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HomeMy WebLinkAbout2201 WP Ball Blvd 04-2581, 05-260, 05-315 New build PetcoTHE MARKETPLACE AT SEMINOLE TOWNE CENTER CITY OF SANFORD SEMINOLE COUNTY, FLORIDA A DEVELOPMENT FOR: NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL 770.645.6566 FAX 770.643.9540 TEAM I PROJECT VICINITY D RAVii"N G MEMBERS INFORMATION MAP INDEX OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE 1080 HOLCOMB BRIDGE ROAD JOEL MABRY BLDG. 200 SUITE 150 TEL: (770) 643-6566 ROSWELL, GA 30075 FAX: (770) 643-9540 ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH 9000 CENTRAL PARK WEST DWIGHT BAILEY SUITE 400 TEL: (770) 394-1616 ATLANTA. GA 30328 FAX: (770) 394-1314 CIVIL. KIMLEY-HORN ASSOCIATES JEFF BRITTAIN 3660 MAGUIRE BLVD. 13 A SUITE 200 TEL: (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD SUITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 3 ELECTRICAL: JORDAN & SKALA A TONY OWEN 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ATLANTA. GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 BUILDING 400 FAX: (770) 522-9273 ATLANTA, GA 30350 AA ,_- BUILDING CITY OF SANFORD DON FLORIAN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: FIRE CITY OF SANFORD TIM ROBLES DEPARTMENT: 300 N. PARK AVENUE TEL- (407) 302-2520 SANFORD. FL 32772 FAX- (407) 302-25526 =IIIAA ,ram. SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX LOCATION: PROJECT ADDRESS: SITE ZONING: BUILDING SET BACKS. WIND SPEED: SIESMIC ZONE APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) LIFE SAFETY CODE (NFPA 101) NATIONAL ELECTRIC CODE (NEC) F.B.C. GAS VOLUME (IGV) F.B.C. MECHANICAL VOLUME (IMV) F.B.C. PLUMBING VOLUME (IPV) OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION- ALLOWABLE HEIGHT: ACTUAL HEIGHT: ALLOWABLE AREA: OCCUPANT SEPARATION: TENANT SEPARATION: EXITS REQUIRED: EXITS PROVIDED: TRAVEL DISTANCE: SPRINKLERED: CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 2201 W.P. BALL BOULEVARD SANFORD, FLORIDA 32771 PD FRONT: 25-0" REAR: 20'-011 SIDE: 101-0" 110 MPH REFER TO STRUCTURAL DRAWINGS 2001 EDITION 2000 EDITION 2002 EDITION 2000 EDITION 2000 EDITION 2000 EDITION MERCANTILE TYPE IV UNPROTECTED SPRINKLERED 2 STORIES - 55' ONE STORY - VARIES (35'-0" MAX.) UNLIMITED (FBC 503.4.1) N/A * N/A * N/A * N/A * X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. 200'-0" MAX. valdez 0�1mi 1. Saint Johns P.iver Estates ' . Lake Monroe Eooker TO,,t 5,... Astor farms - o :-. _P,drk - c$ Lake Monroe G�m� 1c S 4V SBminole dl rd Alderene Parka .l �+ ai, - sainr. Josephs N t¢5 E 1st'St Pla a s o z' L;}:: G:'va:n y�llson Corn r ! �� I labs Sanford ` -- rNeIv,>ata Markham !Paola aw . c� I Ruin'ii r p a Park. '' Me al i a - I m 5 rk Paola Rd '251h St saiifard �'cn ` �etary _o:u,rr, �i�.l� A a Iola 1 �_ uai,son Lake- Q<;reeni,rjar r "'` j ��ke Marietta' ' f make r+d '--, OO t kLo�uatt rnm Inc ©2004 ply VTEQ—�- NORTH AREA/EGRESS DATA SQUARE FOOTAGE: USE AREA (S.F.) SQ. FT, PER OCCUPANT PERSON LOAD RETAIL 13,665 30 456 BUSINESS 941 100 9 STORAGE 750 300 3 TOTAL OCCUPANCY 15,355 468 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. UNITS OF EGRESS REQUIRED (0.2" x 468 PEOPLE) 94 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 72 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 68 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 140 INCHES ARCHITECTURAL SHEET NO. SHEET TITLE JA-0.1 CODE DATA, PROJECT DATA BUILDING SHELL PLAN SIDEWALK, RCP, & STOREFRONT PLAN JA-1.2 JA-1.3 JA-2.4 ROOF PLAN JA-3.1 — DOOR SCHEDULE, FINISH SCHEDULE & DOOR TYPES JA-4.1 EXTERIOR ELEVATIONS A JA-5.2 EXTERIOR WALL SECTIONS JA-5.3 EXTERIOR WALL SECTIONS JA-5.4 EXTERIOR WALL SECTIONS JA-7.1 PLAN DETAILS MECHANICAL SHEET NO. SHEET TITLE 08 JM1.1 SHELL FLOOR PLAN H.V.A.C. PLUMBING SHEET NO. SHEET TITLE JP1.1 SHELL FLOOR PLAN PLUMBING ELECTRICAL SHEET NO. SHEET TITLE JE1.1 I SHELL FLOOR PLAN -ELECTRICAL PLANS REVIEWED CITY OF SANFORD Einallnsp. Dat6 STRUCTURAL SHEET NO. SHEET TITLE JS-1.0 JS- 2.1 JS- 3.1 JS- 4.1 GENERALNOTES FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAILS JS- 4.2 FOUNDATION DETAILS JS- 5.1 FRAMING DETAILS JS- 5.2 JS- 5.3 JS- 6.1 FRAMING DETAILS FRAMING DETAILS PANEL ELEVATIONS JS- 6.2 PANEL ELEVATIONS REVISION # 1 SUMMARY A. REVISED DRAWING LIST REVISION # 3 SUMMARY A. UPDATED TEAM MEMBER DATA B. UPDATED DRAWING LIST REVISION # 13 SUMMARY A. UPDATED TEAM MEMBER DATA B. UPDATED AREA / EGRESS DATA PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 770.394.1314 EUeE K QA RE G H ANCHOR E C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 19/ 04 DRAWING LIST COORDINATION 0 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 2& 04 MISC. VIE ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE CODE DATA, PROJECT DATA SHEET NUMBER JA=Oml AC 27 IN 1 SHELL FLOOR PLAN JA-1.2 SCALE; 118"=1'-0" 13 F _pn� 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. T LEPHONE CABINET . S &ELECTRIC. A 8. NOT USED. J 940WNSRQ.4 !T 8� CO1 .SPt ASkiBLC�.CK;T`R:-SEE ROOPitAN 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. REVISION # 3 SUMMARY A. COORD. RTU'S W/ STRUCT. B. REVISED TEXT & TAGS REVISION # 13 SUMMARY A. OMIT GAS SERVICE B. MODIFIED SQ. C. MOVED DUMPSTER D. MODIFIED FRAMING OF PILASTER E. ADDED SLAB LEAVE OUT AREA F. OMIT NOTE PHILLIPS P A R T N E R S H I P Architecture - Interior Design • Planning "Of1e 770.3941616 770.394.1314 RE K RB E F G H A ANCHOR 8 C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. ® 07/ 26/ 04 MISC. VIE ITEMS This document is ® Philrips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT JFvo_d L PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 4* SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE BUILDING SHELL PLAN SHEET NUMBER JA=1 ■ AA 1 SIDEWALK PLAN JA-1.3 SCALE: 118"=1'-0" 2 REFLECTED CEILING PLAN JA 1.3 SCALE: 10=14" 3 STOREFRONT PLAN JA-1.3 SCALE: 10=1'4' REVISION # 3 SUMMARY A. CLARIFIED SIDEWALK PLAN REVISION # 13 SUMMARY A. UPDATED MATERIALS & DIM. B. CLARIFIED TEXT C. ADDED TEXT PHILLIPS P A R T N E R S H I P Architecture • Interior Design - Planning Phone 770.394.1616 770.394.1314 EURE K A ANCHOR e C o RB E F G H CONSULTANT SEAL i REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. VIE ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 4LLU PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT PPP` NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6565 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SIDEWALK, RCP, & STOREFRONT PLAN SHEET NUMBER JA=1 ■ A u GENERAL ROOF NOTES 1. SEE MECHANICAL/PLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS. 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS, 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 1 U-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 1/3" PER FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEETA-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS PIPING TO BE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. 14. ALL DOWNSPOUTS AT SCUPPERS TO BE 8"x8" U.N.O.. ALL DOWNPOUTS AT GUTTERS TO BE 10"x8" PREFINISHED ALUMINUM., U.N.O.. ROOF PLAN LEGEND DS GUTTER AND DOWNSPOUT, SEE NOTE 11. n AND DETAILS. COPING DBE X'-X" DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL NEW ROOF TOP UNIT — INDICATES DIRECTION OF DOWNWARD SLOPE EXISTING SLOPE SHOWN AT 1/8" PER FOOT U.O.N. ROOF TOP WALK PAD EXHAUSTFAN EF REVISION # 3 SUMMARY A. COORD. RTU'S W/ STRUCT. B. REVISED TEXT & TAGS REVISION # 13 SUMMARY A. OMIT DOG HOUSE AND MTL. ROOFING B. REMOVED ROOF PATH C. REMOVED COLUMNS REVISION # 14 SUMMARY A. RELOCATE BTU's & EXHAUST FANS AS PER 2004 PROTOTYPE I al PHI-LLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.3941616 F 770.394.1314 �] p K � E F G H A ANCHOR 6 C CONSULTANT SEAL v REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD, 0 07/ 26/ 04 MISC. VIE ITEMS ® 07/27/ 04 FIXTURE PLAN COORDINATION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, K. TENANT a PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 - SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER JA=2m4 T1500 --- -I-- 1 1-1 —1„ 1 ')A- 91" 1400 35'-0" A.F.F. T.O. PARAPET 32-5" A.F.F. T.O. PARAPET 26'-8" A.F.F. T.O. PARAPET 21'-10" A.F.F. D.B.E. 12'-0" A.F.F. T.O. STOREFRON' 13 U-0" FIN. FLR. 26'-8" A.F.F. T.O. PARAPET OL 18'-4" A.F.F. D.B.E. SCRE' 1 V-4" A.F.F. T.O.SCREENWALL OoL 0'-0" FIN. FLR. oL 18'-8 1/2" A.F.F. D.B.E. 0'-0" FIN. FLR. 35'-0" A.F.F. `F T.O. PARAPET OIL 32'-5" A.F.F. T.O. PARAPET OL 26'-8" A.F.F. T.O. PARAPET OL 21'-10" A.F.F. D.B.E. oL 12'-0" A.F.F. T.O. STOREFRONT � 0'-0" FIN. FLR. 13 1 FRONT ELEVATION JA-4.1 SCALE: 118"=1'-0" SIDE ELEVATION SCALE: 118"=1'-0" ALL BUILDING SIGNAGE TO BE PROVIDED BY TENANT UNDER SEPARATE PERMIT. SIGNAGE SHOWN FOR REVIEW INFORMATION ONLY. AREA=50 SF MAX. PETCO ROOFLINE REAR ELEVATION SCALE: 118"=1'-0" 4 SIDE ELEVATION J A l SCALE: 118"=T-0' 5tt FLAN ANU CIVIL 12" x 12" LOUVERED VENTS, (3) TYP. 26'-8" A.F.F. T.O. PARAPETY DS-1 18'-4"+ A.F.F. D.B.E. — LIGHT FIXTURE 1 V-0" A.F.F., TYP. ;0" FIN. FLR. STORM LEADER GUARDS AB 1 V-0" A.F.F. T.O.SCREEN WALL AD U-0" FIN. FLR. AB 13 B 35'-0" A.F.F. AB T.O. PARAPET 32'-5" A.F.F. ,� 1 T.O. PARAPET 26-8 A.F.F. T.O. PARAPET 21'-10" A.F.F. D.B.E. 12'-0" A.F.F. T.O. STOREFRONT U-0" FIN. FLR. j� IV FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-1 #145 - "INTENSE CARMINE" DOWNSPOUT - PREFINISHED ALUM. DS-1 _COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP-1 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24' EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED o MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS r_ .,. -.µme-.� _. 4��. w MTL=3 NOT USED MV-1 MASONRY VENEER - SIMULATED STONE PATTERN MV-2 MASONRY VENEER - BRICK EQ, TO ENDICOTT TILE - DESERTIRONSPOT" P INTED CONCRETE'PANEL = FINISH COLOR PC-1 E . TO DRYVIT 3$9- ",SOUTHERN BAN m 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" t STOREFRONT - KAWNEER 451 ANODIZED SF-1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 451 ANODIZED SF-2 ALUMINUM - "CLEAR" a EFS = COLOR'EQ. TO`DRYVIT'89 - STA NO INSUL. "SOUTHERN TAN" EFS - COLOR EQ. TO DRYVIT 108 - "MANOR ST-2 WHITE" NO INSUL. ST-3 EFS - COLOR EQ, TO DRYVIT 310 - "CHINA NO INSUL. ° n WHIT 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING- WS-1 3706-WL-21 STRATA 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING- WS 2 3706-WL-33 STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. O TEMPERED GLASS DUMPSTER LOCATION W/ 6-0" H. SCREEN WALL MC-1 AB v —' — — —J 13 E ELEVATION- SCREEN WALL @ LOADING DOCK SCALE: 1/8"=1'4' -` JA APPROVAL .F.F. 2APET F.F. E. EN WALL 5/JA-4.1 REVISION # 3 SUMMARY A. TURNED DRAIN TOWARD SLOPE B. REVISED TAGS REVISION # 13 SUMMARY A. OMIT DOGHOUSE AND MTL. ROOFING B. MODIFIED FINISH MATERIALS C. REMOVED BRICK -ADDED EFS D. OMIT CORAL STONE - ADD MASONRY VENEER E. MOVED DUMPSTER AND ADDED A DETAIL F. LOWERED PART OF THE WALL G. OMIT 8" CORAL STONE - ADD 8" CONC. BASE DAT' DAT PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning "ane 770.394.1616 770.394.1314 RF RE K RB E F G H A ANCHOR B C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. Q 07/ 26104 MISC. V/E ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project os indicated below. NI rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT am PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMER M PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD - BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE EXTERIOR ELEVATIONS ROOF FRAMING - -SEE STRUCTURAL A Z 41� 1 3. N T1 - 5f A — ---------- ------ ----------- -------- -- — ----------------- A% 12 A-7.3 Sim. + F - ----- ---- + + 1/2" EXP. JOINT 60 MIL FULLY ADHERED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS. J 60 MIL FULLY ADHERED T.P.0 3 /8" DIRECT APPLIED EFS ROOFING MEMBRANE ON 7/16" ON MTL. LATH & 40# FELT COVER BOARD OVER RIGID I OVERT 5/8" DENSGLASSGOLD, SHEATHING ON 6" INSULATION (MIN. R-20) MTL STUDS @ 16" O.C. (2) LAYERS 5/8" GYP. BID. ON 6" MTL. STUDS @ 16"O.0 W/ BATT INSULATION (R-11 MIN.) 5/8" EXT. GYP. BD. ON — 6" MTL. STUDS @ 16"O.C. Is 1/2" CONTROL JNT, TYP. —A A ____1N_FtLL SPACE BETWEEN JOISTS W/ BAT.-EINSUL ,, WALL SCONCE BEYOND - EQ. TO WS-2 i L NO COMBUSTIBLES IN THIS AREA =Z—) G 36-10"Af F T.O.PARAPET 32'-5"A.F.F. T.ORARAPET BEYOND 26'-8- A.F.F. T.O.PARAPET BEYOND 21'-11-112"A.F.F. ak D.B.E. '-r ROOF FRAMING - -SEE STRUCTURAL --------- 60 MIL FULLY ADHERED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS. 60 MIL FULLY ADHERED T.P.0 ROOFING MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION (MIN. R-20) (2) LAYERS 518" GYP. BID. ON 6" MTL. STUDS @ 16"O.0 W/ BATT INSULATION (R-1 I MIN.) Allan., B 24" WIDE 3/4" F.R.T. PLYWD. CATWALK 5/8" EXT. GYP. BD. ON 6" MTL. STUDS @ 16"0.C. F+ _171 14'.3112" A.F.F. OIL 4" SOFFIT VENT B.O,SOFFIT CATWALK BEAM -SEE STRUCTURAL CONT. HEAD FLASHING 12'-O"A.F.F. OIL T.O.STOREFRONT REVISION # 3 SUMMARY V7 A. COORD. W/ STRUCT. B. CLARIFIED DIM. BETWEEN COL. LINES C. CLARIFIED GENERAL NOTE lo D. REVISED NOTES 10, 4 E. CLARIFIED CATWALK F. CLARIFIED OPENING G. CLARIFIED NON -COMBUSTIBLES AREA H. REVISED D.B.E. REVISION # 13 SUMMARY A. REVISED ROOF B. CLARIFIED F.R.T. CATWALK C. REVISED THIN BRICK TO DIRECT APPLIED EFS D. REVISED CORAL STONE VENEER TO MASONRY VENEER IN SIMULATED STONE PATTERN E. REVISED CONG, BASE, FOOTING & EXP. JT. F. CLARIFIED EXP. JT. LOCATION G. REVISED STUCCO TO 3/8' DIRECT APPLIED EFS & Al 1/2 TO 5/8 DENSGLASS GOLD SHEATHING H. CLARIFIED CONTROL JOINT ALIGNMENT DIRECT APPLIED EFS �`-%.,,BEYOND - EQ. TO ST 1 3 C ALUM. STOREFRONT 4% EQ TO SF-1 8"X8" COLUMN - SEE STRUTURAL A13 r MASONRY VENEER IN SIMULATED STONE PATTERN - ATTACH TO 5/8" SHEATHING ON " 4 MTL. STUDS @ 16" O.C. MAX 8"EFS W/ INSUL. CONT. BAND BEYOND - EQ. TO ST-3 1/2" CONT. EXP. JT., TY P. --------- 1/2" EXP. JOINT MATERIAL ry CONCRETE FOOTING, ------ I G PROVIDE HIGH TRAFFIC SEE STRUCTURAL SEALANT AT 1/2" EXP. JOINT --- — ----- - - j� -- ----------- CONCRETE SLAB, CONC. FOOTING -SEE E SEE STRUCTURAL STRUCTURAL CONC. SIDEWALK -SEE HARDSCAPE DWGS bo Li 4 q! 4* 4 4 • q 4 4 CANOPY SECTION - �52 SCALE: 3/4"=V-0" 0'-O'FIN. FLR. ak \r NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE INFILL SPACE BETWEEN JOISTS W1 BATT INSUL. 24" X 24 FRAME NO COMBUSTIBLES IN THIS AREA 4'1 SOFFIT VENT --/'I CONT. HEAD FLASHING Z N' 113 A + + 7 12 A-7.3 Sim. � _.nil_, ilk bo 3/8" DIRECT APPLIED EFS 9 ON MTL. LATH & 40# FELT OVER 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL STUDS @ 16" O.0 1/2' CONTROL JNT, TYP. WALL SCONCE BEYOND - EQ. TO WS-2 24" WIDE 3/4" F.R.T. PLYWD CATWALK STEEL BEAM -SEE STRUCTURAL 4 3/8" DIRECT APPLIED EFS ON MTL. LATH & 40# FELT OVER 5/8" DENSGLASS GOLD SHEATHING ON 4" MTL. STUD FRAMING @ 16- O.C. 13 i'\A D MASONRY VENEER IN A—N SIMULATED STONE PATTERN - ATTACH TO 5/8" SHEATHING ON 4" MTL. STUDS @ 16" O.C. MAX M W1 _J­ DIRECT APPLED EFS I13 BEYOND - EQ. TO ST-1 C C"I ALUM. STOREFRONT 13 EQ TO SF-1 H 8" EFS W/ INSUL. CONT. CAP BEYOND - 13 13 E F EQ. TO ST-3 7-7 L 1/2" CONT. EXP. JT., TYP- 8" CONC. BASE -4, CONCRETE FOOTING, SEE STRUCTURAL CONIC. FOOTING BEYOND -SEE STRUCTURAL CONCRETE SLAB, SEE STRUCTURAL . ...... CONC. SIDEWALK -SEE HARDSCAPE DWGS GENERAL NOTE: co SEE STRUCTURAL FOR BRACING &CONNECTIONS OF ALL CONCRETE TILT WALLS J11 4 4 6 T.O.PARAPET 3 L' T.O.PARAPETI 26'-8"A.F.F. i, T.O.PARAPET BEYOND '-F I 21'-11-112"A.F.F. J, D.B.E. '-r I 14'-3 112" A.F.F. B.O.kFFIT 12'-0" A.F.F. OL T.O.STOREFRONT \-F 0'-0' FIN. FLR PHILLIPS 00-um - P A R T N E R S H I P Architecture - Interior Design - Planning "ane 770.394.1616 F770.3941314 RE K Ra E F H ANCHOR CONSULTANT SEAL I I REVISIONS I # DATE DESCRIPTION 07/26/04 MISC. WE ITEMS This document is Q Phillips Partnership, PC and is considered an Instrument of Service, and is solely for use with respectto the project as indicated below- All rights reserved_ Thisdocument may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMEPJCAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER JA=5m 32'-5" A.F.F. T.O. PARAP ET 26'-8" A.F.F. T.O.P.BEYOND 21'-11" + A.F.F. mv Q.B.E. @ BEAM IN - ---- FOREGROUND 21'-10" A.F.F. D.B.E. @ WALL BEYOND I 1/2" CONT. CONTROL JNT TYP AG 14'-3 1/2" A.F.F. B.O.SOFFIT i 1 I 12'-0" A.F.F. �T.O.STOREFRONT MASONRY VENEER IN SIMULATED — PATTERN - ATTACH TO 5/8" _ DENSGLASS GOLD SHEATHING ON 6" MTL. STUDS @ 16" O.C. - -- - AS PER MANUF. RECOMMENDATIONS - — — -- jl� 0'-0" FIN. FLR. CANOPY SECTION @ PILASTER SCALE: 3/4"=1'4' �C STEEL BEAM -SEE STRUCTURAL 3 B OUTLINE OF COLUMN IN FOREGROUND FACE OF TILT WALL BEYOND 5/8" EXT. GRADE GYP. BD. SOFFIT OVER 6" MTL. STUDS @ 16" O.0 DIRECT APPLIED EFS EQ. TO SF-3 ,.ter.. � 45 STnREFROIVT BEYOND CONCRETE SIDEWALK, `H SEE HARDSCAPE PLAN A yj r 1e 2 LAYERS 3/4" F.R.T I 62 1'-6" PLYWOOD 2X F.R.T WOOD BLOCKING I MTL. COPING = -T I r=1N L7/8" VENTED ALUM. DRIP SCREED- 60MIL FULLY ADHERED FRY REGLET DS-875-V-875 - ROOFING MEMBRANE - 13 D OVER 3/4" F.R.T PLYWOOD 3/8" DIRECT APPI IED EFS _ { OVER 5/8" DENSGLASS GOLD o SHEATING ON 8" MTL. STUDS �. @16"O.0 7 1/4" TILT -UP CONCf�tTE A-7.2 A-T2 WALL W/ 3/8" DIRECT APPLIED EFS 11 I � lil�ll I , F >� 1 F FR 13 F 4" BAND CONT. -EFS W/ -� INSUL_ EQ. TO ST-3 LOGO PLAQUE BEYOND -SEE 1/JA-4.1 ,4 i I I I ROOF FRAMING I ,I -SEE STRUCTURAL I 4 ( I I G 11 A-7.3 4 • 4 d 7 t 4 V 4. YI 4. y 4 7-1/4" TILT -UP CONCRETE WALL W/ INTEGRAL THIN BRICK VENEER - USE FORM LINER AND COORDINATE WITH ELEVATIONS 4 .a 4 a 5/8" GYP. BD. ON 1" Z FURRING CHANNELS 4° W/ RIGID INSULATION ° ° 4 8" CONT. EFS W/ INSUL. - °. 22 TYP. EQ. TO ST-3 10 P;IASONRY VENEER IN SIMULATED A-7.2 STONE PATTERN - ATTACH TO LATH & SHEATHING r � 4,. DA 4 1/2" CONT. EXP. JOINT _• 1/2" CONT. EXP. JOINT CONC. SLAB- SEE�: �m STRUCTURAL HIGH TRAFFIC SEALANT MATERIAL COLOR TO q MATCH SIMULATED N STONE MORTAR COLOR CONCRETE SIDEWALK, SEE HARDSCAPE PLAN 4 ° 4 .4 G �. 4 4 -�,= I 131 Iq I CONCRETE FOOTING, SEE STRUCTURAL IT, �2 WALL SECTION 5 FRONT WALL JA-5.3 SCALE: 314"=1'-0" B 26'-8" A.F.F. T.O. PARAPET 26-91/2-91/2" A.F.F. OL T.O. CONC. WALL 21'-10" A.F.F. D.B.E. 0'-0" FIN. FLR. REVISION # 3 SUMMARY A. ADDED NOTE B. COORDINATED BEAM W/ STRUCTURAL REVISION # 13 SUMMARY A. REVISED CONC. FOOTING LOCATION B. REVISED CORAL STONE VENEER TO MASONRY VENEER IN SIMULATED PATTERN C. REVISED TILT -UP CONC. PANEL TO MTL. STUDS D. REVISED STUCCO TO DIRECT APPLIED EFS E. REVISED ROOFING F. REVISED CORAL STONE VENEER TO EFS G. REMOVED THIN BRICK VENEER NOTE H. CLARIFIED HIGH TRAFFIC SEALANT MATERIAL I. CLARIFIED CONTROL JOINT ALIGNMENT PHILLIPS woo-woN P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 770.394.1314 1i RE K Q RB 0 p E F G H A 9ANCHOR B , CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05128/ 04 ARCH/ STRUC. COORD. Q 07/ 26/ 04 MISC. V/E ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT o(r 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 941 �_ NORTH AMERIM PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 0 5/ 14104 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER JA=5m3 r WALL SECTION @ REAR WALL JA-5.4 SCALE: 314"=1'-0" 1510 13 A-7.3 SIM 62„ 1' 6" I I I I I � I R r, 4 SQ � f> ' 4 'X F.R.T. WD. BLOCKING AS 7-1/4" TILT -UP CONCRETE 2EQ'D. � WALL W/ITH %" DIRECT APPLIED EFS 7 A-7.2 P M MIL. FULLY ADHERED ROOFING MEMBRANE OVER 7/16" COVER 30ARD ON RIGID INSULATION R-20 MIN) ;-L TjT T�. LT �t I ,Ti! I A. a 1 n ` TYP. REVEAL - USE 2X2 IN CONC. FORMWORK ROOF FRAMING PER \\\ STRUCTURAL n . , 518" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID n . INSUL. (R-5 MIN.) �4 A 'FLEX FRAME' TRUCK SHELTER 18" TOP & BOTTOM PROJECTION BY KELLEY TUFSEAL -SEE SPECS COLOR EQ. TO ST-2 SELF-SUPPORTING ROLLING COIL DOOR WITH HOOD -REFE� TO DOOR SCHEDULE 4 G CONT. CAULK II STEEL LINTEL - SEE STRUCTURAL I STEEL JAMB ANGLES PAINTED P-2 - SEE STRUCTURAL f II 4 II !j II ,;III li it !1 NG IGNED WITH )NTAL - DEVIATIONS A CHANNEL FRAME BEYOND DOOR GUIDE BEYOND CONC. SLAB ON GRADE - SEE STRUCTURAL NOTE: LOADING DOCK EQUIPMENT SHALL BE PURCHASED & INSTALLED BY THE G.C. FROM THE PETCO INVENTORY AGREEMENT VENDOR: STAR EQUIPMENT INC., CONTACT: KEN DORIOTT 2100 107TH LANE NE, BLANE MN 55443 TEL. 763/ 783-942OX24 FAX: 763/ 783-9501 4IN O 0 O I I i IISLOPE T.O. CONC. FDN. WALL 1/2" DOWN II BEYOND DOCK BUMPER ANGLE EA. SIDE II -SEE SPECS III {i I LOADING DOCK EDGE -OF -DOCK LEVELER W/ LAMINATED DOCK BUMPERS W/ BUMPER EXTENSION BOXES BY KELLEY II I� 6" - ATLANTIC LTD. SERVICE RANGE 5" ABOVE & 5" BELOW. - -SEE SPECS II >.° e 4 A G O j I 01 A6.1 IL-11-1��1=11I°�-151! ° Al e . PETCO PROTO -lll�llilllll ,{Ii�IIITi ° :1,-2n A 5"X5" X 3/8" GALV. ANGLE W/ 1/2" DIAM X 6" LONG GALV. CONC. STDS @ 6" O.C. - SEE STRUCTURAL CAST - IN PLACE CONC. WALL l DRAWINGS TRENCH DRAIN W/ GRATED COVER, SEE CIVIL DWG'S. s. 6" EXTERIOR CONC. SLAB- n v SL_-_OPE _ S�_LO_ pE SEE STRUCTURAL DRAWINGS ° Q 4 4 J SEE STRUCTURAL DRAWINGS FOR FOOTINGS SIDE OR BOTTOM OUTLET, SEE CIVIL DWG'S. a c (-2 WALL SECTION @ LOADING DOCK 00 N 26'-8" A.F.F. T.Q. PARAPET 25'-9112" A.F.F. T.O. CONC. WALL VARIES OL D.B.E. 9'-4" A.F.F. T.O.OPENING 0'4' FIN. FLR. � 4-0" A.F.F. T.O.CONC. REVISION # 3 SUMMARY A. ADDED & REVISED NOTES REVISION # 13 SUMMARY A. ADDED/MODIFIED NOTES B. CHANGED MATERIALS C. CHANGED DIMENSIONS D. CHANGED FOOTING DEPTH PHILLIPS 0000000010— no —ow" P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.394.1616 1- 770.394.1314 K D RB C D E F (j H E ANCHOR 6 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. V/E ITEMS This document is ® Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT in 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER JA=5m4 SCALE: 314"=V-0" 1/2" GYP BOAR[ FURRING CHAN O.C. W/ 1" RIGIC (R-5 MIN) 6" STEEL COL. SEE STRUC. DV1 2X8 F.R.T. WD, E ALUM. STOREFI` ENLARGED DETAIL @ STOREFRONT SCALE: 3"=1'-0" � NOT USED JA 7.1 SCALE: 1"=V-0" G - 112" GYP BOARS ON 1"'T FI IRRING ALUM.STOREFRONT 2X8 F.R.T. WD. BLOCK[ 1/2" GYP BOARD ON 1" CHANNELS @ 24" O.C. INSULATION (R-5 MIN) 7.