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HomeMy WebLinkAbout1901 WP Ball Blvd (a)i, � N' W4 isluT. I MEMBERS OWNER: ARCHITECT: CIVIL: STRUCTURAL: MECHANICAL/ PLUMBING: ELECTRICAL LANDSCAPE ARCHITECT: GENERAL CONTRACTOR: BUILDING DEPARTMENT: FIRE DEPARTMENT: SITE CONTRACTOR: 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 PHILLIPS PARTNERSHIP ROB FRENCH 9000 CENTRAL PARK WEST DWIGHT BAILEY SUITE 400 TEL: (770) 394-1616 ATLANTA, GA 30328 FAX: (770) 394-1314 KIMLEY-HORN ASSOCIATES MELANIE EDWARDS 3660 MAGUIRE BLVD. TEL: (407) 321-2773 SUITE 200 TEL: (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD EDITION SUITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 JORDAN & SKALA TONY OWEN 5635 OAKBROOK PARKWAY PD NORCROSS, GA 30093 TEL: (770) 447-5547 25'-0" FAX: (770) 448-0262 SITE SOLUTIONS DAVID FLOYD 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ATLANTA, GA 30342 FAX: (404) 459-9412 TBD CITY OF SANFORD DAN FLORIAN 300 N. PARK AVENUE PD SANFORD, FL 32772 TEL: (407) 330-5657 25'-0" FAX: CITY OF SANFORD CONTACT PERSON 300 N. PARK AVENUE SIDE: SANFORD, FL 32772 TELEPHONE TENANT SEPARATION: FAX THE BRIAR CORPORATION BOB HARRELL PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX 'THE E AT SEMNOLE SANFORD, FLORIDA A DEVELOPMENT FOR NORTH AMERICAN PROPERTIES 9'755 DOGWOOD ROAD SUITE 50 ATLANTA, GEORGIA "7"70-645-6566 PROJECT INFORMATION LOCATION: PROJECT ADDRESS: SITE ZONING: BUILDING SET BACKS: WIND SPEED: SIESMIC ZONE: APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) LIFE SAFETY CODE (N FPA 101) NATIONAL ELECTRIC CODE (NEC) FBC GAS VOLUME (IGV) FBC MECHANICAL VOLUME (IMV) FBC PLUMBING VOLUME (IPV) CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 1901 W.P. BALL BOULEVARD SANFORD, FLORIDA 32771 MERCANTILE TYPE OF CONSTRUCTION: PD SALES FRONT: 25'-0" 2 STORIES — 55' REAR: 20'-0" ALLOWABLE AREA: SIDE: 10'-0" N/A * TENANT SEPARATION: 110 MPH REFER TO STRUCTURAL DRAWINGS 2001 EDITION N/A * 2000 EDITION SPRINKLERED: 2002 EDITION MAX. 2000 EDITION IN TENANT UPFIT DOCUMENTS. 2000 EDITION 2000 EDITION OCCUPANCY CLASSIFICATION: MERCANTILE TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED SALES SPRINKLERED ALLOWABLE HEIGHT: 2 STORIES — 55' ACTUAL HEIGHT: ONE STORY — VARIES (35'-0" MAX.) ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) OCCUPANT SEPARATION: N/A * TENANT SEPARATION: N/A * EXITS REQUIRED: N/A * EXITS PROVIDED: N/A * TRAVEL DISTANCE: SPRINKLERED: 200'-0" MAX. X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. 300'75 VICINITY MAP 0 NORTH CALCULATIONS USE AREA (S.F.) SQ. FT. PER PERSON OCCUPANT LOAD SALES ----- 30 ----- OFFICE ---- 100 --- STOCK ROOM ---- 300 --- TOTAL OCCUPANCY ----- 430 ---- UNITS OF EGRESS REQUIRED (0.20" x PEOPLE) INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 72 INCHES MEANS OF EGRESS AT SIDE (PROVIDED) 72 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 144 INCHES SYMBOLS 11.0 FACE OF STRUCTURE CENTERLINE OF COLUMN 24 NOTE TAG REFERENCING GENERAL NOTES ON PLANS a DOOR NUMBER, SEE DOOR SCHEDULE 3 ELEVATION MARK A .1 4 �_2 --� I ENLARGED PLAN I DETAIL MARK 1 SECTION MARK SIM'— SIMILAR 'OH'— OPPOSITE HAND GENERAL NOTESi 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, DRAWING INDEX ARCHITECTURAL GA -0.1 I COVER SHEET 1.1 FLOOR PLAN — CSA -2.1 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 FOUNDATION SECTIONS GS -4.2 FOUNDATION SECTIONS GS -5.1 FRAMING SECTIONS GS -5.2 FRAMING SECTIONS GS -5.3 CANOPY SECTIONS GS -5.4 CANOPY SECTIONS GS -6.1 PANEL ELEVATION "d JUN Iv. PHILLIPS P A RT N E R S H I P Architecture - Interior Design - Planning Phone 770.3943616 Fa" 770.3941314 RF RE K J A ANCHOR C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is a 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 7A DRESS BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT a � r a� 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 PAVIDEB DRAWING TITLE COVER SHEET SHEET NUMBER GA 001 9000 CENTRAL PARK 400 ± =\ ± •► ± 6 GA -6.1 9 + DB : 16'-10 1 /2" A.F.F. S 00 71" �f II FUTURE E)7 50�RESTROOMS 10 e! CD 3 711 11" 2 3 1 31 �c1N �3 X40 M r W V� v --F F Q` FDC 1 W W ° O 9 29 0 G G T T 6 GA -6.1 4 STRUCTURAL OVERALL T CD 9 TYP. 13 30 LL 3 8 7 13 + DBS 16'-101/2" A.F.F. 1 32'-9" W F-❑ RTU -1 17 12 I SLAB LEAVE -OUT 1 HOUR FIRE RATED DEMISING 13 WALL 101'-5" CLEAR DIMENSION D 34 - TYP. SLOPE F-❑ RTU -2 Y4" PER FT FDRESS BARN ITE 1000 ,034 S.F. .F.E.=56 • I \' _/ BAR JOISTS • `-� LL-❑ RTU-4iI LL-❑ RTU -3_J I � NOTE: NO PIPING, EQUIPMENT OR OBSTRUCTIONS ARE PERMITTED BELOW 18'-0" A.F.F. UNLESS SPECIFICALLY INDICATED. 1 SHELL FLOOR PLAN GA 1.1 SCALE: 11811=11-01' NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY- NOT INCLUDED IN SHELL PERMIT. 1"Z FURRING CHANNELS @ 24" O.C. 1 HOUR FIRE W/ 1" RIDID INSUL. (R-5 MIN) & %" GYP. RATED DEMISING BD - FULL HEIGHT - TYP. ALL WALLS. WALL �M x ADJACENT TENANT 35'-0" 102'-9" I C B 1 4 s ADJACENT TENANT I r� rN, ;� ,�' !�,/ ' j` / ; DBE: 19'-0 %z" c.') 1010 J � 13 � 18 I 1 N 0 17 =� 1 z 23 GA -5.1 O ZLU WQ � 16 -LAM�N N CO LO 0000 UJ O 21 2 M� 1 � 1 I� 8' 2" 3 15 GA -6.1 1 GA -5.2 o 2 N 13 ,G 5.1 2 r�N rf' 1090 DBE: 19'-0 %" A.F. . + GA -5.2 if) 1100 ti I� 00 I 1 A-5.2 GA -6.1 3" 10'-6"LU U ~ U I = � w Q ti O A 0 GENERAL NOTES (SHELL) 1. SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS, SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE -SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. 4. TRANSFORMER AND CONCRETE PAD, SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. GAS METER BANK. SEE PLUMBING DRAWINGS. 9. DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ ARCHITECT. 11. NEW 6" CURB - SEE CIVIL DWGS. 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS, GYP. BD, ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F,E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 5'-0" DEEP BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS. 23. STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE, HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK - PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A-7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS. 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. PHILLIPS 00-0001- mill"Oft P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 Fax 770.3941314 RF u K J RB E F H =ANCHHORB C I) CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillipa 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 reQroduced w`Ithout the prior written consent of Phillips Partnership, PC_ TENANT Vo DRESS BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 4* SANFORD, FLORIDA CLIENT 111 11 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER GA=1 ■ 1 •rri CENTRAL PARK SUITE -rr GEORGIAr K DS ALUM. GUTTER (TYP.) D.B.E.: 16'-10 1/2" A.F.F RTU -1 RTU -4 ROOF LADDER AND PADS .B.E.: 16'-10 1/2" A. CONT INUED ON ADJ. TENANT — 1 ADJACENT TENANT A5.2 SLOPE 1/4" PER FT. SLOPE 1/4" PER FT. ADJACENT TENANT 1 ROOF PLAN_ GA -2.1 SCALE: 1/8"=1'-0" RTU -2 Y2' STUCCO ON — Y2" DENSGLAS W/ 6" MTL. @ 16" O.C. U.N.O 45 MILL. FULLY ADHERED T.P.O.----11Z ROOFING - 60 MILL. AT PARAPET WALLS AND KICKERS/FLASHING SEE SPECIFICATIONS. RTU -3 Z.1 Z XX' -X" A.F.F. T.O. PARAPET D.B.E.: 19'-0 1/2"A.F.11 EXTEND 60 MIL ROOFING If MEMBRANE UP, OVER, & 3" DOWN PARAPET. CORNICE 4"H. MTL. COPING & GRAVEL STOP - CONT. METAL COPING ,I^ I assiens inossm mom=%► 1 II — I 1030 I I I I1 I I ( IGA-5.1 MTL. DECKING I 1 1 BELOW I FACE OF CORAL STONE VENEER II I BELOW ACCESS DOOR L LINE OF ROOF ABOVE 31 4 _D.B_E.: 19'-0 1/2" A.F.F 1 � I 11'-34' e- 1 5'_ n 2 JA -2.4 2 GA -5.1 FACE OF WALLS BELOW XX' -X" A.F.F. T.O. PARAPET WALL BELOW 19'-0" GENERAL ROOF NOTES 1. SEE MECHANICAUPLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS. 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. S. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/4" PER FOOT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, 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 INTERNAL GUTTER. 24 GA. GALV. STL. 1 CANOPY ROOF PLAN GA -2.1 SCALE: 1/8"0'-0" DS GUTTER AND DOWNSPOUT, SEE NOTE 11. AND DETAILS. COPING DBE X' -X" -$1- DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL a NEW ROOF TOP UNIT INDICATES DIRECTION OF DOWNWARD SLOPE EXISTING SLOPE SHOWN AT 1/8" PER FOOT U.O.N. ROOF TOP WALK PAD 0 EXHAUSTFAN EF PHILLIPS 10"WEIIIIIIIIII P A R T N E R S H I P Architecture - Interior Design - Planning I Phone 770.3941616 Fax 770.3941314 1 E p K J �ZA=INCHOR H[�B?i C b E F CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is C) Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT "JA 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 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER GA=2ml 9000 CENTRAL PARK SUITE 400 1 SIDEWALK PLAN GA -3.1 SCALE: 1l8"=1V eANOPY PLAN A-3.1stke 118"=iw, 3 CANOPY RCP PLAN GA -3.1 SCALE: 118"44' 'OFFIT @ -CO W/ DRIP E NOTE FOR BELOW TORE, SEE AL DWGS. 50FFIT @ JOINT 'OFFIT @ TL. ROOF 'ANEL, PAINT iADJACENT ,OFFIT @ :CO W/ DRIP PHILLIPS 010111111111111111111""I ft P A R T N E R S H I P Architecture a Interior Design - Planning Phone 770.394.1616 Fa" 770.3941314 RF I__I K J RS E F H =AMNCHHORB C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 7o 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 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE SIDEWALK, CANOPY & RCP PLAN SHEET NUMBER GAm3m 1 9000 CENTRAL m SUITE .rr GEORGIAr ADJACENT TENANT LP -1 ST -3 �1ST-2 ST -3 WS -1 77'-10" FRONT ELEVATION G A.1 SCALE: 118"=1'-0" d32'-0" A. F. TY Q.P j24'-0" A.F.IA.F.I TY O.P j19'-0 Y2�' A.I DY B.E Oi FY -o" FF.E 16'-101/2" A.F. D.B.E ADJACENT TENANT 78'-9-21" 24"x 36" ACCESS HATCH ADJACENT TENANT 174 77'-7" 32'-0" A.F.F. ,h X24'-0" A.F.F T.O.P. V T O P 24'-0" A.F.F 16'-10 1/2" A.F.F T. V D.B.E 0'-0" 0'-0" FIN. FLR. 12"x 12" LOUVERED VENTS, (5) TYP. APPROX. RTU LOCATION 71 �� 4'l1 ADJACENT TENANT 2 REAR ELEVATION GA -4.1 SCALE: 1/8"=1'-0" 3 SIDE ELEVATION GA -4.1 SCALE: 1/8"=1'-0" 20'-3" 3T-4" EXTERIOR ALUMINUM AWNING - FINISH COLOR 20'-3" 01 A-1 EQ. TO "CHAMPAGNE" 4'4" 29'-4" 4' -0" -RADIUS= 86'-7" STANDARD OLD NAVY SILVER FINISH C-1 ST -2 CT -1 STS TL- W IGNAGE BY TENANT DOWNSPOUT - PREFINISHED ALUM. r -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP -1 AREA = 98 SF (MAX = 1.50 RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP -2 SF PER 1 LF FRONTAGE) RADIAL SUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046 MC -1 TOTAL ELEV. w - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- AREA = 2,184 SF. STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 ESS: �►R BERRIDGE "CHAMPAGNE" MV -1 BY CULTURED STONE MV -2 :14R. i �Y.ZY _.L kS� • • 2 L L Y ----------- S�.F Tz PC -1 .-�ST�3. TT 1Y.. 7 PC -2 PAINTED CONCRETE PANEL - FINISH COLOR ..z �y srz: - .. . • .. _... . ' i��t rxJ..t - - - :raar.-r�� � x x- PAINTED CONCRETE PANEL -FINISH COLOR rx�.r.•-'�r'2. EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL -COLOR EQ. TO P-1 fes- 'LC: ' f��T Z4JrS PAINTED METAL - COLOR EQ. TO xcf'' r.rTS�. x;ST is _ P-2 -f PAINTED METAL - COLOR EQ. TO DRYVIT 310 .xfrys�-�.s; f`t,rLl.,�`2: " 1 STOREFRONT - KAWNEER 451 ANODIZED SF -1 ALLUMINUM - "CHAMPAGNE" Z:11F'. .t�l:l-ILI STOREFRONT - KAWNEER 451 ANODIZED SF -2 ALUMINUM -"CLEAR' STA STUCCO - COLOR EQ. TO DRYVIT 389 - X�l "SOUTHERN TAN" STUCCO - COLOR EQ. TO DRYVIT 108 - ST -2 L_LL NO INSUL. ST -3 STUCCO - COLOR EQ. TO DRYVIT 310 - FRONT ELEVATION G A.1 SCALE: 118"=1'-0" d32'-0" A. F. TY Q.P j24'-0" A.F.IA.F.I TY O.P j19'-0 Y2�' A.I DY B.E Oi FY -o" FF.E 16'-101/2" A.F. D.B.E ADJACENT TENANT 78'-9-21" 24"x 36" ACCESS HATCH ADJACENT TENANT 174 77'-7" 32'-0" A.F.F. ,h X24'-0" A.F.F T.O.P. V T O P 24'-0" A.F.F 16'-10 1/2" A.F.F T. V D.B.E 0'-0" 0'-0" FIN. FLR. 12"x 12" LOUVERED VENTS, (5) TYP. APPROX. RTU LOCATION 71 �� 4'l1 ADJACENT TENANT 2 REAR ELEVATION GA -4.1 SCALE: 1/8"=1'-0" 3 SIDE ELEVATION GA -4.1 SCALE: 1/8"=1'-0" 4 SIDE ELEVATION GA -4.1 SCALE: 1/8"=1'-0" F D.P Y F.FF B.E Y )_'-0" h F.E Y FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH r / CT -1 #145 - "INTENSE CARMINE" W DOWNSPOUT - PREFINISHED ALUM. r -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 4 SIDE ELEVATION GA -4.1 SCALE: 1/8"=1'-0" F D.P Y F.FF B.E Y )_'-0" h F.E Y GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS CIJ MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS i PHILLIPS P A R T N E R S H I P Architecture - Interior Design -Planning Phone 774.3941616 Fa" 770.3941314 RF p K J OB RB E F H A ANCHORC D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT woDRESSBARN 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 PAV/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER GA=4ml 9000 CENTRAL PARK WEST m SUITE •00 GEORGIA FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT -1 #145 - "INTENSE CARMINE" W DOWNSPOUT - PREFINISHED ALUM. DS -1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP -1 LOGO PLAQUE -PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP -2 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046 MC -1 METAL COPING - COLOR EQ. TO DRYVIT 310 w - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 METAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV -1 MASONRY VENEER - "FOSSIL REEF" CORAL STONE BY CULTURED STONE MV -2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERT IRONSPOT" PC -1 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 389 - "SOUTHERN TAN" PC -2 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" PC -3 PAINTED CONCRETE PANEL -FINISH COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL -COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P-3 - "CHINA WHITE" " STOREFRONT - KAWNEER 451 ANODIZED SF -1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 451 ANODIZED SF -2 ALUMINUM -"CLEAR' STA STUCCO - COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" STUCCO - COLOR EQ. TO DRYVIT 108 - ST -2 "MANOR WHITE" NO INSUL. ST -3 STUCCO - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" NO INSUL. 