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HomeMy WebLinkAbout1901 WP Ball Blvd 05-406 Revision Ritz Camera, 04-2565 Remodel Dress BarnM W W)- WN "oA,� ,,, WA 12 EVISIONS PERMIT # 0 t� - t\U �o ADDRESS DATE Il _2!-l_o CONTRACTOR PH /# �o-sv_- Z�� FAX # DESORRITION OF REVISI N: Ct1,an�- -� � �iz�3 UTILITIES FIRE fzl m 0 1 ME I Tolorl a CIiYOf S/IPJF"��IJ NOV ?51004 �' E CEI VED '' . WHITE BOX CONSTRUCTION CRITERIA (SUBJECT TO MINOR REVISION, PLEASE REFER TO LANDLORD'S DRAWINGS) SHELL CONSTRUCTION CRITERIA ,-^" - GRAB BARS TO MEET ADA AND HANICAP 6'-5" CODES DRINKING FOUNTAIN - SEE PLUMBING DRAWINGS REFER TO DOOR SCHEDULE `~ 1 FOR TYPICAL DOOR & - R3 HARDWARE, SHEET RA-7.1 l ,z� B2 LAVATORY'NI 18" x 36' RESTROOM NOTES: WALL HUNG MIRROR, TYP ZECESSED DOWNLIGHT ABOVE, 1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL_ YP. ENLARGED RESTROOM PLAN COMPLY WITH LOCAL HANDICAP CODES AND ADA. 6 A 1.1 SCALE: 114"=V-0" 2. USE SAME LAVATORY SPACING & TOILET SPACING FOR RESTROOMS WITH DIFFERENT CONFIGURATIONS. 3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATION::;. 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES S4IALL BE INSULATED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF 12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK WHERE REQUIRED. NOTE: DIMENSIONS ARE TO FACE OF STUD U.N.O. PROVIDE PAPER HOLDER & MIRROR FOR EACH TOILET ROOM NORTH NORTH 1 WHITE BOX FLOOR PLAN 2 REFLECTED CEILING PLAN A-1.1 SCALE: 118"=1'4' A-1.1 SCALE: 1I8"=V.0" aN VENTED Q WALL Cr, i0 TOILET PAPER DISPENSER 3 RESTROOM ELEV. - SIDEWALL A 1.1 SCALE: 1/4"=V-0" NOTE: DIMENSIONS ARE TO WALL FINISH U,N.O. NOTE: EACH DOOR SHALL BE LABELED WITH RESPECTIVE SHOP NUMBERS (TYP. AT ALL REAR DOORS.) 7 NOT USED A 1,1 SCALE: 114"=V-0" 36" GRAB BAR - 2' X 4' ACOUSTICAL LAY -IN - - - CEILING - - 18"W x 30"H (2lcs) MIRROR ' CENTERED ABOVE LAVATORY - STAINLESS STEEL FRAME 1'-6" - U o _T T o <<J t M n m t-. CV CV O J T- 12" X 12" ACCESS _ V-3" LAVATORY PANEL CLEARANCE (-4-� RESTROOM ELEV. - PLUMBING WALL SCALE: 114'=V-0" NOT USED A-1.1 SCALE: 1l4"=1'-0" 18"N x 30'H (2/cs) MIRROR CENTERED ABOVE LAVATORY - STAINLESS STEEL FRAME Z X 4' ACOUSTICAL LAY -IN X CEILING 4 zo L- 4" VINYL 1'-fi" BASE R STROOM ELEV. - SIDEWALL 43 A 1.1 SCALE: 114"=V-0" 9 FRONT DOOR DETAIL A 1.1 SCALE: 114"=1'-0' INTERIOR 1. FLUORESCENT 2'X2' LIGHT FIXTURES, CONTROLLED VIA WALL MOUNTED SWITCHES LOCATED IN TENANTS STOCK ROOM. FIXTURES MANUFACTURED BY MERCURY LIGHTING, CATALOG #54EAH 240 BIAX 9, WITH TWO F40Tr5-841 BIAX BULBS, WITH 9 CELL, 3" DEEP PARABOLIC ALUMINUM LOUVER WITH ELECTRONIC BALLAST. LIGHTING DESIGN TO PROVIDE FOR ONE LIGHT FIXTURE FOR EVERY 55 SQUARE FEET OF RETAIL AREA OF THE PREMISES. LANDLORD SHALL ALSO PROVIDE STRIP FLUORESCENT FIXTURES IN THE STOCK ROOM / STORAGE AREA TO MEET THE SAME DESIGN LIGHT OUTPUT. 2. ALL NECESSARY INTERIOR ELECTRICAL DISTRIBUTION EQUIPMENT. IN ADDITION TO THE BREAKERS FOR THE LANDLORD'S WORK AS DESCRIBED IN THE DOCUMENT, THE TENANT WILL NEED SPACE IN THE 120/208 VOLT PANEL(S) FOR THE FOLLOWING BREAKERS: 3 - 40 AMP 2 POLE BREAKERS FOR PHOTO PROCESS EQUIPMENT 1 - 20 AMP SINGLE POLE BREAKER FOR DIGITAL PRINT MACHINE 1 - 20 AMP SINGLE POLE BREAKER FOR EXHAUST FAN 2 - 20 AMP SINGLE POLE BREAKERS FOR SILVER RECOVERY AND AIR COMPRESSOR 1 - 20 AMP SINGLE POLE BREAKER FOR TELEPHONE BOARD AND PATCH PANEL 1 - 20 AMP SINGLE POLE BREAKER FOR PROCESSING AREA EXHAUST FAN 2 - 20 AMP SINGLE POLE BREAKERS FOR POINT OF SALES EQUIPMENT 5 - 20 AMP SINGLE POLE BREAKERS FOR TRACK LIGHTING 1 - 20 AMP SINGLE POLE BREAKER FOR FLOORCASE BASE AND WALLCASE LIGHTING 2 - 20 AMP SINGLE POLE BREAKERS FOR FLOORCASE BASE RECEPTACLES 1 - 20 AMP SINGLE POLE BREAKER FOR PLUGMOLD STRIP AT PRINTER/SCANNER TABLE 1 - 20 AMP SINGLE POLE BREAKER FOR PROCESSING WORK COUTER RECEPTACLES 1 - 20 AMP SINGLE POLE BREAKER FOR PROCESSING EQUIPMENT UTILITY RECEPTACLES 1 - 20 AMP SINGLE POLE BREAKER FOR WATER HEATER 1 - 20 AMP SINGLE POLE BREAKER FOR RECESSED LIGHTING AT STOREFRONT 4 - 20 AMP SINGLE POLE BREAKERS FOR SPARE CAPACITY 3. ALL NECESSARY EMERGENCY LIGHTS AND EXIT SIGNS REQUIRED BY CODE. 4. INTERIOR DUPLEX OUTLETS TO THE RATIO OF 1 FOR EACH 12 FEET OF WALL. WALL TYPES B1 3-5/8", 25 GAUGE DRY WALL METAL STUDS AT 16"o.c. TO 6" ABOVE CLG, WITH 1 LAYER OF 5/8" GYP. BD. EACH SIDE, MOISTURE RESISTANT AT TOILET INTERIOR ONLY. B2 1" METAL FURRING CHANNELS @ 24" O.C. W/ 1" RIGID INSULATION (R-5 MIN) AND 1/2" GYP. BOARD OVER TILT -UP PANEL. B3 6", 25 GAUGE METAL STUDS @ 16" O.C. WITH BATT INSULATION (R-11 MIN) AND (2) LAYERS OF 5/8" TYPE W GYP BOARD @ THE INTERIOR FACE. R1 ONE -HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS @ 16" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE'X' (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY, UL DESIGN NO. U465, ONE -HOUR RATED PARTITION EXTENDED TO DECK ABOVE R2 AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS @ 12" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465, R3 ONE -HOUR RATED PARTITION EXTENDED TO DECK ABOVE AND CONSTRUCT WITH 6", 25 GAUGE DRY WALL METAL STUDS AT 16" O.0 WITH BATT INSULATION AND 5/8", TYPE 'X'(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT @ TOILET INTERIOR ONLY. E4 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE AND CONSTRUCT WITH 6", 25 GAUGE DRY WALL METAL STUDS AT WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK R5 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS AT 16" O.C. WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE W (FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK FINISHES SCHEDULE KEY MATERIAL MANUFACTURER SPECIFICATIONS W-1 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT U-2 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT = CC-1 UNSEALED CONCRETE BROOM CLEAN ACT-1 CEILING TILEJORID ARMSTRONG FISSURED #7561 X2 CEILING TILE/73OUSERIES: WHITE `� GS .EXPOS STRUCTURE r, NO WISH _ r NOTES: 1. ALL FLOORING IS TO BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN PROCEDURES. 2. ALL NEW AND OR EXISTING SURFACES SHALL BE PREPARED AS REQUIRED TO RECEIVE NEW FINISHES. a. CONTRACTOR TO PROVIDE TRANSITION STRIPS AT ALL CHANGES BETWEEN DIFFERENT FLOOR TYPES. 4. CONTRACTOR TO INSTALL ONLY'CUT' ACT. ALL OTHER ACT TO BE SUPPLIED AND STORED IN SPACE FOR INSTALLATION BY TENANT. CONTRACTOR SHALL SUBMIT SAMPLES TO ARCHITECT AND RECEIVE WRITTEN APPROVAL BEFORE INSTALLATION. DOOR SCHEDULE DOOR FRAME REMARKS PROVIDED BY INSTALL SIZE (W x H x T) MATERIAL MATERIAL TF RUSH- MARK c c. WN L.K. c.c. T-O" X 7'-0" TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. 1 R✓ STORE FRONT (SHELL SCOPE) (2) 3'-0" X 7'-0" TEMPERED GLASS, ALUM. ALUM. USED AT MAIN ENTRANCE ONLY. STORE FRONT (SHELL SCOPE) 03 3'-0"x 7'-0" HOLLOW CORE WOOD TO BE PAINTED USED AT RESTROOM AND V/ V/ WOOD OFFICE. O 3'-0" X 7'-U" HOLLOW CORE METAL TO BE `- HOLLOW METAL ALUM. USED AT BACK OF -THE STORE ONLY. PAINTED TO BE PAINTED (SHELL SCOPE) HARDWARE SCHEDULE MARK PROVIDED BY INSTALL ec. DESCRIPTION UWNR L.K.G.G. ENTRY LOCK. REKEY AS REQUIRED BY TENANT. v ✓ ✓ ✓ IF NEW IS REQUIRED, PROVIDE: \!� CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH. ENTRY LOCK. REKEY AS REQUIRED BY TENANT. R ✓ ✓ ✓ IF NEW IS REQUIRED, PROVIDE: CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH, 3 1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP. / PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT INTERIOR, LOCKSET W/ ADA LEVER GENERAL CONSTRUCTION 1. CONCRETE FLOOR SLAB MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL SHELL CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1, CONCRETE FLOOR SLAB A) 4" - 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER TURN DOWN SLAB AT FRONT WALL UNFILLED EXPANSION CONTROL JOINTS UNSEALED, EXPOSED CONCRETE (BROOM CLEAN) LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED 2. CONCRETE SIDEWALK A) 4" - 3,000 PSI CONCRETE NO WIRE MESH TOOLED JOINTS WITH 2" TROWEL 3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES. 4. STOREFRONT B) ONE SINGLE DOOR T-0" X T-0", UNLESS NOTED OTHERWISE ON THE LANDLORD'S DRAWINGS) ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE LANDLORD'S DRAWINGS) 9'- 0" HIGH W/ A 2'-O" TRANSOM AT 10'-0" AFF, OR AS NOTED DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS) STOREFRONT" DOOR WITH STANDARD HARDWARE AND CLOSURE, NO EXTERIOR HARDWARE KEYED FOR MASTER KEY TO FRONT AND REAR DOOR 5. REAR DOORS C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS. TX T H.M. DOOR AND FRAME, DRIP AND WEATHER-STRIP STANDARD HARDWARE (PER LOCAL CODE) WITH CLOSER KEYED FOR MASTER KEYING (FRONT AND REAR DOOR) PAINT ON BOTH SIDES OF THE DOOR 6. FRONT WALL ABOVE THE STOREFRONT D) 5/8" GYPSUM WALL BOARD TAPED AND PAINT READY TO DECK E) INSULATED WITH 3-1/2" BATT INSULATION, AS REQUIRED BY CODE ROOFING SHEET METAL 1. 45 MIL TPO SINGLE -PLY, WITH 60 MIL VERTICAL FLASHING AND R-15 RIGID INSULATION, OR PER CODE. 15 YEAR WARRANTY. 2. GUTTER AND DOWNSPOUTS - FIELD PAINTED, GALVANIZED (UNLESS NOTED OTHERWISE IN THE LANDLORD'S DRAWINGS). PLUMBING/FIRE PROTECTION 1. SANITARY SEWER LATERALS STUBBED AND CAPPED 5" AFF INSIDE -THE SPACE AT REAR LEAVE -OUT (NO VENT). 2. DOMESTIC WATER LINE STUBBED INTO REAR OF EACH SPACE (OVERHEAD). 3. FIRE PROTECTION F) SPRINKLER SYSTEM, COMPLETE PER CODE AND NFPA REQUIREMENTS FOR "SHELL". G) SPRINKLER HEADS TURNED TO AN UPRIGHT POSITION H) FIRE RISERS WILL BE PROVIDED AT A LOCATION WITHIN ONE SPACE FOR EACH BUILDING. 1) SPRINKLER DESIGN/DISTRIBUTION TO BE COMPLETED BY THE SPRINKLER SUBCONTRACTOR, SUPPLY LINES SHOULD BE LOCATED WITHIN THE STRUCTURAL JOISTS, EXCEPT AREAS WHERE THE STRUCTURAL DESIGN CAN NOT ACCOMMODATE THE SPRINKLER LINES. SPRINKLER SYSTEM DISTRIBUTION LINES TO BE INSTALLED AT 13'-0" A.F.F. HVAC 1. ROOFTOP, UNITS WITH 7 TONS FIVAC FOR ENTIRE SHOP SPACE PLUS AN ADDITIONAL 5 TON UNIT FOR LAB ROOM (MAXIMUM SIZE PER UNIT- 6.25 TONS). CONTROL WIRING DROPPED INTO THE SPACE (UNLESS NOTED OTHERWISE ON LANDLORD'S DRAWINGS). 2. IF PROVIDED, GAS LINES ARE TO BE INSTALLED OUTSIDE OF THE SHOPS; THE LINES WILL BE SIZED TO SERVICE THE RTU UNITS, ONLY. THE LINES WILL BE INSTALLED FROM THE GAS METER LOCATION TO THE RTU UNITS (S). THE GAS LINES ARE NOT EXTENDED INTO THE SPACE OR SIZED TO ACCOMMODATE TENANT ITEMS. ELECTRICAL 1. CONDUIT FROM DISCONNECT FOR ELECTRICAL SERVICE, STUBBED 6" ABOVE FINISH FLOOR (CAPPED), ADJACENT TO REAR DOOR, FOR FUTURE PANEL, LOCATION SIZED FOR 200 AMP SERVICE OR GREATER (SEE LANDLORD'S DRAWINGS). 2. CONDUIT & PULL STRING FROM ANTICIPATED PANEL LOCATION TO EXTERIOR MOUNTED J-BOX AT CANOPY FOR CANOPY SIGNAGE. 3. CONDUIT AND PULL STRING FROM ANTICIPATED PANEL LOCATION TO DISCONNECT MOUNTED ON THE RTU (S) FOR EACH SPACE. 4. 1" TELEPHONE CONDUIT WITH PULL -STRING FROM CABINET TO SPACE, STUBBED 6" ABOVE FINISHED FLOOR. MARKETPLACE AT TOWNE CENTER SHOPPING CENTER SANFORD,FL _WHITE BOX CONSTRUCTION CRITERIA GENERAL CONSTRUCTION 1. DEMISING WALLS 1-],ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED WITH 3-5/8", 18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANTS SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 6" ABOVE CEILING. 3-5/8", 25 GAUGE METAL STUDS, AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE) GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK ABOVE. TAPE, SANDED AND PAINT READY TO 6" ABOVE CEILING ON WALLS ADJACENT TO MAJOR TENANTS. 