-AKIIIIIIII92. I CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS a Q d1 d d v 0 uJ d 7 d 44 3" 1/2" GYP BOARD ON 1"'T FURRING ' CHANNELS @ 24" O.C. W/ V RIGID INSULATION (R-5 MIN) 13 TILT -UP CONC. WALL PANEL MASONRY VENEER PJATTERN W(fHIN BRICK AS SHOWN - SIMULATED STONE COORD. WIELEVATIONS d iA � I 3 ENLARGED CORNER DETAIL JA-7.1 SCALE: n 4 ENLARGED PILASTER DETAIL JA-7.1 SCALE: 1"=1'-0" Z A,_ =-__ T MASONRY VENEER IN SIMULATED STONE PATTERN .r: 2" Cl a" 2" I O I ;I ; II'' .I ;I - I < °° 44 I; I °Q �I 45 E U 7_— —___J I N 8" STEEL COL. 4" MTL. STUDS @ 12" O.C. MAX SEE STRUC. DWGS. W/1/2" DENSGLAS GOLD SHEATHING 2 ENLARGED COULUMN DETAIL JA-71 SCALE: 1"=l'-0" REVISION # 3 SUMMARY A. CLARIFIED DIMENSIONS REVISION # 13 SUMMARY A. REPLACED TILT -UP PANELS WI INLAY BRICK @ PILASTERS WITH MTL. STUD FRAMING W/ DEFS. B. MODIFIED MATERIAL C. MODIFIED DIMENSIONS PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 770.394.1314 RE K � C ANCHOR E C D E F G H CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28104 ARCH/ STRUC. COORD. 0 07/ 26104 MISC. WE ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership. PC, TENANT o� d L PETCO- 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 - SANFORD, FLORIDA CLIENT NORTH AMERICM PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE LARGE SCALE PLANS SHEET NUMBER JA=7ml ENLARGED REAR CONNECTION W/ ADJACENT TENANT JA-7.1 SCALE: 1"=V-0" ENLARGED CONNECTION W/ ADJACENT TENANT SCALE: 1 "=1'-0" GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION. FOUNDATION WALLS WHICH ARE SHOWN TIED INTO SLAB -ON -GRADE OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (INCLUDING DECK) IS COMPLETED. THOUGH DETAILS DO NOT INDICATE, ADEQUATE DRAINAGE MUST BE PROVIDED BEHIND WALLS TO ELIMINATE UNANTICIPATED HYDROSTATIC LOADING. PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST ALL REQUIRED FORCES SUCH AS (BUT NOT LIMITED TO) DEAD LOADS, LIVE LOADS, SOIL PRESSURES, CONSTRUCTION LOADS, WIND AND UNBALANCED LOADING. PROVIDE TEMPORARY SAFETY ENCLOSURES AS NECESSARY TO PROTECT ALL PERSONNEL INVOLVED WITH THIS PROJECT. 2. GROUT SHALL BE NON -SHRINK WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. EXPOSED GROUT SHALL BE NON -STAINING. 3. THE 2001 EDITION OF THE FLORIDA BUILDING CODE SHALL APPLY. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS. ROOF OPENINGS GREATER THAN 12" DIAMETER SHALL BE FRAMED WITH L3x3x1/4"(MINIMUM)_ JOIST/JOIST GIRDER MANUFACTURER SHALL COMPENSATE FOR LOADS IMPOSED BY ROOF -TOP UNITS (R.T.U.'s) BY PROVIDING DOUBLE JOISTS OR SPECIALLY DESIGNED JOISTS AT THESE SUPPORT LOCATIONS. R.T.U. LOADS ARE STATED ON ROOF FRAMING PLANS AS PROVIDED BY ARCHITECT OR MECHANICAL ENGINEER. SEE ROOF FRAMING DETAILS (in this set of drawings) FOR TYPICAL REQUIRE- MENTS FOR SUPPORT OF ROOF -TOP UNITS_ 5. DETAILS NOT SHOWN SHALL BE ACCORDING TO: AMERICAN INST. of STEEL CONSTR. A.I.S.C, SPECS FOR STRUCTURAL STEEL AMERICAN CONCRETE INSTITUTE A.C.I. SPECS FOR CONCRETE AMERICAN WELDING SOCIETY A.W.S. SPECS FOR WELDING NATIONAL CONCRETE MASONRY ASSOC N.C.M.A. SPECS FOR CONCRETE MASONRY STEEL JOIST INSTITUTE S_J.I. SPECS FOR STEEL JOISTS AMERICAN IRON & STEEL INSTITUTE A.I.S.I. SPECS FOR COLD FORMED STEEL 6. DESIGN LOADS: DEAD LOAD ROOF DEAD LOAD - 20 P.S.F_ LIVE LOAD ROOF LIVE LOAD - 20 P.S.F. (REDUCIBLE) WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M,P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B INTERNAL PRESSURE COEFFICIENT +/- 0.18 WALL COMPONENT AND CLADDING PRESSURE - 20.6 P.S.F_ ROOF COMPONENT AND CLADDING PRESSURE - 28.4 P.S.F. 7. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SAME TO ARCHITECT AND/OR ENGINEER FOR REVIEW. ARCHITECT AND ENGINEER'S REVIEW OF SHOP DRAWINGS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS_ 8. ALL SHOP DRAWINGS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA_ COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING BUT NOT LIMITED TO AWNINGS, STOREFRONT, AND LIGHT GAUGE STEEL FRAMING SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF INSPECTION_ SHOP DRAWING SUBMITTALS SHALL CONSIST OF (3) SETS, (1) FOR FOR (1) FOR PROJECT ARCHITECT AND (1) FOR THE CONTRACTOR. ADDITIONAL SUBMITTALS WILL BE RETURNED UNMARKED. 9. EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NEVER TO BE PERMITTED AS A SUBSTITUTE FOR CAST -IN -PLACE ANCHOR BOLTS WHERE CAST -IN -PLACE BOLTS HAVE BEEN SHOWN ON THE DRAWINGS. CONCRETE NOTES: STEEL NOTES: 1. U.N.O. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" AND A MINIMUM 28 DAY 1. ALL STRUCTURAL STEEL SHALL BE PROVIDED AS FOLLOWS: COMPRESSIVE STRENGTH AS FOLLOWS: RECTANGULAR,/SQUARE HSS SHAPES (ASTM A500 Gr. B) 46 K.S.I. YIELD FOOTINGS: 3000 P.S.I ROUND HSS SHAPES (ASTM A500 Gr. B) 42 K.S.I. YIELD SLAB ON GRADE: 3000 P.S.I STEEL PIPES (ASTM A53 Gr. B) 35 K.S.I. YIELD FDN. WALLS: 3000 P.S.I W SHAPES (ASTM A992) 50 K_S_I. YIELD U.N_O.: 3000 P.S.I STRUCTURAL STEEL U_N.O, (ASTM A36) 36 K.S.I. YIELD 2. AIR ENTRAINING AGENTS SHALL BE USED TO PRODUCE 3% TO 6% AIR BY VOLUME 2. ALL STRUCTURAL FASTENERS SHALL BE PROVIDED AS FOLLOWS: IN ALL CONCRETE EXCEPT INTERIOR SLABS ON GRADE. (3% MAX.) BOLTED CONNECTIONS IN STEEL FRAMEWORK U.N.O. (ASTM A325-N) CARBON AND ALLOY NUTS (ASTM A563) 3. C_J. ON PLANS INDICATES CONSTRUCTION JOINTS OR CONTROL JOINTS. IF NOT HARDENED STEEL WASHERS (ASTM F-436) COMPRESSABLE-WASHER -TYPE DIRECT TENSION INDICATORS (ASTM F-959) SHOWN OTHERWISE; MAINTAIN A MAXIMUM AREA BOUNDED BY SLAB CONTROL JOINTS OF 400 SQUARE FEET (i.e. 20' x 20') THE MAXIMUM SIDE RATIO OF WHICH THREADED RODS (ASTM A36) SHALL BE 1.5:1, AND JOINTS AT ALL REENTRANT SLAB CORNERS. ANCHOR RODS U.N.O. (ASTM F1554 Gr_ 36) 4_ ALL STEEL BAR REINFORCEMENT SHALL BE A_S.T.M. A-615, GRADE 60. 3. U_N.0_ COLUMN BASE PLATES SHALL BE 6" LARGER IN EACH DIRECTION THAN THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (i.e_ 12" SQUARE BASE PLATE FOR 6" 0 OR 6" SQ. COLUMN and 10" SQUARE BASE PLATE FOR 5_ MAINTAIN MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL AS INDICATED 4" 0 OR 4" SQ. COLUMN). ALL BASE PLATES SHALL BE ANCHORED TO UNLESS OTHERWISE NOTED IN THE DRAWINGS. FOOTING BELOW WITH 4 - 3/4"0 x 1'-1" HEADED ANCHOR RODS (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. A. 3" CLEAR WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH. BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. B. 2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST 4. ROOF DECK SHALL BE 1-1/2" DEEP, 22 GAGE WIDE RIB STEEL ROOF AGAINST FORMS FOR BARS #6 OR LARGER. DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28. ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR C_ 1 1/2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST PLATES IN ACCORDANCE WITH VULCRAFT WELD PATTERN STATED ON FRAMING AGAINST FORMS FOR BARS #5 OR SMALLER. PLAN (5/8" DIA_ WELDS @ SUPPORTS AND PERIMETER & #10 TEKS SCREWS @ SIDELAPS). DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM- D. 3/4" CLEAR FOR SLABS AND WALLS FORMED ABOVE GRADE AND NOT WELDS AT PERIMETER ARE NOT TO EXCEED THE LESSER OF THE VULCRAFT ATTACHMENT EXPOSED TO WEATHER. PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6". E_ 1-1/2" CLEAR FOR BEAMS AND COLUMNS FORMED ABOVE GRADE AND NOT 5. CONTRACTOR SHALL PROVIDE CONTINUOUS L 3x3x1/4" AS TYPICAL ROOF DECK EXPOSED TO WEATHER. CLOSURE, OR AS MEANS OF ATTACHMENT FOR ADJACENT STEEL STUDS - U.N.O. 6. UNLESS NOTED OTHERWISE IN THE DRAWINGS, CAST IN PLACE CONCRETE SHALL ON PLANS, DETAILS OR SECTIONS. HAVE THE FOLLOWING TRIM STEEL ADDED AROUND ALL OPENINGS: TWO (2) - 6. AT ALL BAR JOIST EXPANSION BEARING CONDITIONS, PROVIDE CON -SLIDE TYPE #5 BARS (LENGTH OF BARS = LENGTH OF OPENING + 4'-0") ALONG EACH SIDE CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY OF OPENING AND TWO (2) - #5 x 5'-0" DIAGONALLY AT EACH CORNER. CON-SERV INC. EAST HANOVER, NEW JERSEY ... PHONE (201)884-1430. 7_ FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 7. B.T.J. ON ROOF FRAMING PLAN INDICATES BOLTED TIE JOIST AS DEFINED BY P.S.F. ALL FOOTING EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL O.S.H.A. AND S.J.L. BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. CONTRACTOR SHALL EXERCISE WHERE JOISTS) BEAR ON JOIST GIRDER AT (OR NEAREST) COLUMN(S). CAUTION TO INSURE THAT ALL RECOMMENDATIONS OF THE CIVIL AND SOILS (O.S.H.A. Sec_ 1910.12 Construction Standards Sec. 1518.751) ENGINEERS ARE FOLLOWED CLOSELY. FOR DETAILS OF FILL AND COMPACTION REQUIREMENTS, REFER TO CIVIL DRAWINGS AND THE SPECIFICATIONS. 8. ALL JOIST BRIDGING HAS NOT BEEN SHOWN ON PLANS. JOIST BRIDGING QUANTITIES, 8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO THE REQUIREMENTS OF THE SIZES AND CONNECTIONS SHALL BE AS PER THE STEEL JOIST INSTITUTE SPECS. AND SHALL BE SHOWN IN DETAIL ON THE JOIST SUPPLIER'S SHOP DRAWINGS. STANDARD SPECIFICATIONS FOR COLD -DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT A.S.T.M. A-185, ALL WELDED WIRE FABRIC SHALL BE CLEAN AND FREE OF EXCESSIVE RUST. 9_ STRUCTURAL STEEL MEMBERS TO RECEIVE SPRAYED -ON FIREPROOFING OR BE 9. FLY ASH MAY BE USED AS A DIRECT SUBSTITUTE FOR PORTLAND CEMENT. FLY ENCASED IN LIGHTWEIGHT CONCRETE SHALL NOT BE SHOP PRIMED OR PAINTED. ASH MUST CONFORM TO ALL ASPECTS OF ASTM C618-84 STANDARD SPECIFICATION FOR FLY ASH. CLASS F OR CLASS C FLY ASH MAY BE USED, HOWEVER, TOTAL 10, UNLESS NOTED OTHERWISE IN THE DRAWINGS, ALL FILLET WELDS SHALL BE 3/16". LOSS ON IGNITION OF FLY ASH MUST BE 3% OR LESS. FLY ASH MAY BE SUB- ALL WELDS SHALL BE MADE WITH E-70 ELECTRODES. STITUTED ON A 1:1 RATIO BY WEIGHT AND ONLY UP TO A 20% REDUCTION IN THE ORIGINAL CEMENT CONTENT. CONCRETE PROPORTIONS SHALL BE SELECTED 11. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED ON THE BASIS OF TRIAL MIXES CONFORMING TO A.C_I_ 211.1. OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, 10_ SEE ARCHITECTURAL DRAWINGS/SPECIFICATIONS FOR CONCRETE FLOOR FINISH REQUIREMENTS. CONNECTIONS SHALL DEVELOP AT LEAST 70% OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE ASD MANUAL (Part 2: Beam and Girder Design) 11. ALL EXPOSED CORNERS SHALL HAVE 3/4" CHAMFER U.N.O.. FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE HOWEVER, SHALL THE DEPTH OF THE FRAMED CONNECTIONS BE LESS THAN 80% OF THE "T" DISTANCE OF 12. DESIGN OF CONCRETE STRUCTURAL ELEMENTS IS IN ACCORDANCE WITH ACI 318-99 (BUILDING CODE THE BEAM WEB. REQUIREMENTS FOR STRUCTURAL CONCRETE) 12. GRIND EXPOSED WELDS SMOOTH AND FLUSH, TO MATCH AND BLEND WITH ADJOINING SURFACES. 13_ RESULTS FOR ALL CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE INSPECTOR 13. PROVIDE ONE SHOP COAT OF A RUST INHIBITIVE PRIMER TO ALL STRUCTURAL STEEL MEMBERS. DO NOT PAINT SURFACES TO BE WELDED, EMBEDDED IN CONCRETE OR MASONRY, OR CONTACT SURFACES OF FRICTION CONNECTIONS. 14. ALL METAL STUDS TO BE SJ SERIES AND HAVE SECTION PROPERTIES GREATER THAN OR EQUAL TO THOSE AS PUBLISHED BY UNIMAST INC., MARROW GA 15. ALL STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 STRUCTURAL WELDING CODE BY AMERICAN WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. DEFINITIONS: SYMBOLS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED - INDICATES ELEVATION. FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION_ - INDICATES COLUMN LINE. B.T.J. - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. - INDICATES FILLED CELL DESIGNATION. C.J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION. COL - INDICATES COLUMN CENTERLINE. D.B.E. - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED 11110. - INDICATES MOMENT CONNECTION_ FLOOR ELEVATION. ELEV. - INDICATES ELEVATION. - INDICATES FOUNDATION DESIGNATION. E.O.R. - INDICATED ENGINEER OF RECORD. E.Q. - INDICATES EQUAL. F.D. - INDICATES FLOOR DRAIN. 1 - INDICATES SECTION MARK. S1 F.F.E. - INDICATES FINISHED FLOOR ELEVATION. F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. - INDICATES REVISION MARK_ Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. CD Fu - INDICATES SPECIFIED MATERIAL ULTIMATE TENSILE STRENGTH. J.B.E. - INDICATES STEEL BAR JOIST BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. M.C. - INDICATES MOMENT CONNECTION. MIN. - INDICATES MINIMUM. M.O. - INDICATES MASONRY OPENING. I - INDICATES STEEL PLATE. R.T.U. - INDICATES ROOF TOP UNIT. L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF T.O.F. - INDICATED TOP OF FOOTING ELEVATION BELOW REFERENCED ROOF -TOP UNIT. USE L 3x3x1/4" IF WEIGHT OF UNIT IS LESS FINISHED FLOOR ELEVATION. THAN 1,500 LBS_ USE L 4x4x1/4" IF WEIGHT OF UNIT IS BETWEEN 1,500 AND 3,000 LBS. IF ROOF -TOP UNIT's WEIGHT EXCEEDS 3,000 LBS., SEE ROOF FRAMING A I r-r A 11r- T.O.S. INDICATES TOP OF STEEL BEAM ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. T/ STEEL - INDICATES TOP OF STEEL BEAM ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. TYP - INDICATES TYPICAL. U.N.O - INDICATES UNLESS NOTED OTHERWISE. PROVIDE P.T. 2x4 BLOCKING UNDER ROOF DECK BELOW PERIMETER OF CURB WHERE REQUIRED TO PREVENT DECK FROM CRUSHING UNDER THE WEIGHT OF ROOF -TOP UNIT. TILT -UP NOTES: 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 P.S.I. U.N.O. 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. MASONRYNOTES: 3_ PANELS WITH A SINGLE MAT OF REINFORCEMENT ARE TO HAVE THE VERTICAL STEEL PLACED AT THE CENTER OF THE PANELS STRUCTURAL THICKNESS. 4. PANELS WITH A DOUBLE MAT OF REINFORCEMENT ARE TO HAVE A CLEAR 1. UNLESS SHOWN OTHERWISE ON PLAN, AT EACH SIDE OF MASONRY OPENINGS IN C.M.U. DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND WALLS PROVIDE 1-FILLED CELL W/ 1-#5 BAR VERTICAL. PROVIDE DOWEL INTO FOOTING 3/4" TO THE EXTERIOR OF THE BUILDING- AND LINTEL OVER OPENING. PROVIDE 2 -0 OF BEARING (EACH END) FOR MASONRY 5. ALL "WET SET" EMBEDS ARE TO HAVE (1) 1/4" DIAMETER HOLE SHOP DRILLED LINTELS OVER MASONRY OPENINGS. EVERY 6" o_c. TO PREVENT AIR VOIDS FROM FORMING. 2_ REINFORCED MASONRY GROUT (R.M.G.) FOR FILLING CELLS IN C_M.U. WALLS 6. ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. SHALL CONFORM TO: "STANDARD SPECS. FOR MORTAR AND GROUT REINFORCED 7. PROVIDE 1 /2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. MASONRY", A.S.T.M. C-476, WITH A SLUMP OF BETWEEN 9" AND 1 1 ", AND PLACED NOT MORE THAN 2-1/2 HOURS AFTER WATER HAS FIRST BEEN ADDED 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O. (ONE PART CEMENT TO 2-1/2 PARTS FINE AGGREGATE BY VOLUME, DEVELOPING 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, 2000 P.S.I. AT 28 DAYS)_ PLACE IN 4'-0" LIFTS, MAXIMUM. ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE CONTRACTOR FOR THE ENGINEERS REVIEW. 3_ TYPE "S" MORTAR SHALL BE USED FOR ALL C.M_U. WALLS. 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M.U_ WALLS FOR ALL EMBEDDED ITEMS. WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN. 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION. 5_ FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE IN ANY GIVEN WALL SEGMENT. 12. CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS BEFORE CONSTRUCTION LOADS ARE APPLIED. OR CAST -IN -PLACE STUD ANCHORS. 13. CONTRACTOR IS TO ENSURE THE TOP ELEVATION OF ANY "DEADMEN" USED ON THIS PROJECT IS SUFFICIENTLY BELOW FINISHED FLOOR SO CONSTRUCTION CAN PROCEED WITH OUT THE NEED FOR REMOVAL. 6_ ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP, THESE DOWELS SHALL BE 14, REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS. HAVE A 1'-6" BEND INTO EITHER FOOTING OR BOND BEAM. 15_ PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF 7_ CONTRACTOR SHALL PROVIDE STANDARD GAUGE "DUR-O-WAL" (JOINT REINFORCE - DECK ARE IN PLACE. MENT) AT 16" O.C. IN ALL C.M.U. WALLS UNLESS SPECIFICALLY NOTED OTHER- 16. FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED_ ADDITIONAL WISE ON THE STRUCTURAL DRAWINGS- "DUR-O-WAL" SHALL BE PROVIDED IN A FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. PROFESSIONAL ENGINEER_ IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (1- C.M.U. WYTHE ONLY) PROVIDE "TRUSS - TYPE" HORIZONTAL REINFORCING. IN THE CASE OF COMPOSITE WALLS (C.M_U_ ARI N P DE UST A BLI r/16" t" 8. REINFORCING BARS FOR VERTICAL FILLED CELLS SHALL BE LAPPED AS FOLLOWS: 1/4" BAR SIZE LENGTH OF LAP ------------------------------- #5 2'-6" #6 3'-0" #7 3'-6" 9. BARS SH E E RUPS, WHICH L6x4x3/8" S.L_V_ MAY BE GRADE 40. x 6" LONG SEE FRAMING PLAN 10. BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX - FOR JOIST SIZE TEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING. 11. A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) OF 1500 P.S.I. IS REQUIRED 2 FOR ALL REINFORCED MASONRY CONSTRUCTION. JS-1,)0 12. ALL ANCHORS BUILT INTO MASONRY SHALL BE GALVANIZED. DECK 5 AT lUCT 1S KCS JOIST SEE ROOF PLAN 1 TYPICAL RTU SUPPORT FRAME dS-1.0SCALE: NONE r2' SECTION JS-1.O SCALE: NONE /'11 V V LL. 1 1 V'�IVI L 3 SECTION JS-1.O SCALE: NONE CONCRETE LAP SPLICE NOTES: 1. SCHEDULE "I" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - BOTTOM HORIZONTAL BARS OF BEAMS, SLABS JOISTS AND WALLS. - TOP HORIZONTAL BARS OF SLABS 14" OR LESS IN DEPTH. - VERTICAL BARS. 2_ SCHEDULE "II" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - TOP HORIZONTAL BARS OF BEAMS AND JOISTS. - TOP HORIZONTAL BARS OF SLABS GREATER THAN 14" DEEP. - ALL HORIZONTAL WALL REINFORCEMENT (EXCEPT BOTTOM BARS)_ 3. SCHEDULE "III" APPLIES FOR ALL COMPRESSION LAPS. 4. ALL LAP SPLICES SHALL BE WIRED IN CONTACT. 5. ALL TENSILE LAP SPLICES SHALL BE "CLASS B" U_N_0. 6_ ALL SPLICES OF WALL AND SLAB REINFORCEMENT SHALL BE STAGGERED AS SHOWN. 7. THE SMALLER LAP SPLICE LENGTH MAY BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR TENSION. THE LARGER LAP SPLICE LENGTH SHALL BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR COMPRESSION. 8_ LAP LENGTH SPECIFICALLY CALLED OUT ELSEWHERE IN THE DRAWINGS SHALL GOVERN OVER THE LAP LENGTHS IN THIS SCHEDULE. 9. MECHANICAL BAR CONNECTORS THAT ARE 125% OR STRONGER THAN THE BARS BEING LAPPED MAY BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF THE CONTACT LAP LENGTHS GIVEN. ADJUSTMENT(S) TO GIVEN LAP LENGTHS. 1. LAP LENGTHS GIVEN ARE FOR A CONCRETE COMPRESSIVE STRENGTH, Cc, OF 3000 p.s.i. IF A HIGHER STRENGTH CONCRETE IS USED, THE CONTRACTOR MAY REDUCE THE GIVEN TENSILE LAP LENGTHS BY THE FOLLOWING FACTORS: - Cc = 4000 p.s.i., MULTIPLY LAP LENGTH BY ,86. - Cc = 5000 p.s.i., MULTIPLY LAP LENGTH BY .77. 2_ IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE TENSILE LENGTHS BY 50%. 3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE TENSILE LENGTHS BY 30%. 4_ LAP LENGTHS SCHEDULE ASSUMES: A. CLEAR COVER IS GREATER THAN BAR DIAMETER. B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS. C_ TRANSVERSE REINFORCEMENT INDEX, Ktr, IS ZERO_ IF EITHER CONDITION A OR B IS NOT MET, FOR A GIVEN BAR, INCREASE THE SCHEDULED LAP LENGTH BY 50%_ 5. LAP LENGTH SCHEDULED ARE FOR Gr 60 REINFORCEMENT (fy = 60 k.s.i.). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k.s.1.). 0 ~ w ja'0z LAP I FN TH 0 b J PER SCHEDULE Q U �0 � FREE EDGE I I TRANSVERSE "d REINFORCEMENT CLEAR SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) -Lll TAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 29" #5 28" 36" #6 33" 43" #7 48" 63" #8 55" 72" #9 62" 81" #10 70" 91" #11 78" 101" SCHEDULE II BAR SIZE CLASS A CLASS B #3 22" 28" #4 29" 37" #5 36" 47" #6 43" 56" #7 63" 81" #8 72" 93" #9 81" 105" #10 91" 118" #11 101" 1 131" SCHEDULE III BAR SIZE SPLICE LENGTH #3 12" #4 15" #5 191, #6 23" #7 27" #8 30" #9 34" #10 38" #11 42" L2X2X1/4" FROM LOAD POINT TO TOP CHORD PANEL POINT JOT AT BOTTOM 'DINT CONCENTRATED LOAD ON JOIST DETAIL SCALE: NONE COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT AA 4A'-8" x 6'-7" 1'-0" 10-#5 6-#5 BARS BARS X 3'-9" X 6'-5" TOP&BOTT TOP&BOTT 3'-0" SQUARE 1'-0" 4-#4 BARS X 2'-6" E_W. 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E_W. �H 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E.W. K � 3'-0" x 5'-0" 1'-0" 4-#4 5-#5 BARS BARS X 4'-6" X 2'-6" 770.3941616 770.3943314 RF RE K D C ANCHOR B C D RB E F G H REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 CHORD. W/ GRADE REVISIONS 0 05/ 28104 ARCH/ STRUC. COORD. 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 ba reproduced without the prior written consent of Phillips Partnership, PC. TENANT o� PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT y NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLV/RWG DRAWING TITLE GENERAL NOTES SHEET NUMBER i S 0 IIII■ 148'-11 I I 1 12'-41/2" 196 - " 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-51/2" JP-20 o JP-7_1 o H JP-22 o ~ JP-23 o JP-24 1 JP-25 s z JP-26 s W JP-27Li iJL.J Z C W Z C ¢ W W Z Z C.'� Q W W Z Z g C W J z Z W W Z Z W W Z Z W W Z Z 5'-0" PERIM SLAB PANEL EDGE 00 0 N I Iz N PANEL JOINT (UNE ZLO N I I d Ln PANEL EDGE PANEL EDGE I 480 �N 0� I PANEL JOINT (LINE N �N � I F/PANEL 4/ P n n PANEL EDGE F FOUNDATION PLAN � 13 A NDER CONCRETE NOTES ON S1.0 I L L I P S PA R T N E R S H I P Architecture • Interior Design • Planning f''- 770.3941616 770.3941314 RF I__l K RB E F G H A ANCHOR B C D CONSULTANT HAINES, GIPSON ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491,7750 SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT in 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT :b zLL 9 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 JLV/RWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER JS=2ml A TION 0' - 0"_ VIDE STANDARD IN OF S.J.I. FOP UNIT (RTU) . UPSIZE SPECIAL � .,8'!