.F.F I"Z FURRING CHANNELS Q 16" O.0 W/ 1" RIGID INSULATION (R-5 MIN.) & 5/8" GYP. BD. SUSPENDED LAY -IN CEILING WTH ACOUSTICAL TILES a � "L" EDGE TRIM 6 TOP TRACK (SAME JOINT COMPOUND AS REQUIREMENTS AS BOTTOM d REQUIRED TRACK) 2 (1/8") DRIV-IN RAMSEY RR #22668 5/3" FIRE CODE GYPSUM BOARD ON TENANT SIDE OF 5/8" TYPE "X" GYP. r 20 GAUGE PAIN. 3-518" STEEL STUDS @ 16" O.C. 70 BOARD. TAPE & °Q ' PAIN. "o"ABOVE FINISH CEILING HEIGHT WITH A SPACKLE, READY FOR f411NIPAUPA OF R11 INSULATION OVER TILT -UP PAINT. CONCRETE PANEL d q 3-518" 22 GAUGE q METAL STUD, 16" O.C. 1/8" DRIV-IN 16" O.C. HILTI NK 1451CBO #2388 1-V8" EMBEDMENT ORRANSEY RR a 22568 CONCRETE FLOOR TRACK - MIN. 22 GA 1-5/8" WIDE x 1-1/4" - LEG ATTACHED TO SLAB WITH POWER ACTIVATED FASTENER @ 24" O.C. MAX CAULK a � 112" EXPANSION JOINT (TYP) NEW WALL DETAIL a0 CEILING N.T.S. NOTE. USE WHERE APPL ICAELE WITH COMPLIANCE TO LOCAL & STATE CODES SUSPENDED LAY -IN CEILING IMTH ACOUSTICAL TILES BASE BUILDING CONCRETE DEMISING WALL 5/8" FIRE CODE GYPSUM BOARD ON TENANT SIDE OF 20 GAUGE MIN. 3-5/8" STEEL STUDS @ 16" O.C. TO MIN. 6" ABOVE FINISH CEILING HEIGHT, TAPED, SPACKLED AND READY FOR PAINT (PT-1) U a A m 1/2" EXPANSION JOINT (TYP) INTERIOR BLOCK DEMISING WALL SECTION N.T.S. 1 WALL SECTIONS GA-5.3 SCALE: 1/8"=1'-0" < >NOT USED N.T.S. REAR EXTERIOR BLOCK WALL WITH INSULATION SECTION N.T.S. EXISTING DECKING —CONTINUOUS CAULK JOINTIFIP,E SAFING TO DECK ABOVE - TOP TRACK (SAME REQUIREMENTS AS BOTTOM TRACK) SECURE 3-5/8" METAL TRACK TO DECK ABOVE 22 GAUGE (MIN) 3-5/3"x1-1 /4" LEGS, 3/8" ROLLED BACK RETURNS METAL STUDS AT 16'-0" O.C. MAX. ONE (1) PLY 5/8" THICK, 4'-0" WIDE TYPE "X" GYP. BD. BOTH SIDES ATTACHED TO SLAB & FLOORITOP TRACKS WITH 1" LONG, TYPE "S" SELF TAPPING SCREWS SPREAD 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OR THE BOARD, JOINT ORIENTED VERTICALLY & STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. GYP. BD. TO BE FINISHED WITH JOINT TAPE & COMPOUNDAS FOLLOWS: VINYL, DRY OR PREMIXED JOINT COMPOUNDS, APPLIED IN TWO COATS TO JOINTS & SCREW HEADS, PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVERALL JOINTS. GYP. BD. TO RUN FROM FLOOR SLAB. BATT INSULATION (MIN. R-19) 1/8" DRIV-IN @ 16" O.C. HILTI NK 145 ICBO #2388 1-1/8" EMBEDMENT OR RAMSEY RR 22668 CONCRETE FLOOR TRACK - MIN. 22 GA. 3-5/8" WIDE x 1-1 /4" - LEG ATTACHED TO SLAB WITH POWER ACTIVATED FASTENER @ 24" O.C. MAX. CONTINUOUS CAULK JOINT AT FLOOR (BOTH SIDES - TYP) PARTITION— SEE DETAIL "A" FOR PENETRATIONS N.T.S. - ONE HOUR RATED - U.L. DESIGN NO. U465 ;:T ROCK DOW CORNING FIRESTOP SEALANT 2000 -PAIN. 1"DEPT OVER MINERAL �✓•JOOL VAJITH CRO+fIN AROUND THE CIRCUMFERENCE OF PENETRATING ITEMS (TYPIC, BOTH SIDES) PIPE OR CONDU MI U.L. PENETRATION DETAIL FOR ONE (1) HOUR FIRE RATED PARTITION N.T.S. REVISION #28 SUMMARY A. ADDED SHEET" PHILLIPS P A R T N E R S H I P Architecture - Interior Design a Planning "hom 770.3943616 Fax 770.394.1314 FtF RE K J ._ I L° H Rr A 6 E F ANCHOR r3 C U CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT, UPFIT 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 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB FRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6506 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE 0 I• DOOR SCHEDULE DOOR DOOR SIZE FRAME JAMB TYPE HDW. NO. DOOR DOOR SIZE FRAME JAMB TYPE HDW. NO. NO. SIZE DESCRIPTION FINISH MATERIAL FINISH NO. SIZE DESCRIPTION FINISH MATERIAL FINISH 1 T-0"XT-0" DOUBLE DOOR ENTRANCE GLASS ALUM. BLDG. STND. - #1 6 T-0" X 6'-8" SOLID WOOD PAINT METAL PAINT O #3 2 NOT USED - -- -' '- - -- 7 NOT USED - 3 NOT USED - -- -- -- - -- 8 NOT USED -- 4 NOT USED - -- -- - "- 9 NOT USED 5 3'-0" X 6'-8" SOLID WOOD AINT - - METAL -. PA T - O#2 10 3'-0" X 7'-0" HOLLOW METAL MINIMUM 16 GUAGE " CLASS " RATED A EMBLY PAINT METAL PAINT �A #4 HARDWARE SETS #1 - THUMB TURN LOCK "BEST" # 3808060 OR KEYED LOCK WHEN REQUIRED. KEYED LOCK TO BE ACCOMPANIED BY SIGN: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". DOOR TO HAVE GLYNN-JOHNSON #444 KICK DOWN HOLDER OR EQUAL FINISH TO MATCH STOREFRONT DOORS. #2 - DOOR CLOSER W/ HOLD OPEN DEVICES. PULL "RUSSWIN" # 1029 PUSH "RUSSWIN" #1115 18" SATIN BRUSHED ALUM. KICK PLATE. #3 - PRIVACY LOCK SET, DOOR CLOSER, STOPS & SILENCERS, LEVER TYPE HANDLE REQUIRED (ADA ACCESSIBLE) #4 - DOOR CLOSER "CORBIN" SERIES 390E W/ HOLD OPEN DEVICE. INSTALL U.L. LISTED DOOR VIEWER @ 5'4" A.F.F. 1 ENLARGED RESTROOM PLAN GA-7.1 SCALE: 114" =1'4' FAN LIGHT, SEE ELECTRICAL DWGS. T-0" 42" GRAB BAR o _ M -r 1=7 7-- TOILET PAPER DISPENSER 2 RESTROOM ELEV. - SIDEWALL GA 7.1 SCALE: 1/4" = T-0" ROOM FINISH LEGEND ROOM FLOOR BASE WALL CEILING ENTRY -- -- -- ACOUSTICAL CEILING TILE SALES AREA -- -- - ACOUSTICAL CEILING TILE FITTING ROOM -- -- - ACOUSTICAL CEILING TILE STOCK ROOM -- -- - ACOUSTICAL CEILING TILE TOILET VCT -- DRY WALL DRY WALL NOTES CONCRETE SLAB CEMENT FLOOR THROUGHOUT, SMOOTH FINISH READY FOR FLOOR COVERING. LANDLORD TO PROVIDE CONCRETE SLAB WITH A MOISTURE EMISSION LEVEL NOT TO EXCEED 5 LBS. AND PH LEVEL NOT TO EXCEED 8 THROUGHOUT TENANT'S SPACE, LANDLORD SHALL PROVIDE TENANT WITH CALCIUM CHLORIDE AND PH TESTS FROM A CERTIFIED TESTING AGENCY PRIOR TO TENANT'S POSSESSION OF SPACE. IF NOT RECEIVED BY POSSESSION DATE OR IF TEST EXCEEDS STANDARDS, LANDLORD WILL REIMBURSE TENANT FOR FLOOR PREPARATION REQUIRED TO ACHIEVE PROPER FLOOR CONDITION FOR TENANT FINISHES. WALLS TAPED, FLOATED, SANDED AND READY FOR PAINT ACOUSTICAL CEILING TILE ARMSTRONG CORTEGA, NON DIRECTIONAL 2x4 CEILING TILE CONTRACTOR TO INSTALL ONLY'CUT' ACT. ALL OTHER ACT TO BE SUPPLIED AND STORED IN SPACE FOR INSTALLATION BY TENANT. CONTRACTOR SHALL SUBMIT SAMPLES TO ARCHITECT AND RECEIVE WRITTEN APPROVAL BEFORE INSTALLATION. ,TER HEATER OVE TX 4' ACOUSTICAL LAY -IN CEILING 24"W x 36"H (2/CS)------- MIRROR CENTERED ,Lr------ ABOVE LAVATORY - STAINLESS STEEL FRAME zo I -1 RESTROOM NOTES 1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL COMPLY WITH LOCAL HANDICAP CODES AND ADA. 2. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS. 3. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 4. REFER TO SHEET GA-5.3 FOR WALL TYPES 5. SINK TO HAVE DELTA 2170 WITH 10" GOOSENECK OR EQUIVALENT. 24"W x 36"H (2/cs) MIRROR CENTERED ABOVE LAVATORY STAINLESS STEEL FRAItAE 2' X 4' ACOUSTICAL —� LAY -IN CEILING FAN LIGHT, SEE ELECTRICPAPER AL DWGS. TOWEL HOLDER 21_0" 36" GRAB BAR t� o �o I 12" X 12" ACCESS PANEL RESTROOM ELEV. - PLUMBING WALL SCALE: 1/4" = T-0' II F � INTERIOR STOREFRONT ELEVATION SCALE: 114' = VO' o 0 - — Y III "I F1 0 o Z 4" VINYL 1 _I; I LAVATORY BASE CLEARANCE K_4_'� RESTROOM ELEV. - SIDEWALL GA 7.1 SCALE: 1/4" =1'-0' A 7 FUTURE FITTING ROOM ENTRY GA-7.1 SCALE: 1/4" =1'-0" 0 7 STOCKROOM AREA ENTRY GA-7,1 SCALE: 1/4" =1'4" REVISION # 28 SUMMARY 0 A. ADDED DETAILS B. CLARIFIED DOOR SCHEDULE AND HARWARE PHILLIPS P A R T N E R S H I P Architecture Interior Design •Planning Ph— 770.3941616 NA 770.394.1314 �I RE J I a C H R FA1 ANCHOR e c D E F CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT. 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 nmrved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Vo REST BARIN 1901 W.P. BALL BOULEVARD PROJECT 1 HE P IARKETPL.ACE 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 05/140 DRAWN BY/CHECKED BY PAV/DEE DRAWING TITLE SCHEDULES & DETAILS SHEET NUMBER GA=7 m 1 l ----.. .