7/8" METAL FURRING W/ 5/8" GYPSUM BOARD TO 6" ABOVE CEILING ON CONCRETE OR MASONRY WALL ADJACENT TO ANCHOR TENANTS. 2. REAR WALL A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W/ R-5 RIGID INSULATION AND 5/8" GYP. BOARD ON 1" Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF (FIRE TAPED TO DECK ABOVE). B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH MOISTURE RESISTANT GYPSUM BOARD ON 1" Z FURRING CHANNELS WITH 43 A MINIMUM R-5 RIGID INSULATION, PAINT READY TO 8"6" AFF. ,v' 3.-ACO,USTICAL,;CI_ILING , �� A) 2'0"X2'0" STANDARD GRID SYS-rEM, WITH 5/8" NON -DIRECTIONAL FISSURED, FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-O" AFF AT RESTROOM. 4.40IL'ET ROOMS A) TO' X 68" PREHUNG HOLLOW CORE UNIT WITH LEVER HANDLE HARDWARE (PRIMER PAINT). B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED. C) WALL HUNG 18"X30" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE LAVATORY. D) ONE TOILET PAPER HOLDER MOUNTED 1'5" TO 17' AFF PER TOILET. E) GRAB BARS PER CODE. F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF REQUIRED PER CODE. G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S DRAWINGS. H) TANK -TYPE STANDARD COMMODES. 1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE STRAINER AND INSULATED PIPE GUARDS. J) ONE EXHAUST FAN, PER RESTROOM. K) ONE LIGHT SWITCH PER RESTROOM. L) ONE (1) INCANDESCENT 100 WATT LIGHT FIXTURE, WALL MOUNTED AT 6" ABOVE THE VANITY MIRROR IN EACH RESTROOM. NOTE. ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS SHOWN ON THE FLOOR PLANS FOR THIS SPACE. PLUMBING/FIRE PROTECTION 1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED IN LANDLORD'S DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.) 2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE. 3. 10 GAL. ELECTRIC WATER HEATER. 11VAC 1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S). A) NON -DIRECTIONAL DIFFUSERS B) ONE RETURN AIR GRILL, PER RTU C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK DISTRIBUTION. 2. PROVIDE A STANDARD HEA-r/COOL THERMOSTAT MOUNTED 5'0" AFF IN RETAIL SPACE. ELECTRICAL 1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE. 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE NOTE., WIRE MAYBE COPPER OR ALUMINUM 2. OUTLETS WALL MOUNTED DUPLEX OUTLETS AT 12'0" O.C. ALONG SIDE WALLS, 15" AFF ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD. ONE (1) GFI OUTLET IN EACH RESTROOM. 3. LIGHTING A) TWO (2) 2'0" X 2'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1) FIXTURE, PER 75 SF FOR 80% FOR THE SPACE AND TWO (2) FIXTURE PER 200 SF FOR THE REMAINING 20% OF THE SPACE. B) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH). C) ONE (1) LIGHT SWITCH FOR EACH RESTROOM. 3. TELEPHONE PROVIDE 3/4" X 2'0" X 2'0" F.R.T. PLYWOOD BACKBOARD ON REAR WALL, AT -TELEPHONE CONDUIT LOCATION. REVISION # 38 SUMMARY A. SHEET ADDED REVISION # 34 SUMMARY PHILLIPS W-_050� ee� P A R T N E R S H I P Architecture - Interior Design •Planning Phone 770.394.1616 Fax 770.394.1314 RF RE K J I L" E F CF{RC A ANCHOR B C D CONSULTANT SEAL t REVISIONS # DATE DESCRIPTION ® 10/18/04 SHOPS WHITE BOX ® 11/16/04 RITZ RCP CHANGE This document 15 ® Phillips Partnership, PC and Is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT rLA1,?45, RL V 11E,IVY D Cj_s - I-\C)�_o RITZ CAMERA 1011 W. P. BALL BOULEVARD PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT w I' NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY ALE/DEB DRAWING TITLE FLOOR PLAN, DETAILS, & SPECS SHEET NUMBER 38 A A=1 ol A. OMIT 2X4 CEILING GRID & ADD ?X2 CEILING GRID REVISIONS PERMIT # ,)Z/,a56s ADDRESS 1,9ol L ,P. ,aoLL. &vo , C®NTRACTOR DATE-z9al/ PH # FAX ## D/E%SCRRITION OF REVISION; /�eo Dime'lStOrtS ���%/> /�/�G�iI, /Leer. ' Luma . jJ1aC�t S UTILITIES FIRE BLDG a /d1_ d � TEAM MEMBERS OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE 1080 HOLCOMB BRIDGE ROAD JOEL MABRY BLDG. 200 SUITE 150 TEL: (770) 643-6566 ROSWELL. GA 30075 FAX: (770) 643-9540 ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH 9000 CENTRAL PARK WEST DWIGHT BAILEY SUITE 400 TEL. (770) 394-1616 ATLANTA, GA 30328 ,, AFAX: (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 ,3 A 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 ..m., •.:')`5., Ap w,;..ul,.;�,x-n^>':x.,-"�b,...nu:.t .ucMP .rv� T M54,•y✓"�'.ur.Y"!"n ^�e�� -^". .i.:.::i1r '4:twNt' '4_iC� Y+rv°- �� ��.W'R��T� 9- :...r'Al 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 A,�-� 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. PAF.K AVENUE AA SANFORD, FL 32772 TEL: (407) 330-5657 -m- -FAX FIRE CITY OF SANFORD TIM ROBLES DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 302-2520 FAX: (407) 302-252Q SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX THE MARKETPLACE AT SEMINOLE SANFORD, FLORIDA A DEVELOPMENT FOR NORTH AMERICAN PROPERTIES 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 PROJECT INFORMATION 770-645-6566 VICINITY MAP MI►P4�/tS r '., "a+an.;zM }, Valdez o E-------; -1z mi LOCATION: CITY OF SANFORD Saint Johns River Estates"" , SEMINOLE COUNTY, FLORIDA ' I la �xtilor�rae PROJECT ADDRESS: 1901 W.P. BALL BOULEVARD o star Farms eoukp�rkti..i% SANFORD, FLORIDA 32771W`' k;gt�w. JOB SITE /Alt L4 15e Monroe SITE ZONING: PD . ?d2 glt,q BUILDING SET BACKS: FRONT: 25'-0" ­0 AFlderene Parkla2a ~mL s E 1n,, a46 1REAR: 20,_0„r SIDE. 10-0 wiloq,Corhe b !a> . WIND SPEED: 110 MPH SIESMIC ZONE: REFER TO STRUCTURAL DRAWINGS arkham' Paola e, Raenna Par1C APPLICABLE CODES: - MZ aoiai , -1 a A:` �;`, Paola Pad Vti 25th St Sanfor riietary�- Mayfair eemtter .:_r t?; Sawyer Lake t _ 52 FLORIDA BUILDING CODE (FBC) 2001 EDITION _ ; ouritry �I:Ib #'` r "> LIFE SAFETY CODE (NFPA 101) 2000 EDITION wl< NATIONAL ELECTRIC CODE (NEC) 2002 EDITION Dawson Lake FBC GAS VOLUME (IGV) 2000 EDITION La. t Marietta cre`enbriar Bark .�._ ; lake A _ FBC MECHANICAL VOLUME (IMV) 2000 EDITION FBC PLUMBING VOLUME IP 2000 EDITION 02004 MaoQuestcom. inc.:©2004 NAwrEQ 3 f� NORTH OCCUPANCY CLASSIFICATION: MERCANTILE TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED SPRINKLERED EGRESS ALLOWABLE HEIGHT: 2 STORIES - 55' ACTUAL HEIGHT: ONE STORY - VARIES (35-0" MAX.) CALCULATIONS ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) OCCUPANT SEPARATION: N/A * AB TENANT SEPARATION: N/A * EXITS REQUIRED: N/A * USE AREA (S.F.) SQ. FT. PER OCCUPANTPERSON LOAD EXITS PROVIDED: N/A * SALES 7,368 30 247 TRAVEL DISTANCE: OFFICE SPRINKLERED: 200'-0" STOCK ROOM 662 300 3 Mom( TOTAL OCCUPANCY 8,030 330 250 X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. UNITS OF EGRESS REQUIRED (0.20" x 250) 50 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 72 INCHES MEANS OF EGRESS AT SIDE (PROVIDED) 72 INCHFS TOTAL UNITS OF EGRESS (PROVIDED) 144 INCHES SYMBOLS 11.0 FACE OF STRUCTURE 11.5z CENTERLINE OF COLUMN T 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 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. :Du a,�� CITY GF SANFORD DRAWING INDEX ARCHITECTURAL GA-0.1 COVER SHEET GA-1.1 PLAN GA-2.1 _FLOOR ROOF PLAN GA-3.1 SIDEWALK, CANOPY PLAN & RCP PLAN GA-4.1 EXTERIOR ELEVATIONS GA-5.1 WALL SECTIONS GA-5.2 WALL SECTIONS GA-6.1 PLAN DETAILS 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 GS-4.1 GS-4.2 GS-5.1 GS-5.2 FOUNDATION SECTIONS FOUNDATION SECTIONS FRAMING SECTIONS FRAMING SECTIONS LGS--GS-6.1 5.3 CANOPY SECTIONS 5.4 CANOPY SECTIONS PANEL ELEVATION MECHANICAL GM-1.1 SHELL FLOOR PLAN H.V.A.C.. ELECTRICAL GE-1.1 SHELL FLOOR PLAN ELECTRICAL PLUMBING GP-1.1 SHELL FLOOR PLAN PLUMBING REVISION # 3 SUMMARY A- REVISED DWGS INDEX (ADDED SHEETS) REVISION # 13 SUMMARY A. UPDATED TEAM MEMBERS B. UPDATED AREA / EGRESS CALCULATIONS PHILLIPS ..0--om ft. P A R T N E R S H I P Architecture - Interior Design - Planning Phane 770.394.1616 Fax 770.394.1314 ar k J4� uu u H �ANCHOR D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 051 28/ 04 ARCH/ STRUC. COORD. A 07/ 26/ 04 --- - MISC. VIE ITEMS This document is ® Phillips Partnersnip, 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 °A DRESS BARN 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 %SUE DATE 0208616 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE COVER SHEET SHEET NUMBER GA=Oml 6 GA-6.1 A � 1 B S S /16 - j 1 28 72 4" FUTURE ao - ESTROOMS 01 2 / 13 '---SLAB LEAVE -OUT 10 28--- - - - --� / I A / 32 D _ FUTURE / OSTOCK ROOM / ch 13 D / 3L A 3 I GA-4.1 CD "t 1 HOUR FIRE RATED DEMISING 13 WALL - 13 L11 3 I I TYPE SLOPE �1. I 17 %a"PER FT 28 F 9 F B E E MTL. STUDS @ 24" O.C. W/ BATT INSUL. (R-11 MIN) & %" GYP. BD - 12 FULL OEIGHT - TYP. ALL WALLS. TYP. I 13 I 13 E co 1 4 ADJACENT TENANT _ I r z .+ - 13 B 3-5/8" MTL. STUDS @ 24" O.C. W/ BATT INSUL. (R-11 MIN) & V," GYP. BD - 13 FULL HEIGHT - TYP. ALL WALLS. 13 28 B 98-51" --- 1 E i 1 i 28 7- 4" I CLEAR DIMENSION C I 2 32 D cc �C 29 9 I 32 C C - - 19 I 1T 0 RTU-A �34 FRO RTU-1 9 29 -W 7/7wz�_ - V Tr- F A, ' T T� 5 9 4 STRUCTURAL OVERALL I AD + DBE$ 16'-10 1/2" A.F.F. 1 1 28 C 23 GA 5.1 o u) - - - - Z w 16(D L,I( �Qo I N LLl O - - - - F� 2 TYP. 21 AB J BAR JOISTS 1 GA-6.1 I 0 RTU 3 I 0 RTU-2 (\ ZL�\F 32 i9 F 32 C -I - - C � - NOTE: I 1" NO PIPING, EQUIPMENT OR l 8- 02 OBSTRUCTIONS ARE PERMITTED �I ✓ 3 BELOW 18'-0" A.F.F. UNLESS I 15 TYP. GA-6.1 TYP. SPECIFICALLY INDICATED. 1 1 11 1 SHELL FLOOR PLAN GA 1.1 SCALE: 1/8"=1'-0" NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. 6" MTL. STUDS @ 16" O.C. W/ R-13 BATT INSUL. AND %" GYP. BD. EA. SIDE UL DESIGN 4 U419 9 A CD ADJACENT TENANT 32'-3" 100'-0" 32 O 4 TA (R GA-5.2 I r 2 13 GA-5.1 1 HOUR FIRE 13 B RATED DEMISING WALL 2 _ tf)Ic0 DBE: 19'-0 Y2' A.F. . + GA-5.2 o0 iD I � ch A 5.2 GA-6.1 T Q \✓9')=7I '� AA � 1000 LO 1010 1030 3\A SIN 0 co Q co 00 32 M� 1 A 11 GA-4.1 1060 ���r 1100 co Q� U (L LLI O REVISION # 3 SUMMARY A. REVISED DIMENSIONS B. CLARIFIED EXTENSION OF SLAB LEAVE -OUT REVISION # 9 SUMMARY A. ADDED OR REVISED NOTE B. MODIFIED STORE FRON-r C. RELOCATED DOWN SPOUTS D. REMOVED NOTE OR TAG E. CHANGED WALL CONDITION F. RELOCATED RTU REVISION # 13 SUMMARY A. UPDATED GENERAL NOTES B. REVISED PILARS C. REMOVED GAS METER D. ADDED CONC. LANDING E. REVISED NOTE SHELL PLAN KEYNOTES: 1. SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE - SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. NOT USED. 9• DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ ARCHITECT. 11. NEW 6" CURB - SEE CIVIL DWGS. 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 8'-0" LONG BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS & ROOF FRAMING PLANS. 23. STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE. HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK- PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A-7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS. 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. REVISION # 28 SUMMARY A. REVISE OPENING SIZE B. CLARIFIED FURRING C. CLARIFIED DIMENSIONS REVISION # 32 SUMMARY A. CLARIFIED ELEVATIONS B. ADDED LEGEND C. COORDINATED RTU 9S D. CLARIFIED KEY NOTE E. RELOCATE UTILITIES ��lA1C�Tt`71 Il�TI/1A1 rrr't�vl'1. 32 B ODOOR TAG A.1 COLUMN LINE TAG FDC> FIRE DEPARTMENT CONNECTION -F - FIRE PROTECTION LINE -G - GAS LINE - W- WATER LINE T - TELEPHONE LINE - SS- SANITARY SEWER LINE EXTENT OF SLAB LEAVEOUT ONE HOUR FIRE RATED WALL SYSTEM t• H I L L I P S i P A R T N E R S H I P Architecture - Interipr Design - Planning [tone 770.394.1616 Fax 770.394.1314 RF p K i F ANCHOR B C p CONSULTANT SEAL V REVISIONS # DATE DESCRIPTION 0 05/ 281 04 ARCH/ STRUC. COORD. 