•-II�LQ�C�A�TF �Gf 1r2x�14 (TOP/STEEEL=+21 ' 7 '/2^ B2 INDICATES W16x� (T P EEL=+21-l�%-2- 1 __n-fNf)eAT-FSJW2xf4-(T-6P/SltE�=__[�Bt�`• A L1 INDICATES L3x3x'/4 STRUTS TO FACE OF COLUMN AND BOTTOM OF DECK. SEE 5/J-S5.4 REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28104 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. WE ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. A[ rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT o� W_ ff(;0 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT R NOM AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 JLV/RWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER INDICATES COLUMN CENTER - SEE FOUNDATION PLAN FOR COLUMN SIZE AND ORIENTATION SLAB JOINT z 0 m F-' z 0 m 2'-0" SQUARE OR ROUND ISOLATION POCKET SLAB JOINT NOTE: USE ROUND ISOLATION POCKET WHEN JOINTS WILL NOT INTERSECT CORNERS_ 1 1 TYPICAL PLAN VIEW OF ISOLATION POCKET S-4.1 I SCALE: NONE 7 1/ —r I 4 j TILT -UP PANEL BEYOND FLOOR SLAB PER (3) #4 BARS FOUNDATION PLAN CONT. THRU DOOR FLOOR ELEV_ 0' - 0") x�x D' I � 4 �1 ° 2 1' -0" FTC. NOT SHOWN FOR CLARITY 5 SECTION THRU OPENINGS SCALE: NONE SEE PLAN T/4 DEEP x 1 /8" WIDE SAWCUT JOINT_ FOR SLAB SAW AS SOON AS POSSIBLE WITHIN INFORMATION 24 HOURS AFTER PLACEMENT_ 7 0 x—x x ° x ° ~ � � x . x�—x PLACEMENT NOTES: 1 MAX_ AREA BOUNDED BY JOINTS = 400 SQ. FT_ 2 MAX_ SIDE RATIO = 2:1 3 PROVIDE AT ALL RE-ENTRANT CORNERS ('10_N�TYPICAL CONTROL JOINT JS-4.1 SCALE: 3/4" = 1'-0" CL JOINT 2'-0" i I o� I N (2) #5 c BARS. ADD A #6 BA SIDE C M) ADD (2? x 4'-0' CORNER_ PANEL WIDTH + 1/2" i A r m C­rr-r-I n-r G.C. NOTE: VERTICAL PANEII REINFORCEMENT TO BE PLACE ON A 3 1/16 TALL CHAIR. (2) #5 BARS CONT. AROUND ALL SIDES OF PANEL HORIZONTAL PANEL REINFORCEMENT 1/2" JOINT PER PANEL ELEVATIONS VERTICAL PANEL REINFORCEMENT 2" CLR TYPICAL PER PANEL ELEVATIONS TYPICAL d Vl4 ° d 4 d• ° '°d d \ Q d 4 ° a d ° Ak ^. EXTERIOR FACE OF PANEL 3/4" CHAMFER TYPICAL REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB (2 TYPICAL PLAN VIEW OF TILT -UP JOINT JS-4.1 SCALE: NONE i/2" PANEL JOINT TILT -UP PANEL 1 1 1/2 "H" PER PLAN 3' MAX TILT -UP PANEL PER PLAN T FOOTING ELEV. a ' d a d (SEE PLAN) ° a _ 2'-0» T/ FOOTING ELEV_ a° d (SEE PLAN) 14 3" CLR.. .. 2 0 III=III=III=1 ° o IIIIII—III—III—IIII I III-1 I I , ; ,I-1 � —''�III,�IIIII,IIi � SAME SIZE AND NO. REQUIRED U SEE GEOTECH FOR SUB -GRADE PREPARATION AS TYPICAL FTC. REINFORCING ""6� TYPICAL FOOTING STEP DETAIL JS-4.1 / SCALE: NONE NEW POUR OLD POUR 2'-0" 2.-0" 1/8" TOOLED RADIUS EACH SIDE °. .. ' .d SEE PLAN FOR SLAB THICKNESS 1/2" 0 SMOOTH BAR @ 12" O.C. COAT BOTH SIDES OF BAR TO PREVENT BOND ('I1 TYPICAL CONSTRUCTION JOINT JS-4.1 SCALE: 3/4" = 1'-0" JOINT 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. rld*' TYPICAL PANEL REINFORCEMENT JS-4.1 SCALE: NONE YPICAL REINFORCEMENT SCHEDULE EL HEIGHTS TO D.B_E VERTICAL REINF_ HORIZONTAL REINF. 18 FT #5s @ 18" #4s @ 14" ?O FT #5s @ 16" #4s @ 14" ?2 FT #5s @ 14" #4s @ 14" ?4 FT #5s 0 12" #4s @ 14" ?6 FT #6s @ 12" #4s @ 14" ?8 FT #6s @ 12" #4s @ 14" )D (2? #5 BARS 8'-0' AT EACH DE OF OPENING )D (2#5 BARS 4' -0' AT EACH DRNER. FINISHED FLOOR ELEVATION_ G.C. NOTE: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4"1 VERTICAL PANE REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 1 /2" PLACE ON A 3� 1/16 TALL CHAIR_ TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS 2" CLR_ 2" CLR. I v r7 3 d. #3 BARS @ 6" 0_C_ SEE FOUNDATION PLAN FOR COLUMN SIZE a 4 ° d REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS v rnll� CARRY HORIZ, BAR 24" PAST EDGE OF OPENING_ IF THIS EXTERIOR FACE CAN NOT BE OBTAINED, TERMINATE OF PANEL PANEL HORIZ STEEL w/ STD. 90' HOOK_ NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB 3 TYPICAL JAMB JS-4.1 SCALE: NONE ISOLATION POCKET SEE 1/JS-4.1 THIS SHEET 0 Cn I I-1 I I-1 1 1— w �w w D- U) U V) .. 0 .� SEE FOOTING SCHEDULE FOR SIZE & REINF. 7 TYPICAL INTERIOR FOOTING SCALE: NONE 2X4 BEVELED KEY - NOTE: 24 GA_ GALVANIZED CONTINUOUS PRE -SHAPED KEY MAY BE SUBSTITUTED SEE PLAN 0 L- 2 <g 0 4" I-•- #4 CONTINUOUS (12 TYPICAL KEY JOINT AT SLAB LEAVE OUT JS-4.1 SCALE- 3/4" JOINT JOINT 2'-0" PANEL WIDTH + 1/2" �_l o�N (2) #5 CORNER BARS_ 2" CL. TYP. SEE PANEL ELEVATIONS FOR JAMB REINF. 'A" JOINT R 6" 6 (4)-� I., HEADED L4x4x3/,, x 0'-5" 1 CONN_ 2'-0" A.F.F.) 1 CONN_ @ MID HEIGHT) (1 CONN. 1'-0" BELOW T/WALL) U.N.O. ON PANEL ELEVATION INTERIOR EXTERIOR 4 TYPICAL CORNER DETAIL S-4-11 SCALE: NONE fig. 6" X 6" X 3/8" W/ 4 - 1/2"0 X 3 1/2" LONG HEADED STUDS 1/2" JOINT IF d ' °. a. a a ° 4 1 " CLR_ 4. d d 4. L 4 X 4 X 3/8" X 0'-5" d 1 CONN. 2'-0" A.F.F.) 1 CONN. @ MID HEIGHT) 01 ° 1 CONN. 1'-0" BELOW T/ WALL) U.N.O. ON PANEL ELEVATION 4. ° d. d. q a INTERIOR ° EXTERIOR d. ^' A. a4 2-#5's CONT. ALL SIDES TYP_ #5 BARS @ 14" O.C. HORIZONTAL #4 BARS @ 18" O.C. VERTICAL SEE DETAIL 2/JS-4.1 FOR PLACEMENT_ ........... ............. ....... ............ ......... ............. ............ ............ ADD ADD'L (2) #5 BARS EACH SIDE OF OPENING c� z o Wz a 0 @ 3 o to rrL a D O Of > o � m Q w 0 CO 1 FINISHED FLOOR o cv ELEVATION_ of o 0 I CHAMFER ALL CORNERS OF OPENINGS. ��15TYPICAL PANEL REINFORCEMENT JS-4.1 SCALE: NONE 8 TYPICAL CORNER DETAIL -4.1 SCALE: NONE 6"�C6"x3/8" 1W/ HEADED STUDS2 (PP3)G i 1 „ CLR. V. ° Cr °' J ° U v � 9 � i v a. L4x4x%' x 0'-5" 1 CONN. 2'-0" A.F.F_) 1 CONN_ @ MID HEIGHT) BELOW T/WALL) U.N.O. ON PANEL ELEVATION ° 0 TYP_ ° 1/ „ 3" o 4 a b INTERIOR EXTERIOR ° ' 0 TYPICAL CORNER DETAIL JS-4.1 SCALE: NONE G.C. NOTE: STIRRUPS TO BE PLACED ON 3/, G.C. NOTE: TALL CHAIR (NO REVEALS) AND 11/2" VERTICAL PANE REINFORCEMENT TO BE TALL CHAIR @ 3/4" REVEALS PLACE ON A 3� 1/16" TALL CHAIR. VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS li 3 CLR_ 3/4" CLR. a a � °• --------------- d - -- - -- -- -- -- W #3 BARS @ 6" O.C. REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS CARRY HORIZ_ BAR THROUGH EXTERIOR FACE JAMB REINFORCING. IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL w/ STD. 90' HOOK. NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB 13� TYPICAL STRONG BAND —4 SCALE: SCALE: NONE CONT. L2x2x1/4" METAL GRATING - WELD ANGLES TO SEE ARCH_ EMBED_ ANGLES CONT, GALV, L2x2x 1/4" W/ 3 - #4 BARS 3/8" 0 HEADED STUDS CONTINUOUS @ 16 O_C_ IF, d c0 4 °. 4 I t11 4 6 a1 a ,4 1,_0„ j Q o 1� 4 PROVIDE #4 "U"-BARS I� @ 16" O.C. 16 TRENCH DRAIN DETAIL i-4.1 SCALE: 3/4 = 1'-0" H I L L I P A R T N E R SHIP Architecture • Interior Design • Planning SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC_ COORD. This document is 9 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written corment of Phillips Partnership, PC. TENANT o� I MIS fat a 2201 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 JLV/RWG DRAWING TITLE FOUNDATION DETAILS SHEET NUMBER JS=4ml FINISHED c PER CIVIL 1 SECTION AT WALL JS-4.2 SCALE: 3/4" = 1'-0" GROUT FILLED 8" U—BLOCK BOND BEAM WITH 2—#5 BARS CONTINUOUS T/WALL = (+8'-0" MAX.) ABOVE GRADE ..• DISCONTINUE REINF. AT FLASHING WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE HORIZONTAL JOINT REINFORCING PROVIDE #5 BARS AT 16"o_c VERT. @ 24" O.C. 8" CMU FIN. GRADE SEE CIVIL & 4'-0" X1'-6" CONT. SPREAD FTG WITH (4) #4 BARS CONT. 61 P AND #5 BARS X 3'-6'0 12" O.C. I D D� <1 �1 4'-0" K'3 SECTION AT SCREEN WALL JS-4.2 SCALE: 3/4" = 1'-0" T/WALL = (+11'-0" MA T TOP / RETAINING WALL D PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o.c VERT. 3" C GROUT FILLED 12" U—BLOCK BOND BEAM WITH 4—#4 BARS CONTINUOUS WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE #5 BARS @ 24" 0_C_ 12" CMU 9 C. t @ 12" O.C. #5'S @ 12" 0_C_ 1_. I— .,/ I4 ".... STAINLESS HILTI HAS—E J Q ANCHOR RODS @ WALL & I- FTG_ ANCHOR TO WALL/FOOTING USING HILTI HIT HY 150 ANCHORING x SYSTEM. MIN. ROD v EMBEDMENT=65/g". PLACE na ANGLE 1'-6" FROM EACH EDGE OF PANEL. _ MIN_ 2/ PANEL U 0 0 FAI F. FLOOR ELEV. (0'-0") FLOOR SLAB PER FOUNDATION PLAN F_ FLOOR ELEV. (SEE PLAN) 44 BA x 4'-0" @ 2 ff9t Di-v\a h •r —v - #4's @ 24" O.C. BEND EA. BAR 4'-8" INTO SLAB. 3 #5s @ 12" O.C. #4s @ 12" O.C. 2" CL. TYP. DOWELS SAME SIZE & SP_ AS VERTICAL REINF. Q a (4) — #4 BARS CONT. d 3" CL. TYP. 2 —6 #4 BAR @ 12" O.C. SECTION THRU DOCK MALL SCALE: 3/4" = 1'—O" cC-r= OAn1C1 rI Gl/OTI(­ll\IC FLOOR SLAB PER FOUNDATION PLAN 1 F_ FLOOR ELEV. (SEE PLAN) ,RS x 4'-6" @ 24" O.C. SECTION AT COMMON WALL SCALE: 3/4" = 1'-0" TILT —UP WALL I � B EYO N D I I !I 5'-0" POUR STRIP ' I CONT. MC10 X 28.5 W/ 2'-0" ALTERNATING STRAP ANCHORS TO YIELD ! 1'-10" M 10" SPACING. LAP SPLI I I ill —III —III I- I �-IIIIII-III ; ,I l�llll;,lll-��� #4's @ 12" O_C. ° 2" CL. TYP. d d a: d, d DOWELS SAME SIZE & SP_ a 7" AS VERTICAL REINF. ° a d n.4 ° ° a d (4) — #4 BARS CONT_ 4 a. 3" CL. #4 BAR @ 12" O.C. TYP. SECTION AT DOCK SCA V4" = 1'-0" SEE PLAN FOR SLAB INFO. SEE CIVIL FOR SLAB INFO. =X X X ° (3) #4 BARS CONT. 1 2 STOREFRONT SECTION SCALE: NONE mrmmh'H1LL1PS P A RT N E R S H I P Architecture • Interior Design • Planning SEAL II REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26104 MISC. WE ITEMS This document is (0 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT o� 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NOM AWMAN 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 JLV/RWG DRAWING TITLE FOUNDATION DETAILS SHEET NUMBER RETAINING WALL/SCREEN WALL -4.3 1 SCALE: NONE ROOF DECK PER FRAMING PLAN 1/ » MIN 4 1/4> 3/4"xCx6" STABILIZER PL — WELD TO COLUMN — DO NOT WELD TO JOIST GIRDER ('1 SECTION JS-5.1 SCALE: NONE 0 L4x4x 1/4" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE T_S. BEAM 4" 1/2"x4"<TUBE WIDTH MINUS 1 ") SEAT E'L WITH % x4"x(TUBE HEIGHT MINUS 1 ") GUSSET SLOT TUBE AND WELD TUBE TO SEAT R T.S. COLUMN FULLY WELD TO COLUMN BOLT JOIST TO JOIST GIRDER AT COLUMN USING (2) 1/2" o BOLTS T.S. COLUMN SEE PLAN FOR SIZE TYP. EAC H TUBE T.S_ BEAM TYPICAL TUBE CONNECTION SCALE: NONE WELD JOISTS TO JOIST GIRDER TYP_ UNLESS NOTED OTHERWISE MIN PER 1/8 1" SJI JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/4" CAP PL W/ (2) — %' GUSSET PLATES AND (4) — 3/4 DIA. BOLTS_ NG VARIES 0 71/4" TILT —UP PANEL 4—#10-16 SCREWS EACH STUD. TYP. T_ PARAPET ELEV. (SEE ARCH.) 5"x5"x5" LONG x 18 GA CLIP ANGLE W/ 2— 3/1 s o HILTI KWIK—CON II FASTENERS (13 /4 MIN EMBED) AT EACH STUD, JOIST BEYOND r2' SECTION JS-5.1 SCALE: NONE ?EXTERIOR FACE OF TILT —UP WALL `3", 20 GA 4ETAL STUDS 6" O.C. SEE ARCH 'OR SIZE AT VARIOUS OCATIONS_ 8", 20 GA METAL TRACK EACH END. TYP. PARAPET CONNECTION SCALE: 3/4 = 1'-0' WELD L4x4xY4 STRUT TO TOP CHORD OF JOISTS L3x3x 1/4" STRUT JOIST GIRDER BEAM TO GIRDER CONNECTION SCALE: 3/4" = 1'-0" D. BEARING ELEV. (SEE PETCO PLAN) 0 T STEEL= DBE JOIST BEYOND 16" MI WELD EAC SIDE OF J 0 EXTERIOR FACE OF T. PARAPET ELEV_ (SEE PANEL ELEVATIONS) I d I EE ADJACENT TENANT S FOR ROOF FRAMING DETAILS. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS @ 32" 0_C. SEE DETAIL 3/KS5.1 FOR ANGLE TO ANGLE SPLICE DETAII DECK BEARING ELEV. - (SEE FRAMING PLAN) tt 121/ "x113/4" BLOCKOUT a ON CH SIDE OF PANEL 1/4" 2" JOINT FOR JOIST GIRDER 51/4„ 1/ SJN PER BEARING. » 4 2" AT SIM. PROVIDE 121/2"x231/2" d .a BLOCKOUT. 2" BEARING PLATE w/ 3/8"x5"x111/ JOIST PER 1 2) /2" 0x4" LONG HEADED STUDS 7 FRAMING PLAN (7" GAGE). A ds-5.1 AT SIM. PROVIDE (2)-3/8"x5"x111/2" BEARING PLATE_ DO NOT WELD BOTTOM CHORD OF GIRDER TO ANGLE_ C Q a. C d —UP CONCRETE _L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT JI LIVL 'L y8 hL h I —V (Fy = 36 k.s_i.) FULLY WELD TO CONTINUOUS ANGLE CHORD ELEMENT TYPICAL AT EACH ANGLE JT. G.C. NOTE: DO NOT PROVIDE DIAPHRAGM SPLICE AT EXPANSION JOINT LOCATIONS. WALL DIAPHARM CHORD SPLICE SCALE: 11/2" = 1'-0" 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 10( MIN PER' SJI 1/4 2» I � BEARING PLATE, G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY. i PANEL JOINT 7 CONNECTION JS-5.1 SCALE: 1 1/2" = 1'—O" L3x3x1/4" CONT. ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN �— L5x31/ "�3/i"x0'-9" LONG GC NOTE: REFER TO ARCH w/ (2� )2 Ox4" EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS_ OF ALL EXTERIOR REVEALS NOTE: SIM. CONDITION OCCURS WHEN JOIST GIRDER BEARING IS NOT A PANEL JOINT. r6 TYP. JOIST GIRDER BEARING AT PANEL JOINT JS-5.1 SCALE: 3/4" = 1'—O" HEADED STUDS Boom H I L L I PA R THE R S HIP Architecture a Interior Design - Planning REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 CHORD, W/ GRADE REVISIONS Q3 05/ 28/ 04 ARCH/ STRUC. CHORD. This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT f NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLV/RWG DRAWING TITLE FRAMING DETAILS SHEET NUMBER JS=5ml T. (S D. (S METAL DECK PER FRAMING PLAN. 3TD. BRIDGING PER 3JI SPECIFICATIONS 3Y JOIST MFG. PER ING PLAN. ' 1 ) SECTION AT DECK BEARING W/ PARAPET JS-5.2% SCALE: 3/4" = 1'-0" T. PARAPET ELE (SEE ARCH.) L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION ° BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS @ 32" 0_C. SEE DETAIL 3/JS-5.1 a FOR ANGLE TO ANGLE SPLICE DETAIL_ 3 8" 1 ',11N PER a 1/g 1 » SJI ROOF DECK PER 3/16" 3„ FRAMING PLAN 3/16 3" J_ BEARING ELEV. (SEE FRAMING PLAN) R 3/8"X6" CONT. WITH 4 1 /2" DIA_ X 4" LONG L5x31/2"x5/8"x0'-9" LONG LLV HEADED STUDS AT CONNECTION ANGLE. 12" O.C. (G-C. NOTE: IN LIEU a OF L SHOWN, A L4x4x 1/4" 0'-6" LONG L MAY BE USED w/ STIFFENER_) JOIST PER FRAMING PLAN. 4 GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS 5 SECTION AT JOIST BEARING W/ PARAPET -5.2 SCALE: 3/4" = 1 '-0" 71/4 1 SEE SHEET S6.1 FOR PANEL DESIGNATIONS & CORRESPONDING PANEL ELEVATIONS / REINFORCING ON SHEET S6.1. (NOT SHOWN FOR CLARITY) h ELEV. TOP OF PL. AND BEAM `-F EMBED. PL. 1/2"x(SEE 6/JS-5.2) WITH 6-3/4"0 HEADED STUD ANCHORS. TILT -UP PANEL NOTE: DECK AND JOISTS OMITTED FOR CLARITY STD. DOUBLE ANGLE A.I.S_C. CONNECTION BEAM SEE PLAN Z� TP. BEAM BEARING DETAIL -5-.2T SCALE: 3/4" = 1'-0" (NON -PANEL JOINT) SEEPLF"' rrin BEAM SI STD. DOUBLE ANGLE A.I.S.C. CONNECTION Z NOTE: OFFSET EMBED R. AS NEEDED AT PANEL EDGE CONDITIONS ' 6 ) BEAM BEARING DETAIL JS-5.2) SCALE: 3/4" = 1'-0" An 5" N (4) #3 A706 — BARS. EXTERIOR FACE OF 5"x121/2"x1'-111/2" BLOCKOUT —� FOR JOIST GIRDER BEARING. 3/$. %24" LONG BENT PLATE w/ V3 x 4'-0" R4EINFORCEME T ANDLONG (4)7 '/2" Ox4" LONG HEADED STUDS (7" GAGE)_ (4) 1/2"0 HEADED STUDS SEE F BEAM 71/4" TILT —UP PANEL MIN PEI S4 HEADED STUDS BEARING PLATE. —j — G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY. #3 A706 BARS ' CONNECTION �JS-5•+Z SCALE: 1 1/2" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN L5x31/ " 3/�"x0'9" LONG w/ (2� /2 Ox4' , EMBEDMENT EXPANSION ANCHORS. TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT —5.21 SCALE: 3/4" = 1'-0" (�- JT. MUM SEE SHEET S6.1 FOR PANEL DESIGNATIONS & CORRESPONE PANEL ELEVATIONS / REINFOR HEFT S6.1. 1'-3" LONG 1/2"0 x 4" LONG FUDS CONN. BEAM WEB_ IBED. R FABRICATOR NOTE: BEAM MAY BE SLIGHTLY OFFSET FROM JOINT. BEAM BEARING ON PAENL JOINT JS-5.2 SCALE: 11/2" = 1'-0" PHILLIPS PARTNERSHIP Architecture • Interior Design . Planning ; 770.3941616 F 770.3943314 , RF RE ' K F G H A ANCHOR Er G D - CONSULTANT HAIDES, GIPSON ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 05/ 28/ 04 ARCH/ STRUC. COORD. This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights ry reseed. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT in rETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 94111 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 JLV/RWG DRAINING TITLE FRAMING DETAILS SHEET NUMBER PROVIDE 16 GA. RUNNER SHOOT RUNNER TO ANGLE W/ 0.145" 0 HILTI X-DNI PINS @ 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS i SCREWS @ 12" O.C. R SUPPORTS %"x 12" CONT. R 'HELD R TO JOISTS PROVIDE L6x6x5/16 WELD ANGLE TO I? - WELD DECK TO R ' 2 1 CANOPY RETURN OVER BUILDING Ri—*•Zlj SCALE: 3/4" = 1'-0" #10-16 SCREWS @ 8" O.C. @ ALL SUPPORTED EDGES T/PARAPET SEE ARCH. ZOVIDE 20 GA. RUNNER \ END OF STUDS :REW FLANGES OF RUNNER 1 FLANGES OF STUDS (2) # 10-16 SCREWS PER FLANGE 16" O.C. 40OS 162-33 METAL STUDS @ 16" O_C. 3 METAL 6" O.C. \. RUNNER Z TO R W/ (2) K-DNI PINS S OF RUNNER STUDS 6 SCREWS - - VARIES . -A ) 3.2 W/ :12" R JOIST : K TO R W/ HILTI X-DNI PINS X, x X X X X X X x x x x x X x x x X X X X x X X x x x x x x x X X X x x x x x x x x x x x x x x x x x x x x x x x x000 x x x x x x X X x x X x x x x X x HORIZONTAL STUDS X x x x x x x x x x x x x x X x x x x x I x x x IF HEIGHT OF WALL REQUIRES x x x x x x x x x x x x x x x x x x x x x x x a x x x x x x x x x x x x x x x x x x 16" TYP. x x < x x x x x x x x x x x Nx x x x x x x x x x x x x X x xx x x x xx x x x x X X X X X X x x x x x x v x x X X x x x X x X x x x X x x x x x x X x x X x x x X X x x x x x x x x x x x X x x x x x x x x X x x X x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SHEAR WALL BOUNDARY -19/ CANOPY SECTION SCALE: 3/4" SHEAR WALL ATTACHMENT TO METAL ST SCALE: NONE — METAL STUD FRAMING RF Re UEU* G H A ANCHOR ¢ F CONSULTANT HANNES, Affiffillilk, Am- -Ift UIP MR ASSC) C I A T E S 1550 NORTH BROWN ROAD SUITE 100 LA'WRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26104 MISC. V/E ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC_ TENANT wn cuv � dIETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER A* SANFORD, FLORIDA CLIENT NORTH AMEMCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 JLV/RWG DRAWING TITLE FRAMING DETAILS SHEET NUMBER JS=5n3 F0 A T/PANEL EL. 25'-9 1 /2 7Y,4>, T/PANEL-D.B.E. OL EL. 18'-81/2' A F.F_E. ELEV. 0'-0" B/PANEL ELEV. -0'-1 1 "� T/FTG. ELEV. -1 '-O" OL COST PLUS 1/2" JOINT 7Y4" T/PANEL Z-- EL. 25' - 91/2"' D.B.E. ot SEE COST PLUS D_B.E. EL. 21'-10" Y PANEL BEYOND 0 [:E [:D Q O A 3 12'-41/2 19'-6" 19'-6» 19'-6" 19'-6" 19'-6" 19'-51/ „ 2 W 0 H JP-20 J J W JP-21 Z J J J�'-22 - JP-23 J �_ JP-24 -� JLLI JP-25 JP-26 JP-27 a Z � Cif Z Z _1 C-� z 0 Z (J d Z_ J iZ I CL I a 2 1/ » 2 PANEL FDCE BEYOND — — — 7Y4 PANEL REINFORCEMENT ANEL PER REINFORCEMENT DETAIL 14/JS-4.1 PANEL REINFORCEMENT PER DETAIL 14/JS-4.1 PER DETAIL 14/JS-4.1 PANEL PER REINFOR DETAI 14 EMENT JS-4.1QPANEL REINFORCEMENT PER DETAIL 14/JS-4.1 PANEL REINFORCEMENT PER DETAIL 14/JS-4.1 PANEL REINFORCEMENT DETAIL 1 /JS-4.1 PANEL REINFORCEMENT PER DETAIL 14/JS-4.1 r (4) #6 BARS EACH FACTW/ �EF? (4) #6 BARS EACH FACE W/ (6) #6 BARS EACH FACE UV/ f f f f #3 TIES @ 6" O.C. #3 TIES @ 6" C.C. #3 TIES @ 6" O.C. 4' 70" 4' 70" 1 115'-4 COST PLUS COLUMN LINE SIDE ELEVATION SCALE: 1/8" = 1'-0" COST PLUS -\ COLUMN LINE SIDE ELEVATION SCALE: 1/$" = 1 '-0" ' A COST PLUS - \ COLUMN LINE 21 T/PANEL EL_ 25'-91/2" D.B.E. EL. 21 '-10" D.B.E. SEE SHOP D COST PLUS A F.F.E. ELEV. 0'-0" B/PANEL ELEV. -0'-7" T/FTG. ELEV. -0'-8" r COST PLUS A I 74» 1/2" JOINT i I A T/PANEL EL. 25'-91/2" T/PANEL-D.B.E. SEE COST PLUS D.B.E. EL_ 18'-4" BACK WALL PANEL BLDG. TERMINATES AT THIS POINT amm" 11HILLIPS P A ITTNER S HIP Architecture w Interior Design . Planning REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS This document is ® Phillips Partnership. PC and is considered 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 aa PETCO 2201 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLV/RWG DRAWING TITLE PANEL ELEVATIONS SHEET NUMBER JS=601 El MITER CORN! CE H f TIE SCALE: 1/8" = 1'-0» BACK ELEVATION SCALE: 1/8" = 1'-0" ■ 2sl, T/PANEL EL. 25'-91/2» D.B.E. EL. 18'-81/2" A F.F_E_ ELEV. 0'-0» B/PANEL ELEV.-0'-11" T/FTG. ELEV. -1 '-0" REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS This document is V Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT ��vsd 2201 W.P. BALL BOULEVARD PROJECT THE ARKETPLACE 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 JLV/RWG DRAWING TITLE PANEL ELEVATIONS SHEET NUMBER I li E i 4 i I � r i EljC t € it .t 1 li t , ............................................................................................ I l ' 0 I� EjEj ti II IE I! ..-----....---..--.-----....... ---- -- € i ' RTU-5: LENNOX LCA072H, PACKAGED ;ROOF TOP AIR CONDITIONING :UNIT RATED FOR 6 TONS COOLING, 10.5 EER, 18.4 KW ELECTRIC HEATING & 2400 CFM ® 1" EXTERNAL SP, WITH 2 HP BELT DRIVE MOTOR, MATCHING; ROOF J r CURB, NOVAR ELECTRONIC CONTROLS/SENSOR, ECONOMIZER, POWER: EXHAUST, (' I DISCON NECT T SWITCH, CONVENIENCE OUTLET, SMOKE DETECTOR. ELEC. DATA: j 460V, 3PH, 37MCA, 40MOP. i; .............................I f ii • l � o ttt 1 ' vvv,E, f • I:._ is RTU 6 TON 86x46x45 High W/roof curb I - € —r I i 5 2400 CFM 82x41 Outside Curb Dim t I ` i 1 , , l .. .: 8301b b ,r�.. ,,- t l : l i • I RTU 10 TON i LENNOX LCA120H, PACKAGED ROOF -FOP AIR CONDITIONING UNIT RATED FOR ' i ......-.•.-......... ...-.-.....--. 4 4000 CFM €---.--.-__.._ ................... .- - .- .... _._...--.--...._ _...____. _ _..._. ___ .... _ __ __. —... i 10 TONS COOLING, 11.0 EER, 27.5 KW :ELECTRIC HEATING & 4000 CF"-1 . ! I EXTERNAL SP, WITH 5 HP BELT DRIVE; MOTOR, MA 99x58x59 High W/roof curb MATCHING ROOF CURB, NOVAR I I ® 95 5 ELECTRONIC CONTROLS/SENSOR, ECONOMIZER, POWER EXHAUST, DISCONNECT II i x 4 Outside Curb Dim. , SWITCH, CONVENIENCE OUTLET, SMOKE: DETECTOR. ELECT. DATA: 46OV, 3PH, 1600 Ibs. w/curb51MCA,_ — — l ®®V=f 60MOP. l t t i RTU 10 TON I...>.. I LENNOX LCA120H PACKAGED€ROOF TOP AIR CONDITIONING UNIT RATED FOR € li f ;l 2 4000 CFM�:r 10 TONS COOLING, 11.0 EER,' 27.5 KW ELECTRIC HEATING & 4000 CFM @ 1" I EXTERNAL SP, WITH 5 HP BELT DRIVE MOTOR, MATCHING ROOF CURB NOVAR € 99x58x59 High W/roof curb ELECTRONIC CONTROLS/SENSOR, ECONOMIZER, POWER EXHAUST, DISCONNECT I 95x54 Outside Curb Dim. ` I SWITCH, CONVENIENCE OUTLET, SMOKE DETECTOR. ELECT, DATA: 460V, 3PH, t'2 51MCA, 60MOP. 1600 Ibs. w/curb L II ;r1 l j E . Tom... . I•I % E ` I I tt I f-I Ai ----------: , , '' l ? i i i .....» ......-............: -- .................. .......... .... ....l.i.......... .... .. ................... ... ........---------- ... ......._.......... ... .... , l I i• V- i i i `i ....... ....... ....... ...... € g \ , ' i RFU 10 TON II RTU 10 TON `. s` 3 4000 CFM € I �` 1 4000 CFM i ;l t. 99x58x59 High W/roof curb 99x58x59 High W/roof curb t 95x54 Outside Curb Dim. 5x54 Outside Curb Dim. ...... .................................................................................................................. ' 1600Ibs r =�J 1600Ib _ ®�� . w/cub �� s, w/curb : a • Ii......................... . LENNOX LCA120H, PACKAGEDROOF TOP AIR CONDITIONING UNIT RATED FOR € LENNOX LCA120H, PACKAGED ROOF TOP AIR CONDITIONING UNIT RATED FOR 10 TONS COOLING, 11.0 EER,: 27.5 KW ELECTRIC HEATING & 4000 CFM ®1 10 TONS COOLING, 11.0 EER, 27.5 rCW :ELECTRIC HEATING & 4000 CFM ® 1" EXTERNAL SP, WITH 5 HP BELT DRIVE MOTOR, MATCHING ROOF CURB, NOVAR EXTERNAL SP, WITH 5 HP BELT DRIVE` MOTOR MATCHING ROOF CURB NOVAR Z li flnl lli'lill ltl .. . ..