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING - WS -11 3706 -WL -21 STRATA 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING - WS -2 3706 -WL -33 STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS CIJ MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS i PHILLIPS P A R T N E R S H I P Architecture - Interior Design -Planning Phone 774.3941616 Fa" 770.3941314 RF p K J OB RB E F H A ANCHORC D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT woDRESSBARN 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 PAV/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER GA=4ml 9000 CENTRAL PARK WEST m SUITE •00 GEORGIA STANDING SEAM MTL. ROOF OVER 1 1/2" MTL. DECK 2x F.R.T WOOD BLOCKING MTL. COPING —� 7/8" VENTED ALUM, DRI SCREED - FRY REGLET DS -875-V-875 STEEL TUBE, SEE STRUCTURAL STEEL COLUMN BEYOND, SEE STRUCTURAL 1/2" STUCCO OVER 1/2" DENSGLASS — GOLD SHEATHING ON 6" MTL. STUDS @ 16" O.0 60 MIL FULLY ADHERED T.P.O ROOFING MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION (MIN. R-20) ifIF�11�11���7��75 10'-4" 8" MTL. STUDS @ 16" O.0 12 A-7.3 SIM. n n n n n n n .n 1/2" STUCCO OVER 1/2" DENSGLASS GOLD SHEATING ON MTL. STUD FRAMING l MTE.TRUSED SES TON T 01 0 CV M i E 2 LAYERS 3/4" F.R.T PLYWOOD 2x F.R.T WOOD I BLOCKING 13 8" MTL. STUDS A-7.3 MTL. COPING SIM. T 60 MIL FULLY ADHERED MEMBRANE ON I 3/4" F.R.T PLYWOOD �bN r- T.P.O ON PLYWOOD BEYOND 60 MIL FULLY ADHERED T.P.O 718" VENTED ALUM. DRIP ROOFING MEMBRANE ON 7/16" SCREED - FRY REGLJ T6, COVER BOARD OVER RIGID b DS -875-V-875 INSULATION (MIN. R-20) iv 1 1/2" MTL. DECK 1/4" SLOPE MIN. PHILLIPS NO om P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 Fa" 770.3941314 RF RE K J RB E F H E ANCHOR B C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project os indicated below. All rights reserved. This document 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 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER GA=5m STANDING SE SHEET MTL. C RA TO 2x F.R.T WOO[ BLOCKING 29'-4" A.F.F. T.O.P 7/8" VENTED AI SCREED -FRY DS -875-V-875 1/2" STUCCO ( DENSGLASS G ON MTL. STUD SEE STRUCTUI 6" MTL. STUDS STEEL TUBE, S CORNICE BEYC STEEL COLUMI STEEL ANGLE, 1 1/2" MTL. DE 1/2" EXP. JOI N1 STEEL TUBE, Jk 12'-1" A.F.F.- T.O.STEEL Jk 11'-0" A.F.F. MV T.O.STOREFRONT 7/8" SCF DS- Jk 0'-0" MV F.F.E CONCRETE FOOTING BEYOND,SEE STRUCTURAL CANOPY RETURN SECTION GA -5.2 SCALE: 3/4"=1'-0" 2x F.R.T WOOD BLOCKING AS REQUIRED — 60 MIL FULLY ADHERED T.P.O ROOFING — MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION (MIN. R-20) 1 1/2" MTL. DECK BAR JOISTS, SEE STRUCTURAL (2) LAYERS 5/8" GYP BOARD ON 6" MTL. STUDS @ 24" O.C. 1/2" EXP. JOINT MATERIAL W/ HIGH TRAFFIC SEALANT TO MATCH SIMULATED STONE MORTAR COLOR 1/2" EXP. JOINT MATERIAL— B A 51,E 2 1'-6" T SWI " 8" MTL. STUDS @ 16" O.C. W/ 1/2" STUCCO ON 1/2" DENSGLASS GOLD SHEATHING - ��N ch l 5-112" TILT -UP CONCRETE WALL W/ 1/4" STUCCO 4" x 12"CONT. CORAL STONE CAP VENEER - TYP. INTEGRAL THIN BRICK VENEER - USE FORM LINER AND COORDINATE WITH ELEVATIONS b 0 2 4" x 12" CONT. CORAL STONE CAP VENEER - TYP. 4 CORAL STONE VENEER IN RANDOM ASHLAR PATTERN - ATTACH O ACE OF TILT -UP CONC. WALL ISE M N 23'-4" A.F.F. rr T.O. PARAPET 22'-5 1/2" A.F.F. ,` T.O.CONCRETE 19'-0 1/2" A. F. F. D.B.E 0'-0" F.F.E 2 1/2" MTL. STUDS @ 16" O.0 - LOGO PLAQUE LOCATION ONLY 24"x 24" PINEAPPLE GROVE TILE 1/2" STUCCO ON 1/2" DENSGLASS GOLD SHEATHING 4 LOGO PLAQUE DETAIL GA -5.2 SCALE: 1"=1'-0" 13 60 MIL FULLY ADHERED ROOFING MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION (MIN. R-20) 1 1/2" MTL. DECK --i BAR JOIST, SEE STRUCTURAL iIL1101:24LII21 2x F.R.T WOOD BLOCKING 10" x 8" ALUM. GUTTER 16'-10 1/2" A.F.F D.B.E 16'- 7 3/4" A.F.F A, TILT -UP CONCRETE WALL 5/8" GYP BOARD ON 1" FURRING CHANNELS @ 24" O.C. W/ 1" RIGID INSULATION (R-5 MIN) 1/2" EXP. JOINT MATERIAL rr n5 CONC. SLAB- SEE STRUCTURAL i Ln 4" x 12" CONT. CORAL STONE CAP VENEER - TYP. 4 CORAL STONE VENEER IN RANDOM ASHLAR PATTERN - ATTACH O ACE OF TILT -UP CONC. WALL ISE M N 23'-4" A.F.F. rr T.O. PARAPET 22'-5 1/2" A.F.F. ,` T.O.CONCRETE 19'-0 1/2" A. F. F. D.B.E 0'-0" F.F.E 2 1/2" MTL. STUDS @ 16" O.0 - LOGO PLAQUE LOCATION ONLY 24"x 24" PINEAPPLE GROVE TILE 1/2" STUCCO ON 1/2" DENSGLASS GOLD SHEATHING 4 LOGO PLAQUE DETAIL GA -5.2 SCALE: 1"=1'-0" 13 60 MIL FULLY ADHERED ROOFING MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION (MIN. R-20) 1 1/2" MTL. DECK --i BAR JOIST, SEE STRUCTURAL iIL1101:24LII21 2x F.R.T WOOD BLOCKING 10" x 8" ALUM. GUTTER 16'-10 1/2" A.F.F D.B.E 16'- 7 3/4" A.F.F A, TILT -UP CONCRETE WALL 5/8" GYP BOARD ON 1" FURRING CHANNELS @ 24" O.C. W/ 1" RIGID INSULATION (R-5 MIN) 1/2" EXP. JOINT MATERIAL rr n5 CONC. SLAB- SEE STRUCTURAL i CONCRETE FOOTING, SEE STRUCTURAL — 3 SECTION REAR WALL GA -5.2 SCALE: 3/4"A'-0" 8" x 8" ALUM. DOWNSPOUT BEYOND 0'—U' GRADE VARIES - SEE CIVIL GRADING PLAN PHILLIPS P A R T N E R S H I P Architecture - Interior Design -Planning Phove 770.3941616 Fa" 770,3941314 RF RE K J H: RB E F Fi A ANCHBOR C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Wo DRESS BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT I 11111 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER GA=5m2 000 CENTRAL PARK WEST m SUITE 401 GEORGIAi ;a n� CONCRETE FOOTING, SEE STRUCTURAL — 3 SECTION REAR WALL GA -5.2 SCALE: 3/4"A'-0" 8" x 8" ALUM. DOWNSPOUT BEYOND 0'—U' GRADE VARIES - SEE CIVIL GRADING PLAN PHILLIPS P A R T N E R S H I P Architecture - Interior Design -Planning Phove 770.3941616 Fa" 770,3941314 RF RE K J H: RB E F Fi A ANCHBOR C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Wo DRESS BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT I 11111 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER GA=5m2 000 CENTRAL PARK WEST m SUITE 401 GEORGIAi 6" MTL. STUDS @ 12" O.C. MAX W/ 2 LAYERS 5/8" F.R. GYP. BD 6" STEEL COL. SEE STRUC. DWGS. 2X6 F.R.T. WD. BLOCKING — 518" GYP. BD ON 1"'T FURRING CHANNEL @ 2'-0" O.C. W/ 1" ti CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS A ALUM, STOREFRONT ,— — — CONT. SEALANT FACE OF CORAL STONE VENEER BELOW- SEE ELEVS. TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - COORD. W/ELEVATIONS �•r 1 CORNER DETAIL GA 6.1 SCALE: 111=11 -On 5 CORNER DETAIL GA 6.1 SCALE: 1"=1'-0" T1_ 6" MTL. STUDS @ W/ 2 LAYERS 5/8" 6" STEEL COL. SEE STRUC. DWG CONT. SEALANT ALUM. STOREFRC 2 PILASTER DETAIL GA -6.1 SCALE: 11=11-01 LLJ a d '5 d. ge 44 a4 4 4 ad 4 a TILT -UP CONC. WALL PANEL 4 d 5/8" GYP. BD ON 1"'T FURRING COORD. WIELEVATIONS CHANNEL @ 2'-0" O.C. W/ 1" CONTROL JOINT - RIGID INSULATION (R-11 MIN.) SEE SHEET A-7.1 ° ° FOR DETAILS 71,, , 4 c a. 4 � � � �"� o - 4 .a a ° d TILT -UP CONC. WALL PANEL a 4 d °, c 4 4 `' W/THIN BRICK AS SHOWN - . .... ....... ... .. �. ° Z.. C00 COORD. W/ELEVATIONS a ° 4 4 0 Q ° d 4 a 4 d , a WALL SCONCE - < O SEE ELEC. DWGS 6 CORNER DETAIL GA 6.1 SCALE: 1"=1'-0" FACE OF COR/ VENEER BELO 1'-84" 1 114" 3 COLUMN DETAIL GA -6.1 SCALE: 1"=1'-0" ALUR STOREFRONT 4 CORNER DETAIL GA 6.1 SCALE: 1'=l' -O" PHILLIPS P A R T N E R S H I P Architecture - Interior Design -Planning Phone 770.3941616 Fa" 770.3941314 � Li p EruA o E F H A ANCHOR CONSULTANT I SEAL I I REVISIONS # DATE DESCRIPTION This document is C) Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project ps indicated below. All rights reserved, This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT Wo DRESS BARN 1901 W.P. BALL BOULEVARD A TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - COORD. WIELEVATIONS QLU c a. 4 � � � �"� o - 4 .a CONTROL JOINT- a 4 d °, c 4 4 `' SEE SHEET A-7.1 . .... ....... ... .. �. ° Z.. C00 FOR DETAILS a ;U.1a ° aM — — C1010 WALL SCONCE - < SEE ELEC. DWGS 5/8" GYP. BD ON 1"'T FURRING CHANNEL @ 2'-0" O.C. W/ 1" 4 ° CONTROL JOINT RIGID INSULATION (R-1 I MIN.) SEE SHEET A-7.1 FOR DETAILS 6" STEEL COL. 4 SEE STRUC. DWGS. a ° TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - COORD. WIELEVATIONS 2 LAYERS 5/8" F.R. GYP. BD ON 6" MTL. STUDS @ 16" O.C. WI 1" — 106 RIGID INSULATION (R-11 MIN.) 2.. M 4' 03 FACE OF CORAL STONE ° VENEER BELOW- SEE ELEVS 4 4. CONT. SEALANT 4 d ALUR STOREFRONT 4 CORNER DETAIL GA 6.1 SCALE: 1'=l' -O" PHILLIPS P A R T N E R S H I P Architecture - Interior Design -Planning Phone 770.3941616 Fa" 770.3941314 � Li p EruA o E F H A ANCHOR CONSULTANT I SEAL I I REVISIONS # DATE DESCRIPTION This document is C) Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project ps indicated below. All rights reserved, This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT Wo DRESS BARN 1901 W.P. BALL BOULEVARD P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 F81 770.3943314 RP RE K J A ANCHOR B RB C [) E F H CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with reap*0 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 wA 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 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/D513 DRAWING TITLE SCHEDULES & DETAILS SHEET NUMBER GA=7ml DOOR SCHEDULE DOOR FRAME REMARKS DOOR PROVIDED BY INSTALL THRESH- HARDWARE OWNR L.K. G.C. TYPE BY G.C. SIZE (WxHxT) MATERIAL MATERIAL OLD O ✓ V/(2) 3'-0"x7'-0" TEMPERED GLASS, STORE FRONT ALUM. ALUM. 1 USED AT MAIN ENTRANCE ONLY, / ✓ / HOLLOW CORE HOLLOW METAL V V/ (2) 3'-0"x7'-0" METAL TO BE TO BE PAINTED ALUM. 2 USED AT BACK OF THE STORE ONLY. PAINTED HARDWARE SCHEDULE PROVIDED BY INSTALL MARK BY G.C. DESCRIPTION OWNRI L.K. G.C. OV/ V/ CLOSER, BEST CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET MECHANISM. VON DUPRIN EXIT DEVICE. (SHELL SCOPE) O V/ V/ PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT INTERIOR, LOCKSET W/ ADA LEVER (SHELL SCOPE). NOTE 1 - SIGNAGE ON RESTROOM DOORS SHALL BE RAISED WITH BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. REMARKS O1 PRE -HUNG IN WOOD FRAME WITH PRIVACY HARDWARE. UNDERCUT DOOR [". O ALL DOORS/HARDWARE 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. (�3 SIGNAGE ON RESTROOM DOORS SHALL BE RAISED WITH BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. C OF DOOR ao 540 HELVETICA MEDIUM WHITE VINYL ADHESIVE LETTERS 4" HIGH NOTE: o 0 EACH DOOR SHALL T- BE LABELED WITH RESPECTIVE SHOP NUMBERS (TYP. AT ALL REAR DOORS.) 1 REAR DOOR DETAIL GA -7.1 SCALE,: V1=11-01 P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 F81 770.3943314 RP RE K J A ANCHOR B RB C [) E F H CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with reap*0 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 wA 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 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY PAV/D513 DRAWING TITLE SCHEDULES & DETAILS SHEET NUMBER GA=7ml GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION. FOUNDATION WALLS WHICH ARE SHOWN TIED INTO SLAB -ON -GRADE OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (INCLUDING DECK) IS COMPLETED. THOUGH DETAILS DO NOT INDICATE, ADEQUATE DRAINAGE MUST BE PROVIDED BEHIND WALLS TO ELIMINATE UNANTICIPATED HYDROSTATIC LOADING_ PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST ALL REQUIRED FORCES SUCH AS (BUT NOT LIMITED TO) DEAD LOADS, LIVE LOADS, SOIL PRESSURES, CONSTRUCTION LOADS, WIND AND UNBALANCED LOADING. PROVIDE TEMPORARY SAFETY ENCLOSURES AS NECESSARY TO PROTECT ALL PERSONNEL INVOLVED WITH THIS PROJECT. 2. GROUT SHALL BE NON -SHRINK WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 3000 P_S.I. EXPOSED GROUT SHALL BE NON -STAINING_ 3. THE 2001 EDITION OF THE FLORIDA BUILDING CODE SHALL APPLY. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS. ROOF OPENINGS GREATER THAN 12" DIAMETER SHALL BE FRAMED WITH L3x3x1/4"(MINIMUM). JOIST/JOIST GIRDER MANUFACTURER SHALL COMPENSATE FOR LOADS IMPOSED BY ROOF -TOP UNITS (R.T.U.'s) BY PROVIDING DOUBLE JOISTS OR SPECIALLY DESIGNED JOISTS AT THESE SUPPORT LOCATIONS. R.T.U. LOADS ARE STATED ON ROOF FRAMING PLANS AS PROVIDED BY ARCHITECT OR MECHANICAL ENGINEER. SEE ROOF FRAMING DETAILS (in this set of drawings) FOR TYPICAL REQUIRE- MENTS FOR SUPPORT OF ROOF -TOP UNITS. 5. DETAILS NOT SHOWN SHALL BE ACCORDING TO: AMERICAN INST. of STEEL CONSTR. A.I.S.C. SPECS FOR STRUCTURAL STEEL AMERICAN CONCRETE INSTITUTE A.C.I. SPECS FOR CONCRETE AMERICAN WELDING SOCIETY A.W.S. SPECS FOR WELDING NATIONAL CONCRETE MASONRY ASSOC N.C.M.A_ SPECS FOR CONCRETE MASONRY STEEL JOIST INSTITUTE S.J_I. SPECS FOR STEEL JOISTS AMERICAN IRON & STEEL INSTITUTE A.I.S.I. SPECS FOR COLD FORMED STEEL 6. DESIGN LOADS: #10 DEAD LOAD 91" ROOF DEAD LOAD - 20 P.S.F. LIVE LOAD ROOF LIVE LOAD - 20 P.S.F. (REDUCIBLE) WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B 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 EOR (1) FOR PROJECT ARCHITECT AND (1) FOR THE CONTRACTOR. ADDITIONAL SUBMITTALS WILL BE RETURNED UNMARKED. 9. EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NEVER TO BE PERMITTED AS A SUBSTITUTE FOR CAST -IN-PLACE ANCHOR BOLTS WHERE CAST -IN-PLACE BOLTS HAVE BEEN SHOWN ON THE DRAWINGS. DEFINITIONS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION_ B.T.J_ - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS_ C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. C.J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION. COL - INDICATES COLUMN CENTERLINE. D.B.E. - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. ELEV. - INDICATES ELEVATION. E.O.R. - INDICATED ENGINEER OF RECORD. E.Q. - INDICATES EQUAL- F.D. - INDICATES FLOOR DRAIN. F.F.E. - INDICATES FINISHED FLOOR ELEVATION. F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. Fu - INDICATES SPECIFIED MATERIAL ULTIMATE TENSILE STRENGTH. J.B.E. - INDICATES STEEL BAR JOIST BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION- M.C. - INDICATES MOMENT CONNECTION. MIN. - INDICATES MINIMUM. M.O. - INDICATES MASONRY OPENING. E - 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 3% 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: _$- - INDICATES ELEVATION. ID- INDICATES COLUMN LINE. B - INDICATES FILLED CELL DESIGNATION. 001. - INDICATES MOMENT CONNECTION. A- INDICATES FOUNDATION DESIGNATION. 1 - INDICATES SECTION MARK. S1 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 4x4x 1 /4" IF WEIGHT OF UNIT IS BETWEEN 1,500 AND 3,000 LBS. IF ROOF -TOP UNIT's WEIGHT EXCEEDS 3,000 LBS_, SEE ROOF FRAMING PLAN FOR SPECIAL FRAME. ---7 PROVIDE P.T. 2x4 BLOCKING UNDER ROOF DECK BELOW PERIMETER OF CURB WHERE REQUIRED TO PREVENT DECK FROM CRUSHING UNDER THE WEIGHT OF ROOF -TOP UNIT. TILT -UP NOTES: STEEL NOTES: 1- ALL STRUCTURAL STEEL SHALL BE PROVIDED AS FOLLOWS: RECTANGULAR/SQUARE HSS SHAPES (ASTM A500 Gr. B) 46 K.S.I_ YIELD ROUND HSS SHAPES (ASTM A500 Gr. B) 42 K.S.I. YIELD STEEL PIPES (ASTM A53 Gr. 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 Gr. 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 GAGE WIDE RIB STEEL ROOF DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-2$_ 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 0 SUPPORTS AND PERIMETER & #10 TEKS SCREWS 0 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_I__ BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS WHERE JOIST(S) 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. 