0 07/26/ 04 SHOE CARNIVAUDRESS BARN CHANGE ® 07/ 26/ 04 MISC. VIE ITEMS ® 09/17/04 DRESS BARN INT. UPFIT 0 09/23/04 MISC. COORDINATION 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. I This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT / y \B 1 ROOF PLAN GA 2.1 SCALE: 1/8"=1'-0" 13 C NG ., & AA AA GENERAL ROOF NOTES 1. SEE MECHANICAL/PLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS, 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A (MINIMUM 1/4" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 118" PER FOOT FALL AT THE VALLEY, 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEET A-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS PIPING TO BE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. 14. ALL DOWNSPOUTS AT SCUPPERS TO BE 8"x8" U.N.O.. ALL DOWNPOUTS AT GUTTERS TO BE 10"x8" PREFINISHED ALUMINUM., U.N.O.. ROOF PLAN LEGEND DS GUTTER AND DOWNSPOUT, SEE NOTE 11. n AND DETAILS. COPING DBE X'-X" -� DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL c NEW ROOF TOP UNIT �— INDICATES DIRECTION OF DOWNWARD SLOPE EXISTING SLOPE SHOWN AT 118" PER FOOT U.O.N. ROOF TOP WALK PAD 11 \ �) EXHAUST FAN EF REVISION # 3 SUMMARY A. CLARIFIED PARAPET HEIGHT B. MTL. DECKING EXTENSION C. CLARIFIED ROOF HATCH LOCATION REVISION # 9 SUMMARY A. RELOCATED DOWN SPOUTS B. CHANGED WALL CONDITION C. REVISED RTU & PAD LAYOUT REVISION # 13 SUMMARY A. REVISED DOG HOUSE B. REMOVED ROOF PATH C. REMOVED COLUMNS P H I L L I PS. P A R T N E R S H I P Architecture ■ Interior Design • Planning Phone 770.394.1616 F- 770.394.1314 �) p K J D FtFs E F H ir- � A ANCHOR 0 C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/26/ 04 SHOE CARNIVAUDRESS BARN CHANGE Q 071 26/ 04 MISC. VIE ITEMS This document is ® Phillips Partnership. PC and is considered an Instrument of Service and is solely for uio with respect to the project os indicated below. All nyhts 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 BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER GA=2ml AA AA AA 1 SIDEWALK PLAN GA 3.1 SCALE: 1/8 4-0' 2 CANOPY PLAN GA 3.1 SCALE: 0 z DIRECT APPLIED EFS SOFFIT @ 11'-0" A.F.F. HIGH DIRECT APPLIED B EFS CORNICE W/ DRIP EDGE - SEE NOTE FOR CORNICE BELOW EQ r TO ST-3 LIGF T FIXTURE, SEE ELECTRICAL DWGS. GYP BD. SOFFIT @ 12'-4" A.F.F. PAINT EQ TO ST-3 /—CONTROL JOINT, TYP. DIRECT APPLIED EFS �: ; [ L V-0" A.F.F. . ROOFNEL, PAINT 0; DJACENTST-3) A 32 - �/a" VENTED ALUMINIUM B DRIP SCREEN - FRY REGLET DS-875-V-875 DIRECT APPLIED EFS /3L\A SOFFIT @ 11'-0" A.F.F. EQ TO ST-3 z Q m LOW DIRECT APPLIED EFS CORNICE W/ DRIP oEDGE EQ TO ST-3 3 CANOPY RCP PLAN GA 3.1 SCALE: REVISION # 3 SUMMARY A. CLARIFIED ACCESS PANEL LOCATION REVISION # 13 SUMMARY A. UPDATED MATERIALS & DIM. REVISION # 32 SUMMARY A. CLARIFIED FINISH B. CLARIFIED DRIP EDGE Architecture , Interior Design a Planning Phone 770.394.1616 Fax 770.394.1314 U p K J I R A' ANCHOR oluug CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD, 0 07/ 26/ 04 MISC. V/E ITEMS 0 09/23/04 MISC. COORDINATION This document is (0 Phillips Partnership. PC and is corroidercd an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not W reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1901 W.P. BALL BOULEVARD PROJECT HE ARWANARKETPLACE AT SEMINOLE TOWNE CENTER 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) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 0 5/ 14/04 DRAWN BY/CHECKED BY PAV/DEI3 DRAWING TITLE SIDEWALK, CANOPY & RCP PLAN SHEET NUMBER GAMiffil ADJACENT TENANT LP-1 2 ` / 2 7 4 D 4'-0" TOTAL ALLOWABLE SIGNAGEBY_ TENANT AREA = 120 SF (MAX = 1.50 SF PER 1 LF FRONTAGE) 14.75 SF + 93.25 SF + 12 SF =1 0 S SIGNAGE BY TENANT AREA = 14.7 32 A (ST-3 4 \\ A-5.2 ST-2 13 C - W�AN ST-1 &S,T-3 'x `�, B •. WS-1 C ELI I IF— CURB (S�T [if][if] 3z-� D - 8" H. GONC. 1 TA� MV-1 C_9F 1 FRONT ELEVATION -.. crni c• eta"_ai n• 16'-1 YD,B,I 3 SIDE ELEVATION GA 4.1 SCALE: 10:1-0" 4 SIDE ELEVATION GA 4.1 SCALE: 1/8"z:V-0" 1 �GA-5. 80'-0" 37'-4" 29'-4" ST-3 � (ST-2 �—N (Nic-1 OT TT)l _67 (i) 32 A 0 MV-1 4'-0" 17'-4" SIGNAGE BY TENANT AREA = 93.25 SF 13 A TOTAL ELEV. AREA = 2,174 SF. SIGNAGE BY TENANT C AREA = 12 SF 13 4'-0" 1'-%ADJACENT TENANT 0 32'-0" A.F.F. h T.O.P. Y __\0'-9" A.F.F. ' T.O.P. 8 A 24'-O" A.F.F j AA T.O.P 00\ ST-1 �•• 13 B. "v . 11'-O" A.F.F. T.0.STOREFRONT 32 � � �� C DO = V� T - I 0- - ��JJ - -r— 0'-0. FIN. FLR. C A F REAR ELEVATION F.FF D.P .F.F.� O.P. F�F O. P `f F.FF l B.F I )-'-0" _ F- E `F 13 E 78'-9-,'" AB AB 13 B FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH A-3 EXTERIOR CANVAS AWNING - BLACK/ WHITE 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-1 #145 - "INTENSE CARMINE" k 12"X12" CERAMIC TILE EQUAL TO DSABUCHTAL- CT-2 - "BLACK' DOWNSPOUT - PREFINISHED ALUM. DS-1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP-1 LOGO PLAQUE -PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY'READY METAL' STANDARD OLD NAVY SILVER FINISH -SEE SPECS MTL-3 NOT USED MV-1 MASONRY VENEER - SIMULATED STONE PATTERN EQ. TO CORAL STONE OR SIM. FORM LINER MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERTIRONSPOT" PC-1 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 389- "SOUTHERN TAN" PC-2 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" k PC-3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P-3 - "CHINA WHITE" STOREFRONT - KAWNEER 451 ANODIZED SF-1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 1600 ANODIZED SF-2 ALUMINUM - "CLEAR' " ST-1 EFS - COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" EFS - COLOR EQ. TO DRYVIT 108 - "MANOR ST-2 WHITE" NO INSUL. ST-3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" NO INSUL. 21" EXTERIORS SCONCE BY NALIGHTI�f - WS-1 3706-WL-21 ST TA -CENTER LIGHT ON BRICK PIE 32 WS-2 �3706-VVL-33 33" EXTERIOR WAL s('d'KiCeONA LIGHTING- STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS CIJ MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUR T,EjAR kP © LAMINATED GLASS NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE. REVISION # 3 SUMMARY A. REVISED PARAPET HEIGHT REVISION # 8 SUMMARY 32 B A. FINISH FLOOR ELEVATION CHANGE B. REMOVED STONE AND ADDED GLASS STOREFRONT AND 8" H. CONC. CURB. C. RELOCATED DOWN SPOUTS REVISION # D SUMMARY A. MODIFIED STOREFRONT B. CLARIFIED MATERIALS C. MODIFIED REAR WALL D. REVISED ADJACENT SIDE ELEVATION REVISION # 13 SUMMARY A. OMIT DOGHOUSE AND MTL. ROOFING B. MODIFIED FINISH MATERIALS C. REMOVED BRICK -ADDED EFS D. OMIT CORAL STONE - ADD MASONRY VENEER E. MODIFIED DIMENSIONS F. MODIFIED STOREFRONT G. OMIT 8" CORAL STONE - ADD 8" CONC. BASE REVISION # 32 SUMMARY wm�' FIHILLIPS P A R T N E R S H I P Architecture " Interior Design " Planning Phone 770.394.1616 F 770.394A314 RF I gBZF�o UANCHOR CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07126/ 04 FINISH FLOOR ELEVATION CHANGE 07/26/ 04 SHOE CARNIVAUDRESS BARN CHANGE 0 07/ 26/ 04 MISC. V/E ITEMS 0 09/23/04 MISC. COORDINATION This document is ® Phillips Portnorehip, PC and is considerod on Instrument of 5ervico 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 wdttcn consent of Phillips Portncrship, PC. TENANT 1901 W.P. BALL BOULEVARD PROJECT E T RKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES-ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER I,. A. CLARIFIED SECTION MARKER B. CLARIFIED NOTE C. CLARIFIED TEMPERED GLASS AT STOREFRONT D. CLARIFIED DIMENSIONS E. CLARIFIED QUANTITY OF LOUVERS F. CLARIFIED STOREFRONT HEIGHT AA 60 MIL FULLY ADHE MEMBRANE ON 7/1E OVER RIGID INSULT 1 1/2" MTL. DECK REVISION A A. UPDATED STRUCTI AND ADDED NOTE: B. CLARIFIED STRUM C. ADDED NOTE D. ADDED ROOF ACCI AND CATWALK REVISION A. REVISED DOG HOL B. ADDED/MODIFIED � C. CLARIFIED CONTR( D. OMITTED CORAL S1 MASONRY VENEER STONE PATTERN JCL. ..J I FNUU I U1-\r1L REVISION ## 32 SUMMARY A. CLARIFIED STOREFRONT HEIGHT B. ADDED NOTE C. CLARIFIED DIMENSIONS D. CLARIFIED COLUMN TAG i 1 CANOPY SECTION GA 5.1 SCALE: 3/4'4-0" I I L--- ' -- CONCRETE FOOTING BEYOND, SEE STRUCTURAL F.F. AP ET 60 MIL FULLY ADHEI 3/4" F.R.T PLYWOOE T.P.O ON PLYWOO1 60 MIL FULLY ADHE ROOFING MEMBRAI COVER BOARD OVE INSULATION (MIN. F MIN 0'-0' F.F.E GENERAL NOTE: SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE TILT WALLS V L- V 1 1\ V V 1 V 1 \ - NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE 13C F —. L - 2 WALL SECTION @ FRONT CONCRETE FOOTING BEYOND, SEE STRUCTURAL GA-5.1 SCALE: 314"=1'-0" Architecture • Interior Design . Planning Phane 770.394J616 F- 770.394J314 RF 1__l K J I " E F H R A ANCHOR g C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. t0 07/ 26/ 04 MISC. VIE ITEMS Q 09/23/04 MISC. COORDINATION This document is ® Phillips Purtnership. PC and is considered un Instrument of Service and is solely for use with roepect to the projoct as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT W,U-J1m:M9H-A- 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER fr SANFORD, FLORIDA CLIENT NORTH AMERlCM 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 30'-5" A.F.F. IkJ T.0.P 6" MTL. STUDS C CORNICE BEYON EQ. TO ST-3 STEEL ANGLE, S 1 1/2" MTL. DECK CONT. CONTROL JOINT, TYP. -SEE ELEVATIONS 3/8" DIRECT APPI ON MTL. LATH & OVER 5/8" DENS( GOLD SHEATHIN, ATTACHED TO 6" STUDS @ 16" O.0 STEEL TUBE, SE 1T-11" A.F.F. T.O.STEEL 3 B (-Jk 11'-O" A.F.F. T.O,STOREFRONT 7/8" VI SCREI DS-87 0�-0" F.F.E C H C 1060 12 Q A-7.3 SIM. 1 I - I— 13 AG I— — 1 T CONCRETE FOOTING BEYOND,SEE STRUCTURAL 1 CANOPY RETURN SECTION GA-52 SCALE: 3/4"=1'-0' 2x F.R.T WOOD BLOCKING AS REQUI 60 MIL FULLY ADHERED T.P.O ROOFING - MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION (MIN. R-20) 1 112" MTL. DECK NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE BAR JOISTS, SEE STRUCTURAL 13 J (2) LAYERS �518'-'GY`PBOARDOSI 6" MTL. STUDS @ 16" O. WITH BATT. INSULATION (MINN R-11) 32 B 1/2" EXP. JOINT MATERIAL W/ HIGH TRAFFIC SEALANT TO MATCH SIMULATED STONE AD MORTAR COLOR CONC. SLAB- SEE STRUCTURAL r -C I r I ' 8" MTL. STUDS @ 16" O.C. W/ 3/8" - 13 O13 DIRECT APPLIED EFS ON 5/8" 2 I F DENSGLASS GOLD SHEATHING iv AB 4" 13 I AB 0 A-7.2 13 3/8" DIRECT APPLIED EFS ON 5/8" DENSGLASS GOLD OVER 4" MTL. STUDS @ 16" O.C. C?13 B WALL SCONCE, SEE ELEVATIONS 1/2" CONTROL JT., TYP. COORD. W/ ELEVS. 