� _ '; it _ �il1f;;;'ti�i;i•': tt�;;a.L:11. ...." 1 r i? ; i.•-tll;Kr;;lll;llill :,U-- ` ELECTRONIC CONTROLS SENSOR, ECONOMIZER, POWER EXHAUST, DISCONNECT ELECTRONIC CONTROLS SENSOR, ECONOMIZER, POWER EXHAUST, DISCONNECT s I SWITCH, CO VE CONVENIENCE OUTLET SMOKE DETECTOR, ELEC"F. DATA: 460V 3PH r SWITCH CONVENIENCE OUTLET SMOKE' DETECTOR. ELECT. DATA: 460V 3PH N 1 r 1 , , r , 51MCA, 60MOP. N E 51MCA, 60MOP. ti 'lil ............... ........ dF 13 , Ei u t.....................,..... I S '1 �I —.-.. E f...... .... f� •I : € SHELL FLOOR PLAN - H.V.A.C. SCALE: 1 /8" = 1 1-0" REVISION # 13 SUMMARY A. REVISED RTU'S TO ELECTRIC HEAT DELETED GAS HEAT REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS WO11111111111111111111"a P A R T N E R S H I P Architecture a Interior Design • Planning It— 770.3943616 Rx 770.3941314 RF RE K D RB E F G H FA ANCHOR g C D CONSULTANT Jordan & Skala Engineers, Inc. E3Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, G4 30093 PHONE (770)447-5547 FAX (770)448-0262 rl EMAIL- Ise®jordanskolo.com COPYRIGHT ® 2004 JORDAN do SKALA ENGINEERS INC. SEAL N 1 REVISIONS # DATE DESCRIPTION — Q5 06/01/04 MEP COORDINATION 0 07/26/04 Misc. WE Items This document is p Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PETCO 2201 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 QE ill rll Alr'_ Inn 01 11TC 4rr1 IIYJ InLLLV iiv ruv�,vn�. SHELL FLOOR PLAN SCALE: 1 /8" = 1'--0" REVISION # 17 SUMMARY A. REVISED PLAN TO MEET TENANT CRITERIA REVISION # 13 SUMMARY A. OMITTED GAS PIPING REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture • Interior Design . Planning ft- 770.3941616 1"` 770.3941314 RF RE K D R3 E F G H FA ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. j—j Project Number . 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EAM{ANI - jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION Q 06/01/04 MEP COORDINATION 0 07/26/04 Misc. VIE Items Q 07/26/04 MEP SHELL REVISIONS This document is p Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT P ETTC- 0 2201 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 KEY NOTES: 2-4" EMPTY CONDUITS WITH PULL WIRES FROM UTILITY COMPANY PAD MOUNTED TRANSFORMER. TERMINATE AT CT CABINET. REFER TO EO.1 FOR CONDUIT CONTINUATION AND TRANSFORMER LOCATION. �2 2-4" EMPTY CONDUITS WITH PULL WIRES FROM TELEPHONE COMPANY'S DEMARCATION POINT. TERMINATE CONDUITS 6" AFF AT TENANT'S TELEPHONE BACKBOARD. COORDINATE EXACT TENANT TELEPHONE BACKBOARD LOCATION WITH TENANT SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. REFER TO CIVIL ENGINEERING PLANS FOR CONDUIT CONTINUATION. 0 PROVIDE CT CABINET AND UTILITY METER SOCKET FOR TENANT'S ELECTRICAL SERVICE. COORDINATE CT CABINET AND METER SOCKET REQUIREMENTS WITH UTILITY COMPANY. PROVIDE A MINIMUM 2" EMPTY CONDUIT BETWEEN CT CABINET AND METER, COORD. WITH UTILITY. ® EXTEND 2-4" EMPTY CONDUITS WITH PULL WIRES TO TENANT'S MAIN DISTRIBUTION PANEL LOCATION, COORDINATE EXACT TENANT MAIN DISTRIBUTION .PANEL LOCATION WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. 0 EXTEND HOMERUN TO TENANT'S FUTURE PANEL LOCATION AND TERMINATE ABOVE PANEL FOR FUTURE CONNECTION BY TENANT. COORDINATE EXACT LOCATION OF TENANT'S ELECTRICAL PANELS WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH —IN. SHELL FLOOR PLAN - PETCO - ELECTRICAL SCALE: 1 /8" = V-0" REVISION # 17 SUMMARY A. REVISED SERVICE ROUTING TO TRANSFORMER B. ADDED LIGHT FIXTURE TYPES. REVISION # 5 SUMMARY A. ADDED SHEET of PHILLIPS ""0101111111M P A R T N E R S H i P Architecture - Interior Design . Planning 770.3941616 770.3941314 K D RB E P G H FA ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. 73 Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 171 E L jse®jordanskalo.com COPYRIGHT © 20G4 JORDAN & SKALA ENGINEERS INC. SEAL M Cv REVISIONS # DATE DESCRIPTION 05 06/01/04 MEP COORDINATION 0 07/26/ 04 MEP SHELL REVISIONS This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. - TENANT 7' PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT r NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY AVVO/CCJ DRAWING TITLE SHELL FLOOR PLAN - ELECTRICAL SHEET NUMBER JE1 ■ OWNER: ARCHITECT: CIVIL: STRUCTURAL MECHANICAL/ PLUMBING: ELECTRICAL: LANDSCAPE ARCHITECT: GENERAL CONTRACTOR: BUILDING DEPARTMENT: FIRE DEPARTMENT: TEAM MEMBERS NORTH AMERICAN PROPERTIES 1080 HOLCOMB BRIDGE ROAD BLDG. 200 SUITE 150 ROSWELL, GA 30075 PHILLIPS PARTNERSHIP 9000 CENTRAL PARK WEST SUITE 400 ATLANTA, GA 30328 KIMLEY-HORN ASSOCIATES 3660 MAGUIRE BLVD. SUITE 200 ORLANDO, FL 32803 HAINES GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 TUCKER, GA 30043 D_1 JORDAN & SKALA 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 SITE SOLUTIONS 5064 ROSWELL ROAD SUITE C-101 ATLANTA, GA 30342 CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32772 CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32772 JEFF PAPE JOELMABRY TEL: (770) 643-6566 FAX: (770) 643-9540 ROB FRENCH DWIGHT BAILEY TEL: (770) 394-1616 FAX: (770) 394-1314 MELANIE EDWARDS TEL: (407) 898-1511 FAX: (407) 898-4791 RANDY GIPSON TEL: (770) 491-7550 FAX: (770) 491-7750 TONY OWEN TEL: (770) 447-5547 FAX: (770) 448-0262 DAVID FLOYD MONIQUE LACASSE TEL: (404) 705-9411 FAX: (404) 459-9412 DON FLORIAN TEL: (407) 330-5657 FAX: CONTACT PERSON TELEPHONE FAX THE MARKETPLACE AT SEMINOLE TOWNE CENTER CITY OF SANFORD SEMINOLE COUNTY, FLORIDA A DEVELOPMENT FOR: NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL 770.645.6566 FAX 770.643.9540 PROJECT I INFORMATION LOCATION: PROJECT ADDRESS: SITE ZONING: BUILDING SET BACKS: WIND SPEED: SIESMIC ZONE: APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) LIFE SAFETY CODE (NFPA 101) NATIONAL ELECTRIC CODE (NEC) E.B.C. GAS VOLUME (IGV) E.B.C. MECHANICAL VOLUME (IMV) E.B.C. PLUMBING VOLUME (IPV) OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: ALLOWABLE HEIGHT: ACTUAL HEIGHT: ALLOWABLE AREA: OCCUPANT SEPARATION: TENANT SEPARATION: EXITS REQUIRED: EXITS PROVIDED: TRAVEL DISTANCE: SPRINKLERED: RE I By. " Sanford Fire Pr Date: C� CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 2201 W.P. BALL BOULEVARD SANFORD, FLORIDA 32771 PD FRONT: 25-0" REAR: 20'-0" SIDE: 10'-0" 110 MPH REFER TO STRUCTURAL DRAWINGS 2001 EDITION 2000 EDITION 2002 EDITION 2000 EDITION 2000 EDITION 2000 EDITION MERCANTILE TYPE IV UNPROTECTED SPRINKLERED 2 STORIES — 55' ONE STORY — VARIES (35-0" MAX.) UNLIMITED (FBC 503.4.1) 1� N/A * N/A * N/A * n�ive N/A * X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. 200'-0" MAX. JUN 1�2�04� VICINITY DRAWING MAP INDEX MA �I[i7� v.aldez _ pt= t m� h Saint Johns Riuer Estates a - ..- - — Lake Monroe 4'tl l tt c i �e Astor Fartns Booker Tov; St=r.i i st,� I,y park ., Us Higtn,ay T7 92 _ La a Monroe WSeminoleeI4 �AllerenePark' saint ose hs 4E lstSt 46 a V _. P r� lwoF `_ Ldk;ttiltson Corner IQ iParb. i M i8 Seinford'; Lab I � New i �ald`r ...., ' Markham Paola', a ;� :rn q �I , rov argil: t Pav n.nd Park a ti P_ Rd ' W251hISi pan ord � ar fit; I�letrrf �G ?a _ ✓ I_rie cr > cr!o a ,son L•sl e. P.-reenbri r LaF;e trlari2ttd' yS ice' Lake Adi.."_ AREA/EGRESS DATA SQUARE FOOTAGE: NORTH USE AREA (S.F.) SQ. FT. PER PERSON OCCUPANT LOAD RETAIL 13,232 30 442 BUSINESS 1,445 100 15 STORAGE 682 300 3 TOTAL OCCUPANCY 15,359 460 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. ARCHITECTURAL SHEET NO. SHEET TITLE CODE DATA, PROJECT DATA JA-0.1 JA-1.2 BUILDING SHELL PLAN JA-1.3 SIDEWALK, RCP, &STOREFRONT PLAN JA-2.4 ROOF PLAN JA-3.1 JA-4.1 DOOR SCHEDULE, FINISH SCHEDULE & DOOR TYPES EXTERIOR ELEVATIONS JA-5.1 BUILDING SECTIONS JA-5.2 EXTERIOR WALL SECTIONS JA-5.3 EXTERIOR WALL SECTIONS JA-5.4 EXTERIOR WALL SECTIONS JA-7.1 LARGE SCALE PLANS JUN 1I� PUNS RT-. 1V-VED CITY OF S,%,jFORD P E I T Final Date SHEET NO. SHEET TITLE JS- 1.0 GENERAL NOTES JS- 2.1 FOUNDATION PLAN ROOF FRAMING PLAN JS- 3.1 JS- 4.1 FOUNDATION DETAILS JS- 4.2 FOUNDATION DETAILS FRAMING DETAILS JS- 5.1 5.2 FRAMING DETAILS _JS- JS- 5.3 FRAMING DETAILS JS- 6.1 PANEL ELEVATIONS JS- 6.2 PANEL ELEVATIONS RED' E JL:J� By, r Sanford Fire P eventi n Div. Date: PHILLIPS .Mow--M — P A R T N E R S H I P Architecture - Interior Design -Planning Phone 770.394.1616 Fax 770.394.1314 RF RE K FA ANCHOR B C O F CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 2201 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/ 14104 DRAWN BY/CHECKED BY- CO/DEB DRAWING TITLE CODE DATA, PROJECT DATA SHEET NUMBER JA=Oml SITE THE BRIAR CORPORATION BOB HARRELL :)NTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX UNITS OF EGRESS REQUIRED (0.2" x 460 PEOPLE) MEANS OF EGRESS AT FRONT (PROVIDED) MEANS OF EGRESS AT REAR (PROVIDED) TOTAL UNITS OF EGRESS (PROVIDED) 92 INCHES 68 INCHES 34 INCHES 102 INCHES 1 SHELL FLOOR PLAN JA-1.2 SCALE: 1/T=1'-0" NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. GENERAL NOTES (SHELL) 1. SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE - SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. GAS METER BANK. SEE PLUMBING DRAWINGS. 9. DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ ARCHITECT. 11. NEW 6" CURB - SEE CIVIL DWGS. 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 5'-0" DEEP BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCAT N -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 P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.3941616 F 770.3941314 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is - considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the Prior written consent of Phillips Partnership, PC, TENANT PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER , SANFORD, FLORIDA CLIENT 01 NORTH ANIEWCAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE BUILDING SHELL PLAN SHEET NUMBER JA=1 2 ■ 9000 CENTRAL PARK WESJ�". e 4 a � �r }_ r - -3. s �' 3Z 1 SIDEWALK PLAN JA 1.3 SCALE: 1/8"=1'-0" :ONT. SOFFIT VENT XT. 70 WATT MTL. .IDE DOWNLIGHT - )WN FOR COORD. RICING ONLY ICCO SOFFIT @ )" A. FT. H STUCCO NICE W/ DRIP 3E - SEE NOTE FOR NICE BELOW ). BD. SOFFIT @ ) 1/2" A.F.F. gTROL JOINT ICCO SOFFIT @ )" A.F.F. _L SCONCE, SEE CTRICAL. TYP. V STUCCO ZNICE W/ DRIP 'E 2 REFLECTED CEILING PLAN JA-1.3 SCALE: 118"=1'-0" 3 STOREFRONT PLAN JA-1.3 SCALE: 118"=1'4' PHILLIPS P A R T N E R S H I P Architecture • Interior Design •Planning Phone 770.394.1616 F 770.394.1314 E p K UFG H AANCHOR FSTO D E CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is 0 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT e� PETCO L 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 4* SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6565 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SIDEWALK, RCP, & STOREFRONT PLAN SHEET NUMBER JA=1 n3 • /11 CENTRAL PARK WEST SUITE 411 ATLANTA, GEORGIA _ BELOW DING SEF GOOF - SI i. 16'- 8" 1 1'-6" GENERAL ROOF NOTES 1. SEE MECHANICAL/PLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS. 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. 5, EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FORA 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 °D FIXTURE PLAN Ln 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 ;UTTER. /. STL. 2 ROOF PLAN CANOPY JA-2.4 SCALE: 1/8"44' IDS GUTTER AND DOWNSPOUT, SEE NOTE 11. AND DETAILS. COPING DBE X'-X" DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL NEW ROOF TOP UNIT INDICATES DIRECTION OF DOWNWARD SLOPE EXISTING SLOPE SHOWN AT 1/8" PER FOOT U.O.N. ROOF TOP WALK PAD EXHAUST FAN EF n PHILLIPS T A R T N E R S H I P Architecture ■ Interior Design - Planning Phone 770.3941616 F 770.394.1314 EU p K � E F G H UA�_ANCHGR B C D CONSULTANT SFAI 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 V V V V V CJ 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER JA=2m4 PHILLIPS P A R T N E R S H I P Architecture • Interior Design ■ Planning Phone 770.394.1616 F 770.3941314 � p K EA � E F G H ANCHOR B C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below_ All rights reserved This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT e� PETCO L 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICM PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE DOOR SCHEDULE, FINISH SCHEDULE, & DOOR TYPES SHEET NUMBER JA=3ml ,� 35'-0" A.F.F. T.O. PARAPET 26-8" A.F.F. T.O. PARAPET 21'-10" A.F.F. INV D.B.E. ,A 12'-0" A.F.F. `ljT.O. STOREFRONT o U-0" FIN. FLR. 26-8" A.F.F. T.O. PARAPET 17'-8" A.F.F. J.B.E. SCRE' 1 V-4" A.F.F. T.O.SCREENWALL OL 0'-0" FIN. FLR. OL 18'-8 1/2" A.F.F. D.B.E. DUMPSTER LOCATION Wl 6-0" H. SCREEN WALL ST-2 MV-1 0'-0" IN. FLR. Fire Dept. sp.: IE 1 FRONT ELEVATION JA 4.1 SCALE: 10=1'-0" 2 SIDE ELEVATION JA-4.1 SCALE: 1/8"=V-0" 12"x12" ST-3 TL- LOUVERED VENTS, (3) TYP. ALL BUILDING SIGNAGE TO BE PROVIDED 24" x 36" ACCESS HATCH BY TENANT UNDER SEPARATE PERMIT. SIGNAGE SHOWN FOR REVIEW INFORMATION ONLY. AREA=50 SF MAX. PETCO ROOFLINE7 ` f I- J ST-3 -ir ` i _ 26'-8" A.F.F. --- -- -i-- --- — — , I •� ; �. _ : _ _ -- _._ _r T.O. PARAPET RTU i RTU ( RTU i i•I , ` +i RTU I I -- 18' 4 + A.F.F. D.B.E. SCREEN WALL LIGHT FIXTURE _ SEE 5/JA-4.1 11'-0" A.F.F., TYP. _ - - — z 5,— = � � ---'�� - — _ --- Nic"==�='\\,�_ - L7� _ - 0 0 FIN. FLR. - - _ P� 3 REAR ELEVATION JA-4.1 SCALE: MTL-3 35'-0" A.F.F. T.O. PARAPET 26'-8" A.F.F. T.O. PARAPET 21'-10" A.F.F. D.B.E. oL 12'-0" A.F.F. T.O. STOREFRONT 0'-0" FIN. FLR. 4 SIDE ELEVATION JA4.1 SCALE: 1/8"=1'-0" TRUCK DOCK BEYOND - SEE PLAN AND CIVIL P 1 11'-0" A.F.F. T.O.SCREEN WALL OL U-0" FIN. FLR. SCALE: 1/8"=1'-0" 1 9'-R" 36-0" A.F.F. T.O. PARAPET 26-8" A.F.F. T.O. PARAPET 21'-10" A.F.F. D.B.E. 12'-0" A.F.F. T.O. STOREFRONT FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A 1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-1 #145 - "INTENSE CARMINE" DOWNSPOUT - PREFINISHED ALUM. DS-1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP-1 LOGO PLAQUE -PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ, TO "TERRAIN TAUPE" DESIGN #046 LP-2 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 16"X16" EQ. TO "TERRAIN TAUPE" DESIGN #046 MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 METAL STANDING SEAM ROOF EQ. TO BERRIDGE "CHAMPAGNE" MV-1 MASONRY VENEER - "FOSSIL REEF" CORAL STONE BY CULTURED STONE MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERT IRONSPOT" PC-1 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 389 - "SOUTHERN TAN" PC-2 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" PC-3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" t PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P 3 - "CHINA WHITE" SF-1 STOREFRONT - KAWNEER 451 ANODIZED 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-1 3706-WL-21 STRATA 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING- WS 2 3706-WL-33 STRATA GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. 0'-0" FIN. FLR.jiii O TEMPERED GLASS qv F.F. � RAPEETT ,. F. F�. E. Y EN WALL 5/JA-4.1 J. FLR._ � Q.F.F. 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 U Li K PB E F G H ANCHOR g C D CONSULTANT SEAL i REVISIONS # DATE DESCRIPTION I i This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for we 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 PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER JA=4m 1 9000 CENTRAL PARK WEST SUITE400 ATLANTAF GEORGIA 30328 /ER ER ).C. + ++ ROOF FRAMING - -SEE STRUCTURAL (2) LAYERS 5/8" GYP. BD. ON 6" MTL. STUDS @ 16"O.0 W/ BATT INSULATION (R-11 MIN.) 5/8" EXT. GYP. BD. ON - 6" MTL. STUDS @ 16"O.C. I I I I I I I I I I I I I Z STANDING SEAM MTL. ROOFING EQ. TO MTL-3 ON 40 # FELT OVER '� �,----_------^♦11/2"MTL. DECKING f 1 1 I + + t t I i + I I 1 i 1 I I I � I ++ ++ I I I ! ! 1 I t `�-- - - - - - - - - 12 A 7.3 00 SIM. °O I i I I I PRE-ENGINEERED MTL. TRUSSES ! RIGID INSUL- ONLY (R-20 MIN.) I INFILL SPACE BETWEEN JOISTS W/ BATT INSUL. I I I I I I I I I I STEEL BEAM - SEE STRUCTURAL 1/2" STUCCO ON 1/2" SHEATHING OVER 6" MTL. o STUDS @ 16" O.C. 8" MTL. STUDS @ 16" O.C. 1/2" EXP. JNT, TYP. i+ + + + 7. 7 i 4" SOFFIT VENT --- STEEL BEAM -SEE -- -----'-------'----=- - STRUCTURAL r=CONY HEAD FLASHING- -- -- -- --�-- ,--- -- r-- � I I� __—-- — r----__ _—_T_—_:.— _____ I I I I I I ' I : : -- — -- -- ' I _ i i ---------T --- r- -- - --- -- -- -.--- T -- -- - TILT -UP CONC. PANEL W/ INTEGRAL THIN BRICK VENEER BEYOND ALUM. STOREFRONT ------------ --- -- - - EQ TO SF-1 ' --- - --- - -- ----- - -- -- I ---: 8"X8" COLUMN- - __ -- SEE STRUTURAL CORAL STONE VENEER IN RANDOM ASHLAR PATTERN - CONCRETE FOOTING, - - - ATTACH TO 1/2" SHEATHING ON SEE STRUCTURAL _ -_-__ _ - _' I 4" MTL. STUDS @ 16" O.C. MIN. - -- --- - -- CONC. FOOTING -SEE CONCRETE SLAB, _- - _- - I STRUCTURAL SEE STRUCTURAL -- --- - - -- — ----- --- � -- CONC. SIDEWALK -SEE ---- - ----- -_ -_ - _-___ I HARDSCAPE DWGS d .d a d O .d Q dzi d v c v. a 1 CANOPY SECTION d a JA 5,2 SCALE: 3/4"=1'-0" a 0 0 35'-0" A.F,F. T.O.PARAPET 27'-8" A.F.F. T.O.STEEL 26'-8" A.F.F._ h T.O.PARAPET BEYOND Y 21'-10" A.F.F. D.B.E. 14'-3112" A.F.F. d B.O.SOFFIT 12'-0" A.F.F. T.O.STOREFRONT 0'-0" FIN, FLR. B A I Z STANDING SEAM MTL. ROOFING EQ. TO MTL-3 ON 40 # FELT OVER r� r-----------�♦11/2"MTL. DECKING ' 1 I I 1 I + t ++ i 1 I i I 1 i 1 ++ tt 1 I i t I ��- ---------=�� 12 i A-7.3 ao I SIM. ao i I I - u- -- - - -- - -- - - - - ---- -- - - - - - --- -- ----- - - ----r STEEL BEAM - SEE STRUCTURAL I I I I 6 A-7.2 I 1 SIM PRE-ENGINEERED MTL. TRUSSES I 1/2" STUCCO ON 1/2" I SHEATHING OVER 6" MTL. b STUDS @ 16" O.C. v I 1 RIGID INSUL. ONLY (R-20 MIN.) 8" MTL. STUDS @ 16" O.C. q I INFILL SPACE BETWEEN I N I JOISTS W/ BATT INSUL- II I IIIIII' I I IIII 1 1 1 1 1 1 1 1 1I Illpl I � 1/2" EXP. JNT, TYP. � I fi - 0 I ROOF FRAMING (2) LAYERS 5/8" GYP. BD. -SEE STRUCTURAL ON 6" MTL. STUDS @ 16"0.0 W/ BATT x INSULATION (R-11 MIN.) I O >-< 5/8" EXT. GYP. BD, ON 6" MTL. STUDS @ 16"O.C. � I I -<- r- : I i ------- 4"SOFFIT VENT L - STEEL BEAM -SEE N „� STRUCTURAL , _ CONT:--HEAD FLASHING -r___ - ; + -- - I - - -- - - '- _ _ _- _ 1/2" STUCCO ON 1/2" ' __r _r..__ ___ -- - - _ __ SHEATHING OVER 4" MTL. -- - r- ----------i- ---- --I -- -_ - j STUD FRAMING I I I • I --= -- - - — -- _ ----- — ----- ----' - - -- - --- } , : — -- I r - -- - _ _ - I I -- ------ -- - -- - --- --.___ TILT -UP CONC. PANEL q ------' -- -- ----------.---L- -- I W/ INTEGRAL THIN N BRICK VENEER BEYOND -- --- - - -- T - --- _ --- . ALUM. STOREFRONT _ - - , -I EQ TO SF-1 L--- - -- - - ----- I CORAL STONE VENEER IN ' RANDOM ASHLAR PATTERN ON -------- -- �- - ---- COLUMN BEYOND CONCRETE FOOTING, Y '-._ SEE STRUCTURAL _ -- - -- - --_ CONC. FOOTING -SEE CONCRETE SLAB, __- _.. _ _.., _,------- --- I _ I _---._-. STRUCTURAL SEE STRUCTURAL i - -- --- CONC. SIDEWALK -SEE HARDSCAPE DWGS p d d O .d Q _ G a d 4 v ��l0_00 a o a 4. da v a 17 I : 2 CANOPY SECTION I JA 5.2 SCALE: 3/4"=1'-0" - --�- -- 0 EO co 3 -T AF:F� T.O.PARAPET 27'-8" A.F.F. T.O.STEEL 26'-8" A.F.F. T.O.PARAPET BEYOND 21'-10" A.F.F. D.B.E. 14'-3112" A.F.F. B.O.SOFFIT 12'-0" A.F.F. T.O.STOREFRONT Y-O" FIN. FLR. PHILLIPS 00000-0 ON P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 ` 770.394.1314 �l p K FA ANCHOR 6 RB C D E F G H CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Philrips Partnership, PC and is considered on 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 PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER JA=5m2 9000 CENTRAL PARK WEST SUITE 411 O. 35'-0" A.F.F. T.O. PARAPET COUNTER FLASHING STANDING SEAM MTL. ROOF 1 1/2" STEEL DECK 2x F.R.T WOOD BLOCKING 30'-8"± A.F.F. EAVE HT. 1/2" STUCCO OVER 1/2" DENSGLASS GOLD SHEATING ON MTL. STUDS FRAMING 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 27'-8" A.F.F. Iffill T.O. STEEL jlIl 26-8" A.F.F. T.O.P.BEYOND 1480 1470 QD � 8" MTL. STUDS @ 6" C.0 � J Z J m L. STUD tt �I FR IN 16"OC I' CP.I + ' 6" MTL. ST FRAMING ' STEEL TUBE, SEE' STRUCTURAL -- ------------ ---- - - - - - - - - - - - - PRE -FABRICATED M1 L. TRUSSES -----_-- ------ -.- --.__ --- ' I 2" 0IIS,CH.40 PVC DOWNSPOUT. (1) EA END PER GUTTER MTL. FRAMING -SEE STRUCTURAL 1/2" STUCCO ON MTL. LATH &40 # FELT OVER 1/2" DENSGLASS GOLD SHEATING ON 6" MTL STUDS @ 16" O.C. 11/2" MTL. DECK I I 2V-11" + A.F.F. D.B.E. @ BEAM IN FOREGROUND I 21'-10" A.F.F. -- - --- - - D.B.E. @ WALL BEYOND _ I- I I ; 4 CONT. CORAL STONE -' -- --- - CAP VENEER - TYP. -"-- --- d INTEGRAL THIN BRICK VENEER - - — --- -� -- USE FORM LINER AND - - -- -- --- -- -- d COORDINATE WITH ELEVATIONS -!