� H.V.A.C. GENERAL NOTES 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2000 FLORIDA BUILDING CODE (MECHANICAL), THE 2001 FLORIDA BUILDING CODE, THE 2000 FLORIDA ENERGY CODE, THE 2000 EDITIONS OF NFPA 90A & 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL APPLICABLE LOCAL CODES AND ORDINANCES, 2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DUCTWORK SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT. 3. SHOP DRAWINGS SHALL BE SUBMITTED 'TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON THE DRAWINGS. 4. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 5. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR NON -FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS AND ELECTRICAL DRAWINGS. 6, ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED ACCORDING TO CODE REQUIREMENTS. 7. UNLESS NOTED OTHERWISE, STARTERS, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 8. ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE AND ALL RECIRCULATING FAN SYSTEMS SERVING AREAS OF EGRESS SHALL BE INSTALLED WITH A SMOKE DETECTOR IN THE SUPPLY DUCTWORK. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN THE RETURN AIR PATH OF AIR DISTRIBUTION SYSTEMS UTILIZING A COMMON SUPPLY AND/OR RETURN AIR PLENUM WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM. THE SMOKE DETECTOR SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL. THE SMOKE DETECTOR SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR, MOUNTED IN THE DUCT BY THE MECHANICAL CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR. 9. INSTALL FIRE DAMPERS IN ALL RATED THROUGH WALLS, FLOOR AND CEILING PENETRATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OR RATED AREAS. PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. INSTALL SMOKE DAMPERS IN ALL DUCT PENETRATIONS THROUGH SMOKE RATED WALLS. WHERE DUCTS PENETRATE WALLS THAT CARRY BOTH FIRE AND SMOKE RATINGS, THE DAMPERS INSTALLED SHALL BE COMBINATION FIRE AND SMOKE DAMPERS. ALL DAMPERS SHALL BE U.L. 555 LABELED. 10. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 11. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 12. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 10 YEAR MANUFACTURER'S WARRANTY. 13. COORDINATE EXACT LOCATION OF ROOFTOP AIR CONDITIONING UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 14. SUPPLY, RETURN AND O.A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AS RECOMMENDED IN SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS, LATEST EDITION. ALL JOINTS AND SEAMS IN ALL SHEEETMETAL DUCTWORK SHALL BE SEALED WITH DUCT SEALER. 15. SHEET METAL SUPPLY, RETURN, & O.A. DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS, 3/4 LB/FT3 DENSITY, DUCT INSULATION WITH FOIL VAPOR BARRIER, U.L. LISTED, R-6 MINIMUM. 16. EXHAUST DUCTWORK SHALL BE SHEET METAL AND SHALL NOT BE INSULATED UNLESS NOTED OTHERWISE. 17. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT TO STRUCTURE SHALL BE AS PER SMACNA STANDARDS. 18. EXPOSED ROUND DUCTWORK SHALL BE MEDIUM PRESSURE SPIRAL TYPE, UNITED MCGILL OR EQUAL. 19. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M-KE (U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT), R VALUE = 6.0 MINIMUM OR AS REQUIRED BY LOCAL ENERGY CODE. AIR CONNECTORS ARE NOT ACCEPTABLE. SIZE TO MATCH DEVICE NECK, PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO MAINTAIN A MAXIMUM FLEXIBLE DUCT LENGTH OF 4'0". FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN REQUIRED. 20. ROUND AND FLEXIBLE DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH SPIN?IN FITTINGS WITH SCOOP AND BALANCING DAMPER 21. SHEET METAL DUCTWORK SHOWN AS BEING INTERNALLY LINED SHALL BE LINED WITH I" THICK 3 LB./CU. FT. DENSITY DUCTUNER (MINIMUM R VALUE = 4.0 OR AS REQUIRED BY APPLICABLE ENERGY CODE), CERTAINTEED "TOUGHGARD" OR EQUAL BY KNAUF OR JOHNS-MANVILLE, PRODUCTS BY OWENS-CORNING ARE NOT ACCEPTABLE. LINE ALL DUCTWORK A MINIMUM OF 10'0" DOWNSTREAM OF ALL AIR HANDLING UNITS, FAN COIL UNITS AND TERMINAL UNITS. THE LEADING EDGE OF THE DUCT LINER SHALL HAVE SHEETMETAL NOSING. 22. PORTIONS OF DUCTWORK VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 23. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 24. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST ROOF DRAIN/GUTTER. CONDENSATE PIPING SHALL BE SCHEDULE 40 P/C. CONDENSATE SHALL BE PUMPED AS REQUIRED. 25. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED TO DELIVER THE AIR QUANTITIES SHOWN ON THE DRAWINGS. TEST AND BALANCE REPORT SHALL BE PREPARED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHO IS A MEMBER OF THE AABC OR NEBB. REPORT SHALL INCLUDE THE FOLLOWING TEMPERATURE READINGS, IN ADDITION TO AIR FLOWS: AIR LEAVING DIFFUSERS, AIR LEAVING HVAC UNIT, OUTSIDE AMBIENT AT TIME OF TEST. SUBMIT CERTIFIED TEST AND BALANCE REPORT TO OWNER/ARCHITECT FOR APPROVAL. 26. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. 27. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 28. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEM. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION OR ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS. 29. MOUNT THERMOS -FATS AND/OR SENSORS 4'0" AFF UNLESS NOTED OTHERWISE. 30. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL ON AND ANCHORED TO MINIMUM 12" HIGH INSULATED ROOF CURBS. CONTRACTOR SHALL COORDINATE ROOF SLOPE AND ACTUAL CURB HEIGHTS WITH ARCHITECTURAL DRAWINGS. ALL REFERENCES TO ROOF HEIGHTS REFER TO HEIGHTS ABOVE FINISHED ROOF SURFACE. 31. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. AND ARCHITECTURAL REFLECTED CEILING PLAN. 32. MANUAL OVER -RIDE CONTROL (EMERGENCY SHUT -DOWN) SWITCHES FOR ALL HVAC UNITS SHALL BE LOCATED IN LOCKING COVER ADJACENT TO FIRE ALARM ANNUNCIATOR PANEL OR OTHER LOCATION APPROVED BY LOCAL AUTHORITY HAVING JURISDICTION. 33. ROOFTOP HVAC UNITS SHALL BE INSTALLED SUCH THAT ROOF DECK IS COMPLETE AND CONTINUOUS UNDER BOTTOMS OF HVAC UNITS, AND SHALL BE CUT ONLY FOR UNIT SUPPLY AND RETURN OPENINGS. SPACE BETWEEN ROOF DECK AND BOTTOM OF ROOFTOP HVAC UNITS (INSIDE OF ROOF CURBS) SHALL BE FILLED WITH HIGH DENSITY ACOUSTICAL INSULATION. 34. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH BAKELITE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON A BLACK BACKGROUND, NAMEPLATE SHALL SHOW EQUIPMENT TAG USED ON THESE DRAWINGS. PACKAGED ROOFTOP H.V.A.C. UNITS TAG SERVES MODEL NO. AIRFLOW E.S.P. MINIMUM MAXIMUM TOTAL SENSIBLE COOLING KW OPERATING ACCESSORIES (CFM) (IN. W.C.) O.A. FAN COOLING COOLING EFFICIENCY ELECTRIC WEIGHT CFM N.P. (MBH) (MBH) HEATER (LBS.) RTU-I RETAIL AREA CARRIER 50TME008 3000 1.0' 600 3 ' 91.6 68.8 10.3 EER 12.0 1175 LBS. `' 1-9 RTU-`L RETAIL AREA 5 TME008 CARRIER0 3000 1.0" 600 3 i i 91.6 68.8 I 10.3 EER 12.0 1175 LBS. I 1-9 RTU-3 RETAIL/STOCKROOM CARRIER 50TME007 2400 1 1.0" 600 3 76.2 1 56.8 '•. 