8" CONT. EFS W/ INSUL. - TYP. ao MASONRY VENEER IN SIMULATED STONE PATTERN - ATTACH TO LATH 13 H & SHEATHING 1/2" EXP. JT. CONT, W/ HIGH TRAFFIC SEALANT - TYP. 0 CONC. SIDEWALK- SEE HARDSCAPE DWGS. BY OTHERS I I.4./ �=III=III-� CONC. FOOTING (SEE -III I 1- I (-— STRUCTURAL- -1 I I=1 I III1 I I=1 I I=1 I I=1 = i 13 0 ' -1 I I -I = (III 1;- CONCRETE FOOTING, I IIIIII—IIIIII--I SEE STRUCTURAL III=111 I -I II I- 2 WALL SECTION FRONT GA-5.2 SCALE: 314"=1'-0' 23'-4" A.F.F. T.O. PARAPET 19'-0 1/2" A.F.F. D.B.E F.F.E GENERAL NOTE: SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE TILT WALLS AB L 2 1/2" MTL. STUDS @ 12" O.0 - LOGO PLAQUE LOCATION ONLY - 24" x 24" PRE -CAST LOGO PLAQUE EQ. TO LP-1 - TO 13 BE CLEANED & SEALED - N SEE & INSTALL AS PER PLAQUE MANUFACTURER'S SPEC. - STAINLESS STEEL ANCHOR 13 (4 TYP.) F - CONT. SEALANT JT, COLOR TO MATCH ST-3 3/8" DIRECT APPLIED EFS ON MTL. LATH & 40# FELT OVER 6/8" DENSGLASS GOLD SHEATHING A 4 LOGO PLAQUE DETAIL GA 5.2 SCALE: V=1'-0" 60 MIL FULLY ADHERED ROOFING MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION 3 SECTION@ REAR WALL GA-5.2 SCALE: 3/4"44' Am D12 9xFRTvvnnn AC :VISION # 3 SUMMARY EVISED DIMENSION OORDINATED STRUCTURAL ELEMENTS DDED NOTE VISION # 13 SUMMARY :VISED ROOFING .ARIFIED DIM. .ARIFIED FINISH .ARIFIED MATERIALS :VISED STUCCO TO DIRECT APPLIED EFS VISED STUCCO TO 3/8" DIRECT APPLIED EFS & 1/2" 1 5/8" DENSGLASS GOLD SHEATHING =VISED CONC. FOOTING LOCATION :VISED CORAL STONE VENEER TO MASONRY NEER IN SIMULATED STONE PATTERN VISED DIM. :VISED MTL. STUDS TO 16" O.C. )DED BRACING :MOVED CORAL STONE CAP DDED TAG DETAIL :VISED TO PRE -CAST LOGO PLAQUE -ARIFIED CONTROL JOINT ALIGNMENT VISION #28 SUMMARY CLARIFIED FURRING :VISION # 32 SUMMARY ARIFIED DIMENSION ARIFIED INSULATION FFEV 'IL GRADING RF RE K J I EANCHOR B CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. V/E ITEMS 09/17/04 DRESS BARN INT. UPFIT 0 09/23/04 MISC. COORDINATION This document is ® Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT A RES SE)ARN 1901 W.P. BALL BOULEVARD n AA C,09�__— (io) — 1 CORNER DETAIL GA-0.1 SCALE: 1"=V-0" d � 71,''; 4 d TILT -UP GONG. WALL PANEL WITHIN BRICK AS SHOWN - \ d COORD. W/ELEVATIONS a a ' .4 '7 ° ° Z LU z Q 4 a. � m ° ° a a a r 4 v ° a ALUM. STOREFRONT EQ TO SF-1 :ANT. SEALANT V MTL. STUDS @ 16" O.C. W/ 5/8" DENSGLASS GOLD SHEATHING & 318" DIRECT %PPLIED EFS 5/8" GYP. BD ON 3 518" MTL. STUDS @ 16" O.C. W/ BATT INSULATION (R-11 MIN.) 5/8" GYP, BD ON EA. SIDE OF 6" METAL STUDS @ IT O.C. W/ l ` R-13 BATT INSULATION. 5 CORNER DETAIL GA 6.1 SCALE: 1 "=1'-0" A AA AA MASONRY VENEER IN SIMULATED — STONE PATTERN 6" MTL. STUDS @ 12' O.C. MAX--/ W/2 LAYERS 518' F.R. GYP. BD 4' MTL. STUDS @ 16' O.C. W/ 5/8" DENSGLASS GOLD SHEATHING & 318" DIRECT APPLIED EFS V STEEL COL. SEE STRUC. DINGS. \ ALUM.STOREFRONT a 4 v 5" I 2 PILASTER DETAIL GA6.1 SCALE: 1"=V-0" 6 CORNER DETAIL GA 6.1 SCALE: 1'=1'-0" — 06 103 A 0 2'-8" 4° 114" 13 A - o m M 0 4" STUDS @ 16" O.0 W/ 5/8' DENSGLASS GC LD SHEATHING & 3/8' DIRECT APPLIED EF 3 6" STUDS @ 16" 0'C WI-� 48' DENSGLASS GOLD _ SHEATHING & 3/8" DIRECT APPLIED EF6 7„ 5„ r. 1' 84" 114" 2'-8" I 3 COLUMN DETAIL GA 6.1 SCALE: 1"=1'-0" 8" CONT. EFS W/ INSUL. - TYP. 13 B MASONRY VENEER WITH SIMULATED STONE PATTERN BELOW- SEE ELEVS, A TILT -UP GONG. WALL PANEL WITHIN BRICKAS SHOWN - COORD. W/ELEVATIONS 4 , 4 d13 .' d A d 4 q d v d „ N 5/8'GYP. BD ON 3 518" MTL. STUDS @ I6 O.C. WI BATT ~ INSULATI(R-1N 1 MIN.) KL 8" STEEL COL. SEE STRUC. 6" STEECC0 . DWGS. SEE STRUC. DWGS. 2 LAYERS 5/8" F.R. GYP. BD ON 06 6' MTL. STUDS @ 16" O.C. W/ 1' {� RIGID INSULATION (R-11 MIN.) 03 CONT.SEALANT ALUM. STOREFRONT 4 CORNER DETAIL GA 6.1 SCALE: 1"=V-0" REVISION # 9 SUMMARY A. REVISED WALL TYPE REVISION # 13 SUMMARY A. OMIT TILT -UP PANELS W/ INLAY BRICK - ADD MTL. STUD FRAMING W/ DEFS. B. MODIFIED MATERIAL REVISION #28 SUMMARY Bank an NNEW mow H ILLII�s own P A RT N E R S H I P Architecture • Interior Design • Planning CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 07/26/ 04 SHOE CARNIVALIDRESS BARN CHANGE 0 07/ 26/ 04 MISC. V/E ITEMS A 09/17/04 DRESS BARN INT, UPFIT This document is 0 Phillips Portnership, PC and is considered on Instrument of Service and is solely for use with respect to the project os indicated below. All rights re"rved- This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 94 WE-3" R E S S A R N 1901 W.P. BALL BOULEVARD PROJECT THE IMIARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES-ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER j 020$n..?� . ISSUE DATE 1 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE +T CANOPY & PLAN DETAILS SHEET NUMBER a am WAMOM1 fiff A. CLARIFIED FURRING DOOR SCHEDULE DOOR TYPE DOOR FRAME HARDWARE REMARKS PROVIDED BY INSTALL BY G.C. SIZE (WxHxT) MATERIAL MATERIAL THRESH- OLD OWNR L.K. G.C. n J FV//`J ✓ � ✓ (2) 3'-0"x7'-0" TEMPERED GLASS, STORE FRONT ALUM. ALUM. 1 USED AT MAIN ENTRANCE ONLY. O `l (2) 3'-0"x7'-0" HOLLOW CORE METAL TO BE PAINTED HOLLOW METAL TO BE PAINTED ALUM. 2 USED AT BACK OF THE STORE ONLY, HARDWARE SCHEDULE MARK PROVIDED BY INSTALL BY G.C. DESCRIPTION OWNR L.K. G.C. �1 �� CLOSER, BEST CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET MECHANISM. VON DUPRIN EXIT DEVICE. (SHELL SCOPE) ✓ ,� PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT INTERIOR, O LOCKSET W/ ADA LEVER (SHELL SCOPE). NOTE 1 - SIGNAGE ON RESTROOM DOORS SHALL BE RAISED WITH BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. REMARKS O PRE -HUNG IN WOOD FRAME WITH PRIVACY HARDWARE. UNDERCUT DOOR [". 02. ALL DOORSMARDWARE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. O3 SIGNAGE ON RESTROOM DOORS SHALL BE RAISED WITH BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. Ct OF DOOR t T w 5 4 ® - HELVETICA MEDIUM WHITE VINYL ADHESIVE LETTERS 4" HIGH NOTE: 9 EACH DOOR SHALL BE LABELED WITH RESPECTIVE SHOP NUMBERS (TYP. AT ALL REAR DOORS.) 1 REAR DOOR DETAIL GA 7.1 SCALE: 1" = T-0" PHILLIPS:.. P A R T N E R S H I P' Architecture • Interior Design • Planning Phone 770.394.1616 F 770.3941314 RF RE K J I L e E F G H C qA ANCHOR EE3 C D CONSULTANT SEAL v � REVISIONS ' # DATE DESCRIPTION i 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. Al rights reaerved. j This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT '7o DREss BARN! 1991 W. P. BALL BOULEVARD PROJECT THE MARKETPLACE, AT SEMINOLE TOWNE CENTER ; SANFORD, FLORIDA CLIENT : NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSVVELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY= PAV/DEE � DRAWING TITLE SCHEDULES & DETAILS i SHEET NUMBER GA=7 ■ GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION. FOUNDATION WALLS WHICH ARE SHOWN TIED INTO SLAB -ON -GRADE OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (INCLUDING DECK) IS COMPLETED. THOUGH DETAILS DO NOT INDICATE, ADEQUATE DRAINAGE MUST BE PROVIDED BEHIND WALLS TO ELIMINATE UNANTICIPATED HYDROSTATIC LOADING. PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST ALL REQUIRED FORCES SUCH AS (BUT NOT LIMITED TO) DEAD LOADS, LIVE LOADS, SOIL PRESSURES, CONSTRUCTION LOADS, WIND AND UNBALANCED LOADING. PROVIDE TEMPORARY SAFETY ENCLOSURES AS NECESSARY TO PROTECT ALL PERSONNEL INVOLVED WITH THIS PROJECT. 2. GROUT SHALL BE NON -SHRINK WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. EXPOSED GROUT SHALL BE NON -STAINING. 3. THE 2001 EDITION OF THE FLORIDA BUILDING CODE SHALL APPLY. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS. ROOF OPENINGS GREATER THAN 12" DIAMETER SHALL BE FRAMED WITH L3x3x 1 /4"(MINIMUM). JOIST/JOIST GIRDER MANUFACTURER SHALL COMPENSATE FOR LOADS IMPOSED BY ROOF -TOP UNITS (R.T.U.'s) BY PROVIDING DOUBLE JOISTS OR SPECIALLY DESIGNED JOISTS AT THESE SUPPORT LOCATIONS. R.T.U. LOADS ARE STATED ON ROOF FRAMING PLANS AS PROVIDED BY ARCHITECT OR MECHANICAL ENGINEER. SEE ROOF FRAMING DETAILS (in this set of drawings) FOR TYPICAL REQUIRE- MENTS FOR SUPPORT OF ROOF -TOP UNITS. 5. DETAILS NOT SHOWN SHALL BE ACCORDING TO: AMERICAN INST. of STEEL CONSTR. AJ.S.C. SPECS FOR STRUCTURAL STEEL AMERICAN CONCRETE INSTITUTE A.C.I. SPECS FOR CONCRETE AMERICAN WELDING SOCIETY A.W.S. SPECS FOR WELDING NATIONAL CONCRETE MASONRY ASSOC N.C.M.A. SPECS FOR CONCRETE MASONRY STEEL JOIST INSTITUTE S.J.I. SPECS FOR STEEL JOISTS AMERICAN IRON & STEEL INSTITUTE A_I.S.I. SPECS FOR COLD FORMED STEEL 6. DESIGN LOADS: DEAD LOAD ROOF DEAD LOAD - 20 P.S.F. LIVE LOAD ROOF LIVE LOAD - 20 P.S.F. WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H_ WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B WALL COMPONENT AND CLADDING PRESSURE - 20.4 / 22.6 END ZONE ROOF COMPONENT AND CLADDING PRESSURE --19.9/-28.1 EDGE STRIP (8'-0") 7. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SAME TO ARCHITECT AND/OR ENGINEER FOR REVIEW. ARCHITECT AND ENGINEER'S REVIEW OF SHOP DRAWINGS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. 8. ALL SHOP DRAWINGS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING BUT NOT LIMITED TO AWNINGS, STOREFRONT, AND LIGHT GAUGE STEEL FRAMING SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF INSPECTION, SHOP DRAWING SUBMITTALS SHALL CONSIST OF (3) SETS, (1) FOR FOR (1) FOR PROJECT ARCHITECT AND (1) FOR THE CONTRACTOR. ADDITIONAL SUBMITTALS WILL BE RETURNED UNMARKED. 9. EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NEVER TO BE PERMITTED AS A SUBSTITUTE FOR CAST -IN -PLACE ANCHOR BOLTS WHERE CAST -IN -PLACE BOLTS HAVE BEEN SHOWN ON THE DRAWINGS. DEFINITIONS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. B.T_J_ - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. C.J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION. COL - INDICATES COLUMN CENTERLINE. D.B.E. - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. ELEV. - INDICATES ELEVATION. E.O.R. - INDICATED ENGINEER OF RECORD. E.Q. - INDICATES EQUAL. F.D. - INDICATES FLOOR DRAIN. F.F.E. - INDICATES FINISHED FLOOR ELEVATION. F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. Fu - INDICATES SPECIFIED MATERIAL ULTIMATE TENSILE STRENGTH. J.B.E. - INDICATES STEEL BAR JOIST BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. M.C. - INDICATES MOMENT CONNECTION. MIN. - INDICATES MINIMUM. M.O. - INDICATES MASONRY OPENING. FL' - INDICATES STEEL PLATE. R.T.U. - INDICATES ROOF TOP UNIT. T.O.F. - INDICATED TOP OF FOOTING ELEVATION BELOW REFERENCED FINISHED FLOOR ELEVATION. T.O.S. - INDICATES TOP OF STEEL BEAM ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. T/ STEEL - INDICATES TOP OF STEEL BEAM ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION_ TYP - INDICATES TYPICAL. U.N.O - INDICATES UNLESS NOTED OTHERWISE. CONCRETE NOTES: 1- U.N.O. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" AND A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOOTINGS: 3000 P.S.I SLAB ON GRADE: 3000 P.S.I FDN. WALLS: 3000 P.S.I U.N.O.: 3000 P.S.I 2. AIR ENTRAINING AGENTS SHALL BE USED TO PRODUCE 37o TO 6% AIR BY VOLUME IN ALL CONCRETE EXCEPT INTERIOR SLABS ON GRADE. (3% MAX.) 3. C.J. ON PLANS INDICATES CONSTRUCTION JOINTS OR CONTROL JOINTS. IF NOT SHOWN OTHERWISE; MAINTAIN A MAXIMUM AREA BOUNDED BY SLAB CONTROL JOINTS OF 400 SQUARE FEET (i.e. 20' x 20') THE MAXIMUM SIDE RATIO OF WHICH SHALL BE 1.5:1, AND JOINTS AT ALL REENTRANT SLAB CORNERS. 4. ALL STEEL BAR REINFORCEMENT SHALL BE A.S.T.M. A-615, GRADE 60. 5_ MAINTAIN MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL AS INDICATED UNLESS OTHERWISE NOTED IN THE DRAWINGS. A. 3" CLEAR WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH. B. 2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST AGAINST FORMS FOR BARS #6 OR LARGER. C. 1 1 /2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST AGAINST FORMS FOR BARS #5 OR SMALLER. D. 3/4" CLEAR FOR SLABS AND WALLS FORMED ABOVE GRADE AND NOT EXPOSED TO WEATHER. E. 1-1/2" CLEAR FOR BEAMS AND COLUMNS FORMED ABOVE GRADE AND NOT EXPOSED TO WEATHER. 6. UNLESS NOTED OTHERWISE IN THE DRAWINGS, CAST IN PLACE CONCRETE SHALL HAVE THE FOLLOWING TRIM STEEL ADDED AROUND ALL OPENINGS: TWO (2) - #5 BARS (LENGTH OF BARS = LENGTH OF OPENING + 4'-0") ALONG EACH SIDE OF OPENING AND TWO (2) - #5 x 5'-0" DIAGONALLY AT EACH CORNER. 7. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 P.S.F. ALL FOOTING EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. CONTRACTOR SHALL EXERCISE CAUTION TO INSURE THAT ALL RECOMMENDATIONS OF THE CIVIL AND SOILS ENGINEERS ARE FOLLOWED CLOSELY. FOR DETAILS OF FILL AND COMPACTION REQUIREMENTS, REFER TO CIVIL DRAWINGS AND THE SPECIFICATIONS. 