--- --- -`---- --- - --- '- -T_ ° - =-- - -- - ° --------- OUTLINE i � v l _ _ OF COLUMN IN FOREGROUND - FACE OF TILT WALL BEYOND I I dF. I j 14'-3 1/2" A. F. F. B.O.SOFFIT T a I I d -' ---r -- - -_- --r-- - - - - ----- ---- ' i 00 L I I 12'-0" A.F.F. r T.O.STOREFRONT- ° 5/8" EXT. GRADE GYP. BD. SOFFIT OVER 6" MTL. STUDS @ 16" O.0 STUCCO EQ. TO SF-3 -- - - --- j- - -_T-- ; -- dQ STOREFRONT BEYOND i : I -- - --- - ---- -- - 74" 4" I Z-74„ L -- - -- d d TILT -UP CONC. PANEL W/ INTEGRAL d THIN BRICK VENEER - USE FORM - I LINER AND COORDINATE WITH - - -- --- -_- --- ELEVATIONS — — -- - r -- _-- -- -- I 'v ; -- -- - - - I I 4" X 12" CONT. CORAL - -r - - -- - a STONE CAP VENEER -TYP. � L CORAL STONE VENEER IN -- RANDOM ASHLAR PATTERN - ATTACH TO FACE OF TILT -UP - -' -- ___ ---- ---- ° CONC. WALL d CONCRETE SIDEWALK, - ° SEE HARDSCAPE PLAN --- -- - - - ---- - d 0'-0" FIN. FLR. VV d d ° d Qa I j a d 4 � a a ° 4 1 CANOPY SECTION@ PILASTER CONCRETE FOOTING, SEE STRUCTURAL JA-5.3 SCALE: 314"=1'-0" 11 1„ 2 LAYERS 3/4" F.R.T 62 V-6" PLYWOOD ol 2X F.R.T WOOD BLOCKING MTL. COPING r �a r ° v 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 60 MIL FULLY ADHERED ROOFING MEMBRANE L OVER 3/4" F.R.T PLYWOOD 1/2" STUCCO OVER 1/2" DENSGLASS GOLD SHEATING �a ON 8" MTL. STUDS @ 16" O.0 Z`' d 7-1/4" TILT -UP CONCRETE WALL W/ 1/4" STUCCO HI I I I I I I 1 i i i T--I- d d 4" X 12" CONT. CORAL ' STONE CAP VENEER -TYP. J d LOGO PLAQUE BEYOND -SEE 1/JA-4.1 d ROOF FRAMING a I -SEE STRUCTURAL a� I ° 11 A-7.3 d v d a. 4 a a da ° a 7-1/4" TILT -UP CONCRETE WALL A W/ INTEGRAL THIN BRICK VENEER - USE FORM LINER AND COORDINATE WITH ELEVATIONS a 5/8" GYP. BD. ON ° 1" Z FURRING CHANNELS v 4"X12" CONT. CORAL STONE CAP VENEER - TYP. ° ° d 4. CORAL STONE VENEER IN RANDOM ° . ASHLAR PATTERN - ATTACH TO FACE OF TILT -UP CONC. WALL 1/2" EXP. JOINT MATERIAL ° CONC. SLAB- SEE 41/2" EXP. JOINT MATERIAL M STRUCTURAL ° CONCRETE SIDEWALK, SEE HARDSCAPE PLAN d . d a°°. CONCRETE FOOTING, I I- ° SEE STRUCTURAL —III _III 2 WALL SECTION @ FRONT WALL JA 5.3 SCALE: 314'=14" 26'-B" A.F.F. T.O. PARAPET 25'-91 /2" A.F.F. OIL T.O. CONC. WALL 21'-10" A.F.F. h D.B.E. 0'-0' FIN. FLR. PH.ILLIPS wwmwmm� mamma P A R T N E R S H I P Architecture ■ Interior Design - Planning 770.394.1616 F 770.394.1314 LJ RF RE k K RB C D E F A ANCHOR 6 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_ NI rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER JA=5m3 1/2" CO THI VAI EN SU CO COI COI" I. VVIVV. 1 VV I IIV V. SEE STRUCTURAL DWGS. 1 WALL SECTION @ REAR WALL JA-5.4 SCALE: 314"=1'-0" 26-8" A.F.F. T.O. PARAPET 26-9112"AF.F. a T.O. CONC. WAS W-81/2" A.F.F. D.B.E. 0'-0" FIN. FLR� 1510 13 A-7.3 SIM 61" 2 11-6" I I ° D 0 ° ° 2X F.R.T. WD. BLOCKING AS 7-1/4" TILT -UP CONCRETE REQ'D. ° WALL W/ 1/4" STUCCO D 7 D 60 MIL. FULLY ADHERED ROOFING MEMBRANE OVER 7/16" COVER BOARD ON RIGID INSULATION (R-20 MIN)IN ° DITT �a D ° ° D --..._.------------------------ - - - TYP. REVEAL - USE 2X2 IN CONC. FORMWORK ROOF FRAMING PER STRUCTURAL a . D 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID ° INSUL, (R-5 MIN.) D° ° D P �a SELF-SUPPORTING ROLLING COIL DOOR WITH HOOD -REFER TO DOOR SCHEDULE ° ` D e I 'FLEX FRAME' TRUCK SHELTER 18" TOP & BOTTOM PROJECTION BY KELLEY TUFSEAL -SEE SPECS COLOR EQ. TO 3T-2 CONT. CAULK STEEL LINTEL - SEE STRUCTURAL STEEL JAMB ANGLES PAINTED P-2 - SEE STRUCTURAL NOTE: LOADING DOCK EQUIPMENT SHALL BE PURCHASED & INSTALLED BY THE G.C. FROM THE PETCO INVENTORY AGREEMENT VENDOR: STAR EQUIPMENT INC., CONTACT: KEN DORIOTT 2100 107TH LANE NE, BLANE MN 55443 TEL. 763/ 783-942OX24 FAX: 763/ 783-9501 II SLOPE T.O. CONC. FDN. WALL 1/2" DOWN BEYOND DOCK BUMPER ANGLE EA. SIDE -SEE SPECS I If II l II LOADING DOCK EDGE -OF -DOCK LEVELER W/ LAMINATED CHANNEL FRAME BEYOND DOCK BUMPERS W/ BUMPER EXTENSION BOXES BY KELLEY III 6" ATLANTIC LTD. SERVICE RANGE 5" ABOVE & 5" BELOW. DOOR GUIDE BEYOND -SEE SPECS CONC. SLAB ON GRADE SEE STRUCTURAL I I ° 4 ° a a boo 0 00 . 01 A6.1 -1 i I 1=1—I 11=1 Ii o TTI��I1f III= a PETCO PROTO �—III I i 4 11-211 ° 5"X5" X 3/8" GALV. ANGLE W/ 1/2" DIAM X 6" LONG CAST - IN PLACE CONC. WALL ° 6 GALV. CONC. STDS @ 6" O.C. - SEE STRUCTURAL DRAWINGS 4 TRENCH DRAIN 6" EXTERIOR CONC. SLAB- ° SEE STRUCTURAL DRAWINGS ' a SLOPE ° d a ° SEE STRUCTURAL ° DRAWINGS FOR FOOTINGS ° 4 ° 4 ° ° 2 WALL SECTION LOADING DOCK JA-5.4 SCALE: 3/4"=1'-0" a u 0 1 b- O N 26-T A.F.F. OL T.C. PARAPET 26-9112" A.F.F. T.O. CONC. WALL VARIES D.B.E. 9'-4" A.F.F. T.O. OPENING T-0" FIN. FLR. k - 1W 4-0" A.F.F. T.O.CONC. —� PHILLIPS P A RT N E R S H I P Architecture - Interior Design "Planning 'h- 770.394.1616 Fax 770.394.1314 RF RE K 9 E F G H A ANCHOR B RB 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 indcated below. NI rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Jo�P 0 2201 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, GA30075 TEL (770) 645-5566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER JA=5m4 - 7V1LJlJ %_LIV I I[HL CHllp YYCJI _ ■ SUITE 400- ■ ATLANTA, GEORGIA 30328 112" GYP BOARC FURRING CHANT O.C. WI 1" RIGID (R-5 MIN) 6" STEEL COL. SEE STRUC. DVS 2X8 F.R.T. WD. E ALUM. STOREFI` ENLARGED DETAIL @ STOREFRONT SCALE: 3"=T-0" 7 NOT USED JA-7.1 SCALE: 1"=T-0" G 4 d 112" GYP BOARD ON 1"'2' FURRING, FACE OF CORAL STONE CHANNELS @ 24" O.C. W/ 1" RIGID VENEER BELOW - SEE ELEVS. INSULATION (R-5 MIN) d , d q a TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - a COORD. W/ELEVATIONS 7.4"d� 0 U ¢ ° a LLJ w 4 Q . CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS v� (COORD. WISTRUC. & ELEVS) d d a `d q n d ENLARGED REAR CONNECTION W/ ADJACENT TENANT SCALE: 1"=V-0" CONTROL JOINT - I SEE SHEETA-7.1 FOR DETAILS o w 1400 d4 d q Q o m a i ad d - -d .•4 a - 41" ° 4 3" 1/2" GYP BOARD ON 1"'Z' FUR CHANNELS @ 24" O,C. W/ V RIGID INSULATION (R-5 MIN) a ° q I TILT -UP CONC. WALL PANEL FACE OF CORAL STONE WITHIN BRICK AS SHOWN COORD. WIELEVATIONS a. VENEER BELOW- SEE ELEVS. d I d d d ^ V � 3 ENLARGED CORNER DETAIL JA 7.1 SCALE: 1 "=1'-0" Z B A I 5'-04" l ALUM.STOREFRONT CONT.SEALANT I l TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - COORD. WIELEVATIONS l 2X8 F.R.T. WD. BLOCKING zz d .qd° 4 d° q q I d CONTROL JOINT - SEE SHEET A-7.1 a od... FOR DETAILS °. 71.: a' 4 N 6" STEEL COL. 112" GYP BOARD ON 1"Z FURRING d s SEE STRUC. DWGS. a ° CHANNELS @ 24" O.C. W1 V RIGID I d d INSULATION (R-5 MIN) a d - 8" STEEL COL. , l SEE STRUC. DWGS. a' .4 d 4 a° a d' d d d• m _ _ sly 4 q d ad ° d qd S d' O 4 q .4. d 'd d . Q °e q I FACE OF CORAL STONE VENEER BELOW- SEE ELEVS. 5,A" � 1 I ?4 q e � d• G ° d d da` I TILT -UP CONC. WALL PANEL WITHIN BRICK AS SHOWN - 4 COORD. W/ELEVATIONS a ; 4 ENLARGED PILASTER DETAIL JA-7.1 SCALE: 1"=1'-0" ENLARGED CONNECTION W/ ADJACENT TENANT SCALE: 1 "=1'-0" E CORAL STONE VENEER W/MTL LATH OVER 40# FELT - INSTALL PER MFRS. REQM'TS 2" 8" 8" 2" I� ;I co 44 I; 45 l 8" STEEL COL. 4" MTL. STUDS @ 12" O.C. MAX SEE STRUC. DWGS. W/112" DENSGLAS GOLD SHEATHING 2 ENLARGED COULUMN DETAIL JA-7.1 SCALE: V=V-0" PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 770.3943314 E p K RB E F G H A ANCHOR B C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for we 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 e� PETCO L 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT r NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE LARGE SCALE PLANS SHEET NUMBER JA=7ml '!!! CENTRAL PARK WEST SUITE 4!! GEORGIA 3,0328, GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION. FOUNDATION WALLS WHICH ARE SHOWN TIED INTO SLAB -ON -GRADE OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (INCLUDING DECK) IS COMPLETED. THOUGH DETAILS DO NOT INDICATE, ADEQUATE DRAINAGE MUST BE PROVIDED BEHIND WALLS TO ELIMINATE UNANTICIPATED HYDROSTATIC LOADING. PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST ALL REQUIRED FORCES SUCH AS (BUT NOT LIMITED TO) DEAD LOADS, LIVE LOADS, SOIL PRESSURES, CONSTRUCTION LOADS, WIND AND UNBALANCED LOADING. PROVIDE TEMPORARY SAFETY ENCLOSURES AS NECESSARY TO PROTECT ALL PERSONNEL INVOLVED WITH THIS PROJECT_ 2. GROUT SHALL BE NON -SHRINK WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 3000 P_S_I. EXPOSED GROUT SHALL BE NON -STAINING. 3. THE 2001 EDITION OF THE FLORIDA BUILDING CODE SHALL APPLY. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS. ROOF OPENINGS GREATER THAN 12" DIAMETER SHALL BE FRAMED WITH L3x3x1/4"(MINIMUM). JOIST/JOIST GIRDER MANUFACTURER SHALL COMPENSATE FOR LOADS IMPOSED BY ROOF -TOP UNITS (R.T.U.'s) BY PROVIDING DOUBLE JOISTS OR SPECIALLY DESIGNED JOISTS AT THESE SUPPORT LOCATIONS. R.T.U. LOADS ARE STATED ON ROOF FRAMING PLANS AS PROVIDED BY ARCHITECT OR MECHANICAL ENGINEER. SEE ROOF FRAMING DETAILS (in this set of drawings) FOR TYPICAL REQUIRE- MENTS FOR SUPPORT OF ROOF -TOP UNITS_ 5. DETAILS NOT SHOWN SHALL BE ACCORDING TO: AMERICAN INST. of STEEL CONSTR. A.I.S.C. SPECS FOR STRUCTURAL STEEL AMERICAN CONCRETE INSTITUTE A.C.I. SPECS FOR CONCRETE AMERICAN WELDING SOCIETY A.W.S. SPECS FOR WELDING NATIONAL CONCRETE MASONRY ASSOC N.C.M.A. SPECS FOR CONCRETE MASONRY STEEL JOIST INSTITUTE S_J.I_ SPECS FOR STEEL JOISTS AMERICAN IRON & STEEL INSTITUTE A.I_S.I. SPECS FOR COLD FORMED STEEL 6. DESIGN LOADS: DEAD LOAD ROOF DEAD LOAD - 20 P_S_F. LIVE LOAD ROOF LIVE LOAD - 20 P.S.F. (REDUCIBLE) WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B INTERNAL PRESSURE COEFFICIENT +/- 0.18 WALL COMPONENT AND CLADDING PRESSURE - 20.6 P_S_F. ROOF COMPONENT AND CLADDING PRESSURE - 28.4 P.S.F. 7. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SAME TO ARCHITECT AND/OR ENGINEER FOR REVIEW. ARCHITECT AND ENGINEER'S REVIEW OF SHOP DRAWINGS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. 8. ALL SHOP DRAWINGS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING BUT NOT LIMITED TO AWNINGS, STOREFRONT, AND LIGHT GAUGE STEEL FRAMING SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF INSPECTION. SHOP DRAWING SUBMITTALS SHALL CONSIST OF (3) SETS, (1) FOR FOR (1) FOR PROJECT ARCHITECT AND (1) FOR THE CONTRACTOR. ADDITIONAL SUBMITTALS WILL BE RETURNED UNMARKED. 9. EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NEVER TO BE PERMITTED AS A SUBSTITUTE FOR CAST -IN -PLACE ANCHOR BOLTS WHERE CAST -IN -PLACE BOLTS HAVE BEEN SHOWN ON THE DRAWINGS_ DEFINITIONS: B.O.S. - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. B/ STEEL - INDICATES BOTTOM OF STEEL ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. B.T.J_ - INDICATES BOLTED TIE JOIST PER OSHA REQUIREMENTS. C - INDICATED BUILT IN CAMBER AT MIDPOINT OF BEAM/JOIST MEMBER. C.J. - INDICATES SLAB ON GRADE CONTROL JOINT LOCATION. COL - INDICATES COLUMN CENTERLINE. D.B.E. - INDICATES DECK BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. ELEV. - INDICATES ELEVATION. E.O.R. - INDICATED ENGINEER OF RECORD. E.Q. - INDICATES EQUAL. F.D. - INDICATES FLOOR DRAIN. F.F.E. - INDICATES FINISHED FLOOR ELEVATION. F/ STUD - INDICATES FACE OF STUD LOCATION. F/ CMU - INDICATES FACE OF CMU LOCATION. Fy - INDICATES SPECIFIED MATERIAL YIELD STRENGTH. Fu - INDICATES SPECIFIED MATERIAL ULTIMATE TENSILE STRENGTH. J.B.E. - INDICATES STEEL BAR JOIST BEARING ELEVATION ABOVE REFERENCED FINISHED FLOOR ELEVATION. M.C. - INDICATES MOMENT CONNECTION. MIN. - INDICATES MINIMUM. M.O. - INDICATES MASONRY OPENING. 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: STEEL NOTES: 1. U.N.O. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" AND A MINIMUM 28 DAY 1. ALL STRUCTURAL STEEL SHALL BE PROVIDED AS FOLLOWS: COMPRESSIVE STRENGTH AS FOLLOWS: RECTANGULAR/SQUARE HSS SHAPES (ASTM A500 Gr. B) 46 K.S.I. YIELD FOOTINGS: 3000 P.S.I ROUND HSS SHAPES (ASTM A500 Gr_ B) 42 K.S.I. YIELD SLAB ON GRADE: 3000 P.S.I STEEL PIPES (ASTM A53 Gr. B) 35 K.S.I. YIELD FDN. WALLS: 3000 P.S.I W SHAPES (ASTM A992) 50 K.S.I. YIELD U.N.O.: 3000 P.S.I STRUCTURAL STEEL U.N.O. (ASTM A36) 36 K.S.I. YIELD 2. AIR ENTRAINING AGENTS SHALL BE USED TO PRODUCE 3% TO 6% AIR BY VOLUME 2. ALL STRUCTURAL FASTENERS SHALL BE PROVIDED AS FOLLOWS: IN ALL CONCRETE EXCEPT INTERIOR SLABS ON GRADE. (3% MAX.) BOLTED CONNECTIONS IN STEEL FRAMEWORK U.N.O. (ASTM A325-N) CARBON AND ALLOY NUTS (ASTM A563) 3. C.J. ON PLANS INDICATES CONSTRUCTION JOINTS OR CONTROL JOINTS. IF NOT HARDENED STEEL WASHERS (ASTM F-436) COMPRESSABLE-WASHER-TYPE DIRECT TENSION INDICATORS (ASTM F-959) SHOWN OTHERWISE; MAINTAIN A MAXIMUM AREA BOUNDED BY SLAB CONTROL JOINTS THREADED RODS (ASTM A36) OF 400 SQUARE FEET (i.e_ 20' x 20') THE MAXIMUM SIDE RATIO OF WHICH ANCHOR RODS U.N.O. (ASTM F1554 Gr. 36) SHALL BE 1.5:1, AND JOINTS AT ALL REENTRANT SLAB CORNERS. 4. ALL STEEL BAR REINFORCEMENT SHALL BE A.S_T.M_ A-615, GRADE 60. 3. U.N.O. COLUMN BASE PLATES SHALL BE 6" LARGER IN EACH DIRECTION THAN THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (i_e_ 12" SQUARE BASE PLATE FOR 6"0 OR 6" SQ. COLUMN and 10" SQUARE BASE PLATE FOR 5_ MAINTAIN MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL AS INDICATED 4"0 OR 4" SQ_ COLUMN). ALL BASE PLATES SHALL BE ANCHORED TO UNLESS OTHERWISE NOTED IN THE DRAWINGS. FOOTING BELOW WITH 4 - 3/4"0 x V-1" HEADED ANCHOR RODS (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. A. 3" CLEAR WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH. BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. B_ 2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST 4. ROOF DECK SHALL BE 1-1/2" DEEP, 22 GAGE WIDE RIB STEEL ROOF AGAINST FORMS FOR BARS #6 OR LARGER, DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28. ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR C. 1 1 /2" CLEAR WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER BUT CAST PLATES IN ACCORDANCE WITH VULCRAFT WELD PATTERN STATED ON FRAMING AGAINST FORMS FOR BARS #5 OR SMALLER. PLAN (5/8" DIA. WELDS @ SUPPORTS AND PERIMETER & #10 TEKS SCREWS @ SIDELAPS). DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM. D. 3/4" CLEAR FOR SLABS AND WALLS FORMED ABOVE GRADE AND NOT WELDS AT PERIMETER ARE NOT TO EXCEED THE LESSER OF THE VULCRAFT ATTACHMENT EXPOSED TO WEATHER. PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6". E. 1-1/2" CLEAR FOR BEAMS AND COLUMNS FORMED ABOVE GRADE AND NOT 5. CONTRACTOR SHALL PROVIDE CONTINUOUS L 3x3x1/4" AS TYPICAL ROOF DECK EXPOSED TO WEATHER. CLOSURE, OR AS MEANS OF ATTACHMENT FOR ADJACENT STEEL STUDS - U.N.O. ON PLANS, DETAILS OR SECTIONS. 6. UNLESS NOTED OTHERWISE IN THE DRAWINGS, CAST IN PLACE CONCRETE SHALL HAVE THE FOLLOWING TRIM STEEL ADDED AROUND ALL OPENINGS: TWO (2) - 6. AT ALL BAR JOIST EXPANSION BEARING CONDITIONS, PROVIDE CON -SLIDE TYPE #5 BARS (LENGTH OF BARS = LENGTH OF OPENING + 4'-0") ALONG EACH SIDE CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY OF OPENING AND TWO (2) - #5 x 5'-0" DIAGONALLY AT EACH CORNER. CON-SERV INC. EAST HANOVER, NEW JERSEY_.. PHONE (201)884-1430. 7_ FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 7. B.T.J. ON ROOF FRAMING PLAN INDICATES BOLTED TIE JOIST AS DEFINED BY P.S.F. ALL FOOTING EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL O.S.H.A. AND S.J.L. BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. CONTRACTOR SHALL EXERCISE WHERE JOISTS) BEAR ON JOIST GIRDER AT (OR NEAREST) COLUMN(S). CAUTION TO INSURE THAT ALL RECOMMENDATIONS OF THE CIVIL AND SOILS (O.S_H.A. Sec. 1910.12 Construction Standards Sec. 1518.751) ENGINEERS ARE FOLLOWED CLOSELY. FOR DETAILS OF FILL AND COMPACTION REQUIREMENTS, REFER TO CIVIL DRAWINGS AND THE SPECIFICATIONS. 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. 8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO THE REQUIREMENTS OF THE AND SHALL BE SHOWN IN DETAIL ON THE JOIST SUPPLIER'S SHOP DRAWINGS. STANDARD SPECIFICATIONS FOR COLD -DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT A.S.T.M. A-185. ALL WELDED WIRE FABRIC SHALL BE CLEAN AND FREE OF EXCESSIVE RUST. 9. STRUCTURAL STEEL MEMBERS TO RECEIVE SPRAYED -ON FIREPROOFING OR BE 9_ FLY ASH MAY BE USED AS A DIRECT SUBSTITUTE FOR PORTLAND CEMENT_ FLY ENCASED IN LIGHTWEIGHT CONCRETE SHALL NOT BE SHOP PRIMED OR PAINTED. ASH MUST CONFORM TO ALL ASPECTS OF ASTM C618-84 STANDARD SPECIFICATION FOR FLY ASH_ CLASS F OR CLASS C FLY ASH MAY BE USED, HOWEVER, TOTAL 10. UNLESS NOTED OTHERWISE IN THE DRAWINGS, ALL FILLET WELDS SHALL BE 3/16". LOSS ON IGNITION OF FLY ASH MUST BE 3% OR LESS. FLY ASH MAY BE SUB- ALL WELDS SHALL BE MADE WITH E-70 ELECTRODES. STITUTED ON A 1:1 RATIO BY WEIGHT AND ONLY UP TO A 20% REDUCTION IN THE ORIGINAL CEMENT CONTENT. CONCRETE PROPORTIONS SHALL BE SELECTED 1 1 UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED ON THE BASIS OF TRIAL MIXES CONFORMING TO A.C.I. 211.1. _ OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION_ UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, 10_ SEE ARCHITECTURAL DRAWINGS / SPECIFICATIONS FOR CONCRETE FLOOR FINISH REQUIREMENTS_ CONNECTIONS SHALL DEVELOP AT LEAST 70% OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE ASD MANUAL (Part 2: Beam and Girder Design) 11. ALL EXPOSED CORNERS SHALL HAVE 3/4" CHAMFER U_N.O.. FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION_ IN NO CASE HOWEVER, SHALL THE DEPTH OF THE FRAMED CONNECTIONS BE LESS THAN 80% OF THE "T" DISTANCE OF 12. DESIGN OF CONCRETE STRUCTURAL ELEMENTS IS IN ACCORDANCE WITH ACI 318-99 (BUILDING CODE THE BEAM WEB. REQUIREMENTS FOR STRUCTURAL CONCRETE) 12. GRIND EXPOSED WELDS SMOOTH AND FLUSH, TO MATCH AND BLEND WITH ADJOINING SURFACES_ 13_ RESULTS FOR ALL CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE INSPECTOR 13. PROVIDE ONE SHOP COAT OF A RUST INHIBITIVE PRIMER TO ALL STRUCTURAL STEEL MEMBERS. DO NOT PAINT SURFACES TO BE WELDED, EMBEDDED IN CONCRETE OR MASONRY, OR CONTACT SURFACES OF FRICTION CONNECTIONS_ 14. ALL METAL STUDS TO BE SJ SERIES AND HAVE SECTION PROPERTIES GREATER THAN OR EQUAL TO THOSE AS PUBLISHED BY UNIMAST INC., MARROW GA 15. ALL STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 STRUCTURAL WELDING CODE BY AMERICAN WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. SYMBOLS: - INDICATES ELEVATION. 1 - INDICATES COLUMN LINE. B - INDICATES FILLED CELL DESIGNATION. a - INDICATES MOMENT CONNECTION. - 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: 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 P.S_I. U.N_O. 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. MASONRY NOTES: 3. PANELS WITH A SINGLE MAT OF REINFORCEMENT ARE TO HAVE THE VERTICAL STEEL PLACED AT THE CENTER OF THE PANELS STRUCTURAL THICKNESS. 4. PANELS WITH A DOUBLE MAT OF REINFORCEMENT ARE TO HAVE A CLEAR 1, UNLESS SHOWN OTHERWISE ON PLAN, AT EACH SIDE OF MASONRY OPENINGS IN C_M.U. DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND WALLS PROVIDE 1-FILLED CELL W/ 1-#5 BAR VERTICAL. PROVIDE DOWEL INTO FOOTING 3/4" TO THE EXTERIOR OF THE BUILDING. AND LINTEL OVER OPENING. PROVIDE 2'-0" OF BEARING (EACH END) FOR MASONRY 5. ALL "WET SET" EMBEDS ARE TO HAVE (1) 1/4" DIAMETER HOLE SHOP DRILLED LINTELS OVER MASONRY OPENINGS. EVERY 6" o_c. TO PREVENT AIR VOIDS FROM FORMING_ 2_ REINFORCED MASONRY GROUT (R.M.G.) FOR FILLING CELLS IN C.M.U. WALLS 6_ ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. SHALL CONFORM TO: "STANDARD SPECS. FOR MORTAR AND GROUT REINFORCED 7. PROVIDE 1 /2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. MASONRY", A.S.T.M. C-476, WITH A SLUMP OF BETWEEN 9" AND 1 1 ", AND PLACED NOT MORE THAN 2-1/2 HOURS AFTER WATER HAS FIRST BEEN ADDED 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O. (ONE PART CEMENT TO 2-1/2 PARTS FINE AGGREGATE BY VOLUME, DEVELOPING 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, 2000 P.S.I. AT 28 DAYS). PLACE IN 4 -0' LIFTS, MAXIMUM. ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE 3_ TYPE "S" MORTAR SHALL BE USED FOR ALL C_M_U. WALLS. CONTRACTOR FOR THE ENGINEERS REVIEW. 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M.U. WALLS FOR ALL EMBEDDED ITEMS. WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN. 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION. 5. FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE IN ANY GIVEN WALL SEGMENT. 12_ CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS BEFORE CONSTRUCTION LOADS ARE APPLIED. OR CAST -IN -PLACE STUD ANCHORS. 13. CONTRACTOR IS TO ENSURE THE TOP ELEVATION OF ANY "DEADMEN" USED ON THIS PROJECT IS SUFFICIENTLY BELOW FINISHED FLOOR SO CONSTRUCTION CAN PROCEED WITH OUT THE NEED FOR REMOVAL. 6_ ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP. THESE DOWELS SHALL BE 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS. HAVE A 1'-6" BEND INTO EITHER FOOTING OR BOND BEAM. 15_ PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF 7. CONTRACTOR SHALL PROVIDE STANDARD GAUGE "DUR-O-WAL" (JOINT REINFORCE - DECK ARE IN PLACE_ MENT) AT 16" O_C_ IN ALL C_M.U. WALLS UNLESS SPECIFICALLY NOTED OTHER- 16_ FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED_ ADDITIONAL WISE ON THE STRUCTURAL DRAWINGS. "DUR-O-WAL" SHALL BE PROVIDED IN A FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. PROFESSIONAL ENGINEER. IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS_ CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (1- C.M.U. 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: 1/4" BAR SIZE LENGTH OF LAP ------------------------------- 5 2'-7" 6 3'-4" 7 5'-7" 9. BARS SHALL BE A.S.T.M. A-615, GRADE 60: EXCEPT TIES AND STIRRUPS, WHICH L6x4x3/8" S.L.V_ MAY BE GRADE 40. x 6" LONG 10. BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX - SEE FRAMING PLAN TEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING. FOR JOIST SIZE 11. A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) OF 1500 P.S.I. IS REQUIRED 2 FOR ALL REINFORCED MASONRY CONSTRUCTION. JS-1.0 12_ ALL ANCHORS BUILT INTO MASONRY SHALL BE GALVANIZED. DECK S AT IUCT IS KCS JOIST SEE ROOF PLAN 1 TYPICAL RTU SUPPORT FRAME JS-1.0 SCALE: NONE r2' SECTION JS-1.0 SCALE: NONE 3 SECTION JS-1.0 SCALE: NONE CONCRETE LAP SPLICE NOTES: 1- SCHEDULE "I" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - BOTTOM HORIZONTAL BARS OF BEAMS, SLABS JOISTS AND WALLS. - TOP HORIZONTAL BARS OF SLABS 14" OR LESS IN DEPTH. - VERTICAL BARS. 2. SCHEDULE "II" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - TOP HORIZONTAL BARS OF BEAMS AND JOISTS. - TOP HORIZONTAL BARS OF SLABS GREATER THAN 14" DEEP. - ALL HORIZONTAL WALL REINFORCEMENT (EXCEPT BOTTOM BARS). 3. SCHEDULE "III" APPLIES FOR ALL COMPRESSION LAPS. 4. ALL LAP SPLICES SHALL BE WIRED IN CONTACT. 5. ALL TENSILE LAP SPLICES SHALL BE "CLASS B" U.N.O. 6_ ALL SPLICES OF WALL AND SLAB REINFORCEMENT SHALL BE STAGGERED AS SHOWN. 7. THE SMALLER LAP SPLICE LENGTH MAY BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR TENSION_ THE LARGER LAP SPLICE LENGTH SHALL BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR COMPRESSION. 8_ LAP LENGTH SPECIFICALLY CALLED OUT ELSEWHERE IN THE DRAWINGS SHALL GOVERN OVER THE LAP LENGTHS IN THIS SCHEDULE. 9. MECHANICAL BAR CONNECTORS THAT ARE 125% OR STRONGER THAN THE BARS BEING LAPPED MAY BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF THE CONTACT LAP LENGTHS GIVEN. ADJUSTMENTS) TO GIVEN LAP LENGTHS. 