8_ PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N_O_ 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE CONTRACTOR FOR THE ENGINEERS REVIEW. 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS FOR ALL EMBEDDED ITEMS_ 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION. 12. CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH BEFORE CONSTRUCTION LOADS ARE APPLIED. 13. CONTRACTOR IS TO ENSURE THE TOP ELEVATION OF ANY "DEADMEN" USED ON THIS PROJECT IS SUFFICIENTLY BELOW FINISHED FLOOR SO CONSTRUCTION CAN PROCEED WITH OUT THE NEED FOR REMOVAL. 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, SCUPPERS, AND ANY OTHER MISC. 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_ L6x4x3/8" S.L_V_- x 6" LONG SEE FRAMING PLAN FOR JOIST SIZE DECK K2 SECTION S AT IUCTGS-1.O SCALE: NONE IS KCS JOIST SEE ROOF PLAN ' 1 TYPICAL RTU SUPPORT FRAME G$-1.0 SCALE: NONE 3/16" 1" 3/16" 1" 3 SECTION GS -1.0 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-P5 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 PARTSFINE 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_ S_ 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 ------------------------------- 5 2'-7- 6 3'-4" 7 5'-7- 9. BARS SHALL BE A.S.T.M. A-615, GRADE 60: EXCEPT TIES AND STIRRUPS, WHICH 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, f'c, OF 3000 p.s.i. IF A HIGHER STRENGTH CONCRETE IS USED, THE CONTRACTOR MAY REDUCE THE GIVEN TENSILE LAP LENGTHS BY THE FOLLOWING FACTORS: - Vc = 4000 p.s.i., MULTIPLY LAP LENGTH BY .86- - f'c = 5000 p.s_i., MULTIPLY LAP LENGTH BY .77- 2- IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE TENSILE LENGTHS BY 50%. 3_ IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE TENSILE LENGTHS BY 30%. 4. LAP LENGTHS SCHEDULE ASSUMES: A_ CLEAR COVER IS GREATER THAN BAR DIAMETER. B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS. C_ TRANSVERSE REINFORCEMENT INDEX, Ktr, IS ZERO. IF EITHER CONDITION A OR B IS NOT MET, FOR A GIVEN BAR, INCREASE THE SCHEDULED LAP LENGTH BY 50%_ 5. LAP LENGTH SCHEDULED ARE FOR Gr 60 REINFORCEMENT (fy = 60 k.s.i.). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k.s.i_). ~ w Li Li o > wZ LAP LENGTH PER SCHEDULE 0 4 ItLLW w o FREE EDGE i " TRANSVERSE REINFORCEMENT SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) STAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) LOAD NOT AT TOP CHORD PANEL POINT L2X2X 1 /4" FROM LOAD POINT - TO BOTTOM CHORD PANEL POINT_ SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 29" #5 28" 36" #6 33" 43" #7 48" 63- #8 55" 72- #9 62" 81 " #10 70" 91" 11 78" E101" SCHEDULE II BAR SIZE CLASS A CLASS B #3 22" 28" #4 29" 37" #5 36" 47" #6 43" 56" #7 63" 81" #8 72" 93" #9 81" 105" #10 91" 118" 11 101" 131" SCHEDULE III BAR SIZE SPLICE LENGTH #3 12" #4 15" #5 19" #6 23" #7 27" #8 30" #9 34" #10 38" 11 42" L2X2X 1 /4" FROM LOAD POINT TO TOP CHORD PANEL POINT HANGING LOAD NOT AT BOTTOM CHORD PANEL POINT ' 4 CONCENTRATED LOAD ON JOIST DETAIL G$-1.0 SCALE: NONE PHILLI-PS P A R T N E R S H I P Architecture a Interior Design • Planning "101e 770.3941616 '" 770.3941314 i. p K J E F H 'R A ANCHOR 6 C � CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnemhip. 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 doaument may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT L 3 * I z i T, T t, .3 Do Y,, �i, 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 11 11 11 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645566 FAX (770) 643-9540 PHILLIPS JOB NUMBER ISSUE DATE K��1b 05/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE GENERAL NOTES FOOTING SCHEDULE RTU DETIALS SHEET NUMBER COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT Q 4'-6" x 7'-0" 1'-0'; 8-#5 BARS X 6-#5 BARS X 4'-0" TOP&BOTT 6'-6" TOP&BOTT Q 4'-6" x 9'-0" 1 '-017 10-#5 BARS X 6-#5 BARS X 4'-0" TOP&BOTT 8'-6" TOP&BOTT 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E.W. Q 4'-0" SQUARE 1'-0" 5-#4 BARS X 3'-6" E.W. Q 4'-6" SQUARE 1'-0" 4-#5 BARS X 4'-0" E.W. Q 5'-0" SQUARE 1'-0" 5-#5 BARS X 4'-6" E.W_ Q 5'-6" SQUARE 1'-1" 6-#5 BARS X 5'-0" E.W. Q 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E.W. Q 6'-6" SQUARE 1'-4" 8-#5 BARS X 6'-0" E.W. Q 7'-0" SQUARE 1'-5" 6-#6 BARS X 6'-6" E.W. KQ 3'-0" x S'-0' 1'-0" 4-#4 BARS X 4'-6" 5-#5 BARS X 2'-6" PHILLI-PS P A R T N E R S H I P Architecture a Interior Design • Planning "101e 770.3941616 '" 770.3941314 i. p K J E F H 'R A ANCHOR 6 C � CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnemhip. 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 doaument may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT L 3 * I z i T, T t, .3 Do Y,, �i, 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 11 11 11 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645566 FAX (770) 643-9540 PHILLIPS JOB NUMBER ISSUE DATE K��1b 05/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE GENERAL NOTES FOOTING SCHEDULE RTU DETIALS SHEET NUMBER 6" 4000 P_S.I_ CONCRETE SLAB W/ #3 BARS @ 12" O.C_ 0 MID -DEPTH BOTH WAYS 1, 32'-9" 39'-0" LINENS N THINGS C 102'-6" 35'-0" 39,—C)" LINENS N THINGS 34'-9" 39'-0" LINENS N THINGS A 0 19'-6" 19'-6" 19'-6" 19'-6" 18'— 03/4" GP -11 GP -12 GP -13 GP -14 GP -15 GP -16 ADJACENT LINENS N S F.F.E. (-0'-8 J7 F,� T/FTG. Ln 00 �� N S-4, N T M BATHR OM SLAB T/FTG. I _I o - I LEAVE OUT (-2'-0") 5'-0" POU BACK STRIP a I I AROUND P R1 METER OF \ N BUILDING CAST AFTER ~ \ 2 PANELS ARE ERECTED. S-4. T/INT FTG. (-1'-4") U.N.O. `0x �0 4L__jz�� �� S 1-7 y�� /T/FTG. 0 Ilk C.J. II � T/FTG. II II I I_ r 16'-9)/4" 17'-4/�" GP -6 GP -5 34'-9" SHOE CARNIVAL 3", 3000 P.S.I. CONCRETE SLAB W/ 6x6-W1.4xW1.4 W.W.F_ ATOP 6 MIL VAPOR BARRIER ON SUBGRADE W/ 95% COMPACTION PER GEOTECH. RECOMMENDATIONS. FIN. FLR. ELEV_ = 56.00' REF. FLR_ ELEV. _ +0'-0" 5'-0" POURBACK STRIP AROUND PERIMETER OF CA BUILDING. ST AFTER PANELS A E ERECTED. _r z_ ADJACENT SIJOE C AL F.F.E. (+0'-0 17'-6" 17'-6" GP -4 GP -3 35'-0" SHOE CARNIVAL ' 1 FOUNDATION PLAN GS -2.1 SCALE:/$" = 1'-0" (a) INDICATES STEP IN CONTINUOUS FOOTING (b) (a) = TOP OF FOOTING 0 LOW SIDE (b) = TOP OF FOOTING 0 HIGH SIDE d' x . I 0.0 m I X� � C 00 x 00 1.V M p� MTS6 I NOTES: ECC BASE fit'_ — INDICATES BASE PLAT TO BE ECCENTRIC WHEN FACE COLUMN IS WITHIN 6" OF FACE OF TILT—UP PANEL C_J. — INDICATES CONTROL JOINT 0 — INDICATES FOOTING SIZE_ SEE SHEET S1 FOR FOOTING SIZE AND REINFORCEMENT. V rn x F� TS `x c4 x M 17'-6lr 14'-103/4" GP -2 GP -1 32'-9" SHOE CARNIVAL 1 co I 0 N I� Im I d ip LO x x I 00 I~ T/FTG. (-2'-0") V& NOTE TO CONTRACTOR CONTRACTOR TO THICKEN SLAB TO 5" MINIMUM IN AREAS TO RECEIVE CRANE TRAFFIC / LOADS. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGERS AND TRACK LOADS. MAINTAIN SAME STRENGTH AND REINFORCING IN 5" SLAB AS SUPPLIED FOR 4" SEGMENTS. I 0 N 010 PHILLIPS P A R T N E R S H I P Architecture a Interior Design a Planning p110^° 770.394.1616 770.394.1314 K J E F H E ANCHOR Er C D CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 1040 011 N 1050 1080 This document is ® Phillips Partnership, PC and is com iddersed on Instrumentof 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 '�1! DRESS BARN P 1901 W.P. BALL BOULEVARD S:/2004-120.40 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/RM DRAWING TITLE FOUNDATION PLAN SHEET NUMBER GS=2ml 1 ROOF FRAMING PLAN GS -3.1 SCALE:/g" = v-0- 4D_B.E.=xx'—xx" INDICATES DECK BEARING ELEVATION ABOVE FINISHED FLOOR REFERENCE ELEVATION +0' -0" - JOIST BRIDGING IS NOT SHOWN FOR CLARITY_ PROVIDE STANDARD BRIDGING FOR ALL JOISTS PER THE LATEST EDITION OF S_J.I_ SPECIFICATIONS. JOIST MANUFR. SHALL VERIFY/COORDINATE ROOF TOP UNIT (RTU) WEIGHTS AND LOCATIONS WITH MECHANICAL DWGS. UPSIZE SPECIAL JOISTS IF NECCESSARY_ L1 INDICATES L3x3x�/4" STRUTS TO FACE OF COLUMN AND BOTTOM OF DECK. SEE 5/GS-5.2 S:/2004-120.40 PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design . Planning Mass 770.394.1616 1- 770.394.1314 RF p K J RB E F H A ANCHOR B C D CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL 1 f REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership. PC end is considered an Instrument of Service and is solely for use with respect to the project as indicated below. NI rights reserved. This document may not be reproduced without the prior written consent of Phillips Portnership. PC, TENANT VA DREss BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT I 1 11 11 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RM DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER GS=3ml 9111 CENTRAL PARK WEST n SUITE 400 GEORGIA 30328 INDICATES COLUMN CENTER - SEE FOUNDATION PLAN FOR COLUMN SIZE AND ORIENTATION SLAB JOINT Z 0 3 m z 0 m V) 2'-0" SQUARE OR ROUND ISOLATION POCKET SLAB JOINT NOTE: USE ROUND ISOLATION POCKET WHEN JOINTS WILL NOT INTERSECT CORNERS. ' 1 TYPICAL PLAN VIEW OF ISOLATION POCKET GS -4.11 SCALE: NONE 71/4" i v_ wv i �nvrr iv FOR CLARITY 3ER 'LAN 5 SECTION THRU OPENINGS GS -4.1 SCALE: NONE SEE PLAN T/4 DEEP x 1/8" WIDE SAWCUT JOINT_ FOR SLAB SAW AS SOON AS POSSIBLE WITHIN INFORMATION 24 HOURS AFTER PLACEMENT_ d ° ° d ° 4 4' o a d 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" OjJAMB STEEL AT iv GIRDER BEARING TYPICAL (2) #5 CORNER BARS. ADD ADD'L (2) #6 BARS EACH SIDE OF OPENING 2" CL_ TYP, TYPICAL MAN DOOR_ ADD (2� #5 BARS x 4'-0 AT EACH CORNER_ G.C. NOTE: VERTICAL PANELI REINFORCEMENT TO BE PLACE ON A 3`1/16" TALL CHAIR. (2) #5 BARS CONT_ AROUND ALL SIDES OF PANEL 1/2" JOINT — VERTICAL PANEL REINFORCEMENT 2" CLR. TYPICAL PER PANEL ELEVATIONS TYPICAL HORIZONTAL PANEL REINFORCEMENT PER PANEL ELEVATIONS a 4 ° 'd d b p ° ° 4 ° d ° e ° 4 ° a dLl EXTERIOR FACE 7%-) OF PANEL 3/4" CHAMFER TYP I CAL REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB 2 TYPICAL PLAN VIEW OF TILT—UP JOINT SCALE: NONE PANEL JOINT TILT -UP PANEL 1 1/2 "H" PER PLAN 3' MAX TILT -UP PANEL PER PLAN T FOOTING ELEV. ° ° ° 4 °' ° (SEE PLAN) ° 4 = 2'-0" 40'' � T/ FOOTING ELEV_ ,, (SEE PLAN) 4a b. ° 3" CLR. 4 III—IIIIII—III 2'-0" III111E111-11 - _ 4 III�T�III—III��—III�;,II,;III TIII;I III SEE GEOTECH FOR SAME SIZE AND NO. REQUIRED U SUB -GRADE PREPARATION AS TYPICAL FTG_ REINFORCING ih or 6 i TYPICAL FOOTING STEP DETAIL GS -4.11 SCALE: NONE NEW POUR OLD POUR 2'-0" 2'-0" 1/8" TOOLED RADIUS EACH SIDE ° 4 ° d a . a SEE PLAN FOR SLAB TH!CK IEcc '/2"0 SMOOTH BAR @ 12" O.C. --� v COAT ONE SIDE OF BAR TO PREVENT BOND 1'1N%� TYPICAL CONSTRUCTION JOINT GS -4.1 SCALE: 3/4" = 1'-0" GL JOINT JOINT EXTEND BAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS_ 12 TYPICAL PANEL REINFORCEMENT GS -4.11 SCALE: NONE I�12'-0" I I 0 I N BARS 5 CORNER TYPICAL REINFORCEMENT SCHEDULE 2-#5s ALL SIDES 'ONT, TYP. HORIZONTAL REINF. 18 FT #5s CSD 18" #4s @ 14" 20 FT #5s @ 16" #4s @ 14- 28 FT #6s @ 12" #4s @ 14" 1/2" JOINT ° a 4 4 4 SEE TYP_ REINF. SCHEDULE SEE DETAIL 2/FS-4.1 FOR PLACEMENT. 0 14 FS -4.1 4'-0" MAX. 1;, CLR. 0 ° Q' °. L/ X 3/8" X 0'-5" 4 " 4 4 1 CONN. 2'-0" A.F.F_) 1 CONN_ @ MID HEIGHT) ° 1 CONN_ 1'-0" BELOW T/ WALL) EXTEND BAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS_ 12 TYPICAL PANEL REINFORCEMENT GS -4.11 SCALE: NONE I�12'-0" I I 0 I N BARS 5 CORNER TYPICAL REINFORCEMENT SCHEDULE PANEL HEIGHTE F.F.E. TO D_B_E VERTICAL REINF. HORIZONTAL REINF. 18 FT #5s CSD 18" #4s @ 14" 20 FT #5s @ 16" #4s @ 14- 28 FT #6s @ 12" #4s @ 14" ADD (2 #5 BARS x 8' -0' AT EACH SIDE OF OPENING ADD (2 #5 BARS x 4'-0' AT EACH CORNER. FINISHED FLOOR ELEVATION_ PANEL WIDTH + 1/2" G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" TALL CHAIR (NO REVEALS) AND 11/2" TALL CHAIR @ 3/4" REVEALS G.C. NOTE: VERTICAL PANEL REINFORCEMENT TO BE PLACE ON A 3 1/16" TALL CHAIR_ VERTICAL JAMB REINFORCEMENT EE 11- S PER PANEL ELEVATIONS p TI ONS 2" CLR. 2" CLR_ U M� 4 4 ° d a • • a • • a #3 BARS @ 6 O.C. REVEALS (WHERE OCCURS) � " SEE ARCH FOR LOCATIONS CARRYR " p 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 GS -4.1 SCALE: NONE SEE FOUNDATION PLAN FOR COLUMN SIZE — ISOLATION POCKET SEE 1/GS-4,1 THIS SHEET 0 w _ cwn a — �- D D D ww o 0 � 2 t/) G q o SEE FOOTING SCHEDULE FOR SIZE & REINF_ �� TYPICAL INTERIOR FOOTING GS -4.1/ SCALE: NONE 2" CL_ TYP. SEE PANEL ELEVATIONS FOR JAMB REINF_ CL JOINT PBARS @ 14" 0_C. HORIZONTAL BARS @ 18" O -C. VERTICAL SEE DETAIL 2/GS-4.1 FOR PLACEMENT. ADD ADD'L (2) #5 BARS EACH SIDE OF OPENING x 0'-5- U p t° 3 @ -4. a of w 0 FINISHED FLOOR > ELEVATION. a ,I z z o o a- 0 LU > O m is 1 N O � . @ MID HEIGHT) 1 CONN_ 1'-0" BELOW T/WALL) U.N.O. ON PANEL ELEVATION INTERIOR 1/2" JOINT ° a 4 CHAMFER ALL CORNERS OF OPENINGS. 13 TYPICAL PANEL REINFORCEMENT GS -4.1J SCALE: NONE (4)- /2"S HEADED 14" JOINT 1-4x4x%" x 0'-5- I 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 ' 8 TYPICAL CORNER DETAIL GS -4.1 SCALE: NONE 66"x3/8"W/ (4)- / "fix 31/2" LONG HEADEDS (PP3) 1" CLR. ., v0, D v a. ° n U a o. v n v n v. v L4x4x3/8" x 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN_ @ MID HEIGHT) 1 CONN. 1'-0" BELOW T/WALL) a U.N.O. ON PANEL ELEVATION o 0 TYP. 3" a 4 INTERIOR EXTERIOR d ' 9 TYPICAL CORNER DETAIL GS -4.1 SCALE: NONE G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" VERTICAL PANE4 REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 11/2" PLACE ON A 3'1/16 " TALL CHAIR. TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS EE PANEL ELEVATIONS 3 "CLR_ 3/4" CLR, _j U r • • ♦ • d • 4 0 ° #3 BARS @ 6" 0_C__j REVEALS (WHERE OCCURS) U 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 14 TYPICAL STRONGBAND GS -4.11 SCALE: NONE NOTE: 24 GA_ GALVANIZED PRE -SHAPED KEY MAY BE SUBSTITUTED 2X4 BEVELED KEY CONTINUOUS o 2 4" #4 CONTINUOUS 16 TYPICAL KEY JOINT AT SLAB LEAVE OUT GS -4.11 SCALE: 3/4" = 1'-0" 5:/2004-120.40 PHILLIPS P A R T N E R S H I P Architecture Is interior Design - Planning 770.3941616 F= 770.3941314 OU p K J 9 RBE F FI A ANCHOR CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL This document is ® Phillips Partnership, PC and is considered on Instrument of Service and is soler for use with respect to the project as indicated below. All nghts reserved This document may not be reproduced without the prior written consent of Phl6ps Partnership, PC_ TENANT DREss BARN 1901 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DRAWING TITLE DAD/RWG FOUNDATION SECTIONS SHEET NUMBER GS=4m fL� 6" X 6" X 3/8" W/ 4 - 1/2-0 X 3 1/2" LONG HEADED STUDS 1/2" JOINT ° a 4 4 4 1;, CLR. 0 ° Q' °. L 4 X 4 X 3/8" X 0'-5" 4 " 4 4 1 CONN. 2'-0" A.F.F_) 1 CONN_ @ MID HEIGHT) ° 1 CONN_ 1'-0" BELOW T/ WALL) U_N_O. ON PANEL ELEVATION 4 d d 4 b d INTERIOR ° EXTERIOR d ' 8 TYPICAL CORNER DETAIL GS -4.1 SCALE: NONE 66"x3/8"W/ (4)- / "fix 31/2" LONG HEADEDS (PP3) 1" CLR. ., v0, D v a. ° n U a o. v n v n v. v L4x4x3/8" x 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN_ @ MID HEIGHT) 1 CONN. 1'-0" BELOW T/WALL) a U.N.O. ON PANEL ELEVATION o 0 TYP. 3" a 4 INTERIOR EXTERIOR d ' 9 TYPICAL CORNER DETAIL GS -4.1 SCALE: NONE G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" VERTICAL PANE4 REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 11/2" PLACE ON A 3'1/16 " TALL CHAIR. TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS EE PANEL ELEVATIONS 3 "CLR_ 3/4" CLR, _j U r • • ♦ • d • 4 0 ° #3 BARS @ 6" 0_C__j REVEALS (WHERE OCCURS) U 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 14 TYPICAL STRONGBAND GS -4.11 SCALE: NONE NOTE: 24 GA_ GALVANIZED PRE -SHAPED KEY MAY BE SUBSTITUTED 2X4 BEVELED KEY CONTINUOUS o 2 4" #4 CONTINUOUS 16 TYPICAL KEY JOINT AT SLAB LEAVE OUT GS -4.11 SCALE: 3/4" = 1'-0" 5:/2004-120.40 PHILLIPS P A R T N E R S H I P Architecture Is interior Design - Planning 770.3941616 F= 770.3941314 OU p K J 9 RBE F FI A ANCHOR CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL This document is ® Phillips Partnership, PC and is considered on Instrument of Service and is soler for use with respect to the project as indicated below. All nghts reserved This document may not be reproduced without the prior written consent of Phl6ps Partnership, PC_ TENANT DREss BARN 1901 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DRAWING TITLE DAD/RWG FOUNDATION SECTIONS SHEET NUMBER GS=4m FINISHED PER CIVIL FLOOR SLAB PER FOUNDATION PLAN A F.FLOo j ELEV. (O #4 BARS x 4'-6" ® 2, T/WALL = (+8'-0" MAX.) ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o.c VERT_ '5 GS -4. 4'-0" 1 SECTION AT WALL GS -4.2 SCALE: 3/4" = 1'-0" [lCC PIAAICI M M1ATIIlA1C SEE PLAN FOR SLAB INFO. PROVIDE 20 GA_ RUNNER SHOOT RUNNER TO TUBE/CONC. W/ (2) 0.145"0 HILTI X–DNI PINS 0 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 TEK SCREWS GROUT FILLED 8" U -BLOCK BOND BEAM WITH 2-#5 BARS CONTINUOUS DISCONTINUE REINF. AT LASHING WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE #5 BARS SECTION AT SCREEN WALL SCALE: 3/4" = 1'-0" '4 GS -4. SECTION AT COMMON WALL SCALE: 3/4" = 1'-0" SEE CIVIL FOR SLAB INFO_ '6 GS -4. STOREFRONT SECTION SCALE: NONE xo : x x Q P • b p � 2 2'-0,. 0 I C,4r— � (2) #5 CORNER BARS. TS6x6x 1/4" CONNECT TO COLUMN BEYOND 6005162-33 METAL STUDS ® 16" O.C_ (3) #4 BARS CONT. 2 STOREFRONT SECTION -4-21 SCALE: NONE FLOOR SLAB PER FOUNDATION PLAN SEE CIVIL FOR SLAB INFO. ATTACHMENT OF ARCHITECTURAL PANELS #5 BARS 2" CL. TYP. -2-#5's CONT. ALL SIDES TYP_ PANEL THICKNESS 51/2 „ " OR 71/4 SEE ARCH FOR PANEL EXTENT a #4 BARS F PRZ. , T ARCHITECTURAL PANEL TO PANEL ATTACHMENT NEEDS TO USE 5"x5„x l/4” BENT PLATE 12" LONG W/ (2) '/20" HAS ANCHOR RODS PER LEG W/ 4'/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 ATTACHING TO BUILDING PANELS SHOULD BE DONE WITH AN EMBED PLATE IN THE TOP OF ARCHITECTURAL PANELS AND EMBED PLATE IN BUILDING PANEL AND WELD THE TWO EMBEDS TOGETHER WITH DIA WELDABLE ROD BETWEEN THEM. 3 F. FLOOR ELEV. (0.-0") RS x 4'-6" ® 24" O.C. FLOOR SLAB PER FOUNDATION PLAN F_ FLOOR ELEV. (0'-0") #4 BARS x 4'-6" CSD 2, ARCHITECTURAL PANELS SCALE: 3/4" = 1'-0" r`Cr' nAAIM M n/AT11AIr` T/PANEL F.E. _ (0'-0 /7 GS -4 SECTION AT COMMON WALL SCALE: 3/4" = 1'-0" B/PANEL FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV_ (0'-0") RS x 4'-6" ® 24" 0_C. 5:/2004-120.40 PHILLIPS P A R T N E R S H I P ArcKfiecture • Interior Design a Planning P'101f 770.3941616 770.3941314 E p K J A ANCHOR 0 RB C D E F H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL G REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is Wely 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 7A DRESS BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 1 11 1 11 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPSJOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RM DRAWING TITLE FOUNDATION SECTIONS SHEET NUMBER GS=4m2 •# 0•�' 1 1 � ' A 9 ROOF DECK PER FRAMING PLAN 1/ MIN 4 1/ •� 4 3/4"x6"x6" STABILIZER PL — WELD TO COLUMN — DO NOT WELD TO JOIST GIRDER KT SECTION GS -5.1 SCALE: NONE L4x4x 1/4" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE T.S. BEAM 1/ "x4"x�TUBE WIDTH MINUS WITH 3/8 x4"x(TUBE HEIGHT 1") SEAT MINUS 1 ") R GUSSET � y V 4" SLOT TUBE AND WELD TUBE TO SEAT R J. BEARING ELEV_ (SEE FRAMING PLAN) BOLT JOIST TO JOIST GIRDER AT COLUMN USING (2) 1/2"0 BOLTS T -S. COLUMN SEE PLAN FOR SIZE 3/16" KC TUBE T.S. BEAM WELD JOISTS TO JOIST GIRDER TYP. UNLESS NOTED OTHERWISE --\ MIN PER 1/8» _ 1 " SJI 1/8" 1" ' 4 ) TYPICAL TUBE CONNECTION GS -5.11 SCALE: NONE JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/4" CAP PL W/ (2) — 3/8" GUSSET PLATES AND (4) — 3/4" DIA_ BOLTS. D. BEARING ELEV. (SEE FRAMING PLAN) ROOF DECK PER FRAMING PLAN BRACING FROM --------------, ROM JOIST TO JOIST GIRDER AS REQUIRED BY JOIST GIRDER MANUFACTURER WELD PER MFG. ('2"� SECTION GS -5.1 SCALE: NONE �•J MIN PER 8•• 1 » SJI SEE ROOF FRAMING PLAN FOR MEMBER SIZES EXTERIOR FACE OF 71/4" TILT—UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4 ,, T. PARAPET ELEV. DETAILS_- - �— L5x31/ "�3/�"0:, 9" LONG GC NOTE: REFER TO ARCH w/ (2� /2 44 EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS, OFALL EXTERIOR REVEALS 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" = 1'-0" f—UP CONCRETE _L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT JI LIC..L 'L /8 A- Al —V (Fy = 36 k.s.i_) FULLY WELD TO CONTINUOUS ANGLE CHORD ELEMENT TYPICAL AT EACH ANGLE JT. G.C. NOTE: DO NOT PROVIDE DIAPHRAGM SPLICE AT EXPANSION JOINT LOCATIONS - or 3 1 WALL DIAPHARM CHORD SPLICE GS -5.11 SCALE: 11/2» = 1'-0" MIN PER I SJI 1/4» 2" II II II BEARING PLATE_ G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY_ f,-- HEADED STUDS PANEL JOINT 7 CONNECTION GS -5.1 SCALE: 1 1/2" = 1'-0" 5:/2004-120.40 I PHILLIPS P A R T N E R S H I P Architecture • Interior Design - Planning 7703941616 '" 770.3941314 K J qA R8 ANCHOR B C 0 E F H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. AO rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT VA DRESs BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER *k SANFORD, FLORIDA CLIENT I NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RM DRAWING TITLE FRAMING SECTIONS SHEET NUMBER GS=5m 1 L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION a ° BOLT L TO WALL w/ 1/"9x4" LONG ANCHORS ® 32" O.C. ?tE DETAIL 3/GS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL - J. BEARING ELEV_ (SEE FRAMING PLAN) a � . \\ 5"x 121/ "x 1 13/4" BLOCKOUT ON EAC SIDE OF PANEL JOINT FOR JOIST GIRDER BEARING_ a 1/4" 2" 51/4" SJN PER 1/4" 2" 4 .0 AT SIM_ PROVIDE 5"x12/2"x113/4" BLOCKOUT. 3/8"x 5"x 1 1 1/2" BEARING PLATE w/ 2) /2"Ox4 LONG HEADED STUDS JOIST PER 7 FRAMING PLAN (7" GAGE)_ Q 4 AT SIM. PROVIDE 3/8"x5"x 111/2" BEARING PLATE. d cs-5-1 DO NOT WELD BOTTOM CHORD OF GIRDER OIL �— L5x31/ "�3/�"0:, 9" LONG GC NOTE: REFER TO ARCH w/ (2� /2 44 EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS, OFALL EXTERIOR REVEALS 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" = 1'-0" f—UP CONCRETE _L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT JI LIC..L 'L /8 A- Al —V (Fy = 36 k.s.i_) FULLY WELD TO CONTINUOUS ANGLE CHORD ELEMENT TYPICAL AT EACH ANGLE JT. G.C. NOTE: DO NOT PROVIDE DIAPHRAGM SPLICE AT EXPANSION JOINT LOCATIONS - or 3 1 WALL DIAPHARM CHORD SPLICE GS -5.11 SCALE: 11/2» = 1'-0" MIN PER I SJI 1/4» 2" II II II BEARING PLATE_ G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY_ f,-- HEADED STUDS PANEL JOINT 7 CONNECTION GS -5.1 SCALE: 1 1/2" = 1'-0" 5:/2004-120.40 I PHILLIPS P A R T N E R S H I P Architecture • Interior Design - Planning 7703941616 '" 770.3941314 K J qA R8 ANCHOR B C 0 E F H CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. AO rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT VA DRESs BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER *k SANFORD, FLORIDA CLIENT I NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RM DRAWING TITLE FRAMING SECTIONS SHEET NUMBER GS=5m 1 ' 1 TYP. JOIST GIRDER BEARING AT PANEL JOINT GS -5.2 SCALE: 3/4" = V -0 - EXTERIOR FACE OF TILT—UP WALL D_ BEARING & TOP OF PANEL ELEV. (SEE FRAMING PLAN) 3/8"x4" CONT. R. AND /2,DIAM_x4' H -D. STUDS 0 18 O.C. GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS I 71/q," TILT—UP PANEL WELD DECK TO CONT. 4" R PER DECK PATTERN a' 1/2" 0 EXPANSION BOLT AT TYP. B.A.C. (B.A.C_ BY JOIST MANUFACTURER.) METAL DECK PER FRAMING PLAN. — STD. BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG. JOIST PER FRAMING PLAN. ' 4 SECTION AT DECK BEARING W/O PARAPET GS -5.2 SCALE: 3/4" = V -0 - SEE DETAIL 3/GS-5.1 FOR SPLICE OF CLOSURE ANGLE BLOCKING PER ARCH_ T/PANEL SEE PLAN 4X4"X 1/4" CONT. ANGLE w/ 1/2"0 X 5" HEADED STUDS 0 18" 0_C_ GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS L3x3x 1/4" CONT. WELD L TO JOIST, WELD DECK TO ANGLE. TS21/2"x21/2»x3/16» x 6" LONG CENTERED BETWEEN JOISTS FULLY WELD TO ANGLE SHOOT TO DECK ROOF DECK PER FRAMING PLAN JOIST PER FRAMING PLAN. 6 SECTION AT JOIST BEARING W/O PARAPET GS -5.2 SCALE: 3/4" = 1' -0 - )OF DECK PER TAMING PLAN BEARING PLATE. 1/," PANEL JOINT 2 CONNECTION GS -5.2 SCALE: 1 1/2" = 1'-0" 4" STU DS I I I 3/16" I I 3/16 " n— T.S. COLUMN FULLY WELD ANGLE TO COLUMN '/2"0 HEADED STUDS METAL DECKING_ SEE PLAN. 3X2X 1/4"X5" --/ (L.L.V.) EA. SIDE SEE PLAN_ — ANGLE. SEE PLAN. WELD ANGLE TO DECK PER DECK ATTACHMENT PATTERN. ' 5 DRAG STRUT CONNECTION GS -5.2 SCALE: 3/4" = 1'-0" 71/4" TILT—UP PANEL 4—X10-16 SCREWS EACH STUD. TYP_ T. PARAPET ELEV_ (SEE ARCH.) 6"x6"x6" LONG x 18 GA CLIP ANGLE W/ 2— 3/16"0 HILTI KWIK—CON II FASTENERS (13/4 MIN EMBED) AT EACH STUD. 0 EXTERIOR FACE OF TILT—UP WALL g", 20 GA IETAL STUDS 0 6" O.C_ SEE ARCH 'OR SIZE AT VARIOUS .00ATIONS. 8", 20 GA METAL TRACK EACH END_ TYP. PARAPET CONNECTION SCALE: 3/4" = 1'-0" T. PARAPET ELE (SEE ARCH_) D. BEARING ELEV. (SEE FRAMING PLAN) 3/16 ANGLE. SEE PLAN. WELD ANGLE TO DECK PER DECK ATTACHMENT PATTERN. DECK BEARING VARIES (SEE PLAN) 3/16 2» 3/16» V 2» GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS L3x3x 1/4" CONT. CLOSURE WELD DECK TO ANGLE EXP. BOLT L TO WALL w/ METAL1"�RAM NG DECK PER Q x 4" EMBEDMENT 0 32 0_C_ SEE 3/GS-5.1 FOR SPLICED TAIL. A d d d a 0 �— 1/2" 0 EXPANSION BOLT ( STD. BRIDGING PER SJI SPECIFICATIONS AT TYP_ B.A.C. BY JOIST MFG. °9 (B.A.C. BY JOIST MANUFACTURER.) JOIST PER FRAMING PLAN- " 3 SECTION AT DECK BEARING W/ PARAPET GS -5.2 SCALE: 3/4" = 1'-0" S:/2004-120.40 PHILLIPS P A R T N E R S H I P Architecture • hrterW Design • Planning mmom 770.394.1616 'm 770.394.1314 EU p K J RB E F H A ANCHOR B C ❑ CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership, PC and is considered an Instrument of Service and is solely tar use with respect to the project as indicated below. Al' rights reserved This document may not be re roducad without the prior written consent of Philips Partnership, PC. TENANT '�A DRESS BARN 7901 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/RM DRAWING TITLE FRAMING SECTIONS SHEET NUMBER GS=502 PROVIDE 20 GA. RUNNER CSD END OF STUDS SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS @ 16" O.C. 60OS162-33 METAL STUDS @ 16" 0_C. 1/2" RATED SHEATHING SEE 3/GS-5.3 FOR ATTACHMENT PATTERN x x I I x'x x x x x x x I I x x x x x x 3/,"02" CONT. R --� WELD R TO JOISTS PROVIDE C6x8.2 WELD CHANNEL TO R WELD DECK TO R L13/4x 13/4x '/4" CONT. J BETWEEN JOISTS WELD TO JOIST AND DECK SPACE @ 5'-0" MAXIMUM FROM ROOF BEAM WELD KICKER TO ANGLE L 1 1/2x 1 '/2x 1/4" KICKER @ 5'-0" O.C. 60OS162-33 METAL STUDS @ 16" 0_C. BOTT_/TUBE (SEE PLAN) '1 GS - 10'-7" (4) # 1p� 16 SCREW$ — " TYP_ S D TO STUD CONNECTION PREFAB. LIGHT GAUGE ROLLED TR BY 0TH @ 16" O.C_ PROVIDE 16 GA. RUNNER BEAM BEYOND TO TUBE W/ (2) SHOOT RUNNER TO CHANNEL W/ @ 16" O.C_ SCREW FLANGES (2) 0.145"4 HILTI X—DNI PINS 1/2" RATED SHEATHING W/ (2) #10-16 @ 16" O.C. SCREWS REQUIRES x x x x x x x x x SCREW FLANGE'S OF RUNNER 0 OUTER WALLS SEE 3/GS-5.3 FOR x TO FLANGES OF STUDS x x W/ (2) #10-1 SCREWS ATTACHMENT PATTERN" L3x3x /4 CONT. ANGLE WELD ANGLE TO JOISTS x x SHOOT STUDS TO ANGLE x x x W/ (2) 0.145"0 HILTI X—DNI PINS x ROOF BEAM x CSD 16" O.C. SEE PLAN FOR SIZE x 18 BI SHOP WELD L2x2x 1/4"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 PROVIDE 18 GA. RUNNER SHOOT RUNNER TO TUBE W/ (2) 0.145"0 HILTI X—DNI PINS @ 16" 0.C_ @ 16" O.C_ SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS CANOPY SECTION SCALE: 3/4" = 1'-0" L13/4x13/4x'/4" CONT. � BETWEEN JOISTS WELD TO JOIST AND DECK SPACE @ 5'-0" MAXIMUM FROM ROOF BEAM WELD KICKER TO ANGLE 80OS162-33 METAL STUDS - ® 16" 0_C. PROVIDE 18 GA_ RUNNER SHOOT CLIP TO BEAM W/ (2) .145"0 HILTI X—DNI PINS @ 16" O.C_ x x x x x x x x x SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS TOP/PARAPET VARIES–SEE ARCH_ x x I I x x x x x x \ PROVIDE 20 GA. RUNNER @ END OF STUDS SCREW FLANGES OF RUNNER x x x TO FLANGES OF STUDS x x x x W/ (2) #10-16 SCREWS PER FLANGE @ 16 O.C. x x x x x x x x x x x x x x ri 60OS162-33 METAL STUDS © 16" 0_C. - PROVIDE 5"x5" 16 GA. CLIP ANGLE WELD CLIP ANGLE TO TUBE SCREW CLIP ANGLE TO STUDS W/ (4) #10-16 SCREWS TOP/TUBE (SEE PLAN) 60OS162-33 METAL STUDS @ 16" O.C. L 1 1/2x 1 '/2x '/4" KICKER @ 5'-0" O.C_ D.B.E. (+19'-3 /4") SHOP WELD L2x2x 1/4"x3"LONG CLIP TO BEAM @ 5'-0" 0_C. PROVIDE '16 GA_ SLIP TRACK SHOOT CLIP TO BEAM W/ (2) .145"0 HILTI X—DNI PINS CSD 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS 60OS162-33 METAL STUDS @ 16" O.C. 5"x5" 16 GA_ CLIP ANGLE SHOOT CLIP ANGLE TO TUBE W/ (2) 0.145"0 HILTI X—DNI PINS @ 16" 0-C. SCREW CLIP ANGLE TO STUDS W/ (4) #10-16 SCREWS (SEE PLAN) #10-15 SCREWS @ 12" O.C. @ INNER SUPPORTS SHEAR WALL BOUNDARY ATTACH STUDS TO TRUSS W/ #10-16 TEK SCREWS PRE—ENGINEERED LIGHT GAUGE METAL TRUSSES @ 16" O.C. TS8x6x1 MAX_ SEE ARCH FOR TRUSS PROFILE /4" 1/2" RATED SHEATHING @ OUTER WALLS SEE 3/GS-5.3 FOR ATTACHMENT PATTERN TS6x6x 1/4" STUB COLUMN BEYOND 50OS162-33 METAL STUDS @ 16" O.C_ 80OS162-33 METAL STUDS @ 16" O.C. xx x x xx x x x x x x x x 5"x5" 16 GA. CLIP ANGLE X x x x SHOOT CLIP TO TUBE W/ x x (2) 0.1450 HILT X—DNI PINS @ 16" O.C. SCREW CLIP TO STUDS W/ (4) #10-16 TEK SCREWS T/STEEL — TRUSS BEARING x (SEE PLAN) x x 60OS162-33 METAL STUDS @ 16" O.C_ PROVIDE 18 GA. RUNNER SHOOT RUNNER TO R W/ (2) 0.145"0 HILTI X—DNI PINS CSD 16" 0_C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS i Ir T/STEEL — VARIES (SEE PLAN) 12"x 3/g" CONT. RATE WELD PLATE TO BEAM WELD DECK TO RATE ' 2 1 CANOPY RETURN OVER BUILDING GS -5.31 SCALE: 3/4" = 1'-0" #10-16 SCREWS @ 8" O.C. @ ALL SUPPORTED EDGES