10.3 EER 71 15.8 800 LBS. 1-9 RTU-4 RETAIL/REAR FITTING CARRIER 50TME007 2400 1.0" 600 3 76.2 56.8 10.3 EER 15.8 800 LBS. I 1-9 r 1 I i I i I ; , f NOTE: COOLING CAPACITIES ARE BASED ON 95'F DB AMBIENT, 807 DB/-&'F WB EAT. ACCESSORIES: 1. PREFABRICATED FULL- PERIMETER ROOF CURB, 14 INCH HIGH (COORDINATE SLOPE WITH ARCHITECTURAL) 2. FACTORY -INSTALLED ELECTRIC HEATERS & CONTROLS 3. SINGLE -POINT POWER CONNECTION W/NON-FUSED DISCONNECT 4. GFCI CONVENIENCE OUTLET (120 VOLT) 5. HIGH EFFICIENCY BLOWER MOTOR 6. LOW AMBIENT COOLING TO 45T. 7. ECONOMIZER WITH COMPARATIVE ENTHALPY CONTROL AND POWER EXHAUST 8. BURGULAR BARS IN SUPPPLY AND RETURN AIR OPENINGS 9. LIGHTSTAT THE-AVU THERMOSTAT SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY CARRIER. APPROVED EQUALS BY TRANE, YORK. ELECTRIC HEATER SCHEDULE TAG TYPE CFM KW ISTEPS MOUNTING I SIZEI SERVES I MODEL REMARKS LOCATION 1,2,3,4,5,6,7,82 DTRIC 685 -1/2 UCT 4X10 STOCKROOM RAWALL PD SERIES ELEC EDH-2 ELECTRIC DUCT HEATER 340 ( 4 2 I DUCT 1OX10 REAR FITTING RAYWALL PD SERIES I 1,2,5,4,5,6,7,8 REMARKS/ACCESSORIES: 1. DISCONNECT SWITCH (COORDINATE W/ELECTRICAL) 2. BUILT-IN FAN INTERLOCK/PRESSURE DIFFERENTIAL SWITCH 3. AUTO -RESET PRIMARY & MANUAL RESET SECONDARY HIGH LIMIT CONTROLS 4. DEFINITE PURPOSE CONTACTOR 5. TERMINAL COMPARTMENT, HINGED, INSULATED W/1/2" FIBERGLASS 6. TRANSFORMER W/24 VOLT SECONDARY AND RELAY FOR LOW VOLTAGE CONTROL 7. WALL -MOUNTED THERMOSTAT 8. WIRE TO LOCKOUT WHENEVER THEIR RELATED HVAC UNIT IS IN HEATING MODE TO PREVENT SIMULTANEOUS HEATING SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY RAYWALL. APPROVED EQUALS BY INDEECO, MARKEL FAN AND VENTILATOR SCHEDULE AIR DISTRIBUTION SCHEDULE _T TAG MODEL SIZE NECK DAMPER FINISH DUTY MATERIAL A TITUS TMS B ! TITUS TMS ........................... ........,...................................................................................................................................................... C i TITUS "TMS .............................................................................................................................. D "FI FUS TMS 24X24 24X24 24X24 .......................................................................__.....__.._......__.........._...._._.... . 12X 12 6"� . _._._.._....._ 8"0 ......._..._ __ _..__._......_. 10" � 6"7� ..... ..........._r10.........._._. ..I. NO ...._...-- -- NO __......_.t......_..._....__ NO .....WHITE.._....................SUPPLY . MANUF...... STD ............... ....................... ...............STEEL........... MANUF. STD WHITE SUPPLY ...............................__.............................. _-_....... .......... .................................... _-..................... MANUF. STD WHITE SUPPLY ... .................... _..._...... _...................... ...................................................................... MANUF. STD WHITE j SUPPLY .................................................. .............. STEEL ............................... ......................... ........... _............................. ....... STEEL .......................................... .............................................................. . STEEL w E TFFUS 50F 24X24 --- NO MANUF. STD WHITE RETURN ALUMINUM F TITUS 50F ........................................................................................................................_._._-----_----- ....................................r..................................................................... ..........................................................................................................................................................................................................._._...._....___...._..... 24X24 ............................._................................................................__.._..............._........ 12" 0 NO ---_..................... -..... ....._-........_........_...... ................... _............................. MANUF. STD WHITE "TRANSFER ...... _............. .......... ._._....... _........... ......... .----- -......... i........... ............ _.................. -.... .............. ...... __..........._........._..........-----................_..............-._..4.................................__......-......................... _.............. ........ _............._............. _.............. ........ ........................................................................... : : ALUMINUM ............. ........................................... ....................................... .......... ........................................................_........................................ _.... ....................................... ............................................................. k I ` I I 1 i f I ._._.._.- I COORDINATE MOUNTING FRAME REQUIREMENTS WITH ARCHITECTURAL REFLECTED CEILING PLANS. PROVIDE PLASTER FRAMES FOR ALL SLOT DIFFUSERS LOCATED IN GYPSUM BOARD CEILINGS W/CONCEALED FASTENERS SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY TITUS I PHILLIPS I P A R T N E R S H I P Architecture - Interior Design . Planning 770.394.1616 770.394.1314 .............. - - r `..r 7-1 ti t.................................... CONSULTANT Jordan & Skala Engineers, Inc. Project Number - "0070 5365 OAKBROOK PARKWAY, NORCROSS, CA 30093 PHONE (77-5547 FAX (770)448-0262 RZtse0jordanskala.com COPYRIGHT O 2004 JORDAN & SKALA ENGINEERS INC. SEAL c� T REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT. 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 docurent may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT ri0q P'N F -"' c--, D ] �o-4q r"li�li�, S B ~2'3n tit. 1901 W.P. BALL BOULEVARD PROJECT 1 TPLACE THE MARKETPLACE 1 AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 2C I :.:Y 04. <w'Nil NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLW DRAWING TITLE H.V.A.C. NOTES AND EQUIPMENT SCHEDULES SHEET NUMBER GM=Oml r� REVISION # 28 SUMMARY A. ADDED SHEET PIPE TO NEAREST ROOF GUTTER TOTAL TRAP HEIGHT TOTAL TRAP HEIGHT = X + H + 1.5 D WHERE: H = AT LEAST 1" PLUS CASING SP D = PIPE DIAMETER CONDENSATE FROM ROOFTOP AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO DISCHARGE INTO THE NEAREST GUTTER/DOWNSPOUT - COORDINATE GUTTER LOCATIONS WITH ARCHITECTURAL ROOF PLAN. CONDENSATE DRAIN PIPING TO BE ROUTED ON ROOF, SUPPORTED ON BLOCKING AT MAXIMUM 8 FOOT CENTERS, AND SLOPED AT 1/8" PER FOOT MINIMUM. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. MULTIPLE UNITS MAY HAVE CONDENSATE PIPING MANIFOLDED INTO A COMMON PIPE TO DRAIN. UNLESS INDICATED OTHERWISE ON DRAWINGS, CONDENSATE DRAIN PIPING SHALL BE SIZED PER THE FOLLOWING CRITERIA: 3/4" FOR UP TO 2 TON CONNECTED COOLING LOAD; 1" FOR 2 THRU 5 TONS; 1-1/4" FOR 5 THRU 30 TONS; 1-1/2" FOR 30 THRU 50 TONS; 2" FOR 50 TO 170 TONS; 3" FOR 170 TO 300 TONS; 4" FOR 300 THRU 430 TONS. CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE 45 DEGREE CLINCH COLLAR PER SMACNA. USE AT ALL BRANCH TAPS UNLESS SPUTTER DAMPERS ARE INDICATED. r- BRANCH DUCT o AIR FLOW I I TRUNK DUCT MANUAL VOLUME DAMPER (EXCEPT ABOVE INACCESSIBLE CEILINGS OR IF OTHERWISE A SHOWN ON DRAWINGS). BRANCH DUCT TAKEOFF DETAIL NOT TO SCALE CONNECT FLEX DUCT ENDS TO SHEET METAL DUCT AND DIFFUSER NECK WITH NYLON TIES. INTERIOR LINER AND EXTERIOR INSULATION OF FLEX DUCT TO BE TIED INDIVIDUALLY. INSTALL USING TENSIONING TOOL AS PER MANUFACTURER'S RECOMMENDATIONS. ROUND SHEET METAL DUCT. DIAMETER AS INDICATED ON PLANS TRUNK DUCT-/ SPIN -IN FITTING - WITH - DAMPER & SCOOP FOR SUPPLY AIR APPLICATIONS, PLAIN SPIN -COLLAR FOR RETURN APPLICATIONS SUSPENDED CEILING. SEE ARCH. PLANS FOR TYPE. NYLON TIES INTERIOR LINER PRE —INSULATED FLEXIBLE DUCTWORK. SEE SPECIFICATIONS. LENGTH NOT 'TO EXCEED 4'-0". PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF KINKS & SAGS. SUPPLY DIFFUSER OR RETURN AIR GRILLE RUN -OUT CONNECTION DETAIL t — NOT TO SCALE AIR FLOW WELD 45' LATERAL TEE