1- LAP LENGTHS GIVEN ARE FOR A CONCRETE COMPRESSIVE STRENGTH, Cc, OF 3000 p.s.i. IF A HIGHER STRENGTH CONCRETE IS USED, THE CONTRACTOR MAY REDUCE THE GIVEN TENSILE LAP LENGTHS BY THE FOLLOWING FACTORS; - 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.). 0 w w o LAP LENGTH 0 b J PER SCHEDULE Q �LY W � ww FREE EDGE U wo "d" TRANSVERSE REINFORCEMENT CLEAR SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) STAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) LOAD NOT AT TOP CHORD PANEL POINT 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" gill #11 1 101" SCHEDULE II BAR SIZE CLASS A CLASS B #3 22" 28" #4 29" 37" #5 36" 47" #6 43" 56" #7 63" 81" #8 72" 93" #9 81" 105" #10 91" 118" #11 101" 131" SCHEDULE III BAR SIZE SPLICE LENGTH #3 12" #4 15" #5 19" #6 23" #7 27" #8 30" #g 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 JS-1.0 SCALE: NONE COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT A 4A'-8" x 6'-7" 1'-0" 10-#5 6-#5 BARS X BARS X 3'-9" 6'-5" TOP&BOTT TOP&BOTT ZL 3'-0" SQUARE 1'-0" 4-#4 BARS X 2'-6" E.W. 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E.W. A 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E.W. K 3'-0" x 5'-0" 1'-0" 4-#4 5-#5 BARS X BARS X 4'-6" 2'-6 „ r0olkHILLIPS PARTNERSHIP aV-i Architecture • Interior Design • Planning 770.3941616 F- 770.3941314 RF K t; 0 RB G H Q ANCHOR R C O E M 'CONSULTANT SEAL / d i 5 REVISIONS # DATE DESCRIPTION i i I This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT t ivaz2IFETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLI ENT 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 DRAWING TITLE JLV/RWG GENERAL NOTES SHEET NUMBER i S 1 0 0 JP-7 z JP-11 Z JP-10 o JP-9 o JP-8 0 0 O J J J J W W Z Z Q Q zZ Q- » 1g'-6' 16'-101/4» 2 19'-6» a 1 g'-6» 1 g'-6 JP-6 o JP-5 o JP-4 J J W W W w W Z Z 19'-6" 0 19'-6» 1 g'-6» Q z w r JP-3 o U � J O] 0 W o J IJ.0 J U /r , c 101 4' W Q c PANEL JOINT (LINE o N I I 0- N PANEL JOINT (LINE Lo N I I 0 L0 PANEL JOINT <0NE PANEL JOINT ALINE n� I PANEL JOINT <LINE N 00 I I (LINE T :E ADJACENT FOOTING SCHEDULE FOR EBAR SIZE AND PLACEMENT 10/JS-4.1. SEE NOTE #3 UNDER CONCRETE NOTES ON S1.0 EL=+ 14' —5») EL=+14'-5») 'EEL=+12'-2») INDICATES STEP IN CONTINUOUS FOOTING (a) (a) = TOP OF FOOTING @ LOW SIDE (b) (b) = TOP OF FOOTING @ HIGH SIDE NOTE TO CONTRACTOR CONTRACTOR TO THICKEN SLAB TO 5» MINIMUM IN AREAS TO RECEIVE CRANE TRAFFIC / LOADS_ CONTRACTOR IS RESPONSIBLE FOR ADEQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGERS AND TRACK LOADS. MAINTAIN SAME STRENGTH AND REINFORCING IN 5» SLAB AS SUPPLIED FOR 4" SEGMENTS. PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning 770.394.1616 kx 770.3941314 RF RE K RB E F G H A ANCHOR E C D CONJULTANT HAINES, GIPSON & SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491,7750 SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership, PC and is considered 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� 2201 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 JLV/RWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER JS=2ml IN - 0". )E STANDARD OF S.J.I. ' UNIT (RTU) )PSIZE SPECIAL 131 INDICATES W12x14 (TOP/STEEL=+21'-71/2") B2 INDICATES W14x22 (TOP/STEEL=+21'-71/2") B3 INDICATES W12x14 (TOP/STEEL=D.B.E.) B4 INDICATES TS8x6x 1/4n (TOP/STEEL=+27'-8") B5 INDICATES TS6x6x 1/4" (TOP/STEEL=+27'-811 ) L1 INDICATES L3x3x 1/4" STRUTS TO FACE OF COLUMN AND BOTTOM OF DECK. SEE 5/J—S5.4 SC1 INDICATES TS6x6x1/4" STUB COLUMN CHANNEL — INDICATES A CONTINUOUS C6X8.2 CHANNEL ATOP A CONTINUOUS %-xO'-10" PLATE_ CONSULTANT AWES, lfidft UIPSON & SSOCIATES 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 Wn o� rn@n PETCO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 JLV/RWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER JS=3ml INDICATES COLUMN CENTER — SEE FOUNDATION PLAN FOR COLUMN SIZE AND ORIENTATION SLAB JOINT 1-- z 0 m g V) z 0 m 2'-0" SQUARE OR ROUND ISOLATION POCKET SLAB JOINT NOTE: USE ROUND ISOLATION POCKET WHEN JOINTS WILL NOT INTERSECT CORNERS_ TYPICAL PLAN VIEW OF ISOLATION POCKET SCALE: NONE 1/ " 4 'ER LAN 1 V_ I V V 1 J I I V 11 1 FOIR CLARITY 5 SECTION THRU OPENINGS JS-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 X X—+i x PLACEMENT NOTES: 1 MAX_ AREA BOUNDED BY JOINTS = 400 SQ. FT_ 2 MAX_ SIDE RATIO = 2:1 3 PROVIDE AT ALL RE—ENTRANT CORNERS 10 TYPICAL CONTROL JOINT JS-4.1 SCALE: 3/4" = 1'-0" JOINT 2'-0" PANEL WIDTH + 1/2" JAMB STEEL AT -1E 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: G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" G.C. NOTE: VERTICAL PANEI,I REINFORCEMENT TO BE VERTICAL PANE REINFORCEMENT TO BE TALL CHAIR (NO REVEALS) AND 1 1/2" PLACE ON A 3/1 g 1 " TALL CHAIR_ PLACE ON A 3 �/16" TALL CHAIR_ 3 TALL CHAIR @ /4" REVEALS (2) #5 BARS CONT_ AROUND ALL SIDES OF PANEL HORIZONTAL PANEL REINFORCEMENT 1/2" JOINT PER PANEL ELEVATIONS VERTICAL JAMB REINFORCEMENT VERTICAL PANEL REINFORCEMENT 2" CLR. TYPICAL PER PANEL ELEVATIONS SEE PANEL ELEVATIONS PER PANEL ELEVATIONS TYPICAL v 2" CLR_ 2" CLR_ ° d d 4 ° a .4 d . ° • a � 4 Q a a4 d ° 4 EXTERIOR FACE OF PANEL 3/4" CHAMFER TYPICAL REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB ('2_' TYPICAL PLAN VIEW OF TILT -UP JOINT JS-4.1 SCALE: NONE 1/2" PANEL JOINT TILT —UP PANEL 1 1/2 "H" PER PLAN 3' MAX TILT —UP PANEL PER PLAN T FOOTING ELEV_ ° aa. (SEE PLAN) 2' — 0' T/ FOOTING ELEV_ as °• °. " (SEE PLAN) — — 4 3 CLR_ -1IIIIIIIIIII -III=III—III— I ° ° d 4 -III—III—III—IIII I I I I I I I I I I I I I I;, I � I I; ,III III I I d J U SEE GEOTECH FOR SAME SIZE AND NO. REQUIRED SUB —GRADE PREPARATION AS TYPICAL FTG. REINFORCING /__6� TYPICAL FOOTING STEP DETAIL JS-4.1 J SCALE: NONE NEW POUR OLD POUR 2'-0" 2,-0" TOOLED RADIUS EACH SIDE a SEE PLAN FOR SLAB THICKNESS 1/2" 0 SMOOTH BAR @ 12" O.C. COAT BOTH SIDES OF BAR TO PREVENT BOND 11 TYPICAL CONSTRUCTION JOINT JS-4.1 SCALE: 3/4" = 1'-0" I Ct JOINT 2—#51s ALL SIDS CONT. TYP, SEE TYP. REINF. SCHEDULE SEE DETAIL 2/JS-4.1 FOR PLACEMENT. O X I tt- 13 zl' 1. FS-4.1 MAX. EXTEND BAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. 14 TYPICAL PANEL REINFORCEMENT JS-4.1 SCALE: NONE TYPICAL REINFORCEMENT SCHEDULE PANEL F.F.E_ HEIGHTS TO D.B_E VERTICAL REINF_ HORIZONTAL REINF_ 18 FT #5s @ 18" #4s @ 14" 20 FT #5s @ 16" #4s @ 14" 22 FT #5s @ 14" #4s @ 14" 24 FT #5s @ 12" #4s @ 14" 26 FT #6s @ 12" #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. #3 BARS @ 6" O.C_ SEE FOUNDATION PLAN FOR COLUMN SIZE — • Q e7 • • �� ° d — REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS CARRY HORIZ. BAR 24" PAST EXTERIOR FACE EDGE OF OPENING. IF THIS CAN NOT BE OBTAINED, TERMINATE OF PANEL PANEL HORIZ STEEL w/ STD_ 90' HOOK_ NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB ('3__TYPICAL JAMB JS-4.1 SCALE: NONE ISOLATION POCKET SEE 1 /JS-4.1 THIS SHEET D w ]—I I I I I I I w w w = V) U (n .0 .Q SEE FOOTING SCHEDULE FOR SIZE & REINF_ "7� TYPICAL INTERIOR FOOTING JS-4.1 J SCALE: NONE 'A" JOINT f_6"6": H(4)EAE/D"' L4x4x%" x 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN_ @ MID HEIGHT) 1 CONN_ 1'-0" BELOW T/WALL) U.N.O. ON PANEL ELEVATION INTERIOR EXTERIOR 4 TYPICAL CORNER DETAIL JS-4.1 SCALE: NONE R. 6" X 6" X 3/8" W/ 4— 1 /2"0 X 3 1/2" LONG HEADED STUDS 1/2" JOINT :1 „ CLR_ . a 4• ° d 4 4 4 L 4 X 4 X 3/8" X 0'-5" ° 1 CONN_ 2'-0" A.F.F.) 1 CONN_ @ MID HEIGHT) 1 CONN_ 1'-0" BELOW T/ WALL) U.N.O. ON PANEL ELEVATION ° d ' 4 ° d• •d. INTERIOR a EXTERIOR .4' ^. Gd 2X4 BEVELED KEY NOTE: CONTINUOUS 24 GA_ GALVANIZED PRE —SHAPED KEY MAY BE SUBSTITUTED SEE PLAN o _ 2 4" P #4 CONTINUOUS 12 TYPICAL KEY JOINT AT SLAB LEAVE OUT JS-4.1 SCALE: 3/4" q_ JOINT JOINT 2'-0" PANEL WIDTH + 1/2" 04 N (2) #5 CORNER BARS. 2—#5's CONT. ALL SIDES TYP. .......... 5 BARS @ 14" 0_C. HORIZONTAL .'.'.'.'.'.'.'.'.. ',•,.,....•,•,•,.,.,. 4 BARS @ 18" O.C. VERTICAL .. , ..'..... •.•.•:':'.'.'.•.'.•. SEE DETAIL 2/JS-4.1 FOR .'...'.'....'. ............ ............ ............ ............ PLACEMENT_ ............ z U ADD ADD'L (2) O w 2" CL. TYP. -- #5 BARS EACH o SIDE OF OPENING 3 0 a. a- - D tY O F- 0� > _ to O SEE PANEL ELEVATIONS FOR JAMB REINF. iD 0 FINISHED FLOOR o iv _ ELEVATION_ O CHAMFER ALL CORNERS OF OPENINGS. 15 TYPICAL PANEL REINFORCEMENT JS-4.1 SCALE: NONE ' 8 TYPICAL CORNER DETAIL JS-4.1 SCALE: NONE �. 6"�6"�x/$31/ / LONG HEADED STUDS 2 (PP3) 1" CLR. 'b .v p N .v V • D' a J G D D U V D v' v a a— v o L4x4x%" x 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN_ @ MID HEIGHT) . 1 CONN_ 1'-0" BELOW T/WALL) v' . U_N_0. ON PANEL ELEVATION 0 TYP_ q 1/41r 3., a a ; INTERIOR EXTERIOR TYPICAL CORNER DETAIL JS-4.1 I SCALE: NONE G.C. NOTE. - STIRRUPS TO BE PLACED ON 3/, G.C. NOTE: TALL CHAIR (NO REVEALS) AND 11/2" VERTICAL PANEI,I REINFORCEMENT TO BE TALL CHAIR @ 3/4" REVEALS PLACE ON A 3 1/16 TALL CHAIR_ VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS S PAN ELEVATIONS I � 3 " CLR. 3/a" CLR. v #3 BARS @ 6" O.C. —REVEALS (WHERE ODUUKS) `J SEE ARCH FOR LOCATIONS - �I 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 �3� TYPICAL STRONG BAND JS-4.1 J SCALE: NONE CONT. L2x2x1/4" METAL GRATING — WELD ANGLES TO SEE ARCH. EMBED. ANGLES CONT. GALV. L2x2x1/4" W/ 3 — #4 BARS 11 %" 0 HEADED STUDS CONTINUOUS @ 16" O.C_ a. 4 ° . 4' Q a. PROVIDE #4 "U"—BARS @ 16" O.C. 16 � .TRENCH DRAIN DETAIL S-4.1 J SCALE. 3/4 �PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Ptxx 770.394J616 Ax 770.394J314 E p K f3 A ANCHOR C D E F G H RS CONSULTANT. SEAL e REVISIONS # DATE DESCRIPTION This document is a Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT o� GJ G? 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT A Pell 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 JLV/RWG DRAWING TITLE FOUNDATION DETAILS SHEET NUMBER JS=4ml FINISHED PER CIVIL T/WALL = (+8'-0" MAX.) ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o.c VERT. SECTION AT WALL SCALE: 3/4" = 1'—O" — GROUT FILLED 8" U—BLOCK BOND BEAM WITH 2—#5 BARS CONTINUOUS DISCONTINUE REINF. AT FLASHING WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE #5 BARS ® 24" O.C_ 8" CMU FIN. GRADE SEE CIVIL ' 3 SECTION AT SCREEN WALL JS-4.2 SCALE: 3/4" = 1'—O" SEE ARCH FOR RAILING INFO. EMBED INTO 3/4" CHAMFER CONCRETE 8" MIN. LEVEL BACKFILL .C. 'S AS SHOWN 6 RETAINING WALL SECTION S-4.2 SCALE: NONE LONG W/ -/4" DIA STAINLESS HILTI HAS—E ANCHOR RODS Q WALL & FTG_ ANCHOR TO WALL/FOOTING USING HILTI F HIT HY 150 ANCHORING SYSTEM_ MIN_ ROD EMBEDMENT=65/8". PLACE ANGLE V-6" FROM EACH EDGE OF PANEL_ MIN. 2/ PANEL #G nA n(- %/r-nr /\ 41)" n n PANEL THICKN 51/2" OR 71/4 SEE ARCH FOf PANEL EXTENT F. FLOOR ELEV. j (O,—O") 71/4" FLOOR SLAB PER FOUNDATION PLAN F_ FLOOR ELEV. (0'-0") #4 BARS x 4'-6" @ 2, — #4's @ 24" O.C. BEND EA. BAR 4'-10" INTO SLAB. #5s @ 12" O.C. #4s @ 12" O.C. 2" CL. TYP_ DOWELS SAME SIZE & SP_ AS VERTICAL REINF. d a. (4) — #4 BARS CONT. a 4 3" CL. TYP #4 BAR 0 12" O.C. 2'-6" SECTION THRU DOCK WALL SCALE: 3/4" = 1'—O" WIDTH VARIES — SEE ARCH 7 ARCHITECTURAL PANELS JS-4.2 SCALE: 3/4" = 1'-0" C`C'C nAKIM CI C\/ArIrIAIC` ' 2 SECTION AT COMMON WALL JS-4.2 SCALE: 3/4" = V-0" I fTILT —UP WALL BEYOND CONT. MC8 X 8.5 W/ 5'-0" POUR STRIP ALTERNATING STRAP ANCHORS TO YIELD 12" SPACING. I , ATTACHMENT OF ARCHITECTURAL PANELS 2" CL. TYP. #4's © 12" O.C_ DOWELS SAME SIZE & SP. AS VERTICAL REINF. a (4) — #4 BARS CONT. p' 4 3" CL. I #4 BAR @ 12" O.C. TYP. 5 SECTION �JS-4.2 SCALE: 3/4" _ ARCHITECTURAL PANEL TO PANEL ATTACHMENT NEEDS TO USE 5"x5"x'/,," BENT PLATE 12" LONG W/ (2) '/20" HAS ANCHOR RODS PER LEG W/ 4'/2" EMBEDMENT UTILIZING 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. WHEN PANEL HAS STRUCTURAL STEEI BACKUP ANCHOR PANEL TO STEEL W/ HVA ADHESIVE ANCHOR AND WELD OTHER LEG TO STRUCTURAL STEEL WITH 3" OF 3/15" WELD. ARCHITECTURAL PANELS ATTACHING TO BUILDING PANELS SHOULD BE DONE WITH AND EMBED PLATE IN THE TOP OF ARCHITECTURAL PANELS AND EMBED PLATE IN BUILDING PANEL AND WELD THE TWO EMBEDS TOGETHER WITH '/4" DIA WELDABLE DABI E ROD BETWEEN THEM. 8 STOREFRONT SECTION S-4.2 J SCALE: NONE SEE CIVIL FOR SLAB INFO. d- _I FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV_ (0,-0„) RS x 4' — 6" Q 24" O.C. 770.3941616 770.394J314 K 1 RB E F G FI EA: ANCHOR B C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership. PC and is ' considered on Instrument of Service and is solely for use with rights respect to the project as indicated below. ANghts reserved. This document may not be reproduced without the prior written consent of Philrips partnership, PC. TENANT oPETCO 2201 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 JLV/RWG DRAWING TITLE FOUNDATION DETAILS SHEET NUMBER fl615JME t ROOF DECK PER FRAMING PLAN 3/4"x6"x6" STABILIZER PL — WELD TO COLUMN — DO NOT WELD TO JOIST GIRDER ('I' SECTION YtT—SCALE- NONE IN L4x4x 1/4" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE T.S. BEAM 4" 1/2"x4"x(TUBE WIDTH MINUS 1") SEAT R WITH %"x4"x(TUBE HEIGHT MINUS 1") GUSSET SLOT TUBE AND WELD TUBE TO SEAT R 8" STUDS BEYOND 3/16- 3/16- T.S. COLUMN FULLY WELD ANGLE TO COLUMN BOLT JOIST TO JOIST GIRDER AT CtOLUMN USING T.S. COLUMN SEE PLAN FOR SIZE TYP. EACH 3/, �" TUBE T.S. BEAM ' 4 1 TYPICAL TUBE CONNECTION JS-5.1 SCALE: NONE 0 WELD JOISTS TO JOIST GIRDER TYP. UNLESS NOTED JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/4" CAP PL W/ (2) — 3/, GUSSET PLATES AND (4) — 3/4" DIA. BOLTS. METAL DECKING. ANGLE. SEE PLAN. SEE PLAN. WELD ANGLE TO DECK PER DECK ATTACHMENT PATTERN. DECK BEARING VARIES 3/16 2 3X3X 1/4" SPAN BETWEEN JOISTS 3/16 2' OR BEAMS ANGLE. SEE PLAN. WELD ANGLE TO DECK PER DECK ATTACHMENT PATTERN. ' 8 DRAG STRUT CONNECTION JS-5.1 SCALE: 3/4" = 1'—O" 71/4" TILT —UP PANEL 4—#10-16 SCREWS - EACH STUD. TYP. T. PARAPET ELEV. (SEE ARCH.) 4"x4"x4" LONG x 18 GA CLIP - ANGLE W/ 2— 3/16"0 HILTI KWIK—CON II FASTENERS (13/4' MIN EMBED) AT EACH STUD. JOIST BEYOND 2 SECTION JS-5.1 SCALE: NONE EXTERIOR FACE OF D. BEARING ELEV. (SEE FRAMING PLAN) 6" OR 8", 20 GA METAL STUDS @ 16" O.C. SEE ARCH FOR SIZE AT VARIOUS LOCATIONS. 6" OR 8", 20 GA METAL TRACK EACH END. TYP. PARAPET CONNECTION SCALE: 3/4" = 1 '-0" WELD L4x4xY4 STRUT TO TOP CHORD OF JOISTS L3x3x 1/4" STRUT JOIST GIRDER DECK 16" MI WELD EAC SIDE OF J 0 EXTERIOR FACE OF T_ PARAPET ELEV_ (car= eAru 1 EE S FOR RO DETAI LS. J. BEARING ELEV. ` Y (SEE FRAMING PLAN) \N� r` 5"x121/2"x113/4" BLOCKOUT ON EACH SIDE OF PANEL JOINT FOR JOIST GIRDER BEARING_ AT SIM. PROVIDE 5N121/2"x231/2" BLOCKOUT. 3/8"1 5'�x 1 1 1/2" BEARING PLATE w/ 2) /2'Gx4 LONG HEADED STUDS 7 ' GAGE). AT SIM. PROVIDE 3/8"x5"x23" BEARINY PLATE. W/ 4 /2" DIAM. H.D. STUDS T STEEL= DBE GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION O OF ALL EXTERIOR REVEALS O O W—BEAM FOR \-� JOIST COPE ENDS AS SHOWN BEYOND FOR CONNECTION TO NEW L6x6 LEG WELD NEW L6x6x3/a SUPPORT LEG (FOR NEW W—BEAM) TO EXISTG. JOIST GIRDER ' 5 BEAM TO GIRDER CONNECTION JS-5.1 % SCALE: 3/4" = 1'-0" f—UP CONCRETE -L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT JF U,,L. 'L /8 XL X I —0 (Fy = 36 k_s.i.) FULLY WELD TO CONTINUOUS ANGLE CHORD ELEMENT TYPICAL AT EACH ANGLE JT. G.C. NOTE: DO NOT PROVIDE DIAPHRAGM SPLICE AT EXPANSION JOINT LOCATIONS. WALL DIAPHARM CHORD SPLICE SCALE: 1 1/2" 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004. MIN PER\ ' SJI 1/4 2» BEARING PLATE, G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY. PANEL JOINT 7 CONNECTION JS-5.1 SCALE: 1 1/2" L3x3x1/4" CONT. WELD L TO ROOF DECK PER JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2"Ox4" LONG FRAMING PLAN ° . ANCHORS @ 32" O.C. SEE DETAIL 3/JS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. a 1/4" 2„ 51/ °° MIN PER 4 1/4" 2- JOIST I JOIST PER 7 FRAMING PLAN JS-5.1 a° " DO NOT WELD BOTTOM CHORD OF GIRDER TO ANGLE. a Q. JOIST GIRDER ° PER FRAMING PLAN L5x31/ "13/4"x0'n 9" LONG w/ (Z� /2' 7x4 EMBEDMENT EXPANSION ANCHORS. NOTE: SIM. CONDITION OCCURS WHEN JOIST GIRDER BEARING IS NOT A PANEL JOINT. ' 6 TYP. JOIST GIRDER BEARING AT PANEL JOINT JS-5.1 SCALE: 3/4" HEADED STUDS 770.3941616 F 770-3943314 RF Re_,. ci K D , Rg G H A' ANCHOR B C D E F . CONSULTANT AINES, GIPSON & SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership. PC and is considered an Instrument of Service and is soWy 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 JXw7nnKn un ETCO 2201 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 JLV/RWG DRAWING TITLE FRAMING DETAILS SHEET NUMBER T. (SI D. (SI 1 71/4" NOTE: DECK AND JOISTS OMITTED SEE SHEET S6.1 FOR PANEL FOR CLARITY DESIGNATIONS & CORRESPONDING PANEL ELEVATIONS / REINFORCING ON SHEET S6.1. (NOT SHOWN FOR CLARITY) METAL DECK PER FRAMING PLAN. STD. DOUBLE ANGLE ELEV. TOP OF PL. AND BEAM A.I.S.C. CONNECTION BEAM SEE PLAN Z� EMBED. PL. 1/2"x(SEE 6/JS-5.2) WITH 6-3/4" 0 HEADED STUD ANCHORS - TILT —UP PANEL N STD. BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG. PER ING PLAN. 1 � SECTION AT DECK BEARING W/ PARAPET JS-5.2) SCALE: 3/4" = 1'-0" T. PARAPET ELE (SEE ARCH.) L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION ° BOLT L TO WALL w/ 1/2"Ox4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/JS-5.1 a FOR ANGLE TO ANGLE SPLICE DETAIL. s 1/8" 1 MIN PER a 1/g» 1 » SJI ROOF DECK PER 3/16„ 3" a FRAMING PLAN 3/163rr ° J. BEARING ELEV. (SEE FRAMING PLAN) a R 3/g"X6" CONT. WITH ° 1/2',DIA. X 4 LONG L5x31/2"x5/8"x0'-9" LONG LLV HEADED STUDS AT CONNECTION ANGLE. 12" O.C. (G-C. NOTE: IN LIEU N a OF L SHOWN, A L4x4x 1/4" 1 0 STIFF ON G MAY BE USED w/ JOIST PER FRAMING PLAN. GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS S ) SECTION AT JOIST BEARING W/ PARAPET JS-5.2) SCALE: 3/4" = 1'-0" TYP. BEAM BEARING DETAIL JS-5.2 SCALE: 3/4" = 1'-0" (NON -PANEL JOINT) SEE PLF"'^^ BEAM SI STD. DOUBLE ANGLE A.I.S.C. CONNECTION H w N NOTE: OFFSET EMBED R AS NEEDED AT PANEL EDGE CONDITIONS 11 ' 6 1 BEAM BEARING DETAIL JS-5.2) SCALE: 3/4" = 1'-0" �'O EXTERIOR FACE OF T. PARAPET ELEV_ (SEE ARCH_) J. BEARING ELEV. ` Y (SEE FRAMING PLAN) \NI i 5"x121/2"x1'-111/2" BLOCKOUT FOR JOIST GIRDER BEARING. 3/,. "x24" LONG BENT PLATE w/ R4EINF' O REINFORCEMENT AND (4)NG 7'/2"7x4" 5" LONG HEADED STUDS (7" GAGE). �Nl (4) 1/2"0 HEADED STUDS (4) #3 A706 BARS. GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS SEE I BEAM 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4) MIN PEI S.. L3x3x 1/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/JS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. 1/4r, 2rr MIN PER 4 1/4" 2" SJI 4i JOIST PER 4 FRAMING PLAN JS-S. a DO NOT WELD BOTTOM CHORD OF GIRDER TO ANGLE. L5x31/ "x3/ "xO'-9" LONG w/ (2� 1/2' Ox4" EMBEDMENT EXPANSION ANCHORS. ° BEARING G.C. SEVER r:'np r HEADED STUDS #3 A706 BARS 4 CONNECTION JS-5.2 SCALE: 1 1/2" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN 3 TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT 4S-5.2) SCALE: 3/4" = 1'-0" q JT. PLAN SEE SHEET S6.1 FOR PANEL DESIGNATIONS & CORRESPONE PANEL ELEVATIONS / REINFOR 0HEET S6.1. 1'-3" LONG 1/2"0 x 4" LONG fUDS CONN. BEAM WEB_ 1BED. Ff FABRICATOR NOTE: BEAM MA BE SLIGHTLY OFFSET FROM JOINT �. 7 BEAM BEARING ON PAENL JOINT JS-5.2 SCALE: 11/2" = 1'-0" RF RE K RB E F G H A ANCHOR 8 C D CONSULTANT HAWES, .91111111111111 GIPSON & SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership. PC and is considered 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 J:1 IVA 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT P NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1060 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 JLWRWG DRAWING TITLE FRAMING DETAILS SHEET NUMBER JS=5m2 PROVIDE 20 GA. @ END OF STU( SCREW FLANGES TO FLANGES OF W/ (2) #10-1 E @ 16" O.C. 60OS16 @ 16" 1 CANOPY SECTION JS-5.3 SCALE: 3/4" = 1'-0" TOP/PARAPET CRIES —SEE ARCH. PROVIDE 20 GA_ RUNNER @ END OF STUDS SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS PER FLANGE @ 16" 0_C. 60OS162-33 METAL STUDS @ 16" O.C. i GA. TO TUBE .E TO STUDS SCREWS EATHING FOR 'ATTERN fAL STUDS JOIST SIZE TAIL STUDS ANGLE K—DNI PINS VS - STUDS ATTACH STUDS TO TRUSS W/ #10-16 TEK SCREWS PRE—ENGINEERED LIGHT GAUGE METAL TRUSSES @ 16" O.C. TS8x6x1/4" MAX_ SEE ARCH FOR TRUSS PROFILE 1/2" RATED SHEATHING @ OUTER WALLS SEE 3/JS-5.3 FOR ATTACHMENT PATTERN TS6x6x 1/4" STUB COLUMN BEYOND #10-16 SCREWS @ 12" O_C_ @ INNER SUPPORTS SHEAR WALL BOUNDARY GUTTER SEE ARCH. FOR DETAILS 50OS162-33 METAL STUDS @ 16" O.C. 80OS162-33 METAL STUDS @ 16" O.C. X X X X I X X x x x x x x i x x 5"x5" 16 GA. CLIP ANGLE x x SHOOT CLIP TO TUBE W/ xx 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 60OS162-33 METAL STUDS @ 16" O.C_ PROVIDE 18 GA. RUNNER SHOOT RUNNER TO R W/ (2) 0.145"0 HILTI X—DNI PINS @ 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) #10-16 SCREWS I T/STEEL — VARIES, (SEE PLAN) 12"x %" CONT_ RATE WELD PLATE TO BEAM WELD DECK TO RATE ' 2 � CANOPY RETURN OVER BUILDING JS-5.3 SCALE: 3/4" = 1'-0" # 10-16 SCREWS @ 8" O.C. @ ALL SUPPORTED EDGES x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x /__1 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x HORIZONTAL STUDS x x x x x x x x x x IF HEIGHT OF WALL REQUIRES x x x x x x x x x x x x x x x x x x x x x x x h x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 16" TYP. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxx xx xx xx xx __ xxx xx x xxx x xxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx xx x xx x xxxx x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x � 3 SHEAR WALL ATTACHMENT TO METAL STUDS JS-5.3 SCALE: NONE — METAL STUD FRAMING 1 i—HILLIPS In me PARTNERSHIP Architecture • Interior Design • Planning 770.3941616 'ax 770.3943314 RF RE K D R9 C D E F C H A ANCHOR E CONSULTANT HAINES, GIPSON & SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION This document is ® Phillips Partnership. PC and is considered 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 0 �d A1111211111111k AWOL PETCO 2201 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 JLV/RWG DRAWING TITLE FRAMING DETAILS SHEET NUMBER JS=5m3 T/PANEL EL. 25'-9 t/2n T/PANEL-D.B.E. EL. 18'-8/," F_F.E. ELEV. 0'-0" B/PANEL ELEV. -1 '-3" T/FTG. ELEV_ -1 '-4" COST PLUS 01 COST PLUS - COLUMN LINE z�0 6'-0" 7Y4" 18'-103/,' T/PANEL o. _J w JP-3 J z JP-4 EL. 28'-0" T/PANEL �- EL. 25'-91/2 GIRDER LEAVE -OUT D.B.E. _ — — SEE SHEET JS-5.1 SEE COST PLUS D.B.E. EL. 21 ' -10" PANEL BEYOND PANEL REINFORCEMENT PER DETAIL 14/JS-4.1 v~i 0 u PANEL REINFORCEMENT PER DETAIL 14/JS-4.1 o (3) #6 BARS EACH FACE W/ #3 TIES ® 6" O.C. W w W W F.F.E. ELEV. 0'-0" W W 2'-0" a 2'-0" B/PANEL ELEV T/FTG. ELEV. -2'-0'7 SIDE ELEVATION SCALE: 1/8" = 1'-0" COST PLUS COLUMN LINI �J �Y i COST PLUS COLUMN LINE D E IL-, T PANEL EL_ 28'-0" T/PANEL ,ill D_B.E. EL. 21'-10" � D_B.E. SEE SHOP D COST PLUS F.F_E. ELEV_ 0'-0" B/PANEL ELEV. -1'-3" v T/FTG. ELEV. -1'-4" COST PLUS 1 2'-0" 2'-0„ 1 1/2" 16'-101/ " FD IDo ? z z Li J z JP-5 Ld z JP-6 _J W JP-7 O w o n ( z JP-8 JP-9 JP-10 w Z JP-11 ! - a a a , GIRDER LEAVE -OUT — SEE SHEET JS-5.1 I GIRDER LEAVE -OUT SEE SHEET JS-5.1 GIRDER LEAVE -OUT — _ — — — — -- -- -- — — _ SEE SHEET JS-5.1 a{ G W oQ u� J V Y a m T/PANEL EL. 25'-91/2" T/PANEL-D.B.E. SEE COST PLUS D.B.E. PANEL REINFORCEMENT EL. 4" PANEL REINFORCEMENT PANEL REINFORCEMENT PER DETAIL 14/JS-4.1 PANEL REINFORCEMENT A IEL EINF RCEMENT PER DETAIL 14/JS-4.1 PANEL REINFORCEMENT' PER DETAIL 14/JS-4.1 PER DETAIL RCEIAE 4.1 P R Dr IL 14/JS-4.1 PER DETAIL 14/JS-4.1 PANEL REINFORCEMENT (4) #6 BARS PER DETAIL 14/JS-4.1 EACH FACE / (3) #6 BARS (3) #6 BARS #3 TIES @ 6' O.C. EACH FACE W/ (6). #6 BARS (6) #6 BARS (3) #6 BARS EACH FACE W/ EACH FACE W #3 TIES @ 6" O.C. EACH FACE W/ EACH FACE W/ 3 TIES 6" O.C. #3 TIES @ 6" O.C. #3 TIES @ 6" 0_C_ #3 TIES @ 6' O.C. # 2'-0" I I 2'-0" 2'-0" 4'--0" 4,70- 2'-0„ 2'-0„ 2'-0" SIDE ELEVATION SCALE: 1/8" = 1'-0" F.F.E. ELEV. 0'-0" B/PANEL ELEV. -1 '-1 1 " T/FTG. ELEV. -2'-0" BACK WALL PANEL BLDG. TERMINATES AT THIS POINT PHILLIPS PA RT N E R S H I P Architecture • Interior Design • Planning 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 m Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC_ TENANT I&, r�ewn �nrETCO 2201 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 J LV/RWG DRAWING TITLE PANEL ELEVATIONS SHEET NUMBER JS=6ml D.B.E. EL. 18' -4" F.F.E. ELEV. 0'-0" B/PANEL ELEV.-1'-11" U JP-13 a w w w -i -J -J z. T/PANEL T/PANEL zl z ` T/PANEL T/PANEL ld� Q a a EL. 25'-91/2" EL. 2� -91/1„ a EL. 25'-91/z° EL. 25'-91/2„ a w Cl bi C c w w w Cl o a V, D.B.E. 3'-0" T/FTG. ELEV. —2'-0- EL. 18'-4' EL. IW-4° -- T EL. 18'-81/2" EL, 18'-81/2" PANEL REINFORCEIv ENT PER DETAIL 15/J S4.1 MITER MITER --� CORNER CORNER (2) #6 BARS (2) #6 BARS EACH FACE W/ EACH FACE W/ #3 TIES @ 6" 0_C_ #3 TIES @ 6" O.C_ a F.F.E. ELEV. 0'-0" F.F.E_ ELEV. 0'-0" 2'-0" F_F.E. ELEV_ 0'-0" 2' —0' B/PANEL ELEV.—1'-11" B/PANEL ELEV. —1'-3" B/PANEL ELEV_ —1'-3" T/WALL ELEV. —1'-4" T/WALL ELEV_ —1 '-4" T/FTG. ELEV. —5'-0" T/FTG. ELEV. —5'-0- E T/FTG. ELEV. —5'-0" Z 0 z Q n T/PANEL EL_ 28' —0" D.B_E. EL. 21'-10' F.F.E. ELEV. 0'-0" B/PANEL ELEV. -1'-3" T/FTG_ ELEV. -1 '-4" 12'-0" 15'-53/4" F w JP-2JP-29 w Z J Z J Z c � v z Q d n 100'-84" 46' -1 " BACK ELEVATION SCALE: 1/8" = 1'-0" w 14'-1 1 1V," I JP-�11 50 1 1 '-8" z z o JP-2 o z z z a � T/PANEL EL. 28'-0" D.B.E_ EL. 21'-10" PANEL REINFORCEMENT PER DETAIL 14/JS-4.1 F.F.E. ELEV_ 0'-0" B/PANEL ELEV. -1'-3" T/FTG. ELEV. -l'-4" FRONT ELEVATION SCALE: 1/8" = 1'-0" T/PANEL EL. 25'-91/2" D_B.E. EL. 18' -81/2" F_F_E_ ELEV. 0'-0" B/PANEL ELEV. -1'-3" T/FTG. ELEV. -1 '-4" Architecture • Interior Design • Planning Phone 770.3941616 Fax 770.3941314 RE r 9 ER, •p 1C = � ��.. � 4 r RB A ANCHOR 8 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 (D Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as Indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT a PETCO 2201 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 JLV/RWG DRAWING TITLE PANEL ELEVATIONS SHEET NUMBER JS=6m2 t �w Y ■ AT SEMIN,OLE TOWNE CENTER If A DEVELOPMENT FOR: NORTH AMERICAN PROPERTIES ATLANTA 1080 HOLCOMB BRIGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL 770.645.6566 FAX 770.643.9540 TEAM PROJECT MEMBERS INFORMATON I VICIAP TY DRAWING, OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE 1080 HOLCOMB BRIDGE ROAD JOEL MABRY BLDG. 200 SUITE 150 TEL: (770) 643-6566 ROSWELL, GA 30075 FAX: (770) 643-9540 ARCHITECT: PHILLIPS PARTNERSHIP ROB FRENCH 9000 CENTRAL PARK WEST DWIGHT BAILEY SUITE 400 TEL: (770) 394-1616 ATLANTA, GA 30328 FAX: (770) 394-1314 CIVIL: KIMLEY-HORN ASSOCIATES JEFF BRITTAIN 3660 MAGUIRE BLVD. 13 A SUITE 200 TEL. (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD SUITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 3 ELECTRICAL: JORDAN & SKALA A TONY OWEN 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD j ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ATLANTA, GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 BUILDING 400 FAX: (770) 522-9273 ATLANTA, GA 30350 13 A BUILDING CITY OF SANFORD DON FLORIAN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: IRE CITY OF SANFORD TIM ROBLES DEPARTMENT: 300 N. PARK AVENUE TEL: (407) 302-2520 SANFORD, FL 32772 FAX: (407) 302-25526 A SITE THE BRIAR CORPORATION BOB HARRELL - CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX LOCATION: PROJECT ADDRESS: SITE ZONING: BUILDING SET BACKS: WIND SPEED: SIESMIC ZONE: APPLICABLE CODES: FLORIDA BUILDING CODE (FBC) LIFE SAFETY CODE (NFPA 101) NATIONAL ELECTRIC CODE (NEC) F.B.C. GAS VOLUME (IGV) F.B.C. MECHANICAL VOLUME (IMV) F.B.C. PLUMBING VOLUME (IPV) I CITY OF SANFORD SEMINOLE COUNTY, FLORIDA 2201 W.P. BALL BOULEVARD SANFORD, FLORIDA 32771 PD FRONT: 25'-0" REAR: 20'-0" SIDE: 10'-0" 110 MPH REFER TO STRUCTURAL DRAWINGS 2001 EDITION 2000 EDITION 2002 EDITION 2000 EDITION 2000 EDITION 2000 EDITION OCCUPANCY CLASSIFICATION: MERCANTILE TYPE OF CONSTRUCTION: TYPE IV UNPROTECTED SPRINKLERED ALLOWABLE HEIGHT: 2 STORIES - 55' ACTUAL HEIGHT: ONE STORY - VARIES (35'-0" MAX.) ALLOWABLE AREA: UNLIMITED (FBC 503.4.1) OCCUPANT SEPARATION: N/A TENANT SEPARATION: N/A EXITS REQUIRED: N/A EXITS PROVIDED: N/A TRAVEL DISTANCE: SPRINKLEREL; 200'-0" MAX. X TENANT AND OCCUPANT SEPARATIONS DEPENDENT ON FINAL LEASING AND WILL BE CALCULATED IN TENANT UPFIT DOCUMENTS. MA VET'"' Valde7 d a 1nt1 �y & r a lkrn. $altit JIIr'tS RtVZr ESCd.K"s y ju La14P h1Qt1J'+JP � fVIttS%xi r : nstorFarj$i�.�rJlj}C3 s8£ll�rlf3i� rkF� r kf V �- i �A fiPrene,P�aiI, t # _ reata Sala 3osPphs r coal i a} E 1 GSt' 0.' 4 IFPrr ,._. NtNZ ls�ti F a ,/€ ruT ( r a5anford. (1 14, ib tr r Gi t'd S� £Jew''� Sal t� � arkharn 44 Paola• r �t�1�t � ,� r`�!�#£,ts.t�. � 't; r , r rJ!l�1 5 Rd'letl a} arkC F t t tJ , - Cia', �st P,2 Pd b 5!J 25th Gt Sarifortf ` tra 1 1 I z z� c rti2CdY'j } ^, f+�' Tor jjj a're' er 1, i �.. Spa ;a ti}Z-_tit �.r�ourtrry E_luu lv� ptle�r ASrtm;2 IQ £rtPLCASa'' i!. y➢-t.��--� i-S":.¢LgL3�ia :i NORTH DATA SQUARE FOOTAGE: _ USE AREA (S.F.) SQ. FT. PER PERSON OCCUPANT LOAD RETAIL 13,665 30 456 BUSINESS 941 100 9 STORAGE 750 300 3 TOTAL OCCUPANCY 15,355 468 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. UNITS OF EGRESS REQUIRED (0.2" x 468 PEOPLE) 94 INCHES MEANS OF EGRESS AT FRONT (PROVIDED) 72 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 68 INCHES TOTAL UNITS OF EGRESS (PROVIDED) 140 INCHES ARCHITECTURAL SHEET NO. SHEET TITLE JA-0.1 CODE DATA, PROJECT DATA JA-1.2 BUILDING SHELL PLAN JA-1.3 SIDEWALK, RCP, & STOREFRONT PLAN JA-2.4 ROOF PLAN JA-3.1 DOOR SCHEDULE, FINISH SCHEDULE & DOOR TYPES JA-4.1 EXTERIOR ELEVATIONS 1 A JA-5.2 EXTERIOR WALL SECTIONS JA-5.3 EXTERIOR WALL SECTIONS JA-5.4 EXTERIOR WALL SECTIONS JA-7.1 PLAN DETAILS MECHANICAL SHEET NO. SHEET TITLE A3 JM1.1 SHELL FLOOR PLAN H.V.A.C. PLUMBING SHEET NO. SHEET TITLE JP1.1 SHELL FLOOR PLAN PLUMBING ELECTRICAL SHEET NO. SHEET TITLE JE1.1 SHELL FLOOR PLAN -ELECTRICAL a STRUCTURAL SHEET NO. SHEET TITLE JS- 1.0 GENERAL NOTES JS- 2.1- FOUNDATION PLAN JS- 3.1 ROOF FRAMING PLAN JS- 4.1 FOUNDATION DETAILS JS- 4.2 FOUNDATION DETAILS JS- 5.1 FRAMING DETAILS JS- 5.2 FRAMING DETAILS JS- 5.3 FRAMING DETAILS JS- 6.1 PANEL ELEVATIONS JS- 6.2 PANEL ELEVATIONS REVISION # 1 SUMMARY A. REVISED DRAWING LIST REVISION # 3 SUMMARY A. UPDATED TEAM MEMBER DATA B. UPDATED DRAWING LIST REVISION # 13 SUMMARY A. UPDATED TEAM MEMBER DATA B. UPDATED AREA / EGRESS DATA PHILLIPS W&W_111`11111 P A R T N E R S H I P Architecture - Interior Design - Planning Pho- 770.394.1616 Fix 770.394.1314 ;I cL7 p :rEET 0 H Al I ANCHCR B CONSULTANT mEWd anfoi Fire rf ven'on MY,, Date: SEAL I P 3 REVISIONS # DATE DESCRIPTION 0 05/ 19/ 04 DRAWING LIST COORDINATION 0 05128/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. WE ITEMS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as iridicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 2201 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 CC/DEB DRAWING TITLE CODE DATA, PROJECT DATA SHEET NUMBER x JA=Oml d AC 27 19 1 SHELL FLOOR PLAN JA-1.2 SCALE: 1/8"=IA" 13 F (:==D 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. O S C L N A 8. NOT USED. WNS T L R DO POUT 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. REVISION # 3 SUMMARY A. COORD. RTU'S W/ STRUCT. B. REVISED TEXT & TAGS REVISION # 13 SUMMARY A. OMIT GAS SERVICE B. MODIFIED SQ. C. MOVED DUMPSTER D. MODIFIED FRAMING OF PILASTER E. ADDED SLAB LEAVE OUT AREA F. OMIT NOTE i PHILLIPS ."1111111111111111111111wo P A R T N E R S H I P Architecture • Interior Design •Planning Phone 770.3941616 Fax 770.394.1314 ET] RE RB E IF G H A=ANCHOR3C D CONSULTANT SEAL Z REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC, VIE ITEMS This document is ® Philrips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT O� PETCO os 4U �C� 2201 W.P. BALL BOULEVARD PROJECT THE IREAMARKETPLACE AT SEMINOLE TOWNE CENTER 4* SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES-ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE BUILDING SHELL PLAN SHEET NUMBER JA=1 w2 '1/0 CENTRAL '•' 400 ATLANTA,GEORGIA 30328 I' II II II II II II II II II II II II II II II I F— � I I I I I I I I I Ik I I AA I I I I I % I I I I I I I I I � AA 1 SIDEWALK PLAN JA-1.3 SCALE: 1/8"=1'-0" 2 REFLECTED CEILING PLAN JA-1,3 SCALE: 118"=T-0" 3 STOREFRONT PLAN JA-1.3 SCALE: 1/8"=V-0" REVISION # 3 SUMMARY A. CLARIFIED SIDEWALK PLAN REVISION # 13 SUMMARY A. UPDATED MATERIALS & DIM. B. CLARIFIED TEXT C. ADDED TEXT PHILLIPS: I I P A R T N E R S H I P Architecture • Interior Design " Planning Phone 770.394"1616 F 770.394.1314 RE A ANCHOR 6 RB C D E F G H CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. V/E ITEMS This document is (D Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT o� T 0 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1* SANFORD, FLORIDA CLIENT 111111 NORTH AMERICAN PROPEKnES NORTH AMERICAN PROPERTIES - ATLANTA -1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SIDEWALK, RCP, & STOREFRONT PLAN SHEET NUMBER JA=1 m3 ■ 5uLI t 4uu ■ ATLANTA, GEORGIA 30328 n GENERAL ROOF NOTES 1. SEE MECHANICAUPLUMBING FORADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS. 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A. C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 114" 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 DS GUTTER AND DOWNSPOUT, SEE NOTE 11. AND DETAILS. COPING DBE X'-X' DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL NEW ROOF TOP UNIT z — INDICATES DIRECTION OF DOWNWARD SLOPE EXISTING SLOPE SHOWN AT 1/8" PER FOOT U.O.N. ROOF TOP WALK PAD EXHAUST FAN EF REVISION # 3 SUMMARY A. COORD. RTU'S W/ STRUCT. B. REVISED TEXT & TAGS REVISION # 13 SUMMARY_' A. OMIT DOG HOUSE AND'MTL. ROOFING B. REMOVED ROOF PATH C. REMOVED COLUMNS REVISION # 14 SUMMARY A. RELOCATE RTU's & EXHAUST FANS AS PER 2004 PROTOTYPE P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.3941616 l 770.394.1314 E p K ff R4_ ANCHOR B RB C D E F G H CONSULTANT SEAL I V REVISIONS # DATE DESCRIPTION 0 05/ 281 04 ARCH/ STRUC. COORD. ® 07/ 26/ 04 MISC. V/E ITEMS 07/27/ 04 FIXTURE PLAN COORDINATION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project os ind"ted below. All rights reserved. This docurnent may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMEWCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE ROOF PLAN SHEET NUMBER JA=2m4 I15001400 __. _1.. 1 9X-?1" 35'-0" A.F.F. T.O. PARAPET 32'-5" A.F.F. T.O. PARAPET 26'-8" A.F.F. T.O. PARAPET 21'-10" A.F.F. D.B.E. 12'-0" A.F.F. T.O. STOREFROM 13 U-0" FIN. FLR. 26'-8" A.F.F. � T.O. PARAPET 16 4" A.F.F. D.B.E. SCREI a 11'4" A.F.F. T.O.SCREENWALL 0'-0" FIN. FLR. 18'-8 1/2" A.F.F. D.B.E. U-0" FIN. FLR. 35'-0" A.F.F. `F T.O. PARAPET 32'-5" A.F.F. T.O. PARAPET _ 26-8�A.F.F. � T.O. PARAPET oL 2V-10" A.F.F._ D.B.E. 12'-0" A.F.F. FRON T.O. STORET 0'-0" FIN. FLR. 13 1 FRONT ELEVATION JA4.1 SCALE: 118"=T-0" 2 SIDE ELEVATION JA4.1 SCALE: 118"=1'-0" ALL BUILDING SIGNAGE TO BE PROVIDE BY TENANT UNDER SEPARATE PERMIT. SIGNAGE SHOWN FOR REVIEW INFORMATION ONLY. AREA=50 SF MAX. PETCO ROOFLINE ST-2 T9�"4� 3 REAR ELEVATION - 1 SCALE: 118"=1'-0" 4 SIDE ELEVATION A,I SCALE: 118"=1'-T 12" x 12" ST-3 MC-1 LOUVERED VENTS, (3) TYP. MC-1 13 A ST-3 26'-8" A.F.F. OL T.O. PARAPET RTU TU I R RTU I ----- —_ --T DS1 — — ® � — — — 18'-4"+ A.F.F. ----- ---.--------- - D.B.E. LIGHT FIXTURE SCREEN WALL 11'-0" A.F.F., TYP. SEE 5/JA-4.1 0 ST-2 ST-3 I 13 D 13 MV-1 - - - -- - '-0" FIN. FLR. MV1------- — l----------- ----- TRUCK DOCK BEYOND- — — — — — — —J P 1 SEE PLAN AND CIVIL — STORM LEADER GUARDS FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" EXTERIOR ALUMINUM AWNING - A-2 STANDARD OLD NAVY SILVER FINISH A-3 EXTERIOR CANVAS AWNING - BLACK/ WHITE 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-1 #145 - "INTENSE CARMINE" 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT-2 _.,BLACK' DOWNSPOUT - PREFINISHED ALUM. DS-1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 13 B LP-1 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 NOT USED LP-2 MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN ARE MESH BY GARCY- STANDARD OLD NAVY SILVER FINISH - SEE SPECS AB MTL- NO USED MV- MA NRY NEER - SIMU TED S ONE P TT ERN MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - 13 3"DESERT MV-2 IRONSPOT" B PC-1 10 P IN D O CR TE A L - FI SH OLOR E. T D YV T 319-':01J_THEDKI TANI" PAINTED CONCRETE PANEL - FINISH COLOR PC-2 EQ. TO DRYVIT 108 - "MANOR WHITE" PAINTED CONCRETE PANEL - FINISH COLOR PC-3 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 - "C HINA WHITE" 35'-0" A.F.F. ,'♦ 13 B T.O. PARAPET 32'-5" A.F.F. T.O. PARAPET 26'-8" A.F.F. ,4 T.O. PARAPET 21'-10" A.F.F. D.B.E. 12'-0" A.F.F. T.O. STOREFRONT STOREFRONT - KAWNEER 451 ANODIZED SF-1 ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 451 ANODIZED SF-2 ALUMINUM - "CLEAR" ST-1 S - OLO Q. TO RYVI 8�- NO INSUL. OUTHERN TAN" �T EFS - COLOR EQ. TO DRYVIT 108 - "MANOR NO INSUL. ST-2 WHITE" ST-3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA NO INSUL. WHI ' 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING- WS-1 3706-WL-21 STRATA EXTERIOR WALL SCONCE BY WINONA LIGHTING- rWS33" 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. U-0" FIN. FLR. ,� O TEMPERED GLASS NOTE: ALL CONTRSHES ADJACENTfENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONARE NOT ACCEPTABLE. DUMPSTE W/ 6-0" H. SC ® ® ® ®SCREEN WALL ABOVE COMPACTOR RETAINING WAL-L ®. T.O.SCREEN WALL '�' J`- �✓Q 9:®�ic�1®�[�_ C� � fir® _ as ,, U1 I-F IN AE ELEVATION- SCREEN WALL @ LOADING DOCK SCALE: 118"=1'-0" .F.F. 2APET E. E. EN WALL 5/JA-4.1 N. FLR. � A.F IrMMAYAMMOLWwo f APPROVAL REVISION # 3 SUMMARY A. TURNED DRAIN TOWARD SLOPE B. REVISED TAGS REVISION # 13 SUMMARY A. OMIT DOGHOUSE AND MTL. ROOFING B. MODIFIED FINISH MATERIALS C. REMOVED BRICK - ADDED EFS D. OMIT CORAL STONE - ADD MASONRY VENEER E. MOVED DUMPSTER AND ADDED A DETAIL F. LOWERED PART OF THE WALL G. OMIT 8" CORAL STONE - ADD 8" CONC. BASE PHILLIPS no -son SWAM P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 F 770.3941314 RF= RE K s01 RB A ANCHOR B C D E F G H CONSULTANT SFAI 1 REVISIONS # DATE DESCRIPTION 0 05/ 28104 ARCH/ STRUC. COORD. ® 07/ 26/ 04 MISC. V/E ITEMS This document is Q Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PETCO 2201 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 DATE ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 DATE ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MJM/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER ROOF FRAMING - -SEE STRUCTURAL 35'-0" A.F.F. oL T.O.PARAPET 32'-0" A.F.F. T.O.PARAPET BEYOND 26-8" A.F.F. h T.O.PARAPET BEYOND `r 21'-11-112" A.F.F. D.S.E. (2) LAYERS 5/8" GYP. BD. ON 6" MTL. STUDS @ 16"O.0 W/ BATT INSULATION (R-11 MIN.) 5/8" EXT. GYP. BD. ON — 6" MTL. STUDS @ 16"O.C. 14'-3112" A.F.F,. B.O.SOFFIT 12-0" A.F.F. T.O.STOREFRONT CONCRETE FOOTING, SEE STRUCTURAL CONCRETE SLAB, — SEE STRUCTURAL 0'-0" FIN. FLR. I I I L— — — — — — — — — — — — — — CANOPY SECTION SCALE: 3/4%V-0" I ROOF FRAMING - -SEE STRUCTURAL REVISION # 3 SUMMARY A. COORD. W/ STRUCT. B. CLARIFIED DIM. BETWEEN COL. LINES C. CLARIFIED GENERAL NOTE D. REVISED NOTES E. CLARIFIED CATWALK F. CLARIFIED OPENING G. CLARIFIED NON -COMBUSTIBLES AREA H. REVISED D.B.E. REVISION # 13 SUMMARY MIM 60 MIL FULLY ADHERED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS. 60 MIL FULLY ADHERED T.P.O I ROOFING MEMBRANE ON 7/16" COVER BOARD OVER RIGID INSULATION ( MIN. R-20) I I (2) LAYERS 5/8" GYP. BD. ON 6" MTL. STUDS @ 16"O.0 W/ BATT INSULATION (R-11 MIN.) 5/8" EXT. GYP. BD. ON — 6" MTL. STUDS @ 16"O.C. A. REVISED ROOF B. CLARIFIED F.R.T. CATWALK C. REVISED THIN BRICK TO DIRECT APPLIED EFS D. REVISED CORAL STONE VENEER TO MASONRY VENEER IN SIMULATED STONE PATTERN E. REVISED CONC. BASE, FOOTING & EXP. JT. F. CLARIFIED EXP. JT. LOCATION G. REVISED STUCCO TO 3/8" DIRECT APPLIED EFS & 1/2" TO 5/8" DENSGLASS GOLD SHEATHING H. CLARIFIED CONTROL JOINT ALIGNMENT NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH z 5' " 4 13 A 20 3/8" DIRECT APPLIED EFS ON MTL. LATH & 40# FELT OVER 5/8" DENSGLASS GOLD SHEATHING ON 6" MTL STUDS @ 16" O.C. I INFILL SPACE BETWEEN JOISTS W/ BATT INSUL. I 112" CONTROL JNT, TYP. I I - 24" X 24" I WALL SCONCE FRAME BEYOND - EQ. TO WS-2 I I NO COMBUSTIBLES IN THIS AREA I I 24" WIDE 3/4" F.R.T. PLYWD CATWALK I I I � I I. 411 SOFFIT VENT I - I N I ( STEEL BEAM -SEE STRUCTURAL r + + 13 G CONT. HEAD FLASHING 3/8" DIRECT APPLIED EFS ON MTL. LATH & 40# FELT OVER 5/8" DENSGLASS GOLD SHEATHING ON 4" MTL. STUD FRAMING @ 16" O.C. I 13 D MASONRY VENEER IN SIMULATED STONE PATTERN - ATTACH TO 5/8" SHEATHING ON 4" MTL. STUDS @ 16" O.C. MAX DIRECT APPLIED EFS 13 q BEYOND - EQ. TO STA C N ADJACENT TENANTS' HORIZONTAL ALUM. STOREFRONT CONTROL JOINTS - VERTICAL DEVIATIONS 13 H EQ TO SF-1 ARE NOT ACCEPTABLE GENERAL NOTE: SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE TILT WALLS 8" EFS W/ INSUL. 13 F CONT. CAP BEYOND - 13 E EQ. TO ST-3 1/2" CONT. EXP. JT., TYP. � I 8" CONC. BASE CONCRETE FOOTING, SEE STRUCTURAL — I CONC. FOOTING BEYOND -SEE STRUCTURAL CONCRETE SLAB, SEE STRUCTURAL CONC. SIDEWALK -SEE HARDSCAPE DWGS 00 4 a .Q ° . ° — — — — — J L — — — — -1 I 1 1 1 L— — — — -- — - — — — — — — — -I L — — — — — — — — — -l- — — — — — — — — -- CANOPY SECTION JA 5.2 SCALE: 3/4"=V-0" I I I 0 10 co 36-0" A.F.F. OIL T.O.PARAPET 3X-5" A.F.F. T.O.PARAPETPHILLIPS wow--= P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3941616 Fax 770.394.1314 K RB C p E F G H A ANCHOR 6 26"1. OL T.O.PARAPET BEYOND CONSULTANT 21'-11-1/2"A.F.F. D.B.E. 14'-3112" A.F.F B.O.SOFFIT. T.O.STOREFRONT `F 0'-0" FIN. FLR. I SEAL REVISIONS # DATE DESCRIPTION 0 07/ 26/ 04 MISC. VIE ITEMS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Ph1Gps Partnership. PC. TENANT o� PETCO 2201 W.P. BALL BOULEVARD PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER 1 h 32'-5" A. F.F. T.O.PARAPET 26'-8" A.F.F. T.O.P.BEYOND 3/8" DIRECT APPLIED EFS ON MTL. LATH & 40 # FELT OVER 5/8" DENSGLASS GOLD SHEATING ON 6" MTL. STUDS @ 16" O.C. 21'-11" + A.F.F. Q.B.E. @ BEAM IN FOREGROUND 21'-10" A.F.F. D.B.E. @ WALL BEYOND 1/2" CONT. CONTROL JNT 13 G 14'-3 1/2" A.F.F. B.O.SOFFIT j` 12-0" A.F.F. T.O.STOREFRONT MASONRY VENEER IN SIMULATED PATTERN - ATTACH TO 5/8" DENSGLASS GOLD SHEATHING ON 6" ) MTL. STUDS @ 16" O.C. - AS PER MANUF. RECOMMENDATIONS 0'-0" FIN. FLR. 4 0 �r v 12 1480 A 7.3 14 SIM. f 1 7 7 I I . I I I L ' r 60 MIL. FULLY ADHEARED MEMBRANE ON 3/4" F.R.T. PLYWOOD OVER 6" MTL. STUD KICKERS @ 16" O.C. PROVIDE INSUL. THIS AREA ONLY ABOVE CONDITIONED SPACE 13 E 60 MIL. FULLY ADHEARED TPO ON 7/16" COVER BOARD OVER RIGID INSUL. (R-20 MIN.) I I pit I I 1-1/2" MTL. DECK I STEEL BEAM -SEE STRUCTURAL I OB II I OUTLINE OF COLUMN IN FOREGROUND FACE OF TILT WALL BEYOND I I I II I 1 Q EXT. GRADE GYP. BD. SOFFITER 6" MTL. STUDS @ 16" O.0 13DECT APPLIED EFS EQ. TO SF-3 II I STOREFRO BEYOND 7 4 2,_7 5 Ic I I I 13 B 8" CONT. BAND EFS W/ INSUL. - EQ. TO ST-3, TYP. MASONRY VENEER IN SIMULATED PATTERN - ATTACH TO 5/8" DENSGLASS GOLD SHEATHING ON 4" MTL. STUDS @ 16" O.C. - AS PER MANUF. RECOMMENDATIONS 1/2" CONT. EXP HIGH TRAFFIC SEALANT MATERIAL - COLOR TO MATCH SIMULATED STONE MORTOR C LOR O 11111,RETE SIDEWALK, 13 H SEE HARDSCAPE PLAN — II 4 ° a d C44� .a la.° a 4°4 ° 4 4 CONCRETE FOOTING, SEE STRUCTURAL 13 A 1 CANOPY SECTION@ PILASTER JA-5.3 SCALE: 3l4"=VI M NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE GENERAL NOTE: SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE TILT WALLS A M. 2 LAYERS 3/4" F.R.T PLYWOOD 2X F.R.T WOOD BLOCKING MTL. COPING I rIN 0 7/8" VENTED ALUM. DRIP SCREED- 60 MIL FULLY ADHERED FRY REGLET DS-875-V-875 ROOFING MEMBRANE 13 D OVER 3/4" F.R.T PLYWOOD 3/8" DIRECT APPLIED EFS - OVER 5/8" DENSGLASS GOLD o`V SHEATING ON 8" MTL. STUDS m @ 16" O.0 7 19 4 7-1 "TILT -UP CONC TE A-7.2 A-7.2 WALL W/ 3/8" DIRECT 4 APPLIED EFS ° 4 a 13 F �4 4" BAND CONT. - EFS W/ a INSUL. EQ. TO ST-3 a LOGO PLAQUE BEYOND 4 -SEE 1/JA4.1 4 f a. o ROOF FRAMING ° -SEE STRUCTURAL I 4 I ° 4 a 11 4 A-7.3 a a 4 a ° ° a 4 . . CO , CO N 6 8 <J3 4 4 f 7-1/4" TILT -UP CONCRETE WALL — W/ INTEGRAL THIN BRICK VENEER - USE FORM LINER AND COORDINATE WITH ELEVATIONS .4 a. 4 13 I a. 4 5/8" GYP. BD. ON 1" Z FURRING CHANNELS 4 W/ RIGID INSULATION a a a 1 8" CONT. EFS W/ INSUL. - 2 TYP. EQ. TO ST-3 10 MASONRY VENEER IN SIMULATED A 7.2 STONE PATTERN -ATTACH TO LATH & SHEATHING 4 DA I I 00 4 1/2" CONT. EXP. JOINT 1/2" CONT. EX . JOINT CONC. SLAB- SEE a STRUCTURAL HIGH TRAFFIC SEALANT MATERIAL COLOR TO - ° MATCH SIMULATED `r STONE MORTAR COLOR N a4 13 H CONCRETE SIDEWALK, SEE HARDSCAPE PLAN 4 ° 4 . 