X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x HORIZONTAL IF HEIGHT STUDS OF WALL REQUIRES x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 16" TYP_ x x x x x x x x Nxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x \,X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X X X X X X X X X X X X X ' 3 SHEAR WALL ATTACHMENT TO METAL STUDS GS -5.3 SCALE: NONE — METAL STUD FRAMING 5:/2004-120.40 PHILLIPS P A R T N E R S H I P Arichitedure is Interior Design a Planning "m 770394.1616 Fu 770.3943314 K J 9 RBC D E F H A ANCHOR CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS— # DATE DESCRIPTION This document is 0 Phillips partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT WA DRESS BARN 1901 W. P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT I 1 11 11 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 25/1a/04 DRAWING TITLE DAD/RM. CANOPY SECTIONS SHEET NUMBER GS=5m3 PHILLIPS P A R T N E R S H I P Arvchitedure - Interior Design - Planning 770.394.1616 F` 770.3941314 E p K J A ANCHOR B R8 C D E F H TOP/PARAPET CONSULTANT x VARIES -SEE ARCH xHAINES, (4) #10-16 SCREWS PROVIDE 20 GA. RUNNER TYP. STUD TO STUD CONNECTION 80OS162-33 0 END OF STUDS GIPSON & METAL STUDS SCREW FLANGES OF RUNNER 0 16" O.C. TO FLANGES OF STUDS W/ (2) #10-16 SCREWS PER FLANGE 3" 0 16" ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 L3x3x /4" CONT_ ANGLE 400S162-43 METAL STUDS LAWRENCEVILLE. GEORGIA 30043 WELD ANGLE TO JOISTS ® 16 0_C_ SHOOT STUDS TO ANGLE 770.491.7550 FAX 770.491.7750 T/STEEL —TRUSS BEARING W/ (2) 0.145-0 HILTI X—DNI PINS ROOF BEAM SEAL 0 16" O.C. SEE PLAN FOR SIZE x x (SEE PLAN) PRE-ENGINEERED LIGHT GAUGE x x D.B.E.OL ' ETAL TRUSSES 0 16" O_C_ (SEE PLAN) MAX_ SEE ARCH FOR TRUSS PROFILE PROVIDE 6"x5" 16 GA_ SHOP WELD L2x2x 1/4"x3"LONG CLIP CLIP ANGLE ® 16" O.C. B B TO BEAM 0 5'-0" O.C_ SHOOT CLIP TO BEAM W/ (2) 0.145"0 HILTI X -DNI PINS PROVIDE 20 GA. RUNNER / (4) SHOOT RUNNER TO BEAM W SCREW CLIP TO STUDS W / 3"06 16 GA_ X -STRAP BRACING # 10-16 SCREWS ® 16" 0_C. L 1-%x 13/ x �/ " CONT. ( ) 4 4 2 0;,145 0s HILTI X -DNI PINS REVISIONS FROM TOP/STUB COLUMN BEYOND BETWEEN JOISTS x x x x 0 16 O.C_ TO WT AT WALL/DECK ELEV. WELD TO JOIST AND DECK SCREW STRAPS TO EACH STUD W/ SPACE O OIST5'-0MAXIMUM x x x x PROVIDE SL SERIES "VERTICLIP" AT # DATE DESCRIPTION (2) #10-16 SCREWS FROM ROOF BEAM EACH STUD TO ALLOW FOR VERTICAL WELD KICKER TO ANGLE DEFLECTION OF STEEL BEAM L3x3x 1/4" CONT. ANGLE L1 1/2x1'/2x1/4" KICKER WELD ANGLE TO BEAM 0 5'-0" O.C. SHOOT STUDS TO ANGLE W/ (2) 0.145-0 HILTI X -DNI PINS 60OS162-33 METAL STUDS 0 16" 0_C_ 0 16" O.C. 6005162-33 METAL STUDS 4, ® 16" O.C_ PROVIDE 18 GA. RUNNER SHOOT RUNNER TO TUBE W/ (2) 0.145"0 HILTI X -DNI PINS - - ® 16" O.C_ TOP/STEEL x x x x (VARIES) x x x TORFLAN ES EW FLANGES F STUDS RUNNER W/ (2) #10-16 SCREWS BOTT./TUBE SEE PLAN) 60OS162-33 METAL STUDS 0 16" 0_C. This document is ski Phillips partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indiicoted below. All rights reserved This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT (4) #10-16 SCREWS TYP. STUD TO STUD CONNECTION 7A DREss BARN 1901 W.P. BALL BOULEVARD TOP/TUBE K2N STOREFRONT SECTION PROJECT 800S162-33 METAL STUDS P.X—X. (SEE PLAN) .SCALE: 3/4" = 1'-0" THE MARKETPLACE AT0 16" O.C_ SEMINOLE TOWNE CENTER 60OS162-33 METAL STUDS 0 16" O.C. 7-7 PROVIDE 6"x5" 16 GA. SANFORD, FLORIDA CLIP ANGLE 0 16" O.C. SHOOT CLIP TO BEAM W/ (2) CLIENT 0.145"0 HILTI X—DNI PINS SCREW CLIP TO STUDS W/ (4) #10-16 SCREWS 0 16" O.C. NORTH AMERICM PRIOPERm NORTH AMERICAN PROPERTIES — ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 1 CANOPY RETURN SECTION PHILLIPS JOB NUMBER 0208616 — •4 SCALE: 3/4" = 1'-0" ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RM DRAWING TITLE CANOPY SECTIONS SHEET NUMBER GS=5m4 •000 CENTRAL PARK WEST SUITE 400 ATI •• 5:/2004-120.40 T/PANEL ELEV. (25'-7 2') DECK BEARING LINENS (SEE LINENS) AII DECK BEARING (16'-0 2") F.F.E. ELEV. (0'-0") B/PANEL ELEV. (-1'-11") T/FTG. ELEV. (-2'-0") T/PANEL ELEV_ (19'-0 2") w Z C4 W M■ 34'-9" 102'– 6" 350-0 .* C 32'-9" 14'-103/4" z 17'-6" z 17'-6" 17'-6" 17'-4y2" 16'-9y4" w p o 0 GP -1 Z W GP -2 z w GP -3 Z W GP -4 Z w GP -5 z w GP -6 c Q ¢ Z c Z Z IL w a_ a SHOE C RNIVAL SHOE ARNIVAL SHOE ARNIVAL n PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 (3) #5 BARS 2' 0" EACH FACE W/ #3 TIES 0 6" O.C. (5) #5 BARS EACH FAC E W/ #3 TIES 0 6" O.C. PANEL REINFORCEMENT 4'—O" PER DETAIL 12/GS-4.1 PANEL REINFORCEMENT 2'-O" PER DETAIL 12/GS-4.1 (3) #5 BARS EACH FACE W/ #3 TIES 0 6" O.C_ (5) #5 BARS EACH FACE W/ #3 TIES 0 6" 0_C. PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 4 -i0 - PANEL REINFORCEMENT 2'-0" PER DETAIL 12/GS-4.1 PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 ", 1 �\ INTERIOR ELEVATION ALONG COLUMN LINE "1100" GS -6.11 SCALE: 1/8" = V-0" 1000 1030 71060 "19'-434" 19-44 19'-4/ 20'-0"C CL Z JZ J Z J GP -10 a GP -9 z GP -8 z GP -7 1'-6" O #6 BARS (2) 6 BARS EACH FACE W/ EACH CE W/ # �IES 0 6" 0_C. #3 TIES 0 6" Q.C. 1' ' 6'-0" PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 PER DETAIL 12/GS-4.1 PANEL REINFOR MENT PER DETAIL 1 S-4.1 00 2? -0- 32'-9" 39'-0" LINENS M THINGS z O w ZJ gLJ PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 1100 � 2 INTERIOR ELEVATION ALONG COLUMN LINE "D" GS -6.1 SCALE: 1/$" = 1'-0" C 102'-6" 35'-0" 34'-9" LINENS THINGS O O O Z J Z J Z J w w w 19'-6" 19'-6" a 19'-6" GP -12 GP -13 GP -14 GP -15 (6) #6 BARS EACH FACE W/ #3 TIES 0 6" O.C. PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 _-- LEAVE -OUT SEE 12ZGS-5,2 12 (4) #6 A S EA #6 BARS 4 6 BARS EACH FAC EACH FACE W/ EACH FACE W/ #3 TIES 0 6" 0 C. #3 TIES 0 6" O.C. #3 TIES 0 6" O.C. (4) #6 BARS EACH FACE W/ PANEL REINFORCEMENT 3 TIES 0 6" O.C_ PANEL REINFORCEMENT PER DETAIL 12/GS-4.1 PER DETAIL 12/GS-4.1 3 0" PANEL REINFORCEMENT '— " PER DETAIL 12/GS-4.1 3 –0" 2'-0" "' 3 -� INTERIOR ELEVATION ALONG COLUMN LINE "1000" GS -6.11 SCALE: 1/8" = 1'-0" 39' 17.0" LINENS THINGS w Z_ J z 7y4" T/PANEL ELEV- ( 15'- 10") LEV_(15'-10") 0 En Ira -MW F_F_E- ELEV. (O1—O") B/PANEL ELEV_ T/FTG_ELEV. (-1'-4") PANEL REINF R EMENT PER DETAIL 2/GS-4.1 T/PANEL ELEV_ 14 (16'-0'/2-) F_F_E_ ELEV- (0 0 B/PANEL ELEV. T/FTG_ ELEV_ (-1'-4") T/PANEL ELEV. (27'-1 2") DECK BEARING LINENS (SEE LINENS) DECK BEARING (19'-0 2") F.F.E. ELEV. (0'-0") B/PANEL ELEV_ T/FTG. ELEV. (-2'-0") S:/2004-120.40 PHILLIPS P A R T N E R S H I P Architecture - Interior Design a Plaming Plkm 77A'2nA 1L1L Ant '"A'2nA 121A � p K J I: e R13E F H A ANCHOR C D CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is a Phillipa 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 wADRESSBARN 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 020861E ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DAD/RWG DRAWING TITLE PANEL ELEVATIONS SHEET NUMBER GS=6ml „.I 4 7/8” 5/8" G.W.B. METAL TRACK SHIM AS REQUIRED HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR FRAME 3 5/8" WOOD STUDS 3 5/8" METAL STUDS TYPICAL METAL DOOR HEADER/JAMB SCALE: N.T.S. NOTES G.0 HAS 5 DAYS TO COMPLETE TENANT'S PUNCH LIST OR TENANT SHALL HAVE THE RIGHT TO COMPLETE THE WORK AT LANDLORD'S EXPENSE. PLUMBING G.0 SHALL PROVIDE: ONE COMPLETELY ENCLOSED TOILET ROOM, OR AS MANY AS REQUIRED BY CODE, INCLUDING TOILETS, WASH BASIN, COLD AND HOT WATER (MINIMUM 6 GAL. ELECTRIC), COMBINATION FANLIGHT FIXTURE WITH WALL SWITCH, V.C.T., SLOP SINK AND WATER FOUNTAIN AS REQUIRED BY CODE LOCATED IN ACCORDANCE WITH TENANT'S PLANS AND SPECIFICATIONS, ALL MUST MEET LOCAL OR FEDERAL MINIMUM HANDICAPPED REQUIREMENTS, WHICHEVER IS GREATER. G.0 SHALL OBTAIN FULL AND COMPLETE WARRANTIES (WHICH WILL REMAIN IN EFFECT 1 YEAR) FOR ALL HVAC, ELECTRICAL AND PLUMBING EQUIPMENT FROM THE CONTRACTOR PROVIDING SAID SERVICES AND FORWARD TO TENANT FOR ITS RECORDS. G.0 TO PROVIDE FULL AND FINAL UTILITIES HOOK UP, SEPARATELY METERED TO TENANT SPACE READY FOR REASSIGNMENT TO TENANT ACCOUNT PRIOR TO POSSESSION. FIRE EXTINGUISHER 10 -LB, MULTIPURPOSE ODRY -CHEMICAL (CLASS A, B, C) TO BE MOUNTED T -W ABOVE FINISHED FLOOR WHERE SHOWN OR DIRECTED BY LOCAL FIRE MARSHALL LANDLORD TO PROVIDE H.V.A.C. AS FOLLOWS : 100% NEW H.V.A.C. UNITS FOR 100% OF LEASED SPACE WITH CONTROLS, NIGHT SET BACK THERMOSTATS (LIGHTSTAT MODEL#TME-AW), AND ECONOMIZERS. DUCTING MUST BE INSULATED AND UNIT(S) MUST HAVE A DIRECT DUCT RETURN SYSTEM. 100% OF PREMISES TO BE DUCTED TO ACCOMMODATE TENANT'S ARCHITECTURAL LAYOUT. MINIMUM REQUIREMENTS OF 1 TON OF AIR CONDITIONING FOR EVERY 300 SQUARE FEET AND A MINIMUM TEMPERATURE OF 70 DEGREES TO BE MAINTAINED THROUGHOUT THE ENTIRE PREMISES DURING THE HEATING SEASON WHEN THERE IS 0 DEGREES F OUTSIDE WITH 15 MPH WIND. NO ONE DIFFUSER TO BE SUPPLYING MORE THAN 500 CFM. LANDLORD WILL PROVIDE DUCT HEATERS WITH INDIVIDUAL T STAT FOR STOCKROOM AND REAR AREA FITTING ROOMS. LANDLORD WILL PROVIDE BALANCING REPORT TO DRESS BARN AT TIME OF POSSESSION. EXTERIOR REAR DOOR TO BE R DARK GRAY OR BUILDING STANI COLOR BY LANDLORD. INTERIO REAR DOOR TO BE PAINTED SEI DARK GRAY BY TENANT G.C. LANDLORD TO FURNISH AND INE LOCK. REAR DOOR ALSO TO HAVE A PI 5'4" A.F.F. WEATHER STRIPPIN{ SWEEP TO BE INSTALLED AS RE LANDLORD. PROVIDE DRINKING FOUNTAIN BASE BUILDING EXTERIOR WALI TO BE BUILT OUT WITH 5/2" TYP 'W GYPSUM BOARD ON 3-5/8" METAL STUDS WITH A MINIMUM R11 INSULATION, 440 A 4'-2" FINISHED DRYWALL OPENING F_ CLEAR TO ACOUSTICAL CEILING ABOVE � G� PLAN VIEW @ REAR FITTING ROOM ENTRANCE 5f-%] SCALE: N.T.S. QI IDDI V AK1r% IAIQTAI 1 AAr%D 01KIV 1A11'rU I PRAMIAI(.`. INAI 1 C Til RG 1 INTERIOR FLOOR PLAN GA -1.2 SCALE: 118"=1'-0" QCT) 1 z1VSanford Fire 1*eVC Di fit on V. NOTES ate: F 1. ALL SUBTRADES SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS, OR WHICH EXISTING CONDITIONS OCCURRING ABOVE OR BELOW THE PREMISES AND SHALL MAKE CHANGES FROM TIME TO TIME AS REQUIRED TO ACCOMMODATE SUCH WORK OR CONDITIONS. ALL CHANGES THAT SHALL EFFECT THE FINAL APPEARANCE OF THE PROJECT SHALL BE APPROVED IN ADVANCE BY DRESS BARN. 2. CUTTING AND PATCHING OF ROOF DECK FOR ALL OPENINGS SHALL BE PERFORMED BY AT SUBCONTRACTOR'S EXPENSE. LANDLORD'S ROOFER 3. BUILDING DOORS ARE NOT TO BE PROPPED OPEN BY CONSTRUCTION MEN AT ANY TIME. 4. ALL SUBTRADES SHALL VERIFY REMOVAL OF DEBRIS AND GARBAGE GENERATED BY THEIR WORK TO RECEPTACLE PROVIDED BY THE G.C. LOCATION TO BE DESIGNATED BY LANDLORD. 5. ALL SUBTRADES SHALL REMOVE EXCESS MATERIALS AFTER WORK IS COMPLETED AND FLOOR TO BE BROOM CLEANED, 6. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND OF FIRST CLASS QUALITY UNLESS OTHERWISE INDICATED. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE OF THE OPENING OF THE STORE. 7. MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITH SEALS AND LABELS INTACT AND LEGIBLE. SHOULD A CONFLICT OR DISCREPANCY EXIST BETWEEN MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS AND THOSE ON THE DRAWINGS, THE TENANT G.C. SHALL CONTACT DRESS BARN PRIOR TO FURTHER WORK IN THE AREA OF QUESTION. 8. THE TERMS EQUAL OR APPROVED EQUAL SHALL REQUIRE REQUESTS FOR SUBSTITUTIONS FOR PRODUCTS OR MANUFACTURERS NOT SPECIFIED. APPROVED SUBSTITUTIONS SHALL BE LISTED IN AN ADDENDUM TO THE CONTRACT. 9. NO PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWING, PRODUCT DATA OR SAMPLES SHALL BE COMMENCED UNTIL THE SUBMITTAL HAS BEEN APPROVED. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. 10. EXISTING CONCRETE FLOOR TO BE PATCHED AND REPAIRED AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. FLOOR SLOPED AS REQUIRED, A MINIMUM OF 24" FOR AN EVEN AND FLUSH TRANSITION BETWEEN VARYING NEW AND/OR EXISTING FLOOR FINISHES. 11. ALL DIMENSIONAL LUMBER, PLYWOOD, PARTICLE BOARD, ETC. USED IN CONSTRUCTION SHALL BE PRESSURE TREATED, U.L. CERTIFIED, NON-COMBUSTIBLE. ALL LUMBER IN CONTACT WITH 12. CONCRETE, MASONRY OR EARTH SHALL BE TREATED WITH PRESERVATIVE. 13. CARPENTRY CONTRACTOR TO PROVIDE WOOD BLOCKING, FURRING, SUPPORTS, ANCHORS, ETC. AS REQUIRED FOR FIXTURES, STANDARDS, ELECTRICAL, PLUMBING, ETC. AND PROVIDE CUTTING AND PATCHING REQUIRED FOR WORK OF OTHER AREAS. 14. WORK IN PLACE THAT IS SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED IN SUCH A MANNER SUCH THAT UPON COMPLETION THE ENTIRE WORK WILL BE DELIVERED IN PROPER UNBLEMISHED CONDITION. 15. FINISHED CARPENTRY WORK SHALL BE ERECTED PLUMB AND SQUARE COPED AT INSIDE CORNERS, MITERED AT OUTSIDE CORNERS IN ACCORDANCE WITH THE DRAWINGS. ALL SURFACES TO BE SANDED SMOOTH AND EVEN. DRILL ALL HARDWOOD NAIL HOLES TO PREVENT SPLITTING. BLIND NAIL WHERE POSSIBLE AND ALL SURFACE NAILS TO SET. FLAT TRIM TO BE BACKED OUT TO PREVENT WARPING. NAIL HOLES, CRACKS AND OTHER DEFECTS TO BE TREATED TO RENDER THEM UNNOTICEABLE. 16. ALL DOORS AND DOOR HARDWARE PROVIDED AND INSTALLED BY THE CARPENTRY CONTRACTOR. SEE DOOR SCHEDULE FOR EXCEPTIONS. COMMERCIAL GRADE FINISH HARDWARE, LABELED WHERE REQUIRED, SHALL BE USED THROUGHOUT. 17. SOLID CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION INDUSTRY STANDARD. DOOR HARDWARE SHALL BE RUSSWIN, SCHLAGE, YALE OR CORBIN. FINISH TO BE US260 OR US32D. ROLL -UP GRILLE (WHEN REQUIRED) TO BE FURNISHED AND INSTALLED BY THE GRILLE CONTRACTOR. 18. METAL STUD SYSTEM TO BE CONSTRUCTED AS FOLLOWS: FOR PARTITIONS UP TO AND INCLUDING 15'-6" IN HEIGHT, 3-5/8" 25 GAUGE STUDS AT 16" ON CENTER. FOR PARTITIONS ABOVE 15'-6" IN HEIGHT 6" 20 GAUGE STUDS AT 16" O.C. ALL PARTITIONS ADJACENT TO OTHER LEASE OR COMMON AREAS TO HAVE 5/8" FIRE CODE GYPSUM BOARD ON ONE SIDE, FIRE TAPED AND SPACKLED ALL JOINTS. 19. GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL CORNER BEADS, TRIM ACCESSORIES AND MOLDINGS, ETC. AS REQUIRED FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. REPAIR AND PATCH EXISTING WALLS AS REQUIRED TO ACCEPT NEW FINISHES. 20. SPRINKLERS: WORK AND APPARATUS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH LATEST NATIONAL FIRE PROTECTION ASSOCIATION STANDARD NO. 13. IN FINISHED ROOMS, ALL SPRINKLER SYSTEM PIPING SHALL BE CONCEALED. PROTECTION AREA PER SPRINKLER SHALL NOT EXCEED ONE HUNDRED -THIRTY (130) SQUARE FEET IN SALES ROOM AND ONE -HUNDRED (100) SQUARE FEET IN SERVICE ROOM. SPRINKLER HEADS SHALL BE UL AND RM APPROVED. HIGH SENSITIVITY GLOW BULB TYPE, CHROME PLATED, AND NOTED 165 DEGREES TEMPERATURE RATING. SPRINKLER HEADS LOCATED IN SHOW WINDOW SHALL BE RECESSED TYPE. ALL OTHER SPRINKLER HEADS LOCATED IN SALES ROOM SHALL BE SEMI -RECESSED TYPE. UPON COMPLETION OF INSTALLATION, THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT A WRITTEN CERTIFICATE TO THE OWNER FROM THE UNDERWRITER STATING THAT THE cg;; E WITH DRESS BARN INTERIOR DWGS. 40 B 21. WATERPROOF FLOORS (EMPLOYEE TOILET ROOM) WHEN REQUIRED: ALTERNATE #1- 3-1/2" OF SMOOTH FINISH CONCRETE. ALTERNATE #-2" OF MAGNESITE OR OTHER ACCEPTABLE SUBSTITUTE LAID OVER HEAVY WIRE SCREENING. SCREEN AND FLOOR COVERING TO BE CARRIED UP WALL 6". ALTERNATE #3 - ALIQUID VINYL - ACRYLIC COPOLYMER WATERPROOFING AGENT. 