ALTERNATIVE ROUND BRANCH ENTRY ROUND BRANCH V.D. — 0 3 1[]- a L L = 1/4W, 4" MIN. RECTANGULAR BRANCH ENTRY TYPICAL DUCT BRANCH NOT TO SCALE CONDENSER FAN . DISCHARGE DISCONNECT (SEE ELECTRICAL DWGS.) PREFABRICATED ROOF CURB - POWER WIRING (SEE ELECTRICAL) SUPPLY AIR DUCT OUTDOOR AR INTAKE/ECONOMIZER HOOD (WHERE APPLICABLE) BAROMETRIC RELIEF HOOD (WHERE APPLICABLE) THERMOSTAT WIRING J TRAP RETURN AIR DJ / UCT NOTE: ALL CONNECTIONS AND SERVICES MUST BE INSIDE THE PERIMETER CURB. DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT. CONDENSATE DRAIN TO BE ROUTED ON ROOF TO NEAREST ROOF DRAIN UNLESS NOTED OTHERWISE ROOF DECK ROOFTOOP AIR CONDITIONER DETAIL NOT TO SCALE TRANSFER DUCT 1" THICK FIBERGLASS DUCTBOARD OR LINED SHEET METAL 171, m, L SEE ARCH. DRAWINGS FOR CEILING TYPE SUPPLY AIR GRILLE RETURN AIR GRILLE TRANSFER GRILLE NOT TO SCALE ROOFTOP UNIT SHALL SIT LEVEL AND SHALL NOT SIT ON METAL DECK, BUT ON STEEL ANGLES. ROOF TOP UNIT 3/4" x1/4" WIDE GASKET FOR CURB FRAME AND ALL DUCT SUPPORT 3/4" PROVIDE FLASHING AND COUNTERFLASHING AT ROOFTOP UNIT BASE RAIL INTEGRAL 2X WOOD NAILER ROOF CURB BY ROOFTOP UNIT MANUFACTURER 14" MINIMUM WRAP ROOFING UP CURB AND SEAL I I : �i-- RIGID INSULATION \-- STEEL DECK STEEL ANGLES, ALL SIDES OF ROOF OPENING BURGLAR BARS / STEEL JOIST ROOF CURB FRAMING - MECHANICAL EQUIPMENT NOT TO SCALE PHILLIPS 00--w ft" P A R T N E R S H I P Architecture • Interior Design . Planning 770.394.1616 770.394.1314 ....:....... , i Fe = ., :r...,a y i .......... ...f 1..................................... CONSULTANT Jordan & Skala Engineers, Inc. Project Number • 0410070 �J 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (7EW 7-5547 FAX (770)448-0262 L jse0jordonskala.com COPYRIGHT 0 2004 JORDAN & SKALA ENGINEERS INC. SEAL - U-' REVISIONS # DATE ^ DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT This document is CJ 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 wp N cop Ila .� 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/ 17/04 DRAWN BY/CHECKED BY SJF/MLW DRAWING TITLE HN.A.C. DETAILS SHEET NUMBER GM=0m2 REVISION # 28 SUMMARY A. ADDED SHEET ' ............................... ....... ! t 1 .___....-....... ................. ' :1010" ' 1 1 t 1 ►; i tt ! !i 1 H.....^ i ., Yf i_, :............ ............. ...._ ...... .............. ..... ._....... ..... ........................... 1a3,. i ,! i I I ii t j. ...... ......... r . _ .. ._............_. . i7 P ?� • !Ij�lJj7't:l ! : I .�llli 1 r:f.. i............................_ `...................... ....... .............. . I \ Irj I I I \\ ! 1 •' I jr ! I 1! r i I1 j! I1 t' 1lj � I1 f �i ill ! 1 I jl 1` f ........................... ......................................� .......I ........................... ----- +. _................ ........... TENANT FIT —UP FLOOR PLAN — H N.A.C. SCALE: 1/8" = V-0" REVISION # 28 SUMMARY PHILLIPS P A R T N E R S H I P Architecture a Interior Design - Planning "— 770.394.1616 Fax 770.3941314 CONSULTANT Jordan & Skala Engineers, Inc. Project Number - W0070 5365 OAKBROOK RWYOS30093 PHONE (770)447-5547 FNRCROSA2 EMAIL: jse®jordanskalo.com COPYRIGHT p 2004 JORDAN do SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 0 06/01/04 MEP COORDINATION 09/17/04 DRESS BARN IN[, 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 PRO) ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT s" t11 IN. q ti � �:v. NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLW DRAWING TITLE TENANT FITUP FLOOR PLAN HM.A.C. SHEET NUMBER GM=1 ol A. TENANT INTERIOR FITUP REVISION # 5 SUMMARY A. ADDED SHEET WATER HEATER SCHEDULE SYMBOL LOCATION/ STORAGE GPH ELECTRICAL CRITERIA NOTES MODEL NO. CAPACITY REC./TEMP. RISE OUTLET KW GALLONS TEMPERATURE INPUT EWH-1 MEN'S RESTROOM/ 10 19/65' 120'F 3 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 CATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 4. ALL UNITS SHALL MEET ASHRAE 90-75 AND ALL LOCAL CODE REQUIREMENTS. 5. DESIGN BASIS: A.O. SMITH, COMMERCIAL GRADE, DURO-POWER SERIES, ASME RATING NOT REQ'D, SINGLE ELEMENT OPERATION. FIXTURE SCHEDULE �s.tit€��ay ..`us .:f`\•cx, \�\.'y.l �� bra<, MINIMUM SIZE UTILITY TO FIXTURE FIXTURE # FIXTURE TYPE WASTE HOT WATER COLD WATER CONNECTION SUPPLY SUPPLY P1H WATER CLOSET- PUBLIC 4" ---- 1" P2WH LAVATORY - WALL HUNG 1 1/4" 1/2" 1/21' P4 MOP SINK 3" 1/2" 1/2" P8B WATER COOLER - BI LEVEL 1 1/4" FLOW TEST DATA SCHEDULE UPON AWARD OF THE CONTRACT, THE FIRE PROTECTION CONTRACTOR SHALL PERFORM A FLOW TEST ON THE TWO HYDRANTS NEAREST THE SITE AND FORWARD THE TEST DATA TO THE ENGINEER AND ARCHITECT THE FOLLOWING WATER PRESSURE/FLOW DATA WAS OBTAINED FROM: NO INFORMATION RECEIVED AS OF 09/17/04 STATIC PRESSURE PSI RESIDUAL PRESSURE PSI FLOW (GPM) _ GPM ELEVATION OF TEST HYDRANT LOCATION OF TEST HYDRANT DATE OF TEST TIME OF DAY OF TEST DIELECTRIC UNION (TYI ASME T&P RELIEF VAL DISCHARGE FULL SIZE & TERMINATE AT MOP 1 1/2" HIGH SAFETY 1 " DRAIN ROUTE A/C TERMINATE AT MOP SIP DRAINAGE PRODUCTS/SPECIALTIES UNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. EQUAL PRODUCTS: ZURN, JOSAM, WADE AND WAFTS. FD "G" - FLOOR DRAINS-GENERAL/RESTROOMS JAY R. SMITH FIG. 2005-B6 SERIES C.I. FLOOR DRAIN WITH 6" DIAMETER SQUARE NICKEL BRONZE STRAINER, SPEEDI-SET OUTLET CONNECTION AND TRAP PRIMER CONNECTION. LAVATORY -WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS. ELECTRIC WATER COOLER CARRIER -WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS. TP-"A"-AUTOMATIC TRAP PRIMER PPP PRIME -RITE SERIES AUTOMATIC TRAP PRIMER WITH MULTIPLE OUTLET DISTRIBUTION UNITS AS REQUIRED. TP-"L"-TRAP PRIMER JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1-1/4" INLET AND OUTLET, 17 GAUGE SATIN CHROME -PLATED P-TRAP. WATER HAMMER ARRESTORS JAY R. SMITH 5000 SERIES ALL STAINLESS STEEL "HYDROTROLS". INSTALL IN AN UPRIGHT POSITION AT ALL FLUSH VALVES, WASHING MACHINE SUPPLIES, DISHWASHERS, PRV STATIONS, AND OTHER QUICK CLOSING VALVES, SOLENOIDS AND PLUMBING FIXTURES. LOCATE AND SIZE AS INDICATED ON DRAWINGS. WHERE NOT SHOWN ON DRAWINGS, LOCATE AND SIZE IN ACCORDANCE WITH PDI STANDARD WH-201. NFWH-WALL HYDRANT-EXTERIOR-NF JAY R. SMITH FIG. 5509-Q'T NON FREEZE 3/4" CAST BRONZE HYDRANT WITH RECESSED STAINLESS STEEL BOX AND FRAME INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL -THICKNESS. PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES. 2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2001 FLORIDA PLUMBING CODE WITH AMENDMENTS AND ALL APPLICABLE LOCAL CODE AND ORDINANCES. 3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES. 4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. 5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. 6. TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH FINISHED FLOOR. 7. TRAP PRIMERS ARE TO BE PROVIDED ON ALL FLOOR DRAINS AND HUB DRAINS WHICH DO NOT RECEIVE A CONTINUOUS DISCHARGE. TP "L" LAVATORY WASTE TRAP PRIMERS ARE TO BE PROVIDED ON DRAINS IN PUBLIC RESTROOMS, GUEST ROOMS, AND OTHER AREAS WITH DRAINS ADJACENT TO LAVATORIES TP "A" AUTOMATIC TRAP PRIMERS ARE TO BE PROVIDED IN ALL OTHER REQUIRED LOCATIONS. 8. PLUMBING AND FIRE PROTECTION PIPING IS NOT TO BE INSTALLED IN ELECTRICAL ROOMS, CLOSETS, OR TELEPHONE ROOMS EXCEPT PIPING SERVING THAT SPECIFIC ROOM. 9. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN V-O" FROM ACCESS PANELS, CEILING -TILES, OR OTHER POINT OF ACCESS. 10. ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS. 11. PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER LINES SERVING FLUSH VALVE FIXTURES, PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. 12. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTORS AT ALL DOMESTIC WATER CONNECTIONS TO MECHANICAL EQUIPMENT AND VENDING EQUIPMENT CONNECTIONS AS REQUIRED BY LOCAL CODE AND AUTHORITIES. •13, PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. 14. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND THE ELECTRICAL CONTRACTOR, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 15. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 16. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 17. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. 18. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THE LEAST VISIBLE LOCATION FROM THE ENTRY VIEW. T GALLON EXPANSION TANK VACUUM RELIEF GATE VALVE (TYP.2) 3/4" CW SUPPLY 3/4" HW OUTLET 3/4" CADMIUM PLATED ALL THREAD ROD WITH LOCK WASHERS AND DOUBLE NUTS (TYPA) SOLDER SEAMS WATER TIGHT CROSS BREAK BOTTOM OF PAN TO DRAIN POINT 2" X 2" X 1/4" GALVANIZED ANGLE IRON FRAME DRAIN VALVE MVTUR GONG Al """ ON OUTSIDE 4" TO FIRE DE CONNECTION 2" ANGLE CHE 2" SIGHT GLAD 1 1/4" DRAIN 1 1/4' CHEC? 3" DRAIN EXTE THRU WALL 6" FIRE SERVICE WITH ROD AND CLAMPS PLUMBING FIXTURE SCHEDULE FIXTURE SELECTION IS BASED ON KOHLER MODELS UNLESS OTHERWISE NOTED, APPROVED EQUAL MANUFACTURERS AS FOLLOWS: FIXTURES: ELDAY, JUST FAUCETS & TRIM: KOHLER, AMERICAN STANDARD, BRASSCRAFT, DELTA, MCGUIRE, SANITARY DASH, ZURN P1H WATER CLOSET - FLOOR MOUNTED - FLUSH VALVE - SEAT - PUBLIC - HANDICAPPED: KOHLER K-4368 - FLOOR MOUNTED - 17-1/2" HIGH BOWL, 1.6 GALLON FLUSH, VITREOUS CHINA, ELONGATED, SIPHON . JET. 1 1/2- TOP SPUD, WHITE. FLUSH VALVE - SLOAN 111-YB 1.6 GALLON FLUSH, EXTERNALLY ADJUSTABLE, 1 1/2" TOP SPUD COUPLING, VANDAL PROOF TRIM, CHROME PLATED. SEAT - BENEKE 523-SS COMMERCIAL GRADE, SOLID PLASTIC, ELONGATED, OPEN FRONT, STAINLESS STEEL CHECK HINGE, WHITE. P2WH LAVATORY - WALL HUNG - GRID DRAIN: KOHLER K-2005 21" X 18" WALL HUNG LAVATORY, 4" CENTERS, CONCEALED ARMS, FRONT OVERFLOW AND BACKSLASH, WHITE. FAUCET - KOHLER K-15199 SINGLE LEVER HANDLE, 4" CENTERS, FLOW RESTRICTOR, WITH GRID DRAIN REPLACEABLE CERAMIC DISC CARTRIDGE, AERATOR, 1 1/4" TAILPIECE, CHROME FINISH. SUPPLY - BRASSCRAFT SR1712A - 1/2" O.D. X 3/8" O.D. ANGLE SUPPLY, LOOSE KEY STOP, WALL FLANGE, CHROME PLATED. TRAP - MCGUIRE 8902 - 1 1/4" X 1 1/2", 17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT AND WALL FLANGE, CHROME FINISH. DRAIN - MCGUIRE 155-WC - 1 1/4", 17 GAUGE OFFSET DRAIN WITH OPEN GRID STRAINER, CHROME PLATED. LAVATORY WASTE TRAP PRIMER - JAY R. SMITH 2698 - 1 1/4", 17 GAUGE ADJUSTABLE WITH CLEANOUT AND WALL FLANGE, TRAP PRIMER TUBING WITH WALL FLANGE, CHROME PLATED. PROVIDE IN LIEU OF STANDARD TRAP AT LOCATIONS INDICATED ON DRAWINGS. INSULATION KIT - HANDI LAV-GUARD MODEL 102 AND 105 - SELF FASTENING, VINYL INSULATION COVERS FOR DRAIN, TRAPS, AND SUPPLY PIPING WITH ACCESSIBLE ANGLE VALVE INSULATION COVER, WHITE. CARRIER - SMITH 700 SERIES - ADJUSTABLE FLOOR SUPPORT WITH CONCEALED ARMS, P4 MOP SINK: FIAT MSB-242 24" X 24" X 10" HIGH TERRAllO OR MOLDED STONE BASIN, 3" STAINLESS STEEL COMBINATION DOME STRAINER AND LINT BASKET, # 832-AA 36" LONG HOSE WITH STAINLESS STEEL WALL HOOK, # 889-CC STAINLESS STEEL MOP HANGER. P813 ELECTRIC WATER COOLER: OASIS P8ACSL WALL MOUNTED BARRIER FREE BI-LEVEL COOLERS, FRONT PUSHBUTTON OPERATION, HEAVY GAUGE STAINLESS STEEL, UNIT TO PROVIDE MINIMUM 8 GPH OF 50'F WATER WITH 90'F AMBIENT AND 80'F SUPPLY WATER TEMPERATURE, VINYL FINISH. SUPPLY - MCGUIRE ST07 - 1/2" O.D. X 178G �GDE ADJUSTABLE HANDLESTOP. TWT HTCLEANOUTCGUIRE C CHROME O INISH1-1/4" X 1-1/2 , -1/2, PLUMBING MATERIALS 1. COLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER TUBING CONFORMING TO ASTM B-88 WITH SWEAT JOINTS AND CAST OR WROUGHT FITTINGS, ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, DOMESTIC COLD WATER SERVICE PIPING BELOW GRADE SHALL BE CEMENT LINED DUCTILE IRON PIPE WITH PUSH -ON JOINTS. DOMESTIC WATER BRANCH PIPING BELOW GRADE SHALL BE PROTECTED WITH SLEEVES AT ALL PENETRATIONS THROUGH CONCRETE. 2. SANITARY WASTE & VENT PIPING ABOVE GROUND SHALL BE NO -HUB CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT BE LOCATED IN RETURN AIR PLENUM SPACES. 3. SANITARY WASTE PIPING BELOW GROUND SHALL BE CAST-IRON WITH PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS. 4. ALL ABOVE GRADE HOT AND COLD DOMESTIC WATER PIPING SHALL BE INSULATED EXCEPT AT HORIZONTAL CHASE BRANCH PIPING TO INDIVIDUAL PLUMBING FIXTURES AND ON VERTICAL RISERS WITHIN SEALED CHASES. ALL HOT WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1 INCH NOMINAL THICKNESS PIPE INSULATION WITH VAPOR BARRIER JACKET, ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1/2 INCH THICKNESS INSULATION ON PIPING 2" AND SMALLER, 1" THICK INSULATION ON PIPING 2 1/2" AND LARGER. OWENS-CORNING ASJ/SSLII OR EQUAL. ALL HORIZONTAL STORM DRAIN PIPING AND ROOF DRAIN BODIES SHALL BE INSULATED WITH 1/2" THICK BATT INSULATION. TO SPRINKLERS ALARM VALVE PRESSURE GAUGE (TYP.) PRESSURE SWITCH RETARD CHAMBER 1 1/2" DRAIN FINISHED FLOOR _.:.._............................ _...... - ... - .........._�..,.............--...................... ......................... ..... ................. .,.. . THRUST BLOCK FIRE PROTECTION SYSTEM MATERIALS 1. ALL MATERIALS, PIPE, VALVES AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW AND APPROVED BY NFPA, UNDERWRITER'S LABORATORIES, INC. (U.L.), FACTORY MUTUAL (F/M) AND AMERICAN WATER WORKS ASSOCIATION (AWWA) WHERE APPLICABLE. 2. SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. CLASS 125, AND 250 CAST IRON THREADED FITTINGS, ANSI B16.4. B. CLASS 150, AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI B16.3. C. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47 AND A536, U.L. LISTED, F.M. APPROVED. 3. LIGHTWALL WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135. A. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET, MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47, AND A536, U.L. LISTED, F.M. APPROVED, B. LIGHTWALL, 150 PSI, BUTTWELD FITTINGS, ANSI B16.9. 4. AUTOMATIC SPRINKLERS SHALL BE PROVIDED AS FOLLOWS: A. FULLY CONCEALED TYPE SPRINKLERS, GLASS ELEMENT OR FUSIBLE LINK STYLE, FAST RESPONSE, HIGH SENSITIVITY SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH GYPSUM CEILINGS, TEMPERATURE RATING OF SPRINKLERS SHALL BE 155' - 165'. CEILING COVERPLATE SHALL BE FACTORY PAINTED TO MATCH THE ADJACENT CEILING COLOR, SUBMIT PAINTED SAMPLE TO THE ARCHITECT FOR APPROVAL, SPRINKLER TO BE VIKING HORIZON MIRAGE CONCEALED SPRINKLER OR APPROVED EQUAL. B. SMALL FRAME GLASS ELEMENT, SEMI -RECESSED, FAST RESPONSE PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL REMAINING AREAS WITH LAY -IN CEILINGS UNLESS OTHERWISE NOTED. TEMPERATURE RATING OF SPRINKLERS SHALT_ BE 155' - 165'. SPRINKLERS TO BE VIKING MICROFAST MODEL M SERIES WITH MODEL E-1 ESCUTCHEON. C. FAST RESPONSE UPRIGHT PENDENT SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH NO CEILING. TEMPERATURE RATING IS TO BE 165' UNLESS CONDITIONS REQUIRE HIGHER TEMPERATURE. FINISH OF SPRINKLER TO BE ROUGH BRASS. SPRINKLER TO BE VIKING MICROFAST MODEL M. D. ALTERNATE ACCEPTABLE MANUFACTURERS WITH EQUIVALENT SPRINKLERS ARE AUTOMATIC, GRINNELL, GEM, AND RELIABLE. 