8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR COLD -DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT A.S.T.M. A-185_ ALL WELDED WIRE FABRIC SHALL BE CLEAN AND FREE OF EXCESSIVE RUST. 9. FLY ASH MAY BE USED AS A DIRECT SUBSTITUTE FOR PORTLAND CEMENT. FLY ASH MUST CONFORM TO ALL ASPECTS OF ASTM C618-84 STANDARD SPECIFICATION FOR FLY ASH. CLASS F OR CLASS C FLY ASH MAY BE USED, HOWEVER, TOTAL LOSS ON IGNITION OF FLY ASH MUST BE 3% OR LESS. FLY ASH MAY BE SUB- STITUTED ON A 1:1 RATIO BY WEIGHT AND ONLY UP TO A 20% REDUCTION IN THE ORIGINAL CEMENT CONTENT. CONCRETE PROPORTIONS SHALL BE SELECTED ON THE BASIS OF TRIAL MIXES CONFORMING TO A.C.I. 211.1. 10. SEE ARCHITECTURAL DRAWINGS/SPECIFICATIONS FOR CONCRETE FLOOR FINISH REQUIREMENTS. 11, ALL EXPOSED CORNERS SHALL HAVE 3/4" CHAMFER U.N.O.. 12. DESIGN OF CONCRETE STRUCTURAL ELEMENTS IS IN ACCORDANCE WITH ACI 318-99 (BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE) 13, RESULTS FOR ALL CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE INSPECTOR SYMBOLS: C - INDICATES ELEVATION. - INDICATES COLUMN LINE. B - INDICATES FILLED CELL DESIGNATION. 011. - INDICATES MOMENT CONNECTION. A- INDICATES FOUNDATION DESIGNATION. 1 - INDICATES SECTION MARK. S1 0- INDICATES REVISION MARK. L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF ROOF -TOP UNIT. USE L 3x3x1/4" IF WEIGHT OF UNIT IS LESS THAN 1,500 LBS. USE L 4x4x1/4" IF WEIGHT OF UNIT IS BETWEEN 1,500 AND 3,000 LBS, IF ROOF -TOP UNIT's WEIGHT EXCEEDS 3,000 LBS., SEE ROOF FRAMING PLAN FOR SPECIAL FRAME. PROVIDE P.T. 2x4 BLOCKING UNDER ROOF DECK BELOW PERIMETER OF CURB WHERE REQUIRED TO PREVENT DECK FROM CRUSHING UNDER THE WEIGHT OF ROOF -TOP UNIT. ' 1 GS-1.0 TILT -UP NOTES: STEEL NOTES: 1. ALL STRUCTURAL STEEL SHALL BE PROVIDED AS FOLLOWS: RECTANGULAR/SQUARE HSS SHAPES (ASTM A500 Or. B) 46 K.S.I. YIELD ROUND HSS SHAPES (ASTM A500 Or. B) 42 K.S.I. YIELD STEEL PIPES (ASTM A53 Or. B) 35 K.S.I. YIELD W SHAPES (ASTM A992) 50 K.S.I. YIELD STRUCTURAL STEEL U.N.O. (ASTM A36) 36 K.S.I. YIELD 2. ALL STRUCTURAL FASTENERS SHALL BE PROVIDED AS FOLLOWS: BOLTED CONNECTIONS IN STEEL FRAMEWORK U.N.O. (ASTM A325-N) CARBON AND ALLOY NUTS (ASTM A563) HARDENED STEEL WASHERS (ASTM F-436) COMPRESSABLE-WASHER-TYPE DIRECT TENSION INDICATORS (ASTM F-959) THREADED RODS (ASTM A36) ANCHOR RODS U.N.O. (ASTM F1554 Or. 36) 3. U.N.O. COLUMN BASE PLATES SHALL BE 6" LARGER IN EACH DIRECTION THAN THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (i.e. 12" SQUARE BASE PLATE FOR 6" 0 OR 6" SQ. COLUMN and 10" SQUARE BASE PLATE FOR 4"0 OR 4" SQ. COLUMN). ALL BASE PLATES SHALL BE ANCHORED TO FOOTING BELOW WITH 4 - 3/4" 0 x 1'-1 " HEADED ANCHOR RODS (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. 4. ROOF DECK SHALL BE 1-1/2" DEEP, 22 CAGE WIDE RIB STEEL ROOF DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28. ROOF DECK SHALL. BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR PLATES IN ACCORDANCE WITH VULCRAFT WELD PATTERN STATED ON FRAMING PLAN (5/8" DIA. WELDS @ SUPPORTS AND PERIMETER & #10 TEKS SCREWS @ SIDELAPS). DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM. WELDS AT PERIMETER ARE NOT TO EXCEED THE LESSER OF THE VULCRAFT ATTACHMENT PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6". 5. CONTRACTOR SHALL PROVIDE CONTINUOUS L 3x3x1/4" AS TYPICAL ROOF DECK CLOSURE, OR AS MEANS OF ATTACHMENT FOR ADJACENT STEEL STUDS - U.N.O. ON PLANS, DETAILS OR SECTIONS. 6. AT ALL BAR JOIST EXPANSION BEARING CONDITIONS, PROVIDE CON -SLIDE TYPE CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY CON-SERV INC. EAST HANOVER, NEW JERSEY ... PHONE (201)884-1430. 7. B.T.J. ON ROOF FRAMING PLAN INDICATES BOLTED TIE JOIST AS DEFINED BY O.S.H.A. AND S.J.L. BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS WHERE JOISTS) BEAR ON JOIST GIRDER AT (OR NEAREST) COLUMN(S). (O.S.H.A. Sec. 1910.12 Construction Standards Sec. 1518.751) 8. ALL JOIST BRIDGING HAS NOT BEEN SHOWN ON PLANS. JOIST BRIDGING QUANTITIES, SIZES AND CONNECTIONS SHALL BE AS PER THE STEEL JOIST INSTITUTE SPECS. AND SHALL BE SHOWN IN DETAIL ON THE JOIST SUPPLIER'S SHOP DRAWINGS. 9. STRUCTURAL STEEL MEMBERS TO RECEIVE SPRAYED -ON FIREPROOFING OR BE ENCASED IN LIGHTWEIGHT CONCRETE SHALL NOT BE SHOP PRIMED OR PAINTED. 10. UNLESS NOTED OTHERWISE IN THE DRAWINGS, ALL FILLET WELDS SHALL BE 3/16". ALL WELDS SHALL BE MADE WITH E-70 ELECTRODES. 11. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, CONNECTIONS SHALL DEVELOP AT LEAST 70% OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE ASD MANUAL (Part 2: Beam and Girder Design) FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE HOWEVER, SHALL THE DEPTH OF THE FRAMED CONNECTIONS BE LESS THAN 80% OF THE "T" DISTANCE OF THE BEAM WEB. 12. GRIND EXPOSED WELDS SMOOTH AND FLUSH, TO MATCH AND BLEND WITH ADJOINING SURFACES. 13. PROVIDE ONE SHOP COAT OF A RUST INHIBITIVE PRIMER TO ALL STRUCTURAL STEEL MEMBERS. DO NOT PAINT SURFACES TO BE WELDED, EMBEDDED IN CONCRETE OR MASONRY, OR CONTACT SURFACES OF FRICTION CONNECTIONS. 14. ALL METAL STUDS TO BE SJ SERIES AND HAVE SECTION PROPERTIES GREATER THAN OR EQUAL TO THOSE AS PUBLISHED BY UNIMAST INC., MARROW GA 15. ALL STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 STRUCTURAL WELDING CODE BY AMERICAN WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 P.S.I. U.N.O. 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. 3. PANELS WITH A SINGLE MAT OF REINFORCEMENT ARE TO HAVE THE VERTICAL STEEL PLACED AT THE CENTER OF THE PANELS STRUCTURAL THICKNESS. 4. PANELS WITH A DOUBLE MAT OF REINFORCEMENT ARE TO HAVE A CLEAR DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND 3/4" TO THE EXTERIOR OF THE BUILDING. 5. ALL "WET SET" EMBEDS ARE TO HAVE (1) 1/4" DIAMETER HOLE SHOP DRILLED EVERY 6" o.c. TO PREVENT AIR VOIDS FROM FORMING. 6. ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. 7. PROVIDE 1/2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. S. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O. 9_ STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE CONTRACTOR FOR THE ENGINEERS REVIEW. 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS FOR ALL EMBEDDED ITEMS. 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION. 12. CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH BEFORE CONSTRUCTION LOADS ARE APPLIED. 13. CONTRACTOR IS TO ENSURE THE TOP ELEVATION OF ANY "DEADMEN" USED ON THIS PROJECT IS SUFFICIENTLY BELOW FINISHED FLOOR SO CONSTRUCTION CAN PROCEED WITH OUT THE NEED FOR REMOVAL. 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS. 15. PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF DECK ARE IN PLACE. 16. FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED. ADDITIONAL FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED PROFESSIONAL ENGINEER. 16-r 1- 16" 1" 1/4" L6x4x3/8" S.L.V.- x 6" LONG SEE FRAMING PLAN FOR JOIST SIZE DECK 2 SECTION 3 AT UCT GS-1.0 SCALE: NONE S CCS JOIST 3EE ROOF PLAN TYPICAL RTU SUPPORT FRAME In"W _t_ 1 1\l11v1" 3 SECTION �.o SCALE: NONE MASONRY NOTES: 1. UNLESS SHOWN OTHERWISE ON PLAN, AT EACH SIDE OF MASONRY OPENINGS IN C.M.U. WALLS PROVIDE 1-FILLED CELL W/ 1-#5 BAR VERTICAL. PROVIDE DOWEL INTO FOOTING AND LINTEL OVER OPENING. PROVIDE 2'-0" OF BEARING (EACH END) FOR MASONRY LINTELS OVER MASONRY OPENINGS. 2. REINFORCED MASONRY GROUT (R_M.G.) FOR FILLING CELLS IN C.M.U. WALLS SHALL CONFORM TO: "STANDARD SPECS. FOR MORTAR AND GROUT REINFORCED MASONRY", A.S.T.M. C-476, WITH A SLUMP OF BETWEEN 9" AND 1 1 ", AND PLACED NOT MORE THAN 2-1/2 HOURS AFTER WATER HAS FIRST BEEN ADDED (ONE PART CEMENT TO 2-1/2 PARTS FINE AGGREGATE BY VOLUME, DEVELOPING 2000 P.S.I. AT 28 DAYS). PLACE IN 4'-0" LIFTS, MAXIMUM. 3. TYPE "S" MORTAR SHALL BE USED FOR ALL C.M.U. WALLS. 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M.U_ WALLS WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN_ 5. FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE IN ANY GIVEN WALL SEGMENT. PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS OR CAST -IN -PLACE STUD ANCHORS. 6. ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP. THESE DOWELS SHALL BE IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL HAVE A 1'-6" BEND INTO EITHER FOOTING OR BOND BEAM. 7. CONTRACTOR SHALL PROVIDE STANDARD GAUGE "DUR-O-WAL" (JOINT REINFORCE- MENT) AT 16" O.C. IN ALL C.M.U. WALLS UNLESS SPECIFICALLY NOTED OTHER- WISE ON THE STRUCTURAL DRAWINGS. "DUR-O-WAL" SHALL BE PROVIDED IN A WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (1- C.M.U. WYTHE ONLY) PROVIDE "TRUSS - TYPE" HORIZONTAL REINFORCING. IN THE CASE OF COMPOSITE WALLS (C.M.U. + BRICK VENEER) PROVIDE ADJUSTABLE ASEMBLIES. 8. REINFORCING BARS FOR VERTICAL FILLED CELLS SHALL BE LAPPED AS FOLLOWS: BAR SIZE LENGTH OF LAP --------------- --------------- A3 5 2'-6" 6 3'-0" 7 3'-6" 9. BARS SHALL BE A.S.T.M, A-615, GRADE 60: EXCEPT TIES AND STIRRUPS, WHICH MAY BE GRADE 40. 10. BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX- TEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING. 11. A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) OF 1500 P.S.I. IS REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. 12. ALL ANCHORS BUILT INTO MASONRY SHALL BE GALVANIZED. CONCRETE LAP SPLICE NOTES: 1. SCHEDULE "I" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - BOTTOM HORIZONTAL BARS OF BEAMS, SLABS JOISTS AND WALLS. - TOP HORIZONTAL BARS OF SLABS 14" OR LESS IN DEPTH. - VERTICAL BARS. 2. SCHEDULE "II" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - TOP HORIZONTAL BARS OF BEAMS AND JOISTS. - TOP HORIZONTAL BARS OF SLABS GREATER THAN 14" DEEP- - ALL HORIZONTAL WALL REINFORCEMENT (EXCEPT BOTTOM BARS). 3. SCHEDULE "III" APPLIES FOR ALL COMPRESSION LAPS. 4. ALL LAP SPLICES SHALL BE WIRED IN CONTACT. 5. ALL TENSILE LAP SPLICES SHALL BE "CLASS B" U.N.O. 6. ALL SPLICES OF WALL AND SLAB REINFORCEMENT SHALL BE STAGGERED AS SHOWN. 7. THE SMALLER LAP SPLICE LENGTH MAY BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR TENSION. THE LARGER LAP SPLICE LENGTH SHALL BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR COMPRESSION. 8. LAP LENGTH SPECIFICALLY CALLED OUT ELSEWHERE IN THE DRAWINGS SHALL GOVERN OVER THE LAP LENGTHS IN THIS SCHEDULE. 9. MECHANICAL BAR CONNECTORS THAT ARE 125% OR STRONGER THAN THE BARS BEING LAPPED MAY BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF THE CONTACT LAP LENGTHS GIVEN. ADJUSTMENT(S) TO GIVEN LAP LENGTHS. 1. LAP LENGTHS GIVEN ARE FOR A CONCRETE COMPRESSIVE STRENGTH, Cc, OF 3000 p.s.i. IF A HIGHER STRENGTH CONCRETE IS USED, THE CONTRACTOR MAY REDUCE THE GIVEN TENSILE LAP LENGTHS BY THE FOLLOWING FACTORS: - Cc = 4000 p.s.i., MULTIPLY LAP LENGTH BY .86. - Cc = 5000 p.s.i., MULTIPLY LAP LENGTH BY .77. 2. IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE TENSILE LENGTHS BY 50%. 3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE TENSILE LENGTHS BY 30%. 4. LAP LENGTHS SCHEDULE ASSUMES: A. CLEAR COVER IS GREATER THAN BAR DIAMETER. B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS. C. TRANSVERSE REINFORCEMENT INDEX, Ktr, IS ZERO. IF EITHER CONDITION A OR B IS NOT MET, FOR A GIVEN BAR, INCREASE THE SCHEDULED LAP LENGTH BY 50%. 5. LAP LENGTH SCHEDULED ARE FOR Or 60 REINFORCEMENT (fy = 60 k.s.i.). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k.s.i.). Cz 0 j 0Y o _ LAP LENGTH ow PER SCHEDULE n Q Ct� L� w _j uw �- FREE EDGE C U0 in TRANSVERSE REINFORCEMENT SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) -� ,STAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 29" #5 28" 36" #6 33" 43" #7 48" 63" #8 55" 72" #9 62" 81" #10 70" 9111 #11 78" 101" SCHEDULE II BAR SIZE CLASS A CLASS B #3 22" 28" #4 29" 37" #5 36" 47" #6 43" 56" #7 63" 81" #8 72" 93" #9 81" 105" #10 91" 118" #11 101" 1 131" SCHEDULE III BAR SIZE SPLICE LENGTH #3 12" #4 15" #5 19" #6 23" #7 27" #8 30" #9 34" #10 38" 1 1 42" L2X2X1/4" FROM LOAD POINT TO TOP CHORD PANEL POINT JOT AT BOTTOM OINT ' 4 CONCENTRATED LOAD ON JOIST DETAIL GS-1.0 SCALE: NONE . COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT �A 4'-6" x 7'-0" 1 ' -0" 8-#5 6-#5 BARS X BARS X 4'-0" 6'-6" TOP&BOTT TOP&BOTT 4'-6" x 9'-0" 1'_0" 10-#5 6-#5 BARS X BARS X 4'-0" 8'-6" TOP&BOTT TOP&BOTT 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E.W. 4'-0" SQUARE 1'-0" 5-#4 BARS X 3'-6" E.W. 4'-6" SQUARE 1'-0" 4-#5 BARS X 4'-0" E.W. 5'-0" SQUARE 1'-0" 5-#5 BARS X 4'-6" E.W. 5'-6" SQUARE 1'-1" 6-#5 BARS X 5'-0" E.W. 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E.W. 6'-6" SQUARE 1'-4" 8-#5 BARS X 6'-0" E.W. zi 7'-0" SQUARE 1'-5" 6-#6 BARS X 6'-6" E.W. �K 3'-0" x 5'-0' 1'-0" 4-#4 BARS X 4'-6" 5-#5 BARS X 2'-6" P'- 770.394.1616 Fit 770.394.1314 RF RE K iD A ANCHOR F:rE U E F ti CONSULTANT HAINES, ON UIPSON SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 3 5/28/04 ARCH/STR COORD. This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as Indicated below. All rights reserved. This document may not be reproduced without the prior wen 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 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 DAD/RWG DRAWING TITLE GENERAL NOTES FOOTING SCHEDULE RTU DETIALS SHEET NUMBER GS=l mO SCALE: NONE s:/2004-1 3 CS-4.2 6" 4000 P.S.I. CONCRETE SLAB W/ #3 BARS (9 12" O.C. MID —DEPTH BOTH WAYS ' 1 GS-2.1 FOUNDATION PLAN SCALE: 1/3" = 1'-0" INDICATES STEP IN CONTINUOUS FOOTING Q (a) (a) = TOP OF FOOTING ® LOW SIDE (b) (b) = TOP OF FOOTING 0 HIGH SIDE NOTES: ECC BASE R — INDICATES BASE PLATE TO BE ECCENTRIC WHEN FACE COLUMN IS WITHIN 6" OF FACE OF TILT —UP PANEL C.J. — INDICATES CONTROL JOINT OR CONSTRUCTION JOINT SEE SHEET GS-4.1 0 — INDICATES FOOTING SIZE. SEE SHEET GS-1.0 FOR FOOTING SIZE AND REINFORCEMENT. A NOTE TO CONTRACTOR CONTRACTOR TO THICKEN SLAB TO 5" MINIMUM IN AREAS TO RECEIVE CRANE TRAFFIC / LOADS. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGERS AND TRACK LOADS. MAINTAIN SAME STRENGTH AND REINFORCING IN 5" SLAB AS SUPPLIED FOR 4" SEGMENTS. PHILLIPS ...---W � P A R T N E R S H I P Architecture • Interior Design • Planning 770.3941616 '- 770.394J314 RF RE k RBU DE F H A ANCHOR Ei CONSULTANT HAINES, GIPSON MR SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 3 5/28/04 ARCH/STR COORD. ® 07/ 26/ 04 FINISH FLOOR ELEVATION CHANGE Q 071 26/ 04 SHOE CARNIVAUDRESS BARN CHANGE 0 07/ 26/ 04 MISC. WE ITEMS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below_ 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 AT SEMINOL.E TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 111" 1 r NORTH AMERICM PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 07/12/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER GSm2ml S:/2004-12().40 ' 1 GS-3.1 ROOF FRAMING FLAN SCALE: 1/8" = 1'-0" -t�r (xx'-xx") INDICATES DECK BEARING ELEVATION /3\ ABOVE FINISHED FLOOR REFERENCE ELEVATION +0'-0" JOIST BRIDGING IS NOT SHOWN FOR CLARIT'(_ PROVIDE STANDARD BRIDGING FOR ALL JOISTS PER THE LATEST EDITION OF S.J.I. SPECIFICATIONS - JOIST MANUFR. SHALL VERIFY/COORDINATE ROOF TOP UNIT (RTU) WEIGHTS AND LOCATIONS WITH MECHANICAL DWGS. UPSIZE SPECIAL JOISTS IF NECCESSARY_ J.B. - INDICATES JOIST BEARING ELEVATION 3 �1 p D E F H A ANCHOR Eruk CONSULTANT HAINES5 GIPSON OCIATS 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS A DATE DESCRIPTION 3 5/28/04 ARCH/STR COORD. 0 07/ 26/ 04 SHOE CARNIVAUDRESS BARN CHANGE 0 07/ 26/ 04 MISC. WE ITEMS This document is ® Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. Thio document may not be reproduced without the prior written consent of Phillips Partnership. PC - TENANT •7F M-- 116 \ri \. 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER C{•) � ��iJ, SANFORD, FLORIDA CLIENT ;n NORTH AMEMCAN PROPERTIES NORTH AMERICAN PROPERTIES — ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 07/12/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER GS=3ml S:/2004-120.40 r G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4 VERTICAL PANELI REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 11/2" z PLACE_ ON A 3 1/, 6" TALL CHAIR_ TALL CHAIR (9 3/4" REVEALS O m INDICATES COLUMN CENTER - SEE FOUNDATION PLAN FOR 2' 0" SQUARE OR ROUND (2) #5 BARS CONT. AROUND COLUMN SIZE AND ORIENTATION ISOLATION POCKET ALL SIDES OF PANEL HORIZONTAL PANEL REINFORCEMENT VERTICAL JAMB REINFORCEMENT 1/2" JOINT PER PANEL ELEVATIONS VERTICAL PANEL REINFORCEMENT — 2" CLR_ -� TYPICAL PER PANEL ELEVATIONS PER PANEL ELEVATIONS 1 TYPICAL `�IT� 2" CLR. I SLAB JOINT z 0 m V) NOTE: USE ROUND ISOLATION POCKET WHEN JOINTS WILL NOT INTERSECT CORNERS. ' 1 1 TYPICAL PLAN VIEW OF ISOLATION POCKET GS-4.11 SCALE: NONE 4 I v TILT —UP PANEL BEYOND i �tK 'LAN I I V. IVV l v11V rrIV FOR CLARITY ' S 1 SECTION THRU OPENINGS GS-4.11 SCALE: NONE SEE PLAN T/4 DEEP x 1 /8" WIDE SAWCUT JOINT. FOR SLAB SAW AS SOON AS POSSIBLE WITHIN INFORMATION 24 HOURS AFTER PLACEMENT. I � a e 4 F, a a a 4 v ° e PLACEMENT NOTES: 1 MAX. AREA BOUNDED BY JOINTS = 400 SQ. FT. 2 MAX. SIDE RATIO = 2:1 3 PROVIDE AT ALL RE—ENTRANT CORNERS ('10_ TYPICAL CONTROL JOINT GS-4.1 SCALE: 3/4" = 1'-0" JOINT PANEL WIDTH + 1/2" 0 IA 11rl (-"Trrl A_r ( N (2) #5 CORNER BARS. ADD ADD'L (2) #6 BARS EACH SIDE OF OPENING 2" CL. TYP. TYPICAL - MAN DOOR. ADD (2#5 BARS x 4' - 0 ' AT EACH CORNER. EXTEND BAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. 12 TYPICAL PANEL REINFORCEMENT 4 — ae ° 4 e ° ad d ,, d ° e c v 4 , v e v A. EXTERIOR FACE OF PANEL 3/4" CHAMFER TYPICAL REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB 2 TYPICAL PLAN VIEW OF TILT —UP JOINT GS-4.1 SCALE: NONE 1/2" PANEL JOINT TILT -UP PANEL 1 1/2 "H" PER PLAN 3' MAX TILT -UP PANEL PER PLAN I e s 2'— 0,. - 4 T d CLR. 4 —III=III=1I1=1II=� 4 2'-0 a -III—III—III-111— _ Q -III=III=111=III=III=11 =1IItl III=1I1-1II—I� SEE GEOTECH FOR SAME SIZE AND NO. REQU SUB —GRADE PREPARATION AS TYPICAL FTG. REINFORC ' 6 1 TYPICAL FOOTING STEP DETAIL GS-4.1 1 SCALE: NONE NEW POUR I OLD POUR 2'-0" 2'-0" TOOLED RADIUS EACH SIDE ° n SEE PLAN FOR SLAB THICKNESS '/2" 0 SMOOTH BAR @ 12" O.C. COAT ONE SIDE OF BAR TO PREVENT BOND 111 TYPICAL CONSTRUCTION JOINT GS-4.1 SCALE: 3/4" = 1'-0" JOINT JOINT 12'-0" Q� �v (2) #5 CORNER BARS. TYPICAL REINFORCEMENT SCHEDULE 'ANEL HEIGHTS .F.E. TO D.B.E VERTICAL REINF. HORIZONTAL REINF. 18 FT #5s @ 18" #4s @ 14" 20 FT #55 @ 16" #4S (P 14" 28 FT #6s @ 12" #4s @ 14" T/ FOOTING ELEV.4, (SEE PLAN) T/ FOOTING ELEV. (SEE PLAN) PANEL WIDTH + 1/2" G.C. NOTE: VERTICAL PANELI REINFORCEMENT TO BE PLACE ON A 3 1/16" TALL CHAIR. 3 \�. ° a a ° 1 e a ' ac — e` #3 BARS © 6" O.C. REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS CARRY HORIZ. BAR 24" PAST,^ EXTERIOR FACE EDGE OF OPENING, IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL w/ STD. 90' HOOK. NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB 3 TYPICAL JAMB Gam;— 4.1 SCALE: NONE SEE FOUNDATION PLAN FOR COLUMN SIZE — ISOLATION POCKET SEE 1/GS-4.1 THIS SHEET D D Dz D CD D D D D — LU w w o 0 w = V) 0 r, SEE FOOTING SCHEDULE a FOR SIZE & REINF. �� TYPICAL INTERIOR FOOTING GS-4.1J SCALE: NONE \ lid . . . . . . . . r 2-##5's CONT. ALL SIDES TYP. )D (2#5 BARS -T ADD ADD'L (2) 8'-0' AT EACH 2" CL. TYP. #5 BARS EACH DE OF OPENING SIDE OF OPENING SEE PANEL ELEVATIONS FOR JAMB REINF_ )D (2) #5 BARS - 4'-0" AT EACH DRNER. - FINISHED FLOOR ELEVATION.^^ JOINT #5 BARS ® 14" O.C. HORIZONTAL #4 BARS @ 18" O.C. VERTICAL SEE DETAIL 2/GS-4.1 FOR PLACEMENT. c� z_ O z CL (0 o 3 @ 0 GS-4.1 0- 0- Of F- - w 0 m d w co 0 FINISHED FLOOR o N ELEVATION. 0 0- --- ---- I CHAMFER ALL CORNERS OF OPENINGS. 13 TYPICAL PANEL REINFORCEMENT GS-4.1 SCALE: NONE 'A" JOINT (`1•)- �/2 HEADED L4x4x%" x 0'-5" 1 CONN, 2'-0" A.F.F.) 1 CONN. @ MID HEIGHT) 1 CONN_ 1'-0" BELOW T/WALL) U.N.O. ON PANEL ELEVATION INTERIOR EXTERIOR 4 TYPICAL CORNER DETAIL GS-4.1 SCALE: NONE P. 6" X 6" X 3/8" W/ 4 - 1/2"0 X 3 1/2" LONG HEADED STUDS — i 1/2" JOINT ° e e 1 " CLR. • 4 a e d ° e a ° v � d e L 4 X 4 X 3/8" X 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN. @ MID HEIGHT) ° 1 CONN. 1'-0" BELOW T/ WALL) U.N.O. ON PANEL ELEVATION e 4. 1 d ° c e C ° INTERIOR EXTERIOR A �Q ' 8 TYPICAL CORNER DETAIL GS-4.1 SCALE: NONE (4)6 �%2" x/6312/ LONG HEADED STUDS (PP3) N—t 1 " CLR. J v v. ` o% 0 d v ' v v o � 7 �1 L4x4x%" x 0'-5" '1 CONN. 2'-0" A.F.F.) '1 CONN. @ MID HEIGHT) 1 CONN. 1'-0" BELOW T/WALL) . U.N.O. ON PANEL ELEVATION e TYP. 1 /4" 3" v vv INTERIOR n EXTERIOR e ' 9 TYPICAL CORNER DETAIL GS-4.1 SCALE: NONE G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4„ VERTICAL PANEL. REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 11/2" PLACE ON A 3 /16" TALL CHAIR. TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS ry 3 CLR. 3/4" CLR. — r ° e. . v . bd • Q \� a .. v � � ° e — J #3 BARS @ 6" O.C. REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS = CARRY HORIZ. BAR THROUGH, EXTERIOR FACE JAMB REINFORCING. IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL w/ STD_ 90' HOOK. NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB rl 4 TYPICAL STRONGBAND GS — 4.1 J SCALE: NONE NOTE: 2X4 BEVELED KEY 24 GA. GALVANIZED CONTINUOUS PRE -SHAPED KEY MAY BE SUBSTITUTED SEE PLAN - 0 0 2P�, b 4»_ I f #4 CONTINUOUS 18 TYPICAL KEY JOINT AT SLAB LEAVE OUT GS-4.11 SCALE: 3/4" = 1'-0" PHI LL�l rm�'S P A R T N E R S H I P Architecture • Interior Design • Planning REVISIONS # DATE DESCRIPTION 3 5/28/04 ARCH/STR COORD. This document is ® Phillips Partnership, PC and io 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 '74 RESSBARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTIONS SHEET NUMBER GSm4ml CGS-4.1% SCALE: NONE S:/2004 —120,40 -- J a w I— z n x O ao� n L L LJ L_j I— = LLJ V)Qo FINISHED GRADE a PER CIVIL PLANS_ o V,~' x Fr 0 JV) (D T. FOOTING ELEV_ -1 SEE FDN. PLAN) c I " CLR T/WALL = (+8'-0" MAX.) ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o.c VERT. 1 SECTION AT WALL GS-4.2 SCALE: 3/4" = 1'-0" GROUT FILLED 8" U-BLOCK BOND BEAM WITH 2-#5 BARS CONTINUOUS DISCONTINUE REINF. AT FLASHING WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE #5 BARS 0 24" O.C. FIN_ GRADE SEE CIVIL SECTION AT SCREEN WALL GS-4.2 SCALE: 3/4" = 1'-O" C`r-r- OAAIr-I M C\rATlnK1C' SECTION AT COMMON WALL SCALE: 3/4" = 1'-0" SEE PLAN FOR SLAB INFO. (3) #4 BARS CONT. ' 6 STOREFRONT SECTION GS-4.2 SCALE: NONE SEE PLAN FOR SLAB INFO. SEE CIVIL FOR SLAB INFO. L PROVIDE 20 GA. RUNNER SHOOT RUNNER TO TUBE/CONC. W/ (2) 0.145" 0 HILTI X-DNI PINS —� 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) # 10-16 TEK SCREWS D ° • n � ° D D 1L O 2 TS6x6x 1/4 1. CONNECT TO COLUMN BEYOND T/STEEL SEE PLAN 60OS162-33 METAL STUDS C� 16" O_C_ SEE CIVIL FOR SLAB INFO. 2'-0" CD I cv (2) #5 CORNER BARS. #5 BARS (3) #4 BARS _ CONT. 2" CL. TYP. 2 STOREFRONT SECTION GS-4.2 SCALE: NONE FLOOR SLAB PER FOUNDATION PLAN ATTACHMENT OF ARCHITECTURAL PANELS i 2-#5's CONT. ALL SIDES TYP. PANEL THICKNESS " 51/2" OR 71/4. SEE ARCH FOR PANEL EXTENT © 12 O.C. -� 44 BARS OpRZ. - , ARCHITECTURAL PANEL TO PANEL ATTACHMENT NEEDS TO USE 5"x5"x1/h" BENT PLATE '12" LONG W/ (2) 1/,0" HAS ANCHOR RODS PER LEG W/ 41/2" EMBEDMENT UTILIZING HITLI HVA ADHESIVE ANCHORING SYSTEM. PANELS NEED TO BE ATTACHED TO EACH OTHER OR A STRUCTURAL STEEL MEMBER AT A SPAN OF 20'-0" MAX. PANELS CAN BE ATTACHED TO PERPENDICULAR PANELS AT THE 'TOP OF PANEL. (MAINTAIN 6" CLR FROM T/EDGE TO BOLT) WHEN PANEL HAS STRUCTURAL STEEL BACKUP ANCHOR PANEL TO STEEL W/ HVA ADHESIVE ANCHOR AND WELD OTHER LEG TO STRUCTURAL STEEL WITH 3" OF 3/16" WELD. ARCHITECTURAL PANELS A FACHING TO BUILDING PANELS SHOULD BE DONE WITH AN EMBED PLATE IN THE TOP OF ARCHITECTURAL PANELS AND EMBED PLATE IN BUILDING PANEL AND WELD THE TWO EMBEDS TOGETHER WITH '/," DIA WELDABLE ROD BETWEEN THEM. A 1�)0T-TTTV0TT TT? A T p A -NTPT C SEE PANEL ELEVATIONS FOR TYPICAL REINFORCEMENT_ r;' n" Onl 10 C7010 #5 ALIGNMENT DOWELS BY TILT -UP SUBCONTRACTOR 3- #4 CONT. BARS #4 BARS x 1'-6" @ 48" O.C. SECTION AT COMMON WALL SCALE: 3/4" = 1'-0" WIDTH VARIES - SEE ARCH T/PANEL .F.E. = (0'-0") P''°"° 770.394J616 '" 770.390314 RF RE Li ARa E F H A ANCHOR B C D CONSULTANT HAINES, GIPSON OCIATS 1550 NORTH BROWN ROAD SUITE 100 LAWRENGEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 3 5/28/04 ARCH/STR COORD_ This document is �) Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Purtnership, PC. TENANT AIlk 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANF'ORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-8540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE FOUNDATION SECTIONS SHEET NUMBER GS=4m2 5:/2004- 120.40 ROOF DECK PER FRAMING PLAN 3/4"x6"x6" STABILIZER PL - WELD TO COLUMN - DO NOT WELD TO JOIST GIRDER L4x4x 1/4" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE T.S. BEAM 1/2"x4'xCTUBE WIDTH MINUS 1") SEAT R- / WITH 3/8'x4"x(TUBE HEIGHT MINUS 1") GUSSET SLOT TUBE AND WELD TUBE TO SEAT R JOIST BEYOND TSECTION GS-5.1 SCALE: NONE 1-1 ON 4" BOLT JOIST TO JOIST GIRDER AT COLUMN USING T.S. COLUMN SEE PLAN FOR SIZE EAC H 3/16 TUBE T.S. BEAM ' 4 TYPICAL TUBE CONNECTION GS-5.1 SCALE: NONE WELD L4x4xy4 STRUT TO TOP CHORD OF JOISTS L3x3x 1/4" STRUT JOIST GIRDER WELD JOISTS TO JOIST GIRDER TYP. UNLESS NOTED JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/4" CAP PL W/ (2) - %' GUSSET PLATES AND (4) - 3/4" DIA. BOLTS. COPE ENDS AS SHOWN FOR CONNECTION TO NEW L6x6 LEG WELD L6x6x-YS SUPPORT LEG (FOR NEW W-BEAM) TO JOIST GIRDER ' S 1 BEAM TO GIRDER CONNECTION GS-5.11 SCALE: 3/4" = 1'-0" T STEEL= DBE JOIST BEYOND 2 SECTION GS-5.1 SCALE: NONE L-J EXTERIOR FACE OF 7 �/4" TILT -UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 /3\ T. PARAPET ELEV. � (SEE PANEL ELEVATION) D. BEARING ELEV. v (SEE ADJACENT BLDG_) 4 A SEE ADJACENT TENANT FOR ROOF FRAMING DETAILS- 0 h DECK BEARING ELEV. (SEE FRAMING PLAN) 1 -;, 1/_"x 1 13/4" BLOCKOUT ON EACH SIDE OF PANEL JOINT FOR JOIST GIRDER BEARING. AT SIM. PROVIDE 12 '/2"x23 �/2" BLOCKOUT. 3/g"x 5"x1 1 V/2" BEARING PLATE w/ - 2) /2 9x4" LONG HEADED STUDS (7" GAGE). AT SIM. PROVIDE (2)-%"x5"x111/2" BEARING PLATE. 3 GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS L3x3x 1/4" CONT. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ '/2" Ox4" LONG ANCHORS @ 32" O.C_ SEE DETAIL 3/GS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. u / S t/4 2" MIN PER �/ ,. 2" SJI 4 4 JOIST PER 7 FRAMING PLAN CS-5. Q 4. d DO NOT WELD BOTTOM CHORD OF' TO ANGLE. GIRDER A L5x31/ " 3/,i"x0'n 9" LONG w/ (2� /2 OW EMBEDMENT EXPANSION ANCHORS. --UP CONCRETE _L PANEL 16" MI WELD EAC SIDE OF J ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN NOTE: SIM. CONDITION OCCURS WHEN JOIST GIRDER BEARING IS NOT A PANEL JOINT. 6 TYP. JOIST GIRDER BEARING AT PANEL JOINT GS-5.1 SCALE: 3/4" = V-0" SEE SECTIONS FOR CLOSURE CHORD ELEMENT JI I_IVL 'L_ /b AL A 1 —V (Fy = 36 k.s.Q FULLY WELD TO CONTINUOUS ANGLE CHORD ELEMENT TYPICAL AT EACH ANGLE JT. G.C. NOTE: DO NOT PROVIDE DIAPHRAGM SPLICE AT EXPANSION JOINT LOCATIONS. ' 3 WALL DIAPHARM CHORD SPLICE GS-5.1 SCALE: 1 '/2" = 1'-0" MIN PEF SJ BEARING PLATE. HEADED STUDS l� -� 1/2" PANEL JOINT ('7'� CONNECTION GS-5,1 SCALE: 1 1/2" = 1'-0" fiF RE K J D fib E F FI i CA MICHOR B C U CONSULTANT HAINES, GIPSON ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 3 5/28/04 ARCH/STR CHORD. 0 07/ 26/ 04 MISC. WE ITEMS This document is Q Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project ae indicated below. NI rights reserved. This document may not be reproduced without the prior written consent of Philfips Partnership, PC. TENANT °A DRESS BAKN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TO+IVNE CENTER 1* SANFORD, FLORIDA CLIENT NORTH AMEWCAN PRIOPEMES 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 DAD/RWG DRAWING TITLE FRAMING SECTIONS SHEET NUMBER m x x x x x x x x x x x x x x x x x x x x x x �X. x >x< x �--X- \Xx x x x x xx xx Ix x x x x x x x x x X x X x x NX X X x X x x x x x x x x X x x X x --X X x X x x I x x x x X x x x x x X x x x X X x x x x x x X x x x x x x I X x x x x -xx X x x x x x x x x x x x x X x x A x x x x x x x x x x x x x x x I " x x x x x x x x x x 3 SHEAR WALL ATTACHMENT TO METAL ST -5.3j SCALE: NONE "- 1 CANOPY SECTION ,GS-5.3j SCALE: 3/4" = V-0" RE RB E =ANICHUR Fr CONSULTANT HAINES, ldlffim� C31PSON & A SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS DATE DESCRIPTION /3 5/28/04 ARCH/STR COORD. 07/ 26/ 04 MISC. WE ITEMS . b This document is 4D 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 17o DRESS BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPEKHES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA30075 TEL (770) 645-6506 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 0§/14104 DRAINING TITLE CANOPY SECTIONS SHEET NUMBER GS=5m3 b 5:/2004-120,40 (4) # 10-16 SCREWS ---/ TYP. STUD TO STUD CONNECTION L3x3x 1/4" CONT. ANGLE WELD ANGLE TO JOISTS SHOOT STUDS TO ANGLE 1A/ / (7) 0 1 dr,"rh 1-I11 TI k—null PINK WELD KICKER TO ANGLE L11/2x11/2x1/4" KICKER @ 5'-0" O.C. 60OS162-33 METAL STUDS @ 16" O.C. GS-5. 1 1 CANOPY RETURN SECTION GS-5.4% SCALE: 3/4" = 1'-0" 80OS162-33 METAL STUDS @ 16" O.C. TOP/PARAPET VARIES —SEE ARCH. PROVIDE 20 GA. RUNNER @ END OF STUDS SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) # 10-16 SCREWS PER FLANGE @ 16" O.C. 400S162-43 METAL STUDS @ 16" O.C. ROOF BEAM SEE PLAN FOR SIZE SHOP WELD L2x2x'/4"x3"LONG CLIP TO BEAM @ 5'-0" O.C. PROVIDE 20 GA. RUNNER SHOOT RUNNER TO BEAM W/ (2) 0.145" 0 HILTI X—DNI PINS @ 16" O.C. PROVIDE SL SERIES "VERTICLIP" AT EACH STUD TO ALLOW FOR VERTICAL DEFLECTION OF STEEL BEAM 600S162-33 METAL STUDS @ 16" O.C. PROVIDE 18 GA. RUNNER SHOOT RUNNER TO TUBE W/ (2) 0.145" 0 HILTI X—DNI PINS @ 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS STOREFRONT SECTION SCALE: 3/4" = 1'-0" Architecture • Interior Design • Planning 1'— 770.3941616 ` 770.3941314 N NVCHUK ITU�A CONSULTANT HAINES, IPSON SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 3 5/28/04 ARCH/STR COORD. 0 07/ 26/ 04 MISC. V/E ITEMS This document Is Q Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated Wow. n11 rights reserved. This document may not W repraduced without the prior written consent of Phillips Partnership, PC. TENANT 1901 W.P. BALL BOULEVARD PROJECT 1 11 AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 111111 NORTH AMEMCAN PROPERFIES 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 DAD/RWG DRAWING TITLE CANOPY SECTIONS SHEET NUMBER o1� S:/2004-120.40 GSm5m4 e- 4 Q U D 0 C B I I 34'-9" 32, 3„ 39,r0„ 39' 0„ L1rlENS I THINGS LIN� - r THINGS � I_ z o 0 0 0 !o Zh zLu Z,W 7 z!w z ram, z- 19'-6" -7 - FP-24 FP-25 FP-26 FP-27 I � 15'-4Y2" T/PANEL_ ELEV_ I (� 25'-7 1 2") } �DECK BEARINGLINENS �-- -- - -- - - - ---- _ - Y (SEE LINENS) -- - -� - - - I LEAVE -OUT DECK BEARING I SEE 12 G - — EACH ACE W/ EACH 6 BARS W/ EACH FACE #3 TIES � 6" O-C- #3 TIES @ 6" O.C. #3 TIES @ 6" O.C. (4) #6 BARS EACH FACE W/� /8\ #3 TIES © 6" O.C. --- " - PANEL REINFORCEMENT PER DETAIL 12/GS-4.1A PANEL REINFORCEMENT PANEL REINFORCEMENT � PER DETAIL 12/GS-4.1 PER DETAL 12/CS— -1 f 4'- '9" PANEL REINFORCEMENT _ F.F.E. ELEV. f f PER DETAIL 12/GS-4.1-- 0") B/PANEL ELEV. T/FTG. ELEV. ►, .32'-9" A3 39'+0" LINENS 11 THINGS o 1/2" JOINT 18 - j 0 4 Q. � a i FP-28 FQ-29 W a 7,Y w �. T/PANEL ELEV. (27'-1 i 2/ ) - - -- - —1 DECK BEARING LINENS (SEE LINENS) DECK BEARING 9'— - (4) #6 BARS 10 ( 22 EACH FACE W/ 3" #3 TIES @ 6" O.C. A8 PANEL REINF CEMENT PANEL REINFORCEMENT C PER DETAIL 12/GS-4.1 PER DETAIL 12/GS-4.1 C 1 J 2'-0" F.F.E. E EV. (0'-0") B/PANEL ELEV. . (-0'-7") T/FTG_ ELEV. (-0'-8") 11 1 INTERIOR ELEVATION ALONG COLUMN LINE 1000" GS-6.1 SCALE: '/8" = 1'-0" (D Z 2 Uw Q Z � J 1100 1060 1030 1000 21'-6Y,3 35'-1 1" 22'-6% '.0'-0" Z 20'-0" 20'-0" 0 20'-0" H 0 J 20'-0"UJ c z o GP-4 wL J z GP-3 a z J Ld w ` a U r'i (2) #6 B EACH F, CE RS W/� (2) # #3 TIES @ C.C. EACH NFORCEMENr dL 12/HS-4.1 4'-0 1 — _6 6,_4» #3 TIE I PANEL REINFORCEMENT — o_>_4» — PAMEL REINFORCEMENT PER DETAIL 12/GS— 4. PANEL REINFORCEMENT PER DETAIL 12/GS-4. PER DETAIL 12/GS-4. _ — CO PANEL T PER DEE I' j� 2 GS-6. INTERIOR ELEVATION ALONG COLUMN LINE "D" SCALE: I/a" = 1 '-0" /- '/2" JOINT BARS .CE W/ Q 6" 0_C. 7Y4„ _INFORCEMENT L 13/GS-4 T/PANEL ELEV. (16'-8") A" F.F.E. ELEV. (0'-0") B/PANEL ELEV (-0'-1 1 ") T/FTG_ ELEV. (-1,-0„) RF RC K J D RB E F H iC A ANCHOR 8 C D CONSULTANT HAINES, GIPSON & SSOCIAT S 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION /)"�_5/28/04 ARCH/STR COORD. ® 07/ 26/ 04 FINISH FLOOR ELEVATION CHANGE Q 07/ 26/ 04 SHOE CARNIVAUDRESS BARN CHANGE �j 07/ 26/ 04 MISC. WE ITEMS This document is 0 Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1* SANFORD, FLORIDA CLIENT Y NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 07/ 12/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE ELEVATION PLAN SHEET NUMBER Adft GS=timl 13:/2004-120.40 ...................................................................................................................... -----.._...................._..._.__....__.................... —......_..............................----............................ ---.........._................_.._._.......................................,. _... _-._.._ ................_._._._._................ ............. _........... ............... _._... - - ._._......................__ __._......--- - - - — ....... -................................-....-............._........ �.... _............... I I I I jj i ._._.—i _ J i ! 1\ I �,>., ..;,.�o°�"'�,vw«.•,o�,�,.>,.,,���,...,.,,.� �^'+.'.°".�,+„� �ro,,•.r<•,r�,;.:..r-;��s�'0^'�..��"'."a;'t•,y�"'" ^�<'°'..r;�..,..-: ,,,�,�>,,,,,�"' j j j RTU-6 ton: "CARRIER" 50TME007, PACKAGED ROOF TOP A/C UNIT RATED FOR 6 TONS RTU-7.5 ton: "CARRIER" 50TME008, PACKAGED ROOF TOP A/C UNIT RATED FOR 7.5 I .......... �� COOLING, 10.1 EER, 15.8 KW ELECTRIC HEATING & 2400 CFM ® 1 EXTERNAL SP, WITH TONS COOLING, 10.1 EER, 12.0 KW ELECTRIC HEATING & 3000 CFM ® 1" EXTERNAL SP, Ij ! WITH 3 HP BELT DRIVE MOTOR ROOF CURB LIGHTSTAT THE-AW T'STAT ! ! ' -AW T'STAT, ECONOMIZER, 3 HP BELT DRIVE MOTOR, ROOF CURB, LIGHTSTAT THE j : I ECONOMIZER, POWER EXHAUST, DISCONNECT SWITCH, CONVENIENCE OUTLET, SMOKE POWER EXHAUST, DISCONNECT SWITCH, CONVENIENCE OUTLET, SMOKE DETECTOR. I ELEC. DATA: 208V, 3PH, 70.1MCA, 80MOP. DETECTOR. ELEC. DATA: 208V, 3PH, 55.0MCA, 60MOP �� ) I ) E:: jet ... ....... ...... ....... ....... ... ..V.,.,.r.r,,.Y RTU 6 TON i r:.:................................. :.)