22. THE G.0 SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR (WHEN REQUIRED) FOR A COMPLETE PLUMBING SYSTEM. WORK TO INCLUDE THE FOLLOWING: SANITARY DRAINAGE SYSTEM; COLD WATERING SYSTEM, INCLUDING WATER METER; HOT WATER SYSTEM INCLUDING WATER HEATER, PIPE COVERING; PLUMBING FIXTURES, FLOOR DRAINS, UTILITY SINK, PAPER TOWEL DISPENSER, MIRROR, SOAP DISPENSER, GRAB BARS FOR PHYSICALLY HANDICAPPED, CLEANING AND PROTECTION, PERMITS AND INSPECTION, IDENTIFICATION TAGS, TESTS, GUARANTEES AND WARRANTIES. 23. TOILET ROOMS SHALL CONFORM TO ALL ACCESSIBILITY REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A) WATER CLOSET SEAT HEIGHT -17" TO 19" A.F.F. B) CENTER LINE OF WATER CLOSET -18" FROM SIDE WALL C) GRAB BAR BEHIND WATER CLOSET - 36" LENGTH, 33-36" A.F.F. D) GRAB BAR DIAMETER -1-1/4" TO 1-1/2" E) SPACE BETWEEN WALL AND GRAB BAR - 1-1/2" F) TOILET PAPER DISPENSER - 36" MAX. FROM REAR WALL, 19" MIN. A.F.F. G) KNEE CLEARANCE AT LAVATORY - APRON 29" MIN. HT., 8" MIN. DEPTH H) LAVATORY DEPTH -17" MIN. 1) LAVATORY HOT WATER & DRAIN PIPES INSULATED WHERE EXPOSED. J) LAVATORY RIM SURFACE - 34" MAX. A.F.F. K) MIRROR BOTTOM EDGE - 40" MAX. A.F.F. L) INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE MOUNTED ON THE EXTERIOR OF TOILET ROOM DOOR 24. JUNCTION BOXES FOR EXTERIOR SIGNS SHALL BE MOUNTED ON INSIDE FACE OF BULKHEAD ABOVE CEILING / OR AT INSIDE FACE OF CANOPY W/ACCESS PANEL PROVIDED. DISTANCE FROM JUNCTION BOX TO EACH SIGN NOT TO EXCEED 10'-0". (REFER TO SIGN DRAWINGS FOR ACTUAL SIGN LOCATIONS). REVISION #28 SUMMARY A. ADDED SHEET REVISION # 40 SUMMARY A. OMIT FRAME DETAIL & NOTE B. CLARIFIED NOTE P:HILLIPS P A R T N E R S H I P Architecture " Interior Design - Planning Phone 770.394.1616 ` 770.3943314 RF K J 111 GHR I L " E F A ANGHOR g C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document moy not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT To 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 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE INTERIOR FLOOR PLAN SHEET NUMBER GA=1 2 ■ 28 FAN LIG SEE ELE D WG S. GYP. BD CEILING WALL BE 1 REFLECTED CEILING PLAN GA -3.2 SCALE: 1l8"=1'-0" REFLECTED CEILING PLAN LEGEND LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. ®EMERGENCY/ NIGHT LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. 2'X 4' CEILING GRID, TYP. AIR SUPPLY, SEE MECHANICAL DRAWINGS F111 AIR RETURN, SEE MECHANICAL DRAWINGS RESTROOM SUPPLY, SEE MECHANICAL DRAWINGS X'-xx.� CEILING HEIGHT A.F.F. REVISION #28 SUMMARY A. ADDED SHEET REVISION # 40 SUMMARY A. CLARIFIED NOTE PHILLIPS P A R T N E R S H I P Architecture • Interior Design - Planning Phone 770.394.1616 F- 770.394.1314 RF K J I L B E F :.G' H B C R A ANCHOR D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION z� 09/17/04 DRESS BARN INT. UPFIT 10/28/04 TENANT COMMENTS This documentis © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document moy not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT wo DRESS BARN 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 09/17/04 DRAWN BY/CHECKED BY PAV/DEB DRAWING TITLE REFLECTED CEILING PLAN SHEET NUMBER GA=3m2 28 H.V.A.C. GENERAL NOTES 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2000 FLORIDA BUILDING CODE (MECHANICAL), THE 2001 FLORIDA BUILDING CODE, THE 2000 FLORIDA ENERGY CODE, THE 2000 EDITIONS OF NFPA 90A & 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DUCTWORK SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT. 3. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON THE DRAWINGS. 4. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 5. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR NON-FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS AND ELECTRICAL DRAWINGS. 6. ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED ACCORDING TO CODE REQUIREMENTS. 7. UNLESS NOTED OTHERWISE, STARTERS, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 8. ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE AND ALL RECIRCULATING FAN SYSTEMS SERVING AREAS OF EGRESS SHALL BE INSTALLED WITH A SMOKE DETECTOR IN THE SUPPLY DUCTWORK. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN THE RETURN AIR PATH OF AIR DISTRIBUTION SYSTEMS UTILIZING A COMMON SUPPLY AND/OR RETURN AIR PLENUM WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM. THE SMOKE DETECTOR SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL. THE SMOKE DETECTOR SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR, MOUNTED IN THE DUCT BY THE MECHANICAL CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR. 9. INSTALL FIRE DAMPERS IN ALL RATED THROUGH WALLS, FLOOR AND CEILING PENETRATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OR RATED AREAS. PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. INSTALL SMOKE DAMPERS IN ALL DUCT PENETRATIONS THROUGH SMOKE RATED WALLS. WHERE DUCTS PENETRATE WALLS THAT CARRY BOTH FIRE AND SMOKE RATINGS, THE DAMPERS INSTALLED SHALL BE COMBINATION FIRE AND SMOKE DAMPERS. ALL DAMPERS SHALL BE U.L. 555 LABELED. 10. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 11. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 12. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 10 YEAR MANUFACTURER'S WARRANTY. 13. COORDINATE EXACT LOCATION OF ROOFTOP AIR CONDITIONING UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 14. SUPPLY, RETURN AND O.A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AS RECOMMENDED IN SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS, LATEST EDITION. ALL JOINTS AND SEAMS IN ALL SHEEETMETAL DUCTWORK SHALL BE SEALED WITH DUCT SEALER. RETURN AIR SHALL BE DUCTED FROMJ UNIT TO RETURN AIR GRILLES AS INDICATED ON PLANS (RETURN AIR PLENUM NOT ACCEPTABLE). 15. SHEET METAL SUPPLY, RETURN, & O.A. DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS, 3/4 LB/FT3 DENSITY, DUCT INSULATION WITH FOIL VAPOR BARRIER, U.L. LISTED, R-6 MINIMUM. 16. EXHAUST DUCTWORK SHALL BE SHEET METAL AND SHALL NOT BE INSULATED UNLESS NOTED OTHERWISE. 17. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT TO STRUCTURE SHALL BE AS PER SMACNA STANDARDS. 18. EXPOSED ROUND DUCTWORK SHALL BE MEDIUM PRESSURE SPIRAL TYPE, UNITED MCGILL OR EQUAL. 19. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M -KE (U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT), R VALUE = 6.0 MINIMUM OR AS REQUIRED BY LOCAL ENERGY CODE. AIR CONNECTORS ARE NOT ACCEPTABLE. SIZE TO MATCH DEVICE NECK. PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO MAINTAIN A MAXIMUM FLEXIBLE DUCT LENGTH OF 4'0" IN VERTICAL DROPS TO DIFFUSERS ( SEE DETAIL 2/GM-0.2). FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN REQUIRED. 20. ROUND AND FLEXIBLE DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH SPIN?IN FITTINGS WITH SCOOP AND BALANCING DAMPER. 21. SHEET METAL DUCTWORK SHOWN AS BEING INTERNALLY LINED SHALL BE LINED WITH 1" THICK 3 LB./CU. FT. DENSITY DUCTLINER (MINIMUM R VALUE = 4.0 OR AS REQUIRED BY APPLICABLE ENERGY CODE), CERTAINTEED "TOUGHGARD" OR EQUAL BY KNAUF OR JOHNS -MANVILLE, PRODUCTS BY OWENS-CORNING ARE NOT ACCEPTABLE. LINE ALL DUCTWORK A MINIMUM OF 10'0" DOWNSTREAM OF ALL AIR HANDLING UNITS, FAN COIL UNITS AND TERMINAL UNITS. THE LEADING EDGE OF THE DUCT LINER SHALL HAVE SHEETMETAL NOSING. 22. PORTIONS OF DUCTWORK VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 23. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 24. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST ROOF DRAIN/GUTTER. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. CONDENSATE SHALL BE PUMPED AS REQUIRED. 25. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED TO DELIVER THE AIR QUANTITIES SHOWN ON THE DRAWINGS. TEST AND BALANCE REPORT SHALL BE PREPARED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHO IS A MEMBER OF THE AABC OR NEBB. REPORT SHALL INCLUDE THE FOLLOWING TEMPERATURE READINGS, IN ADDITION TO AIR FLOWS: AIR LEAVING DIFFUSERS, AIR LEAVING HVAC UNIT, OUTSIDE AMBIENT AT TIME OF TEST. SUBMIT CERTIFIED TEST AND BALANCE REPORT TO OWNER/ARCHITECT FOR APPROVAL. 26. ANY EXISTING WALL FLOOR OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. 27. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL Q , AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 28. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEM. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION OR ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS. 29. MOUNT THERMOSTATS AND/OR SENSORS 4'0" AFF UNLESS NOTED OTHERWISE. 30. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL ON AND ANCHORED TO MINIMUM 12" HIGH INSULATED ROOF CURBS. CONTRACTOR SHALL COORDINATE ROOF SLOPE AND ACTUAL CURB HEIGHTS WITH ARCHITECTURAL DRAWINGS. ALL REFERENCES TO ROOF HEIGHTS REFER TO HEIGHTS ABOVE FINISHED ROOF SURFACE. 31. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. AND ARCHITECTURAL REFLECTED CEILING PLAN. 32. MANUAL OVER -RIDE CONTROL (EMERGENCY SHUT -DOWN) SWITCHES FOR ALL HVAC UNITS SHALL BE LOCATED IN LOCKING COVER ADJACENT TO FIRE ALARM ANNUNCIATOR PANEL OR OTHER LOCATION APPROVED BY LOCAL AUTHORITY HAVING JURISDICTION. 33. ROOFTOP HVAC UNITS SHALL BE INSTALLED SUCH THAT ROOF DECK IS COMPLETE AND CONTINUOUS UNDER BOTTOMS OF HVAC UNITS, AND SHALL BE CUT ONLY FOR UNIT SUPPLY AND RETURN OPENINGS. SPACE BETWEEN ROOF DECK AND BOTTOM OF ROOFTOP HVAC UNITS (INSIDE OF ROOF CURBS) SHALL BE FILLED WITH HIGH DENSITY ACOUSTICAL INSULATION. 34. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH BAKELITE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON A BLACK BACKGROUND, NAMEPLATE SHALL SHOW EQUIPMENT TAG USED ON THESE DRAWINGS. 0 4 - asps 4 Vi", 0u'° REVISION # 40 SUMMARY A. TENANT COMMENTS REVISION # 28 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design ■ Planning P"0^° 770.3941616 'ax 770.3941314 CF7l ----r- ,-------r......,..- 71 F i..................................... CONSULTANT Jordan & Skala Engineers, Inc. C31 Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 173 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- tse®jordanskala.com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL a rJ 0 REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Wo DRESs BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLVV DRAWING TITLE HN.A.C. NOTES AND EQUIPMENT SCHEDULES SHEET NUMBER GM=Oml •000 CENTRAL PARK WEST SUITE 400 GEORGIA. PACKAGED ROOFTOP H.V.A.C. UNITS TAG FAN AND VENTILATOR TYPE CFM KW STEPS MOUNTING SIZE TAG SERVES MODEL NO. AIRFLOW E.S.P. MINIMUM MAXIMUM TOTAL SENSIBLE COOLING KW OPERATING ACCESSORIES MAX. DUTY MODEL EDH-1 (CFM) (IN. W. C.) O.A. FAN COOLING COOLING EFFICIENCY ELECTRIC WEIGHT 1,2,3,4,5,6,7,8 EDH-2 ELECTRIC DUCT HEATER :340 4 2 1 DUCT 10X10 REAR FITTING RAYWALL PD SERIES 1,2,3,4,5,6,7,8 CFM H.P. (MBH) (MBH) HEATER (LBS.) RTU -1 RETAIL AREA CARRIER 50TME008 3000 1.0' 600 3 91.6 68.8 10.3 EER 12.0 1175 LBS. ! 1-9 `..._. RTU-2 RETAIL AREA CARRIER 50TME008 ._.____,-- - 3000 1.0" 600 3 m _ __ 91.6 _. __._.._ ___.___..__ 68.8 ___-_ __.__.. ___ .._. _ ... _. __.. ---- 10.3 EER 12.0 1175 LBS. 1-9 RTU -3 RETAIL/STOCKROOM CARRIER 5OTME007 2400 1.0" 600 3 76.2 56.8 10.3 EER 15.8 800 LBS. 1-9 RTU -4 RETAIL/REAR FITTING CARRIER 50TME007 2400 1.0" _ 600 3 76.2 56.8 10.3 EER 15.8 800 LBS. 1-9 3. INTEGRAL GRAVITY BACKDRAFT DAMPER 24X24 I 12"0 NO 4. CONTROLLED VIA WALL SWITCH ................... TRANSFER f........................_................................................. ALUMINUM NOTE: 5. DISCHARGE TO ROOF CAP W/SCREEN & FLASHING ........................................................................... ............................................................................ ........................................................................... ....... ....... ....... . .............................................................................................................................................................................{..................................... I .. ;.... ...{.... ....... ........................................... f[........................................................................................................................ ...p... .............................................. j........,...........................................................,............................,..,....................... ............._......._..................................................................................... ......................... .........................l...t................................................., COOLING CAPACITIES ARE BASED ON 95'F DB AMBIENT, 80-F DB/'&'F WB EAT. BASED ON EQUIPMENT MANUFACTURED BY BROAN. EQUALS BY NUTONE. ........._..................................................... ... {t I ...{...: ... .................................................................................................. I I ACCESSORIES: 1. PREFABRICATED FULL- PERIMETER ROOF CURB, 14 INCH HIGH (COORDINATE SLOPE WITH ARCHITECTURAL)k; ✓ �' J a 'b M{ X41 �y �"-0i� ".'�,.. 2. FACTORY -INSTALLED ELECTRIC HEATERS & CONTROLS 3. SINGLE -POINT POWER CONNECTION W/NON-FUSED DISCONNECT j �, w �, 4. GFCI CONVENIENCE OUTLET (120 VOLT) 5. HIGH EFFICIENCY BLOWER MOTOR By._ ` 6. LOW AMBIENT COOLING TO 45'F. I 7. ECONOMIZER WITH COMPARATIVE ENTHALPY CONTROL AND POWER EXHAUST Sanford Fire. "reve ifiori Div, 8. BURGULAR BARS IN SUPPPLY AND RETURN AIR OPENINGS 9. LIGHTSTAT TME-AVU THERMOSTAT FRAME REQUIREMENTS WITH ARCHITECTURAL REFLECTED CEILING PLANS. w PROVIDE PLASTER FRAMES FOR ALL SLOT DIFFUSERS LOCATED IN GYPSUM BOARD CEILINGS W/CONCEALED FASTENERS SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY TITUS ...._.A_ SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY CARRIER. APPROVED EQUALS BY TRANE, YORK. 0 4 - asps 4 Vi", 0u'° REVISION # 40 SUMMARY A. TENANT COMMENTS REVISION # 28 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design ■ Planning P"0^° 770.3941616 'ax 770.3941314 CF7l ----r- ,-------r......,..