5. ALL INTERIOR SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF APPLICABLE SECTIONS OF NFPA, AND THE OWNER'S UNDERWRITER. ALL PIPE, FITTINGS, VALVES, AND SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR WORKING PRESSURES AS REQUIRED BY SYSTEM DESIGN. 6, ALL PIPE, SUPPORTS AND HANGER ASSEMBLIES SHALL BE IN ACCORDANCE WITH NFPA-13 AND SHALL BE U.L. LISTED OR F.M. APPROVED. 7. WORK AND APPARATUS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH LATEST NFPA 13. IN FINISHED ROOMS, ALL SPRINKLER SYSTEM PIPING SHALL BE CONCEALED. 'THE AUTOMATIC SPRINKLER SYSTEM FOR THE SALES AREA SHALL BE DESIGNED TO PROVIDE A DENSITY OF .10 GPM OVER 1500 SQ. FT. AND A MAXIMUM OF 130 SQ. FT. HEAD SPACING. THE SPRINKLER SYSTEM FOR MECHANICAL AND STORAGE AREAS SHALL BE DESIGNED TO PROVIDE A DENSITY OF .15 GPM OVER 1500 SQ. FT AND A MAXIMUM OF 100 SQ. FT. HEAD SPACING. SPRINKLER HEADS LOCATED IN SHOW WINDOW SHALL BE RECESSED TYPE. ALL OTHER SPRINKLER HEADS LOCATED IN SALES AREA SHALL BE SEMI -RECESSED TYPE. 8. ALL SPRINKLERS IN SPACES VISIBLE TO PUBLIC VIEW SHALL BE LOCATED SYMMETRICALLY IN RELATION TO CEILING DESIGN ELEMENTS, LIGHTING FIXTURES, SPEAKERS, DIFFUSERS, ETC. ALL CEILING COMPONENTS ARE TO BE INDICATED ON THE SUBMITTAL DRAWINGS AS NOTED PREVIOUSLY TO INSURE COORDINATION WITH ALL CEILING ELEMENTS AND DEVICES. PIPING TO SPRINKLERS IN THESE AREAS IS TO BE PROVIDED WITH RETURN BENDS IF REQUIRED TO ALLOW FOR EXACT PLACEMENT. 9. SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT DIMENSIONS OF 2' X 4' TILES. 10. ALL FIRE PROTECTION WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA STANDARDS AND SHALL MEET THE APPROVAL OF THE OWNERS INSURANCE UNDERWRITER, AND LOCAL AUTHORITIES HAVING JURISDICTION. 11. FIRE PROTECTION SHOP DRAWINGS SHALL INCLUDE ALL DATA REQUIRED BY N.F.P.A. SECTION 13. SHOP DRAWING PLANS SHALL INDICATE ALL LIGHTS, GRILLES, SOFFITS, ALARMS, SPEAKERS AND OTHER CEILING COMPONENTS, AS WELL AS HYDRAULIC NODE POINTS, 'TO INSURE COORDINATION. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS 'TO AND SECURE APPROVAL OF THE OWNER'S UNDERWRITER, LOCAL AUTHORITY AND/OR STATE AUTHORITIES PRIOR TO SUBMISSON TO THE ENGINEER, THE CONTRACTOR SHALL NOT COMMENCE WORK, PURCHASE, OR PROVIDE ANY MATERIALS TO THE JOB SITE WITHOUT OBTAINING SHOP DRAWING APPROVAL FROM THE ABOVE AND THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COPIES OF ALL HYDRAULIC CALCULATIONS PROVIDING DESIGN DENSITIES, WHERE APPLICABLE. 12. ALL DESIGN DRAWINGS AND CALCULATIONS PREPARED BY THE FIRE PROTECTION SUBCONTRACTOR SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA OR EQUIVALENT FIRE SPRINKLER CONTRACTOR'S CERTIFICATE SEAL, 13. ALL FIRE PROTECTION DRAWINGS SUBMITTALS SHALL BE AT 1/8' SCALE AS A MINIMUM. ALL SUBMITTALS SHALL BE IN REPRODUCIBLE VELLUM OR MYLAR FORMAT ONLY SUBMITTALS OF MULTIPLE PRINTS WILL BE RETURNED WITHOUT REVIEW. 14. CONTRACTOR SHALL COORDINATE THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL FIRE PROTECTION EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. '15. ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 16. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE ' BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. 17. ALL SPRINKLER SYSTEMS SHALL BE DESIGNED TO 'THE AVAILABLE CITY WATER SUPPLY. CONTRACTOR SHALL HAVE CURRENT FLOW TEST PERFORMED PRIOR TO DESIGN. 18. ALL SPRINKLER SYSTEM RISERS SHALL INCLUDE AN ALARM CHECK VALVE, WATER MOTOR GONG, FLOW SWITCH, ETC. 19. HYDRAULIC CALCULATIONS SHALL INCLUDE AN ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS. 20. FIRE PROTECTION SUBCONTRACTOR SHALL FURNISH AND INSTALL 2A RATED 10 LB. FIRE EXTINGUISHERS FOR EVERY 3000 SQ. FT. OF FLOOR AREA. EXTINGUISHERS SHALL BE LOCATED -TO MINIMIZE TRAVEL DISTANCE TO 75 FEET. 21. ALL MAJOR VALVES SHALL HAVE U.L. LISTED SUPERVISORY SWITCHES COMPATIBLE WITH THE VWNERS CENTRAL ALARM SYSTEM. WIRING OF THE SWITCHES SHAI ' 22. GROOVED (VICTAULIC) COUPLINGS SHALL NOT BE USED OVER OR SWITCHGEAR, PANELS, TRANSFORMERS, ETC. 23, ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN MINIMUM INDICATED ON ARCHITECTURAL DRAWINGS. 1111\VJI VL.VVI\ 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 -CD- CD CONDENSATE DRAIN -�}-- CV CHECK VALVE - - - CW COLD WATER PIPING c DN PIPING TURNING DOWN O�- FD FLOOR DRAIN GV GATE/BALL VALVE H.C. HANDICAPPED ---- HW HOT WATER PIPING a --- 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 -+�i-- --- UNION C- UP PIPING 'TURNING UP -------- V VENT PIPING VTR VENT THRU ROOF tF - WCO WALL CLEANOUT C WH/NFWH WALL HYDRANT/NON-FREEZE WALL HYDRANT DRAWING INDEX SHEET NO. TITLE SCALE GPO. 1 LEGENDS, NO -TES, AND SCHEDULES NO SCALE GP1.1 TENANT FIT OUT FLOOR PLAN - PLUMBING 1/8" GP1.2 ENLARGED PLANS AND ISOMETRICS 1/4" FULL SIZE BY PASS NORMALLY CLOSED 2" OUT TO SYSTEM PRV-2 SEE SCHEDULE PRESSURE GAUGE (TYP.) UNION (TYP.) PRV-1 SEE SCHEDULE STRAINER (TYP.) NOTE: THIS DETAIL APPLIES ONLY IF THE WATER PRESSURE AT THE SERVICE ENTRANCE EXCEEDS 80 PSI. I 1 PHILLIPS 00--d" -Mow. P A RT N E R S H I P Architecture • Interior Design . Planning "­ 770,394.1616 770.394.1314 CONSULTANT Jordan & Skala Engineers, Inc. Project Number - "0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (7747-5547 FAX (770)446-0262 EIIAAAAII0)4IL. jse®jordanskala.com COPYRIGHT 0 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT. UPFIT This document is Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project us indicated below. All rights reserved. This Jocurnent may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Q- ram•. PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER a v SANFORD, FLORIDA CLIENT ggM. s 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 DACE 05/ 14/04 DRAWN BY/CHECKED BY JMW/RF DRAWING TITLE LEGENDS, NOTES, & SCHEDULES ELECTRIC WATER HEATER MOUNTING DETAIL. FIRE SERVICE ENTRANCE DETAIL- GPO.1,)SCALE: N.T.S. GPO. 1 SCALE: N.T.S. GPO. DOMESTIC WATER SERVICE ENTRY DETAIL SCALE: N.T.S. REVISION # 28 SUMMARY A. ADDED SHEET SHEET NUMBER �-- GPO 01 1 RESTROOM 4"Vl•R 4"S B/G & UP - CAPPED A/F FOR FUTURE USE I.E. 50, 67' ;--- 4" An 3/4"CW A/C & DIN TO NFWH — i'�` ro<, a \ 'K 2" DOMESTIC SERyICE B/G — & UP W/ ME .E & RPBP 6"F B/F & UP W/ — BACKFLOW PREVENTOR INSTALLED IN VERTICAL. 17 4"F TO FDC 2— \ 0 F )" ?�It (.. .................. ----------- ---- 1/2"I .................................--------- ' 3/4° _ ----- iE;EI FF—LI. 771, } 01 n:rG'1"i I 2" c i, "T1 >1•Ff � •'i ' ` I I Ii� F 1 i j-- t r— -- i::5' ( ii$ ai I'J uy I : E•••- , r;:`1 '•, 1 E T`1' ::J . ... ....fI TL I: I \ E CHE , . .J t� i I 1' 1 r E ..;. I ( I II I t t I r , y J � II '\ _---J L _—J........................................................................................... ............ . ... ................ ...................... . ........ 1 y iI :sE • I — . _ i— •_"�•.at-.......; "Till E r.................................................-...............J _j � \1 .... �♦�, ± _ i• �` I, _...._... ............ i . .................................. L.. ...................................... �. ............ o� £ , wi I f:E' .. E. ....................... ._-------------- ---........... ..................... ......... ............. ................ ..... --..................... ........................ _....,..... : 3 ;± :\ T=� _-E \ I ....... I I .:r:s•P� rn•ta ...................:............................................ •_:.