�................... .... .... ................ .... ................. ....... ........................t............ ... ..... _............ ...................... ... .... .............. ....x ...........................................................- -- .. __ _ ...................._ ea ---............................. u............................ 3 2400 CFM r -� - r �i — _ ....L i'�, 87x58x53 High W/roof curb£ ,; . 74x45x45 High W/roof curb I ` ®I^�\\ RTU -/.5 TON 78x50 Outside Curb Dim. --- it i L___ J III;°l I 1 3000 CFM' I i 37x67 Outside Curb Dim. ��� 1 i L`_. �. _ J 1175 lbs. w/curb 800 Ibs. w curb i / z I I i !i vj .................... .................... E i - Ei i j ; `t 10 ir= ............... .. ....................................................................... :: )..i........� .. - -- ......................----------- I. w :... {ij'i{�t'!{'i i ........... ..............._.......................• ....._..... ^ i............................................."::::......'''.... ................... ..... ................................................. c.......:...:....... ;:{........�:......_ ...................... ;1Dw=.f ! !1 r jr I ;{ i RTU 6 TON ( 87x58x53 High W/roof curb---- J r,;: r 14 2400 CFM ,,a � • � _ � RTU /.5 TON � :: ; • I ! 7860 Outside Curb Dim. a,;t, I 1 3000 CFM r, f / \ 74x45x45 High W/roof curb ® �1 ® - Lj i ..............................................._.. ---............................................ _. e o - ........._ ............................ IJ75....Ibs...w ..curb.............................................................................,....... s ........................... � ................ i........................................................-............_................................� i06; - 37x67...Outside'Curb'Dirn_............... L _ 1 0 .. L. J .._ .... /r {.....1 800 Ibs. w/curb RTU-6 ton: "CARRIER" 50TME007, PACKAGED ROOF TOP A/C UNIT RATED FOR 6 TONS RTU-7.5 ton: "CARRIER" 50TME008, PACKAGED ROOF TOP A/C UNIT RATED FOR 7.5 ! { r TONS COOLING, 10.1 EER, 12.0 KW ELECTRIC HEATING & 3000 CFM ® 1" EXTERNAL SP, / COOLING, 10.1 EER, 15.8 KW ELECTRIC HEATING & 2400 CFM @ 1" EXTERNAL SP, WITH WITH 3 HP BELT DRIVE MOTOR, ROOF CURB, LIGHTSTAT THE-AVU T'STAT, 3 HP BELT DRIVE MOTOR, ROOF CURB, LIGHTSTAT THE-AVU T'STAT, ECONOMIZER, ECONOMIZER, POWER EXHAUST, DISCONNECT SWITCH, CONVENIENCE OUTLET, SMOKE {r r j —lY i POWER EXHAUST, DISCONNECT SWITCH, CONVENIENCE OUTLET, SMOKE DETECTOR. DETECTOR. ELEC. DATA: 208V, 3PH, 55.OMCA, 60MOP I{ ELEC. DATA: 208V, 3PH, 70.1MCA, 80MOP. i ....................... `>P/ ......................... VV ...............' ,no if it ; : i if I' I iE 1' i � ......✓ ti 1i ) i i ' r :: 1 ! T :: .......... .................. ................ . T 1 r. . SHELL FLOOR PLAN - HN.A.C. SCALE: 1/8" = 11-0" REVISION.# 19 SUMMARY DRESS BARN RTU CLARIFICATION REVISION # 13 SUMMARY A. REVISED RTU'S TO ELECTRIC HEAT DELETED GAS HEAT REVISION #.5 S.UMMARY A. ADDED SHEET PHILLI��PS P A R T N E R S H I P Architecture m Interior Design • Planning P 770.3941616 770.3941314 RF RE K J iD ft8 E F H iC A 8 C D ANCHOR CONSULTANT Jordan & Skala Engineers, Inc. Project Number• 0410070 5365 OA<BROOK PARKWAY, NORCROSS, CA 30093 PHONE (77V47-5547 FAX (770)448—O'26'2 EMMAAIIL; jse®jordonskula.com COPYRIGHT ® 2004 JORDAN do SKALA ENGINEERS INC. SEAL J/� V t 0� REVISIONS # DATE DESCRIPTION 06/01/04 MEP COORDINATION 0 07/26/04 Misc. WE Items 08/20/ 04 DRESS BARN RTU CLARIFICATION 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. AI rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 'go DREss BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT g1 NORTH AMERICAN PROPERTIES NORTH AMERICAN,-PROPERTIES - ATLANTA 1080 HOLCQMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MLW/GMS DRAWING TITLE '' SHELL FLOOR PLAN H.V.A.C. SHEET NUMBER I SHELL FLOOR PLAN SCALE: 1 /8" = 1$—on 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 PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning 770.3941616 770.3941314 RF RE J D RB C D fi F H C RA ANCHOR E CONSULTANT Jordan & Skala Engineers, Inc, Project Number - 04110070 J 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 E I: jseOjordanskala.com COPYRIGHT m 2004 JORDAN & SKALA ENGINEERS INC. SEAL t� REVISIONS # DATE DESCRIPTION Q 06/01/04 MEP COORDINATION 0 07/08/04 SHOE CARNIVALIDRESS BARN CHANGE 07/26/04 Misc. V/E Items 07/26/04 MEP SHELL REVISIONS This document is C0 Phillips Purtnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. Thi, docurent may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 7o DREss BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE (CENTER 0 SANFORD, FLORIDA CLIENT ziE�� rr� NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY JMW/RWF DRAWING TITLE SHELL FLOOR PLAN PLUMBING SHEET NUMBER GP1 ol ,, I4; f,,t. A. ADDED SHEET KEY NOTES: 00 SECONDARY FEEDER FROM UTILITY COMPANY PAD MOUNTED r TRANSFORMER. REFER 3/EE1.1 FOR FEEDER SIZE AND TO E0.1 FOR CONDUIT CONTINUATION AND TRANSFORMER LOCATION. 02 2-4" EMPTY CONDUITS WITH PULL WIRES FROM TELEPHONE COMPANY'S DEMARCATION POINT, TERMINATE CONDUITS 6" AFF AT TENANT'S TELEPHONE BACKBOARD. COORDINATE EXACT TENANT TELEPHONE BACKBOARD LOCATION WITH TENANT SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. REFER TO CIVIL ENGINEERING PLANS FOR CONDUIT CONTINUATION. (D PROVIDE CT CABINET AND UTILITY METER SOCKET FOR TENANT'S ELECTRICAL SERVICE. COORDINATE CT CABINET AND METER SOCKET REQUIREMENTS WITH UTILITY COMPANY. PROVIDE A MINIMUM 2" A EMPTY CONDUIT BETWEEN CT CABINET AND METER, COORD. WITH UTILITY. EXTEND SERVICE FEEDER TO TENANT'S MAIN DISTRIBUTION PANEL. COORDINATE MAIN DISTRIBUTION PANEL LOCATION WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. EXTEND HOMERUN TO TENANT'S FUTURE PANEL LOCATION AND TERMINATE ABOVE PANEL FOR FUTURE CONNECTION BY TENANT. COORDINATE EXACT LOCATION OF TENANT'S ELECTRICAL PANELS WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. ..............................1 V­ I)5;y`: VY-10S 11_?"A'F,. Q I I! U /Z///Z// SLAB LEAVE -OUT "AL L N SCHEDULE OF PANELBOARDS PANEL VOLTAGE BUS MAIN BREAKERS MOUNTING ENCLOSURE AIC RATING NOTES 1 POLE 2 POLEr E SPACES MDP 208/120/30/4W 800A 800A -- 3-225A"'N 4-100A/3P SURFACE NEMA 1 65,000 2-80A 2-60A A 208/120/30/4W 225A MLO 42-IP SURFACE NEMA 1 22,000 B 208/120/30/4W 225A MLO 42-1P SURFACE NEMA 1 22,000 C 208/120/30/4W 225A MLO 42-1P SURFACE NEMA 1 22,000 HOUR FIRE RATED AEI i1 N G "A'ALL WP 5 5111, 14/ ..................... . ... ............... .. ......... ... ............ . ........ .. . .................. .... .. ............ ...... ... ................... ... .................. .... ........ . ......... ... .................. ... 7 . . I ........... M -4 RTU RTU U) L 19 L m < .. 1rs Z F UIR R I N G (-'I I i A NN- E I S E z:)S N RIGID R-� INSUL. ( M BARDR D - FULL HEIGH] - TYP. ALL KIALLS. R Ir 1 no I TE: 0 PANEL MDP 8,030 S1. PANEL A r.F.E.=64,67' -- PANEL B — --- PANEL C .. ... ... ... .. . ............ . ............... ......................... 0—7-7=771 f -7 ,777 71 . .......... RTU U T) (!4 L z ... ......... .. . .. .......... . .. ... .... . ......... - - --- --- ---- --- ----- ------ ----- ... .......... . ...... --- ----------- ......... .... ..... . ..... . NO PfPiNeG, E.ChlIPME.-ir - t. -I- i9l_ 'TE < C'NON5 ARE / V i i/ -EPECIFICAI 1 YIND ED I F ...... ................ ....... W .......... .... VV ................... A 11 A Jn I It An n 4 /n 1),­, I IT,)/ VV ELECTRICAL RISER DIAGRAM - DRESS BARN SCALE: NONE AF)JACEN"T'' r E '141A N .. I .. : ............................................. ..................................................................... I ................... .. ......... ­11 '4 ......... ......... ....... ........ ....... ........ ....... ....... ..... ... ­1 ...... ................. ....... ..... .. ...... f ....... . ........ 11 ................................................................................................. ................ ................... 11 ....................... ....... . ..... ...................................................... .. ..................... ... .......... ........ ... ................... ... ................... ............. .... .................... .... .................. ........ ... .. .......................................... I"A .1 B R GH A Nt k' L s�S 2 0. WRIGID ik!'SUL- 8, '/il` GYP. D -'T*yP'.AIJ.. VVAVA.S. . ......... ... ................... ... ­ ............... .... .................... ............ ................. ... ..... ... ................ .. ... ..... . ............ .. ....................... .............. ff ..... ... ... 91n ................ ­ .... .................. .... A . ... ................... ... --J ............ . .... ................... . .................. ... ................... ... ................... ... ................. . ... ................. ................ ... ... .......... A 5 a Pup, .. ......... Xri A B ... ........ .......... ....... . .... ..... ... ......... ......... . ...... ... ................... ... ..... ... .... ..... ......... . .. .... ...... ................... ... ..... ......... .. ........... . ... .... .. ....... ....... ........ I 'T' . STU S C3:z IWI R V; 3ATTIN(I.: ............ I . f 3l E. ND'�' " GYP. EID, EA. 11 HOUR FIRE ............. S I D E D ES! G 4 i.1419 Ri-"d L D DE V.-I IS I t,4 G �- — — — — — — — — — _ — — i _ —._._. — — t.J., ::: 160 ADJACEN-FlENANT ........................... ...... ..... D.B......"..*.:....W........-..0........... 1.­..1.1-- 1-­..A.........F..... ..- --_ --------.................. .. ...... .......................I—........................... .................. ................................................................................................................................................................................................... + ..... ..... .... DBE-:' !T-1 0 112t' AJ F. ....... ....... e.- mirrt_ . S1111 DS @ '16: 0. C' - V-11 R.- 13 ADJACF.,-:N1T I'EINIANIT T 1, SAT N-15UL, & 518" AG:3yP. BD, EA. 831DE I !HOUR FIR' RATE! U L C 1 ES i G N 4' U4 1: 9 ', i iDIh'.!S;N-G WALL SHELL FLOOR PLAN - DRESS BARN - ELECTRICAL SCALE: 1/8" = 1 t-0" . B .. .. ....... ! - - ---- ---- -- .. . . ......... .................... ............ I ........................... ................. 54 P A R T N E R S H I P Architecture - Interior Design - Planning 770.3941616 Fax 770.3943314 RF RE IF'—FAIIHOI B R6 C: D F CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, CA 30093 PHONE (7.1 47-5'47FAX �c770)448-0262 E= j3eOj"r dam 11o.corn COPYRIG[fr 0 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION ,t, 06/01/04 MEP COORDINATION & 07/26/04 SHOE CARNIVAUDRESS BARN CHANGE 07/26/04 MEP SHELL REVISIONS 08/20/04 DRESS BARN RTU CLARIFICATION This document is V Phillips Partnership, PC and is considered red 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 'Jo DREss BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 0,:' A 11 NO, 'Iq 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 4':. 0208616 ISSUE PATE 05/14/04. YX C H E E K, BY AYVQ JCCJ_!tk DRAWING TITLE SHELL FLOOR PLAN - ELECTRICAL REVISION # 17 SUMMARY SHEET NUMBER A. ADDED TENANT SHELL CRITERIA L5 REVISION # 9 SUMMARY A. REVISE STORE SIZE. 9000 CENTRAL PARK WEST REVISION # 5 SUMMARY SUITE 400 A. ADDED SHEET ,ATLANTA GEORGIA 3L 1901 Wp Blvd Dress Barn ­�* Perxnl'-L1-- NO: -,.A-