- 71 F i..................................... CONSULTANT Jordan & Skala Engineers, Inc. C31 Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 173 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- tse®jordanskala.com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL a rJ 0 REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Wo DRESs BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLVV DRAWING TITLE HN.A.C. NOTES AND EQUIPMENT SCHEDULES SHEET NUMBER GM=Oml •000 CENTRAL PARK WEST SUITE 400 GEORGIA. ELECTRIC HEATER SCHEDULE DISTRIBU'T'ION SCHEDULE TAG FAN AND VENTILATOR TYPE CFM KW STEPS MOUNTING SIZE SERVES MODEL REMARKS MODEL TAG TAG TYPE TYPE LOCATION DRIVE -7 DRIVE MAX. MAX. DUTY MODEL EDH-1 REMARKS ELECTRIC DUCT HEATER 1685 7-1/2 2 DUCT 14X10 STOCKROOM RAYWALL PD SERIES 1,2,3,4,5,6,7,8 EDH-2 ELECTRIC DUCT HEATER :340 4 2 1 DUCT 10X10 REAR FITTING RAYWALL PD SERIES 1,2,3,4,5,6,7,8 .................. ....... ............. .............. ........................................... ......................... .................... ............................. ....._..................................................................................... ..................... ---................................................. ..... ......._........................................................... .............................. E REMARKS/ACCESSORIES: 1/25 1. DISCONNECT SWITCH (COORDINATE W/ELECTRICAL) ........... ....... WHITE 2. BUILT-IN FAN INTERLOCK/PRESSURE DIFFERENTIAL SWITCH ........................................... .................................. ..................................................L.......... CABINET FAN/LIGHT .................................._..........................................._......................................... __........................................................... 3. AUTO -RESET PRIMARY & MANUAL RESET SECONDARY HIGH LIMIT CONTROLS ................,................................. 1/25 ..._..._............................. .......... ........... ..................................... 4. DEFINITE PURPOSE CONTACTOR ..................... 5. TERMINAL COMPARTMENT, HINGED, INSULATED W/1/2" FIBERGLASS - ............................................................................................................................................................................................................................................................:.:..............................:...........................I..................................................,......................................................:................................................... 6. TRANSFORMER W/24 VOLT SECONDARY AND RELAY FOR LOW VOLTAGE CONTROL 7. WALL -MOUNTED THERMOSTAT ........:.................. ........... 8. WIRE TO LOCKOUT WHENEVER THEIR RELATED HVAC UNIT IS IN HEATING MODE TO PREVENT SIMULTANEOUS HEATING SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY RAYWALL. APPROVED EQUALS BY INDEECO, MARKEL 0 4 - asps 4 Vi", 0u'° REVISION # 40 SUMMARY A. TENANT COMMENTS REVISION # 28 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design ■ Planning P"0^° 770.3941616 'ax 770.3941314 CF7l ----r- ,-------r......,..- 71 F i..................................... CONSULTANT Jordan & Skala Engineers, Inc. C31 Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 173 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- tse®jordanskala.com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL a rJ 0 REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Wo DRESs BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLVV DRAWING TITLE HN.A.C. NOTES AND EQUIPMENT SCHEDULES SHEET NUMBER GM=Oml •000 CENTRAL PARK WEST SUITE 400 GEORGIA. AIR DISTRIBU'T'ION SCHEDULE E:: FAN AND VENTILATOR SCHEDULE TAG MODEL TAG TAG TYPE TYPE CF7 S. P. CFM S.P. DRIVE -7 DRIVE MAX. MAX. DUTY MODEL MATERIAL REMARKS TITUS TMS 24X24 HP P WHITE SUPPLY STEEL EF -1 CABINET FAN/LIGHT 130 0.125" DIRECT 1/25 1350 EXHAUST BROAN S120L ........... ....... WHITE 1,2,3,4,5 ............................................. EF -2 ..................................... .......................................................................... ........................................... .................................. ..................................................L.......... CABINET FAN/LIGHT .................................._..........................................._......................................... __........................................................... ................ ........... 130 0.125" ....¢.....................................................................................;..... ......................... s.................................................................................... ............................................ ...................... DIRECT ; _........... ................,................................. 1/25 ..._..._............................. .......... ........... ..................................... .. 1350 ......................................... ...................... ...... ................................ ........................................,........................ EXHAUST I BROAN S120L ... .................................... :.................. ....................................... .............................. ................. ...................... ............... ........ .................. .................................................................... ..................... ... ........................................... ........................ 1,2,3,4,5 ...................................................................... ....................................................................... ................................................................................................................................................................... - ............................................................................................................................................................................................................................................................:.:..............................:...........................I..................................................,......................................................:................................................... ....................................... ........................ ........................>.................................. I i ........... ......................................................... ........:.................. ........... ............................................ 6"0 '• NO ..... MANUF. STD REMARKS/ACCESSORIES: SUPPLY STEEL .......................... ......... ..... E 1. COMBINATION FAN/LIGHT W/100 WATT INCANDESCENT LIGHT ....................................... ................................... 24X24 ........ ............. .................................. ....y............................................ y............................................... --- NO 2. DISCONNECT SWITCH/PLUGS ........... RETURN € ALUMINUM - 3. INTEGRAL GRAVITY BACKDRAFT DAMPER 24X24 I 12"0 NO 4. CONTROLLED VIA WALL SWITCH ................... TRANSFER f........................_................................................. ALUMINUM ................................. ............................. ... ... ... ....... ............................. 5. DISCHARGE TO ROOF CAP W/SCREEN & FLASHING ........................................................................... ............................................................................ ........................................................................... ....... ....... ....... . .............................................................................................................................................................................{..................................... I .. ;.... ...{.... ....... ........................................... f[........................................................................................................................ ...p... .............................................. j........,...........................................................,............................,..,....................... ............._......._..................................................................................... ......................... .........................l...t................................................., SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY BROAN. EQUALS BY NUTONE. ........._..................................................... ... {t I ...{...: ... .................................................................................................. I I 0 4 - asps 4 Vi", 0u'° REVISION # 40 SUMMARY A. TENANT COMMENTS REVISION # 28 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design ■ Planning P"0^° 770.3941616 'ax 770.3941314 CF7l ----r- ,-------r......,..- 71 F i..................................... CONSULTANT Jordan & Skala Engineers, Inc. C31 Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 173 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- tse®jordanskala.com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL a rJ 0 REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Wo DRESs BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLVV DRAWING TITLE HN.A.C. NOTES AND EQUIPMENT SCHEDULES SHEET NUMBER GM=Oml •000 CENTRAL PARK WEST SUITE 400 GEORGIA. AIR DISTRIBU'T'ION SCHEDULE TAG MODEL SIZE NECK DAMPER FINISH 7 DUTY MATERIAL A ............................ TITUS TMS 24X24 6"4 NO MANUF. STD WHITE SUPPLY STEEL B .................................................................. TITUS TMS ................................... ..... ...... ................................... 24X24 ............................. ................. ....<............................ .._.._..... 80ptb NO ............ ................................ ...:............... MANUF. STD ........... ....... WHITE ............. SUPPLY .................................................................................................. I STEEL C TITUS TMS 24X24 10"o NO MANUF. STD WHITE I SUPPLY STEEL ................ .............................................................._................................................................................. D TITUS TMS 12X12 ..... ..,............. .... ............................................ 6"0 '• NO ..... MANUF. STD WHITE SUPPLY STEEL .......................... ......... ..... E ................................... .............................. TITUS 50F ....................................... ................................... 24X24 ........ ............. .................................. ....y............................................ y............................................... --- NO .....,................................... MANUF. STD p................................ WHITE I ........... RETURN € ALUMINUM ............................................................................................................................................ F TITUS 50F 24X24 I 12"0 NO MANUF. STD WHITE ................... TRANSFER f........................_................................................. ALUMINUM ................................. ............................. ... ... ... ....... ............................. ...... .......................... ........................ ... ............................................................... ............................................................... - -.......................................__....................................,.............................. ............. ....... ........ ........................................................................... ............................................................................ ........................................................................... ....... ....... ....... . .............................................................................................................................................................................{..................................... 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I I _..................................i.....,.................,................ ........._..................................................... ... {t I ...{...: ... .................................................................................................. I I I I COORDINATE MOUNTING FRAME REQUIREMENTS WITH ARCHITECTURAL REFLECTED CEILING PLANS. PROVIDE PLASTER FRAMES FOR ALL SLOT DIFFUSERS LOCATED IN GYPSUM BOARD CEILINGS W/CONCEALED FASTENERS SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY TITUS 0 4 - asps 4 Vi", 0u'° REVISION # 40 SUMMARY A. TENANT COMMENTS REVISION # 28 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture ■ Interior Design ■ Planning P"0^° 770.3941616 'ax 770.3941314 CF7l ----r- ,-------r......,..- 71 F i..................................... CONSULTANT Jordan & Skala Engineers, Inc. C31 Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 173 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- tse®jordanskala.com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL a rJ 0 REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Wo DRESs BARN 1901 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLVV DRAWING TITLE HN.A.C. NOTES AND EQUIPMENT SCHEDULES SHEET NUMBER GM=Oml •000 CENTRAL PARK WEST SUITE 400 GEORGIA. 