-..............................:................. i TENANT FIT OUT FLOOR PLAN SCALE: 1/8" = 10-0" A(:),.IA;_>I:.NT _. ENANT r E n K— I r...•T... I j :l is f.::.,^.,......1 f.......• f cr::s; ..... ........................ .. ........................_...... - .. ................................ ...... ....................... ....... ............................. \ .:... ..... ........ ....................................... ..... ........................... ............ In ...... j j \ , 1 i't{............................... .......... ....... ...... . 1 I j1• � 1.............. ... x........... .... . ... ...... ` I ; ...................... i) F Jj ! I i ? _ I I" ' .1 .r t1P' j I.... Till, n I E L_._• mint, i ................. .................:...:......... ....... - .. ! y. \ . I. yid I ! ± ! r .i j ! I....i L±± L _`J ii-!S•?a , ELI.........................._J ....::.. w........1:.....................:::::........::.::r..-....-..............::...........,.,1.:.... \. PLUMBING i ;1CJe; ! 1 1 ......... _ !! 1 ............ ....... ............................... ....... ,.. ` ................._....... l�. f! ... ... _.............................. ....... ............................... ....... .....................................E REVISION # 28 SUMMARY A. ADDED TENANT FIT -UP CRITERIA REVISION # 17 SUMMARY A. REVISED PLAN TO MEET TENANT CRITERIA REVISION # 13 SUMMARY A. OMITTED GAS PIPING REVISION # 9 SUMMARY A. REVISED PIPING PER FLOOR PLAN CHANGES REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS .ow-01"I'm — P A R T N E R S H I P Architecture o Interior Design - Planning t 770.3943616 770.394.1314 CONSULTANT Jordan & Skala Engineers, Inc. (� Project Number - 0410070 �l 5365 OAK DROOK PARKWAY, NORCROSS, GA 30093 PHONE (T/0)447-5547 FAX (770)448-0262 EMMAAl1L: jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS -- # DATE DESCRIPTION 05 06/01/04 MEP COORDINATION �g 07/08/04 SHOE CARNIVALIDRESS BARN CHANGE Q 07/26/04 Misc. VIE Items 0 07/26/04 MEP SHELL REVISIONS 09/17/04 ` DRESS BARN INT. UPFIT —_ This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project us indicated below. All 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 3* SANFORD, FLORIDA CLIENT ME fa ,� C"'C^a• ^b^'SS � NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY JMW/RF DRAWING TITLE TENANT FIT OUT FLOOR PLAN PLUMING SHEET NUMBER GP=1 ■ 4"V UP & VTR P I H: 4"S, 2"V, 4" S B/G ® 1 I.E. 50.67' 3"FD "G" W/ TF 3°W, 2"V (TYP.2 P2WH: 2"W, 2"V P8B: 2"W 2"V, ,, ENLARGED RESTROOM PLAN SCALE: 1 /4"=1'-0" EWH-1: 3/4" INLET/OuTLE>-, MOUNTED ABOVE MOP SINK, RUN T&P FULL SIZE TO MOP SINK 1/2"HW/CW A/C & DN P4: 3" N, 2"V, 1/2"HW/CW 1 1/2-CW A/C, SEE GP1.1 FOR CONT. SANITARY ISOMETRIC SCALE: N.T.S ,I /� I 1 /2" 3/4" 3/4„ I 1 /2" WH MOP � II tJtVJJ 3/4n SINK 3/4" \ 1 1/2„ 1 1 /2" 3/4" SA "B» WC 1" I WC I \ 1 1 /2"I 13/4" LAV 3/4" LAV VX-1 1/2" 1/2" \ �b ' WATER COOLER DOMESTIC WATER ISOMETRIC SCALE: N.T.S PHILLIPS P A R T N E R S H I P Architecture - Interior Design 9 Planning 770.394.1616 F 770.394.1314 CONSULTANT Jordan & Skala Engineers, Inc. Project Number • W0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMMA IL jse®jordanskela.corn —_ COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT. UPFIT This document is p Phillips Partnarship, 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 T PROJECT THE MARKETPLACE AT SEMINIOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 14 1-0 i �• NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY JMW/RF DRAWING TITLE ENALRGED FLANS & ISOMETRICS OF REVISION # 28 SUMMARY A. ADDED SHEET SHEET NUMBER �- GP-1.2 PANELBOARD SCHEDULE - A O MAINS: 225A MLO VOLTAGE: 208/120 PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE AIC: 22,000 NOTES:. CKT # 1 TRIP --""DESCRIPTION POLE LOAD(KVA) PHASE A B C LOAD(KVA) DESCRIPTION TRIP POLE CKT # LTG RCPT MTR A/C HTG KIT MISC MISC KIT HTG A/C I MTR RCPJ LTG 1 2U/1 NIGHT EMERG. LIGHTING 0.5 1.8 LIGHTING 20/1 2 3 20/1 LIGHTING 1.8 1.8 LIGHTING 20/1 4 .- •.•••.•• ................I... �••-- � F .......t..... 1 _..;... I --�-�- ....... 5 20/1 LIGHTING 1.6 0.1 LIGHTING 20/1 6 7 20/1 LIGHTING 0.2 . 0.7 LIGHTING 20/1 8 9 20/1 LIGHTING 0.6 0.5 0.3 RESTROOM LIGHT FAN 20/1 10 11 SPACE _.... SPACE 12 13 SPACE SPACE 14 15 • SPACE _ • SPACE 16 17 _ SPACE SPACE 18i 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE- SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACE SPACE 38 39 SPACE - SPACE 40 41 SPACE SPACE 42 LIGHTING: 9.4 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 4.7 TOTAL CONNECTED LOAD: 9.9 RECEPTACLES: 0.0 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 9.9 MOTORS: 0.5 PHASE A 3.2 26.7 A/C: 0.0 PHASE B 5.0 41.7 CONNECTED LOAD (AMPERES): 27.5 HEATING: 0.0 PHASE C 1.7 14.2 DEMAND LOAD (AMPERES): 27.5 KITCHEN: 0.0 KVA I AMPS MISCELLANEOUS: p•p I MIN. PANEL AMPACITY: 34.0 O PROVIDED WITH SHELL BUILDING PACKAGE DISTRIBUTION PANELBOARD - MDP O MAINS:800A I VOLTAGE:208/120 PHASE:3 1 WIRE:4 1 AIC:65,000 CKT # CIRCUIT BREAKER FRAME TRIP 1POLE DESCRIPTION LOAD(KVA) CONNECTED LOAD KVA DEMAND LOAD KVA LTG RCPT MTR A/C HTG KIT MISC 1 1OOA 60A 3 RTU-1 3.9 12.0 15.9 15.9 2 100A 60A 3 RTU-2 3.9 12.0 15.9 15.9 3 100A 80A 3 RTU-3 3.9 15.8 19.7 19.7 4 100A 80A 3 RTU-4 3.9 15.8 19.7 19.7 5 60A 30 3 EDH-1 7.5 7.5 7.5 6 60A 20A 3 EDH-2 4.0 4.0 4.0 7 225A 225A 3 PANEL A 9.4 0.5 9.9 9.9 8 225A 225A 3 PANEL B 3.0 5.1 3.0 11.1 11.1 9 225A 225A 3 PANEL C 10 100A SPACE 12.4 5.1 16.1 0.0 70.1 0.0 0.0 TOTAL CONNECTED LOAD (KVA):103.7 CONNECTED LOAD (AMPERES): 288.1 TOTAL DEMAND LOAD (KVA): 103.7 DEMAND LOAD (AMPERES): 288.1 NOTES: MIN. PANEL AMPACITY: 296.7 (])PROVIDED WITH SHELL BUILDING PACKAGE PANELBOARD SCHEDULE - B O MAINS: 225A MLO VOLTAGE:208/120 1 PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE AIC: 22,000 NOTES: . CKT # TRIP POLE DESCRIPTION LOAD(KVA) PHASE A B C LOAD(KVA) DESCRIPTION TRIP POLE CKT # LTG CPTMTR A/C HTG KIT MISC MISC KIT HTG A/C MTR RCP LTG 1 20/1 LIGHTING CONTROL ` a- 4 - ... .......g........ - E 0.4 DOOR BUZZER 20/1 2 3 20/1 RECEPTACLES 10.4 0.4 RECEPTACLES 20/1 4 5 20/1 RECEPTACLES 0.4 0.4 COMPUTER AND STEREO 20/1 6 7 20/1 RECEPTACLES 0.4 _ 3.0 EWH 35/1 8 9 20/1 RTU RECEPTACLES 0.7 0.4 RECEPTACLES 20/1 10 11 20/1 RECEPTACLES 0.4 0.4 RECEPTACLES 20/1 12 13 20/1 RECEPTACLES 0.4 0A RECEPTACLES 20/1 14 15 SPACE 1.5 SIGNAGE 20/1 16 17 20/1 SIGNAGE 1.5TIT SPACE 18 19 SPACE SPACE 20 21 SPACE- SPACE 22 23 SPACE . _ SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE _ 28 4-SPACE I I Q - TF 29 SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE - SPACE 42 LIGHTING: 3.0 1.5 2.7 0.0 0.0 10.0 10.0 10.0 0.0 0.0 3.0 0.0 0.0 2.4 1.5 TOTAL CONNECTED LOAD: 11.1 RECEPTACLES: 5.1 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 11.1 MOTORS: 0•0 PHASE A 4.6 38.3 A/C: 0.0 PHASE B 3.4 28.3 CONNECTED LOAD (AMPERES): 30.8 HEATING: 3.0 PHASE C 3.1 25.8 DEMAND .LOAD (AMPERES): 30.8 KITCHEN: 0.0 KVA AMPS MISCELLANEOUS: 0.0 1 MIN. PANEL AMPACITY: 32.9 O PROVIDED WITH SHELL BUILDING PACKAGE PANELBOARD SCHEDULE - CO MAINS: 225A MLO VOLTAGE:208/120 PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE I AIC: 22,000 NOTES:. CKT # TRIP, --"DESCRIPTION POLE LOAD(KVA) PHASE A B C LOAD(KVA) I DESCRIPTION TRIP POLE CKT # LTG JRCPT MTR A/C HTG KIT MISC MISC KIT HTG A/C MTR RCP LTG I 1 SPACE .-. ............... 