45 DEGREE CLINCH COLLAR PER SMACNA. USE AT ALL BRANCH TAPS UNLESS SPLITTER DAMPERS ARE INDICATED. BRANCH DUCT 'JR FLOW e,' I TRUNK DUCT MANUAL VOLUME DAMPER (EXCEPT ABOVE ^ INACCESSIBLE CEILINGS OR IF OTHERWISE / \ SHOWN ON DRAWINGS). BRANCH DUCT TAKEOFF DETAIL NOT TO SCALE CONICAL TEE —\ V.D. o �~ � WELD LATERAL a TEE ALTERNATIVE ROUND BRANCH ENTRY ROUND BRANCH V.D. Ff0 L � L = 1/0, 4" MIN. RECTANGULAR BRANCH ENTRY TYPICAL DUCT BRANCH NOT TO SCALE TRANSFER DUCT 1" THICK FIBERGLASS DUCTBOARD OR LINED SHEET METAL F F---� I I I I IIIIIIIIIIII I I I I I SEE ARCH. DRAWINGS FOR CEILING TYPE SUPPLY AIR GRILLE RETURN AIR GRILLE TRANSFER GRILLE NOT TO SCALE ROOFTOP UNIT SHALL SIT LEVEL AND SHALL NOT SIT ON METAL DECK, BUT ON STEEL ANGLES. ROOF TOP UNIT 3/4" x1/4" WIDE GASKET FOR CURB FRAME AND ALL DUCT SUPPORT 3/4 PROVIDE FLASHING AND COUNTERFLASHING AT ROOFTOP UNIT BASE RAIL INTEGRAL 2X WOOD NAILER I ROOF CURB BY ROOFTOP UNIT MANUFACTURER I 14" MINIMUM WRAP ROOFING UP CURB AND SEAL RIGID INSULATION I I I I I STEEL DECK I LI STEEL ANGLES, ALL SIDES OF ROOF OPENING I BURGLAR BARS I STEEL JOIST ROOF CURB FRAMING - 1 MECHANICAL EQUIPMENT NOT TO SCALE REVISION # 40 SUMMARY A. TENANT COMMENTS REVISION # 28 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning 770.394.1616 770.3941314 I..................................... CONSULTANT Jordan & Skala Engineers, Inc. [73Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCIR GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL• Jse®jordonskala.com COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC. SEAL N REVISIONS # DATE DESCRIPTION A 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is p Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT "o 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 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJ F/MLW DRAWING TITLE H.V.A.C. DETAILS SHEET NUMBER GM=Om2 9000 CENTRAL PARK VVEST m SUITE 400 GEORGIA Ii M'N' , HILI\4"E"R' A" 11\ 'TH'E" 'O"R 1 MY I FIL D7N' 'Wr_ OF COLUMNS, FACING THE REAR OF THE STORE. TENANT FIT -UP FLOOR PLAN - H N.A. C. SCALE: 1/8" = 1'-0" PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning " 770.3941616 rox 770.3941314 I.. .:AF .... b• ' E3 ! i l.................................... CONSULTANT a Jordan & Skala Engineers, Inc. E3Project Number - 000070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (77D)447-5547 FAX (770)448-0262 EMMPPJJL: Ise®jordanskala.00m COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC. SEAL • f• if } if ! f f REVISIONS fi f fi f --- ' f # DATE DESCRIPTION ff ; {i i 05 06/01/04 MEP COORDINATION fj f f } ! 09/17/04 DRESS BARN INT. UPFIT ff ! ! f! ! _ ...._... .-. . ; w4 , 10/28/04 TENANT COMMENTS t �!l,.ffii!f f , i }! if miff i i !lfdt ..................... -- ...............: !} i f}r }1 !! f �{ if {tr }f ! ! r �i t if � t ff1 1 ! i if } i! }} This document is p Phillips Partnership, PC and is }? considered an Instrument of Service and is solely for use with } r respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior j f written consent of Phillips Partnership, PC. TENANT !; r DRESs BARN fr ! !i ! !i r r• , ?} i ? }....._t _.............................. ....... ...................f.f ........ f... ............................... ....................................... ....... s:ln•,; ................. i} 1901 W.P. BALL BOULEVARD , REVISION # 40 SUMMARY A, TENANT COMMENTS REVISION # 28 SUMMARY A. TENANT INTERIOR FITUP REVISION # 5 SUMMARY A. ADDED SHEET PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT n NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 09/17/04 DRAWN BY/CHECKED BY SJF/MLW DRAWING TITLE TENANT FITUP FLOOR PLAN HY.A.C. SHEET NUMBER GM=1 ■ 0 PROVIDED WITH SHELL BUILDING PACKAGE DISTRIBUTION PANELBOARD - PANELBOARD SCHEDULE - A O O $ MAINS: 225A MLO VOLTAGE: 208/120 PHASE:3 I PHASE: 3 1 WIRE- 4 MOUNTING: SURFACE AIC: 22,000 NOTES:. LOAD(KVA) CONNECTED DEMAND RCPT MTR A/C HTG KIT MISC LOAD KVA LOAD KVA CKT TRIP # POLE DESCRIPTION LOAD(KVA) LTG RCP MTR A/C HTC KIT MISC PHASE A B C LOAD(KVA) MISC KIT HTG A/C MTR RCP LTG DESCRIPTION TRIP POLE CKT # 1 20/1 NIGHT EMERG. LIGHTING 0.5 3.9 12.0 It 15.9 1.56 LIGHTING -SALES 20/1 2 3 20 1 -SAL 1.62 „. Tl v. 0.1 LIGHTING -JANITOR CLOS 20/1 4 �HTI 1 LIGH ING- LES `"" 7 20/1 LIGHTING -CORRIDOR 0.2 0.5 LIGHTING -STOCK ROOM 20/1 8 9 SPACE SPACE 10 11 SPACE SPACE 12 3 SPACE 7.5 7.5 7.5 6 1 SPACE 14 EDH-2 5 SPACE 4.0 4.0 SPACE 16 7 SPACE SPACE 18 9 SPACE SPACE 20 1 SPACE [2,9 SPACE 22 3 SPACE SPACE 24 5 SPACE SPACE 26 7 SPACE SPACE 28 SPACE 0.1 0.2 LIGHT FAN-RESTROOMS 20 1 30 1 20/1 LIGHTING -CHANGING ROOM 0.6 SPACE 32 33 SPACE SPACE., SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 LIGHTING: 8.1 4.10.0 0.0 0.0 0.0 0.0 0.0 12.4 0.0 0.0 0.0 0.0 0.1 0.0 4.0 TOTAL CONNECTED LOAD: 8.2 CONNECTED RECEPTACLES: 0.0 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 8.2 TOTAL MOTORS: 0.1 DEMAND LOAD PHASE A 3.4 28.0 34 MIN. PANEL AMPACITY: 296.7 . . . . . . . A/C: 0.0 37 SPACE PHASE B 3.2 26.8 39 SPACE CONNECTED LOAD (AMPERES): 22.7 SPACE HEATING: 0.0 L-1 PHASE C 1.6 13.3 TOTAL CONNECTED LOAD: 0.0 DEMAND LOAD (AMPERES): 22.7 RECEPTACLES: 0.0 CONNECTED LOAD (KVA) KITCHEN: 0.0 0.0 10.0 3.0 0.0 KVA AMPS TOTAL CONNECTED LOAD: 11.9 0.0 RECEPTACLES: 5.9 CONNECTED LOAD (KVA) MISCELLANEOUS: 0.0 LOAD (KVA) TOTAL DEMAND LOAD: 11.9 18"/43" MOTORS: L-1 FIRE ALARM VISUAL DEVICES SHALL BE WALL -MOUNTED 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. AUDIBLE ONLY DEVICES SHALL BE WALL -MOUNTED AT NOT LESS THAN 90" AFF AND NOT LESS THAN 6" BELOW CEILING. L-2 STUB 3/4" CONDUIT 6" ABOVE CEILING AND TERMINATE WITH NYLON GROMMET. L-3 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE, MIN. PANEL AMPACITY: 28.3 PHASE B 0 PROVIDED WITH SHELL BUILDING PACKAGE 0 PROVIDED WITH SHELL BUILDING PACKAGE DISTRIBUTION PANELBOARD - MDP O SCHEDULE MAINS:800A O $ I VOLTAGE: 208/120 1 PHASE:3 1 WIRE:4 1 AIC: 65,000 PHASE: 3 CKT # CIRCUIT BREAKER DESCRIPTION RAME TRIP POLE LTG LOAD(KVA) CONNECTED DEMAND RCPT MTR A/C HTG KIT MISC LOAD KVA LOAD KVA 1 1ODA 160A 3 RTU -1 3.9 12.0 15.9 15.9 2 1ODA 60A 3 RTU -2 3.9 12.0 15.9 15.9 3 100A 80A 3 RTU -3 3.9 15.8 19.7 19.7 4 100A 80A 3 RTU -4 3.9 15.8 19.7 19.7 5 60A 30 3 EDH-1 7.5 7.5 7.5 6 1 60A 20A 3 EDH-2 4.0 4.0 4.0 7 225A 225A 3 PANEL A 9.4 0.5 9.9 9.9 8 225A 225A 3 PANEL B 3.0 5.1 3.0 11.1 11.1 9 225A 225A 3 PANEL C 21 20/1 RECEPTACLES 0.4 SPACE SPACE 10 100A I • SPACE 24 25 SPACE 24 SPACE 26 27 SPACE 12.4 1 5.1 16.1 0.0 170.1 0.0 1 0.0 28 TOTAL CONNECTED LOAD (KVA): 103.7 CONNECTED LOAD (AMPERES): 288.1 TOTAL DEMAND LOAD (KVA): 103.7 DEMAND LOAD (AMPERES): 288.1 NOTES: SPACE 34 MIN. PANEL AMPACITY: 296.7 . . . . . . . 0 PROVIDED WITH SHELL BUILDING PACKAGE 0 PROVIDED WITH SHELL BUILDING PACKAGE OL DESCRIPTION PANELBOARD SCHEDULE - B O $ SINGLE POLE SINGLE THROW TOGGLE SWITCH (NOTE L-3) MAINS: 225A MLO VOLTAGE: 208/120 THREE WAY TOGGLE SWITCH (NOTE L-3) PHASE: 3 PHASE: 3 WIRE:4 MOUNTING: SURFACE AIC: 22,000 AIC: 22,000 NOTES: . CKT TRIP # POLE # LE CKT 72il DESCRIPTION LTG RCP LOAD KVA) MTR A/C HTG KIT MISC PHASE A B C LOAD(KVA) MISC KIT HTG A/C MTR RCP LTG DESCRIPTION TRIP POLE CKT # 1 LIGHTING CONTROL DUPLEX RECEPTACLE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-3)/FLOOR MOUNTED 18"/43- v _ SPACE 2 0.4 SPACE DOOR BUZZER 20/1 2 3 20/1 RECEPTACLES 0.4 6 0.4 RECEPTACLES 20/1 4 5 20/1 RECEPTACLES 0.4 9 SPACE 0.4 COMPUTER AND STEREO 20/1 6 7 20/1 RECEPTACLES 0.4 SPACE 3.0 EWH 35/1 8 9 20/1 RTU RECEPTACLES 0.7 14 0.4 RECEPTACLES 20/1 10 11 20/1 RECEPTACLES 0.4 17 SPACE 0.4 RECEPTACLES 20/1 12 13 20/1 RECEPTACLES 0.4 SPACE 0.4 RECEPTACLES 20/1 14 15 SPACE JUNCTION BOX, CEILING/WALL/FLOOR MOUNTED 1.5 SIGNAGE 20/1 16 17 20/1 SIGNAGE 1.5 SPACE 18 19 SPACE 0/2 10.4 RECEPTACLES 20/1 20 21 20/1 RECEPTACLES 0.4 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE 24 SPACE 26 27 SPACE 27 SPACE SPACE 28 29 SPACE SPACE SPACE 30 31 SPACE 32 SPACE 32 33 SPACE 35 SPACE SPACE 34 35 SPACE . . . . . . . SPACE 36 37 SPACE 40 SPACE 38 39 SPACE LIGHTING: SPACE 40 41 SPACE77 L-1 SPACE 42 LIGHTING: TOTAL CONNECTED LOAD: 0.0 3.0 1.5�3,IiO,-O RECEPTACLES: 0.0 CONNECTED LOAD (KVA) 0.0 0.0 0.0 0.0 FIRE SUPPRESSION SYSTEM TAMPER SWITCH 0.0 10.0 3.0 0.0 0.0 2.8 1.5 TOTAL CONNECTED LOAD: 11.9 0.0 RECEPTACLES: 5.9 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 11.9 18"/43" MOTORS: L-1 FIRE ALARM VISUAL DEVICES SHALL BE WALL -MOUNTED 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. AUDIBLE ONLY DEVICES SHALL BE WALL -MOUNTED AT NOT LESS THAN 90" AFF AND NOT LESS THAN 6" BELOW CEILING. L-2 STUB 3/4" CONDUIT 6" ABOVE CEILING AND TERMINATE WITH NYLON GROMMET. L-3 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE, 0.0 PHASE B PHASE A 5.0 41.7 CONNECTED LOAD (AMPERES): 0.0 HEATING: A/C: 0.0 0.0 0.0 PHASE B 3.8 31.7 DEMAND LOAD (AMPERES): 0.0 CONNECTED LOAD (AMPERES): 33.1 HEATING: 3.0 AMPS PHASE C 3.1 25.8 MISCELLANEOUS: DEMAND LOAD (AMPERES): 33.1 KITCHEN: 0.0 MIN. PANEL AMPACITY: 0.0 KVA AMPS MISCELLANEOUS: 0.0 MIN. PANEL AMPACITY: 35.1 0 PROVIDED WITH SHELL BUILDING PACKAGE 0 PROVIDED WITH SHELL BUILDING PACKAGE ELECTRICAL SYMBOL LEGEND F OL DESCRIPTION PANELBOARD SCHEDULE - C O $ SINGLE POLE SINGLE THROW TOGGLE SWITCH (NOTE L-3) MAINS: 225A MLO VOLTAGE: 208/120 THREE WAY TOGGLE SWITCH (NOTE L-3) PHASE: 3 1 WIRE:4 1 MOUNTING: SURFACE �5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 L• �seOjordanskala.com AIC: 22,000 NOTES: . 18" CKT TRIP # POLE DESCRIPTION LOAD(KVA) LTG RCPT MTR A/C HTG KIT MISC PHASE IA B C LOAD(KVA) MISC KIT HTG A/C MTR RCPJ LTG DESCRIPTION TRIP I CKT # 1 SPACE SPLIT WIRED DUPLEX RECEPTACLE. ONE RECEPTACLE SHALL BE SWITCHED AS (NOTE L-3) SHOWN ON PLANS. 18" DUPLEX RECEPTACLE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-3)/FLOOR MOUNTED 18"/43- 0 SPACE 2 3 SPACE SPACE 4 5 SPACE SPACE 6 7 SPACE SPACE 8 9 SPACE SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE FLEXIBLE RACEWAY (6'-0" MAX LENGTH) SHEET NUMBER Q/Q/❑ JUNCTION BOX, CEILING/WALL/FLOOR MOUNTED SUITE 400 SPACE 20 21 SPACE 0/2 OUTLET AND LIGHT FIXTURE - OVERHEAD/WALL MOUNTED 0/1 SPACE 22 100f 23 SPACE AQP OUTLET AND EGRESS AND/OR EMERGENCY LIGHT FIXTURE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACESPACE . . . . . . . . . . . . . . 38 39 SPACE SPACE 40 41 SPACE SPACE 42 LIGHTING: L-1 0.0 0.0 10.0 0.0 0.0 0.0 10.0 0.0 L-1 0.0 0.0 0.0 10.0 10.0 0.0 0.0 TOTAL CONNECTED LOAD: 0.0 FIRE SUPPRESSION SYSTEM FLOW SWITCH RECEPTACLES: 0.0 CONNECTED LOAD (KVA) CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 0.0 FIRE SUPPRESSION SYSTEM TAMPER SWITCH MOTORS: %/ 0.0 PHASE A 0.0 0.0 18"/43- 7/-";5L/ 0 DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-2, L-3)/FLOOR MOUNTED 18"/43" A/C: L-1 FIRE ALARM VISUAL DEVICES SHALL BE WALL -MOUNTED 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. AUDIBLE ONLY DEVICES SHALL BE WALL -MOUNTED AT NOT LESS THAN 90" AFF AND NOT LESS THAN 6" BELOW CEILING. L-2 STUB 3/4" CONDUIT 6" ABOVE CEILING AND TERMINATE WITH NYLON GROMMET. L-3 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE, 0.0 PHASE B 0.0 1 0.0 CONNECTED LOAD (AMPERES): 0.0 HEATING: 0.0 PHASE C 0.0 0.0 DEMAND LOAD (AMPERES): 0.0 KITCHEN: 0.0 KVA AMPS MISCELLANEOUS: 0.0 MIN. PANEL AMPACITY: 0.0 0 PROVIDED WITH SHELL BUILDING PACKAGE ELECTRICAL SYMBOL LEGEND F OL DESCRIPTION HEIGHT 0 DIMMER SWITCH (NOTE L-3) 48" $ SINGLE POLE SINGLE THROW TOGGLE SWITCH (NOTE L-3) 48" $3 THREE WAY TOGGLE SWITCH (NOTE L-3) 48" 3M MOTOR RATED SWITCH �5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 L• �seOjordanskala.com �WP WEATHERPROOF DUPLEX RECEPTACLE OUTLET (NOTE L-3) 18" /i KEY NOTES: 0 ROUTE CIRCUIT THROUGH LIGHTSTAT AUTOMATIC LIGHTING CONTROL SYSTEM CONTACTOR IDENTIFIED AS "SALES 1". REFER TO LIGHTSTAT INSTALLATION DRAWINGS. O2 ROUTE CIRCUIT THROUGH LIGHTSTAT AUTOMATIC LIGHTING CONTROL SYSTEM CONTACTOR IDENTIFIED AS "WORK". REFER TO LIGHTSTAT INSTALLATION DRAWINGS. /" 1� TENANT FIT OUT FLOOR PLAN- LIGHTING SCALE: 1/8" = 1'-0" REVISION # 40 SUMMARY A. COORDINATED CIRCUITING WITH LIGHTSTAT LIGHTING CONTROL SYSTEM REVISION # 28 SUMMARY A. ADDED TENANT FIT -UP CRITERIA PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning 770.394.1616 F 770.394.1314 ,. CONSULTANT SEAL Jordan & Skala Engineers, Inc. Project Number - o41o070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse®jordanskala.com COPYRIGHT ® 2004 JORDAN do SKALA ENGINEERS INC. KEV15ION5 # DATE DESCRIPTION ® 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT 'No DREss BARN 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 TWO/CCJ DRAWING TITLE TENANT FIT OUT LIGHTING SHEET NUMBER GE2ml FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER CATALOG NO. LAMPS MOUNTING REMARKS D MERCURY 35E232OCT9A-SRTELB (2)F032/130 GRID PRISMATIC LENS WITH SILVER REFLECTOR D(N/L) MERCURY 35E232OCT9A-6RTELB (2T-032/130 GRID (NIGHT LIGHT) PRISMATIC LENS WITH SILVER REFLECTOR D-2 MERCURY 34E211OCTSA-SRTELB (2)F011T130 GRID PRISMATIC LENS WITH SILVER REFLECTOR D-2(N/L) MERCURY 34E211OCT9A-SRTELB (2)F011/130 GRID (NIGHT LIGHT) PRISMATIC LENS WITH SILVER REFLECTOR EM LITHONIA ELM2 INCLUDED CEILING MOUNTED MATTE WHITE FINISH 8 EL LITHONIA LQM6W3R120/211ELN INCLUDED CEILING MOUNTED MATTE WHITE FINISH NOTE: NO SUBSTITUTIONS TO SPECIFICATIONS WITHOUT DRESS BARN'S WRITTEN APPROVAL. ELECTRICAL SYMBOL LIST S/P WALL SWITCH HOME RUN TO PANEL. ARROWHEAD DENOTE NUMBER OF CIRCUITS, ALCS LIGHTSTAT AUTOMATIC LIGHTING CONTROL SYSTEM (MODEL 'ALC-3-44-DR15) CONTACT: BETSY RENOUF- 000-292-2444 RON EIGsENBROD- 500-292-2444 KEY NOTES: 0 ROUTE CIRCUIT THROUGH LIGHTSTAT AUTOMATIC LIGHTING CONTROL SYSTEM CONTACTOR IDENTIFIED AS "SALES 1". REFER TO LIGHTSTAT INSTALLATION DRAWINGS. O2 ROUTE CIRCUIT THROUGH LIGHTSTAT AUTOMATIC LIGHTING CONTROL SYSTEM CONTACTOR IDENTIFIED AS "WORK". REFER TO LIGHTSTAT INSTALLATION DRAWINGS. /" 1� TENANT FIT OUT FLOOR PLAN- LIGHTING SCALE: 1/8" = 1'-0" REVISION # 40 SUMMARY A. COORDINATED CIRCUITING WITH LIGHTSTAT LIGHTING CONTROL SYSTEM REVISION # 28 SUMMARY A. ADDED TENANT FIT -UP CRITERIA PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning 770.394.1616 F 770.394.1314 ,. CONSULTANT SEAL Jordan & Skala Engineers, Inc. Project Number - o41o070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse®jordanskala.com COPYRIGHT ® 2004 JORDAN do SKALA ENGINEERS INC. KEV15ION5 # DATE DESCRIPTION ® 09/17/04 DRESS BARN INT. UPFIT ® 10/28/04 TENANT COMMENTS This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT 'No DREss BARN 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 TWO/CCJ DRAWING TITLE TENANT FIT OUT LIGHTING SHEET NUMBER GE2ml DOOR SELL AND PANEL MDI' `. PANEL A — PANEL S PANEL G -- /_ •. <JL�/:"ANL-, CCOORD(T ATE Di6Ia_N,I ,KEY NOTES: O N TO ROOF -TOP UNIT. NON- FUSIBLE 1 PROVIDE FINAL CONNECTION DISCONNECT SWITCH IS PROVIDED AND INSTALLED BY THE EQUIPMENT MANUFACTURER INTEGRAL WITH THE EQUIPMENT. CD DUCT MOUNTED SMOKE DETECTORS ARE FACTORY -INSTALLED IN ROOF TOP UNITS. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL REQUIRED CONNECTIONS TO THE FIRE ALARM SYSTEM. MECHANICAL EQUIPMENT CONNECTION SCHEDULE w RS ANCHOR B `� DESCRIPTION VOLTAGE BREAKER CONDUCTORS DISCONNECT NOTES T RTU -1 208V/30 6OA/3P 3#6,1#10G -3/4"C. INCLUDED W/UNIT CONY. OUTLET INCLUDED W/UNI? RTU -2 208V/30 60A/3P 3#6,1#10G -3/4"C. INCLUDED W/UNIT CONY. OUTLET INCLUDED W/UNIT RTU -3 208V/34 80A/31D 34,1#8G-1 HC. INCLUDED W/UNIT CONV. OUTLET INCLUDED W/UNIT k RTU -4 208V/30 BOA/3P 3#4,1#8G -1"C. INCLUDED W/UNIT CONV. OUTLET INCLUDED W/UNIT CONSULTANT • '" ry i.aa�a�esw iE �irsa9ss' �saaa6w®zwo�a �msa TENANT IFIT OUT FLOOR PLAN- POWER SCALE: 1/8" ® l' -o" EXTE/RI�OR: - 50X. C -1 -TIF.) EXTERIORtil D, R E ss BA RN _ SICaN4CsE "J" BOX. (TYP.) s 1901 W.P. BALLBOULEVARD