4 I ...... ... SPACE 2 3 SPACE SPACE ' 4 5 SPACE SPACE 6 7 SPACE SPACE _ 8 9 SPACE SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACE-� SPACE _ 16 17 SPACE _ SPACE 18 19 SPACE SPACE 20 21 SPACE . SPACE _ 22 23 SPACE . SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 '� ����� - ����� 29 SPACE SPACE 30 31 SPACE SPACE _ - 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACE SPACE 38 39 SPACE �� • SPACE 40 41 SPACE SPACE 42 LIGHTING: 0.0 0.0 10.0 10.0 0.0 10.0 0.0 10.0 0.0 LO.0 U.0 0.0 0.0 10.0 0.0 TOTAL CONNECTED LOAD: 0.0 RECEPTACLES: 0.0 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 0.0 MOTORS: 0.0 PHASE A 0.0 0.0 A/C: 0.0 PHASE B 0.0 0.0 CONNECTED LOAD (AMPERES): 0.0 HEATING: 0.0 PHASE C 0.0 0.0 DEMAND LOAD (AMPERES): 0.0 KITCHEN: 0.0 KVA AMPS MISCELLANEOUS: 0.0 MIN. PANEL AMPACITY: 0.0 11) PROVIDED WITH SHELL BUILDING PACKAGE ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION HEIGHT 0 DIMMER SWITCH (NOTE L-3) 48" $ SINGLE POLE SINGLE THROW TOGGLE SWITCH (NOTE L-3) 48" $3 THREE WAY TOGGLE SWITCH (NOTE L-3) 48" IM MOTOR RATED SWITCH 9WP WEATHERPROOF DUPLEX RECEPTACLE OUTLET (NOTE L-3) 18" /0 DOUBLE DUPLEX RECEPTACLE OUTLET WALL/ABOVE COUNTER MOUNTED (NOTE L-3) 1800/43" �GFIGFI G.F.C.I. DUPLEX RECEPTACLE OUTLET WALL/ABOVE COUNTER MOUNTED (NOTE L-3) 18"/43" SPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION TO MATCH PLUG. (NOTE L-3) 18" m Tf SPLIT WIRED DUPLEX RECEPTACLE. ONE RECEPTACLE SHALL BE SWITCHED AS (NOTE L-3) SHOWN ON PLANS. 18" DUPLEX RECEPTACLE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-3)/FLOOR MOUNTED 18"/43" �D DUPLEX RECEPTACLE OUTLET, CEILING MOUNTED X-t,3,5 ARROWHEAD INDICATES HOMERUN. X-1,3,5 ADJACENT TO HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X CIRCUIT NUMBERS 1,3, AND 5. 3 5 INDICATES CIRCUIT CONTINUATION OF CIRCUITS 3 AND 5 OF PANEL X. MARKS ACROSS RACEWAY SYMBOLS INDICATE THE NUMBER OF #12 CONDUCTORS, UNLESS OTHERWISE NOTED. NO MARKS INDICATES TWO #12 CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORS ARE NOT INDICATED BY MARKS RACEWAY/CABLE INSTALLED CONCEALED IN WALL AND/OR ABOVE CEILING RACEWAY INSTALLED CONCEALED UNDERSLAB RACEWAY/CABLE INSTALLED CONCEALED IN WALL AND/OR ABOVE CEILING - EMERGENCY CIRCUIT RACEWAY INSTALLED EXPOSED GROUND If FLEXIBLE RACEWAY (6'-0" MAX LENGTH) 04 ] JUNCTION BOX, CEILING/WALL/FLOOR MOUNTED [O OUTLET AND FLUORESCENT LIGHT FIXTURE - OVERHEAD MOUNTED OUTLET AND EMERGENCY FLUORESCENT LIGHT FIXTURE - OVERHEAD MOUNTED 0/2 OUTLET AND LIGHT FIXTURE - OVERHEAD/WALL MOUNTED / ! OUTLET AND EMERGENCY LIGHT FIXTURE - OVERHEAD/WALL MOUNTED OUTLET AND EXIT LIGHT FIXTURE, CEILING/WALL MOUNTED. PROVIDE ARROWS AS INDICATED ON DRAWINGS A A OUTLET AND EGRESS AND/OR EMERGENCY LIGHT FIXTURE PANELBOARD MOUNTED RECESSED IN WALL ® PANELBOARD MOUNTED ON WALL MOTOR �60 3 3R NONFUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE �60 3 3R 40 FUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE/FUSE RATING at/0 -TELEVISION OUTLET WALL MOUNTED (NOTE L-3)/FLOOR MOUNTED 18" OQ SMOKE DETECTOR 10 FIRE ALARM MANUAL PULL STATION (NOTE L-•3) 48" 11< COMBINATION FIRE ALARM HORN/SPEAKER (AS REQUIRED) WITH VISUAL DEVICE L-1 © FIRE ALARM VISUAL DEVICE L-1 01 FIRE ALARM HORN/SPEAKER (AS REQUIRED) L-1 HO FIRE ALARM CONNECTION TO SMOKE/FIRE DOOR HOLD -OPEN DEVICE OO FIRE SUPPRESSION SYSTEM FLOW SWITCH O FIRE SUPPRESSION SYSTEM TAMPER SWITCH TELEPHONE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-2, L-3)/FLOOR MOUNTED 18"/43" © COMBINATION TELEPHONE/DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-2, L-3)/FLOOR 18"/43" M I DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-2, L-3)/FLOOR MOUNTED 18"/43" LEGEND NOTES L-1 FIRE ALARM VISUAL DEVICES SHALL BE WALL -MOUNTED 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. AUDIBLE ONLY DEVICES SHALL BE WALL -MOUNTED AT NOT LESS THAN 90" AFF AND NOT LESS THAN 6" BELOW CEILING. L-2 STUB 3/4" CONDUIT 6" ABOVE CEILING AND TERMINATE WITH NYLON GROMMET. L -3 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. ELECTRICAL GENERAL NOTES G1 ALL EMERGENCY CIRCUITS SERVING NIGHT/EMERGENCY LIGHTING SHALL BE MINIMUM #10 AWG CONDUCTORS FOR THE ENTIRE CIRCUIT FOR 120 VOLT CIRCUITS OVER 100 FEET, AND 277 VOLT CIRCUITS OVER 200 FEET. G2 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOMERUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. 03 REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS WHICH REQUIRE ELECTRICAL SERVICE. G4 CAPITAL LETTER BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE SELECTION. 05 EQUIPMENT GROUNDING CONDUCTORS ARE TO BE INCLUDED IN ALL RACEWAYS. G6 REFER TO SPRINKLER FIRE PROTECTION SHOP DRAWINGS FOR ALL FLOW AND TAMPER SWITCH LOCATIONS AND CONNECTIONS FOR THE FIRE ALARM SYSTEM. G7 REFER TO ARCHITECTURAL DOOR SCHEDULES FOR DOORS REQUIRING FIRE ALARM SYSTEM INTERFACE AND SMOKE OPERATION. P H I L L I P P A R T N E R S H I P Architecture . Interior Design • Planning 1110- 770.394.161 770.394.i314 CONSULTANT Jordan & Skala Engineers, Inc, Project Number • 0410070 71 5365 OAKBROOK PARKWAY, NORCROSS, CA 30093 PHONE (7E 447-5547 FAX (770)448-026.2 171 MAIU jse®jordanskala.com COPYRIGHT 0 2004 JORDAN do SKkA ENGINEERS INC. SEAL Q REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT. 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 consont of Phillips Partnership, PC. TENANT PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER A* SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA •1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AVVO/CCJ DRAWING TITLE PANEL SCHEDULES LEGENDS ONE -LINE SHEET NUMBER REVISION # 28 SUMMARY A. ADDED TENANT FIT' -UP CRITERIA 2.1 SCALE: 1/8" a V-0" REVISION # 28 SUMMARY A. ADDED TENANT FIT -UP CRITERIA PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning R— 770.3943616 770.3941314 J ....................................... .......... q : I""................................1 CONSULTANT ;3 Jordan & Skala Engineers, Inc. Project Number - 0410070 �3 5365 OAKBROOK PARKWAY � �AXNC(RCROS4S8—A 30093 PHONE (770 47_554� 170)4 0262 MIL: 1se0jordan3kela.com 171 COPYRIGHT 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT, UPFIT This dQQurnont it; (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 q­4 02'sBA J 11 = M- 0 •RN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 001 caz ii 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 BVCHECKED BY TWO/CCJ DRAWING TITLE TENANT FIT OUT LIGHTING SHEET NUMBER GE2ml 9000 CEN7AL'PARK �V�ST: O'SUITE460 w PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning 770.394.1616 770.394.1314 RF RE III ARB E F H A ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc, Project Number - W0070 5365 OAKBROOK PARKWAY, NORCROSS, CA 30093 PHONE (770)447-5547 FAX (770)448-0262 [73EMAIL: jse®jordanskolo.com COPYRIGHT © 20G4 JORDAN do SKALA ENGINEERS INC. SEAL b REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT This document is0 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project us indicated below. All rights reserved. This docurent may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT ol DISC " R' E Sz, 55 1 Rk' 3-1i; /xi R N 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER v v SANFORD, FLORIDA CLIENT alb iv— ;N X NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER .'J' `enr'�'„1 ISSUE 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE TENANT FIT OUT POWER SHEET NUMBER GE2.2 REVISION # 28 SUMMARY A. ADDED TENANT FIT -UP CRITERIA F .= _-- � � `