4° a ° 4 4'° ° .4a a 4 a CONCRETE FOOTING, I —� ° o SEE STRUCTURAL _I I 1 j 1=1 111 1 1 1111-1111 - �2 WALL SECTION @ FRONT WALL JA-5.3 SCALE: 314"=1'-0" L'"1 26'-8" A.F.F. T.O. PARAPET 26-91/2" AF.F. OL T.O. CONC. WALL 2V-10" A.F.F. oL D.B.E. REVISION # 3 SUMMARY A. ADDED NOTE B. COORDINATED BEAM W/ STRUCTURAL REVISION # 13 SUMMARY A. REVISED CONC. FOOTING LOCATION B. REVISED CORAL STONE VENEER TO MASONRY VENEER IN SIMULATED PATTERN C. REVISED TILT -UP CONC. PANEL TO MTL. STUDS D. REVISED STUCCO TO DIRECT APPLIED EFS E. REVISED ROOFING F. REVISED CORAL STONE VENEER TO EFS G. REMOVED THIN BRICK VENEER NOTE H. CLARIFIED HIGH TRAFFIC SEALANT MATERIAL I. CLARIFIED CONTROL JOINT ALIGNMENT 0'-0" FIN. FLR, qV PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Phone 770.394.1616 Fix 770.394.1314 E�] p K RB E F g H A ANCHOR g C ' CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. V/E ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. ' TENANT o� 2201 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 CO/DEB DRAWING TITLE EXTERIOR WALL SECTIONS SHEET NUMBER I JA=5m3 •011 CENTRAL PARK WEST SUITE .;0 •' L 1 WALL SECTION @ REAR WALL JA-5.4 SCALE: 3/4"=T-0" 1510 13 A-7.3 SIM 1" 62 I 1 -6" 01 ° .D . D 4 ° 4 4 ?X F.R.T. WD. BLOCKING AS 7-1/4" TILT -UP CONCRETE �EQ'D. WALL W/ITH %" DIRECT D APPLIED EFS D 7 A-7.2 30 MIL, FULLY ADHERED ROOFING AEMBRANE OVER 7/16" COVER 30ARD ON RIGID INSULATION ;R-20 MIN) NG IGNED WITH )NTAL - DEVIATIONS 0 D D ° ° TYP. REVEAL - USE 2X2 ° IN CONC, FORMWORK ROOF FRAMING PER STRUCTURAL D 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID ° INSUL. (R-5 MIN.) D° ° , D SELF-SUPPORTING ROLLING COIL DOOR WITH HOOD -REFER ° t, TO DOOR SCHEDULE D n CHANNEL FRAME BEYOND DOOR GUIDE BEYOND — CONC. SLAB ON GRADE — SEE STRUCTURAL o 'FLEX FRAME' TRUCK SHELTER 18" TOP & BOTTOM PROJECTION BY ZLLEY TUFSEAL -SEE SPECS COLOR EQ. O ST- CONT. CAULK II ®� STEEL LINTEL - SEE STRUCTURAL STEEL JAMB ANGLES PAINTED P-2 - SEE STRUCTURAL NOTE: LOADING DOCK EQUIPMENT SHALL BE PURCHASED & INSTALLED BY THE G.C. FROM THE PETCO INVENTORY AGREEMENT VENDOR: STAR EQUIPMENT INC., CONTACT: KEN DORIOTT 2100 107TH LANE NE, BLANE MN 55443 TEL. 763/ 783-942OX24 FAX: 763/ 783-9501 rIN C) r�N 0 d SLOPE T.O. CONC. FDN. WALL 112" DOWN BEYOND DOCK BUMPER ANGLE EA. SIDE -SEE SPECS LOADING DOCK EDGE -OF -DOCK LEVELER W/ LAMINATED DOCK BUMPERS W/ BUMPER EXTENSION BOXES BY KELLEY 66" SEE SPECS ATLANTIC D. SERVICE RANGE 5" ABOVE & 5" BELOW. s 4 ° 4 da O o1 —III—I I— L A6.1 ITf=i=1Tf—I I— i4 a ° PETCO PROTO �Illl��liill�llll� ° l4 J ° V-2„ 5"X5" X 3/8" GALV. ANGLE W/ 1/2" DIAM X 6" LONG GALV, CONC. STDS cr 6" C.C. - SEE STRUCTURAL CAST - IN PLACE CONC. WALL DRAWINGS ° ° 4 TRENCH DRAIN W/ GRATED COVER, SEE CIVIL DWG'S. 6" EXTERIOR CONC. SLAB- ° �° ° SLOPE SEE STRUCTURAL DRAWINGS _SLOPE _--- -- ° _ Q4 4 P 4° 4 DRAWINGS FOR FOOTINGS O SIDE OR BOTTOM OUTLET, SEE CIVIL DWG'S. ° 4 ° a. 4 WALL SECTION @ LOADING DOCK SEE STRUCTURAL is7 N 26•8" A.F.F. OL T.O. PARAPET 25'-9112" A.F.F. T.O. CONC. WALL VARIES OL D.B.E. 9'-4" A.F.F. � T,O.OPENING 0'-0" FIN. FLR. � 4-0 " A.F.F. � T.O.CONC. REVISION # 3 SUMMARY A. ADDED &REVISED NOTES REVISION # 13 SUMMARY A. ADDED/MODIFIED NOTES B. CHANGED MATERIALS PHILLIPS C. CHANGED DIMENSIONS D. CHANGED FOOTING DEPTH P A R T N E R S H I P Architecture •Interior Design •Planning Phone 770.394.1616 F� 770.394.1314 ' I- K Rf3 C D E F G H - EA ANCHOR E CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. VIE ITEMSPETCO 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 Uelow. All rights reserved. This document may not be reproduced without the prior written consent of Philips Partnership, PC. , TENANT 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEiVtINOLE T®WNE CENTER ' SANFOR®, FLORIDA CLIENT , NORTH AMERiCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ' ROSWELL, GA 30075 , TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLEC p EXTERIOR . WALL SECTIONS SHEET NUMBER JA=5m4 SCALE: 314"=1'-0" 1/2" GYP BOAR[ FURRING CHAN O.C. W/ 1" RIGIC (R-5 MIN) 5" STEEL COL. SEE STRUC, W 2X8 F.R.T. WD. E ALUM. STOREFF ENLARGED DETAIL STOREFRONT SCALE: 3"=V-0" NOT USED SCALE: 1 "=1'-0" G AB a 112" GYP BOARD ON 1"'Z FURRING MASONRY VENEER IN CHANNELS @ 24" O,C• W/ 1"RIGID SIMULATED STONE PATTERN °a INSULATION (R-5 MIN) d d 4 Q TILT UP CONC. WALL PANEL ° WITHIN BRICK AS SHOWN d COORD. W/ELEVATIONS 71 'd 4 0 U w ° d Q Q LU LLI '.4 Q - S 4 4 d LJ .- d - d _ d.. e d CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS (COORD. W/STRUC. & ELEVS) d d ' d d d ° / a ENLARGED REAR CONNECTION W/ ADJACENT TENANT ZjUALL 1"=1'-U" ALUM.STOREFRONT 2X8 F.R.T. WD. BLOCKI 1/2" GYP BOARD ON 1" CHANNELS @ 24" O.C.' INSULATION (R-5 MIN) ANEW. I CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS UJ :.:. ,. .,... z 0 1400 d a s Q d .41 LU - G a a e .44 3" 1/2" GYP BOARD ON 1"'Z' FURRING ° CHANNELS @ 24" O.C. W/ 1" RIGID p INSULATION (R-5 MIN) d ,I AB I • TILT -UP CONC. WALL PANEL P WITHIN BRICK AS SHOWN - MASONRY VENEER IN COORD. W/ELEVATIONS SIMULATED STONE PATTERN I ° G A] e ° 3 ENLARGED CORNER DETAIL JA-7.1 SCALE: 1"44' 4 ENLARGED PILASTER DETAIL JA-7.1 SCALE: 1"=1'-0" ENLARGED CONNECTION W/ ADJACENT TENANT bUALt: 1"=1'-0" Z AB 4 ""8 NRY VENEER IN ATED STONE PATTERN I I 44 45 I , L--_----—_—___J x T — cv I 8" STEEL COL. 4" MTL. STUDS @ 12" O.C. MAX SEE STRUC. DWGS. W/1I2" DENSGLAS GOLD SHEATHING 2 ENLARGED COULUMN DETAIL JA-7.1 SCALE: 1"=1'-0" REVISION # 3 SUMMARY A. CLARIFIED DIMENSIONS REVISION # 13 SUMMARY A. REPLACED TILT -UP PANELS W/ INLAY BRICK @ PILASTERS WITH MTL. STUD FRAMING WI DEFS. B. MODIFIED MATERIAL C. MODIFIED DIMENSIONS r PHILL—IPS wwo� 0"00 P A RT N E R S H I P Architecture • Interior Design •Planning Phone 770.394.1616 Pix 770.394.1314 � p K G H A ANCHOR Er C p E F: I CONSULTANT I SEAL I REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 26/ 04 MISC. VIE ITEMS This document is Q Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT AXE c> , 2201 W.P. BALL BOULEVARD PROJ ECT THE iiilARKETPLACE AT SEMINOL.E TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE LARGE SCALE PLANS SHEET NUMBER JA=7ml 00 .CENTRAL PARK WEST *& GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION. FOUNDATION WALLS WHICH ARE SHOWN TIED INTO SLAB -ON -GRADE OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (INCLUDING DECK) IS COMPLETED. THOUGH DETAILS DO NOT INDICATE, ADEQUATE DRAINAGE MUST BE PROVIDED BEHIND WALLS TO ELIMINATE UNANTICIPATED HYDROSTATIC LOADING. PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST ALL REQUIRED FORCES SUCH AS (BUT NOT LIMITED TO) DEAD LOADS, LIVE LOADS, SOIL PRESSURES, CONSTRUCTION LOADS, WIND AND UNBALANCED LOADING. PROVIDE TEMPORARY SAFETY ENCLOSURES AS NECESSARY TO PROTECT ALL PERSONNEL INVOLVED WITH THIS PROJECT. 2- GROUT SHALL BE NON -SHRINK WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. EXPOSED GROUT SHALL BE NON -STAINING. 3. THE 2001 EDITION OF THE FLORIDA BUILDING CODE SHALL APPLY. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS. ROOF OPENINGS GREATER THAN 12" DIAMETER SHALL BE FRAMED WITH L3x3x1/4"(MINIMUM). JOIST/JOIST GIRDER MANUFACTURER SHALL COMPENSATE FOR LOADS IMPOSED BY ROOF -TOP UNITS (R.T.U.'s) BY PROVIDING DOUBLE JOISTS OR SPECIALLY DESIGNED JOISTS AT THESE SUPPORT LOCATIONS. R.T.U. LOADS ARE STATED ON ROOF FRAMING PLANS AS PROVIDED BY ARCHITECT OR MECHANICAL ENGINEER. SEE ROOF FRAMING DETAILS (in this set of drawings) FOR TYPICAL REQUIRE- MENTS FOR SUPPORT OF ROOF -TOP UNITS. 5. DETAILS NOT SHOWN SHALL BE ACCORDING TO: AMERICAN INST. of STEEL CONSTR. A.I_S.C. SPECS FOR STRUCTURAL STEEL AMERICAN CONCRETE INSTITUTE A.C.I. SPECS FOR CONCRETE AMERICAN WELDING SOCIETY A.W.S. SPECS FOR WELDING NATIONAL CONCRETE MASONRY ASSOC N.C.M.A_ SPECS FOR CONCRETE MASONRY STEEL JOIST INSTITUTE S_J.I. SPECS FOR STEEL JOISTS AMERICAN IRON & STEEL INSTITUTE A_I.S.I. SPECS FOR COLD FORMED STEEL 6. DESIGN LOADS: DEAD LOAD ROOF DEAD LOAD - 20 P.S_F_ LIVE LOAD ROOF LIVE LOAD - 20 P.S.F. (REDUCIBLE) WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H_ WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B INTERNAL PRESSURE COEFFICIENT +/- 0.18 WALL COMPONENT AND CLADDING PRESSURE - 20.6 P.S.F. ROOF COMPONENT AND CLADDING PRESSURE - 28.4 P.S.F. 7. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SAME TO ARCHITECT AND/OR ENGINEER FOR REVIEW. ARCHITECT AND ENGINEER'S REVIEW OF SHOP DRAWINGS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS_ 8. ALL SHOP DRAWINGS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING BUT NOT LIMITED TO AWNINGS, STOREFRONT, AND LIGHT GAUGE STEEL FRAMING SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF INSPECTION - SHOP DRAWING SUBMITTALS SHALL CONSIST OF (3) SETS, (1) FOR FOR (1) FOR PROJECT ARCHITECT AND (1) FOR THE CONTRACTOR. ADDITIONAL SUBMITTALS WILL BE RETURNED UNMARKED. 9. EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NEVER TO BE PERMITTED AS A SUBSTITUTE FOR CAST -IN -PLACE ANCHOR BOLTS WHERE CAST -IN -PLACE BOLTS HAVE BEEN SHOWN ON THE DRAWINGS_ DEFINITIONS: B.0_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. R - 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. 1 - INDICATES COLUMN LINE. B - INDICATES FILLED CELL DESIGNATION. 01111. - INDICATES MOMENT CONNECTION. - INDICATES FOUNDATION DESIGNATION. 1 - INDICATES SECTION MARK. S1 CD - INDICATES REVISION MARK_ 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_0. (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.Q. (ASTM F1554 Gr. 36) 3. U_N.0_ COLUMN BASE PLATES SHALL BE 6" LARGER IN EACH DIRECTION THAN THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (Le. 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 1-28. ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR PLATES IN ACCORDANCE WITH VULCRAFT WELD PATTERN STATED ON FRAMING PLAN (5/8" DIA_ WELDS @ SUPPORTS AND PERIMETER & #10 TEKS SCREWS © SIDELAPS). DECK SHALL BE CONTINUOUS OVER (3) SPANS MINIMUM. WELDS AT PERIMETER ARE NOT TO EXCEED THE LESSER OF THE VULCRAFT ATTACHMENT PATTERN SHOWN ON PLAN, FACTORY MUTUAL SPECIFICATION, OR 6". 5. CONTRACTOR SHALL PROVIDE CONTINUOUS L 3x3x1/4" AS TYPICAL ROOF DECK CLOSURE, OR AS MEANS OF ATTACHMENT FOR ADJACENT STEEL STUDS - U.N.O. ON PLANS, DETAILS OR SECTIONS. 6. AT ALL BAR JOIST EXPANSION BEARING CONDITIONS, PROVIDE CON -SLIDE TYPE CSA (7/16" OVERALL THICKNESS) BEARING ASSEMBLIES AS MANUFACTURED BY CON-SERV INC. EAST HANOVER, NEW JERSEY... PHONE (201)884-1430. 7. B.T.J. ON ROOF FRAMING PLAN INDICATES BOLTED TIE JOIST AS DEFINED BY O.S-H.A. AND S.J.I-. BOLTED TIE JOISTS SHALL OCCUR AT ALL LOCATIONS WHERE JOISTS) BEAR ON JOIST GIRDER AT (OR NEAREST) COLUMN(S). (O.S.H.A. Sec. 1910.12 Construction Standards Sec. 1518.751) 8. ALL JOIST BRIDGING HAS NOT BEEN SHOWN ON PLANS. JOIST BRIDGING QUANTITIES, SIZES AND CONNECTIONS SHALL BE AS PER THE STEEL JOIST INSTITUTE SPECS. AND SHALL BE SHOWN IN DETAIL ON THE JOIST SUPPLIER'S SHOP DRAWINGS. 9. STRUCTURAL STEEL MEMBERS TO RECEIVE SPRAYED -ON FIREPROOFING OR BE ENCASED IN LIGHTWEIGHT CONCRETE SHALL NOT BE SHOP PRIMED OR PAINTED. 10. UNLESS NOTED OTHERWISE IN THE DRAWINGS, ALL FILLET WELDS SHALL BE 3/16". ALL WELDS SHALL BE MADE WITH E-70 ELECTRODES. 11- UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, CONNECTIONS SHALL DEVELOP AT LEAST 70% OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE ASD MANUAL (Part 2: Beam and Girder Design) FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE HOWEVER, SHALL THE DEPTH OF THE FRAMED CONNECTIONS BE LESS THAN 80% OF THE "T" DISTANCE OF THE BEAM WEB_ 12. GRIND EXPOSED WELDS SMOOTH AND FLUSH, TO MATCH AND BLEND WITH ADJOINING SURFACES. 13. PROVIDE ONE SHOP COAT OF A RUST INHIBITIVE PRIMER TO ALL STRUCTURAL STEEL MEMBERS. DO NOT PAINT SURFACES TO BE WELDED, EMBEDDED IN CONCRETE OR MASONRY, OR CONTACT SURFACES OF FRICTION CONNECTIONS. 14. ALL METAL STUDS TO BE SJ SERIES AND HAVE SECTION PROPERTIES GREATER THAN OR EQUAL TO THOSE AS PUBLISHED BY UNIMAST INC., MARROW GA 15. ALL STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 STRUCTURAL WELDING CODE BY AMERICAN WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH IS TO BE 4000 P.S.I- U.N.O. 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. MASONRY NOTES: 3. PANELS WITH A SINGLE MAT OF REINFORCEMENT ARE TO HAVE THE VERTICAL STEEL PLACED AT THE CENTER OF THE PANELS STRUCTURAL THICKNESS_ 4. PANELS WITH A DOUBLE MAT OF REINFORCEMENT ARE TO HAVE A CLEAR 1. UNLESS SHOWN OTHERWISE ON PLAN, AT EACH SIDE OF MASONRY OPENINGS IN C.M.U. DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND WALLS PROVIDE 1-FILLED CELL W/ 1-#5 BAR VERTICAL_ PROVIDE DOWEL INTO FOOTING 3/4" TO THE EXTERIOR OF THE BUILDING_ AND LINTEL OVER OPENING. PROVIDE 2 -0 OF BEARING (EACH END) FOR MASONRY 5. ALL "WET SET" EMBEDS ARE TO HAVE (1) 1/4" DIAMETER HOLE SHOP DRILLED LINTELS OVER MASONRY OPENINGS. EVERY 6" o.c. TO PREVENT AIR VOIDS FROM FORMING. 2_ REINFORCED MASONRY GROUT (R_M.G.) FOR FILLING CELLS IN C.M_U. WALLS 6. ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. SHALL CONFORM TO: "STANDARD SPECS. FOR MORTAR AND GROUT REINFORCED ", MASONRY", A.S.T.M. C-476, WITH A SLUMP OF BETWEEN 9" AND 1 1 AND 7. PROVIDE 1 /2" CLEARANCE BETWEEN ADJACENT PANELS U.N_O. PLACED NOT MORE THAN 2-1/2 HOURS AFTER WATER HAS FIRST BEEN ADDED 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N.O_ (ONE PART CEMENT TO 2-1/2 PARTS FINE AGGREGATE BY VOLUME, DEVELOPING 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, 2000 P.S.I. AT 28 DAYS)_ PLACE IN 4'-0" LIFTS, MAXIMUM. ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE 3- TYPE "S" MORTAR SHALL BE USED FOR ALL C.M_U. WALLS. CONTRACTOR FOR THE ENGINEERS REVIEW. 10_ SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M_U_ WALLS FOR ALL EMBEDDED ITEMS. WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN. 11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE 5 FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE REINFORCEMENT NECESSARY FOR ERECTION. IN ANY GIVEN WALL SEGMENT. 12- CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS BEFORE CONSTRUCTION LOADS ARE APPLIED. OR CAST -IN -PLACE STUD ANCHORS. 13_ CONTRACTOR IS TO ENSURE THE TOP ELEVATION OF ANY "DEADMEN" USED ON THIS PROJECT IS SUFFICIENTLY BELOW FINISHED FLOOR SO CONSTRUCTION 6. ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO CAN PROCEED WITH OUT THE NEED FOR REMOVAL. FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP, THESE DOWELS SHALL BE 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS_ HAVE A V-6" BEND INTO EITHER FOOTING OR BOND BEAM. 15. PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF 7_ CONTRACTOR SHALL PROVIDE STANDARD GAUGE "DUR-O-WAL" (JOINT REINFORCE - DECK ARE IN PLACE. MENT) AT 16" O.C. IN ALL C.M.U. WALLS UNLESS SPECIFICALLY NOTED OTHER- 16. FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED_ ADDITIONAL WISE ON THE STRUCTURAL DRAWINGS. "DUR-O-WAL" SHALL BE PROVIDED IN A FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. PROFESSIONAL ENGINEER. IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (1- C.M.U. WYTHE ONLY) PROVIDE "TRUSS - TYPE" HORIZONTAL REINFORCING_ IN THE CASE OF COMPOSITE WALLS (C.M.U. ARI N P DE UST A BLI 8. REINFORCING BARS FOR VERTICAL FILLED CELLS SHALL BE LAPPED AS FOLLOWS: L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF 3/16 1 ROOF -TOP UNIT. USE L 3x3xl/4" IF WEIGHT OF UNIT IS LESS 3/fs' ' BAR SIZE LENGTH OF LAP THAN 1,500 LBS. USE L 4x4xl/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. -� 6 3'-0" 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- DECK S AT )UCT is KCS JOIST SEE ROOF PLAN 7 3-6 9. BARS SH E - E RUPS, WHICH L6x4x3/8" S.L_V. MAY BE GRADE 40. x 6" LONG SEE FRAMING PLAN 10. BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX - FOR JOIST SIZE TEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING. 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. ('_2'*`SECTION JS-1.O SCALE: NONE h11VVLL 1 1\/-lmL 3 SECTION JS-1.0 SCALE: NONE CONCRETE LAP SPLICE NOTES: 1. SCHEDULE "I" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - BOTTOM HORIZONTAL BARS OF BEAMS, SLABS JOISTS AND WALLS. - TOP HORIZONTAL BARS OF SLABS 14" OR LESS IN DEPTH. - VERTICAL BARS. 2_ SCHEDULE "II" APPLIES FOR TENSILE LAPS OF THE FOLLOWING TYPES OF BARS, - TOP HORIZONTAL BARS OF BEAMS AND JOISTS. - TOP HORIZONTAL BARS OF SLABS GREATER THAN 14" DEEP. - ALL HORIZONTAL WALL REINFORCEMENT (EXCEPT BOTTOM BARS). 3. SCHEDULE "III" APPLIES FOR ALL COMPRESSION LAPS. 4. ALL LAP SPLICES SHALL BE WIRED IN CONTACT. 5. ALL TENSILE LAP SPLICES SHALL BE "CLASS B" U_N_0. 6. ALL SPLICES OF WALL AND SLAB REINFORCEMENT SHALL BE STAGGERED AS SHOWN. 7_ THE SMALLER LAP SPLICE LENGTH MAY BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR TENSION. THE LARGER LAP SPLICE LENGTH SHALL BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR COMPRESSION. 8_ LAP LENGTH SPECIFICALLY CALLED OUT ELSEWHERE IN THE DRAWINGS SHALL GOVERN OVER THE LAP LENGTHS IN THIS SCHEDULE. 9. MECHANICAL BAR CONNECTORS THAT ARE 125% OR STRONGER THAN THE BARS BEING LAPPED MAY BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF THE CONTACT LAP LENGTHS GIVEN. ADJUSTMENT(S) TO GIVEN LAP LENGTHS. 1. LAP LENGTHS GIVEN ARE FOR A CONCRETE COMPRESSIVE STRENGTH, Cc, OF 3000 p_s.i. IF A HIGHER STRENGTH CONCRETE IS USED, THE CONTRACTOR MAY REDUCE THE GIVEN TENSILE LAP LENGTHS BY THE FOLLOWING FACTORS: - f'c = 4000 p.s.i., MULTIPLY LAP LENGTH BY .86. - f'c = 5000 p_s.i., MULTIPLY LAP LENGTH BY .77_ 2_ IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE TENSILE LENGTHS BY 50%. 3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE TENSILE LENGTHS BY 30%. 4. LAP LENGTHS SCHEDULE ASSUMES: A_ CLEAR COVER IS GREATER THAN BAR DIAMETER. B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS. C. TRANSVERSE REINFORCEMENT INDEX, Ktr, IS ZERO. IF EITHER CONDITION A OR 8 IS NOT MET, FOR A GIVEN BAR, INCREASE THE SCHEDULED LAP LENGTH BY 50%. 5. LAP LENGTH SCHEDULED ARE FOR Gr 60 REINFORCEMENT (fy = 60 k.s.i.). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k.s_i.). o to w w ~o LAP LENGTH p b J PER SCHEDULE L 1 z Z ,f- FREE EDGE TRANSVERSE REINFORCEMENT CLEAR SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) STAGGER 12d 12" MIN_ WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 29" #5 28" 36" #6 33" 43" #7 48" 63" #8 55" 72" #9 62" 81" #10 70" j 91" #11 78" 1 101" SCHEDULE II BAR SIZE CLASS A CLASS B #3 22" 28" #4 29" 37" #5 36" 47" #6 43" 56" #7 63" 81" #8 72" 93" #9 81 " 105" #10 91" 118" 11 101" 131" SCHEDULE III 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 qOT AT BOTTOM 'DINT CONCENTRATED LOAD ON JOIST DETAIL SCALE: NONE COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT ZL 4'-8" x 6'-7" 1'-0" 10-#5 6-#5 BARS X 3'-9" BARS X 6'-5" TOP&BOTT TOP&BOTT B� 3'-0" SQUARE 1'-0" 4-#4 BARS X 2'-6" E.W. C� 3'-6" SQUARE 1'-0" 5-#4 BARS X 3'-0" E_W. HQ 6'-0" SQUARE 1'-2" 7-#5 BARS X 5-6" E_W. QK 5'-0" 1'-0" 4-#4 BARS X 4'-6" X 2'-6" 3'-0" x 5-#5 BARS PHILLIPS PARTNERSHIP Architecture • Interior Design • Planning Pho- 770.3941616 Fit 770.3941314 l RF D RB C D E F G H A ANCHOR B CONSULTANT HAIN ES, GIPSON SSOCIATES1 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770,491.7750 SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS This document is 0 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved - This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT o� 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT ry 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 JLV/RWG DRAWING TITLE GENERAL NOTES SHEET NUMBER /1'-1 TYPICAL RTU SUPPORT FRAME JS-1.0 SCALE: NONE 0 u 0 148'-11" 12'-41/2" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-51/2Lij JP-20 o JP-21 o JP-22 o JP-23 o JP-24 o JP-25 o JP-26 o JP-27 _j z J U U z z J J J z ? J w W z z J z J Ld z J z z z z GI I F I I E I ID 1 167'-5)/2" 17'-4" - - - 41'-11/2" 35'-0" 35'-0" 150'-10" I � I—' I 0 3 1 ® I I D JS4. I I 0 I T/FTG - p co I 1 = -1'-0" 2 I 0 �-- ®— -� A JS4. K JS4. I I 400 —z -Q— r z o °' 6", 4000 P.S.I. CONCRETE SLAB I I REINFORCE W/# 4 BARS @ 15" O.C. I c� c�6 MEW10 EACH WAY ON 6" COMPACTED GRANULAR I 5 FILL. SEE ARCH. DWGS. FOR SLAB XTENT AND FINISH 5 1 is .1 LACE BARS AT 3" (MID HGT.) OF SLAB, JS4.1 I 4", 3000 P.S.I. CONCRETE SLAB PANEL JOINT —1 -0 TINE ON GRADE. REINFORCE WITH -3'-0" C_J_ 6x6-W1,4xW1.4 W.W.F. ATOP VAPOR BARRIER FIN. FLR. ELEV. = 53-333'A C.J. a I ? (VERIFY W/ ARCH_) C 38'-9" AK SLAB LEAVE -OUT / SEE ARCH. PLANS FOR EXTENTS A B Z 40OPANEL EDGE T I INSIDE F/TILT UP I I o0 0 N I / I � N 1 JS4. 1I = PANEL JOINT I SINE I � /FTG_ `V ; i� =-0'-8" N TYP.Q PILASTERS `V 4- tx M PI N o °O I Cg ° C"J REF_ FLR. ELEV. = 0'-0" ECCENTRICv BASE PLATE AO I `��+� co 42O 7 AT COLUMN 1 12 N aI a a ° a a I JS4.1 C.J. � I _ PANEL EDGE PANEL JOINTra+ rLI N E a n5' —O , Q co+ cQ+ co+ o �+ B 1 440 ;r, I G a I L_ J L .J TL J a ) A A A 6 i a° a Qa I JS4. a a 7 � PANEL JOINT � Q JS4- A (LINE d °4. a QQ cv I a ( C J C.J. I V) V) t` 1 I o C.J. a t Ln ° I JS . 1 6' +T/FTG 2 _ -13 PANEL JOINT a ° TYP.@ PILASTER 4 T/ INT. FTG_ 45 TYP_ r r F L �s o. I ° 18'-0" ° �. C.J. W.C.J. C+8 �, 460 z a Jp-13 �� � V n - 460 I I I a 0 J '. 4. I U I V) CO t!) ° I L L J L J I �I 4 0 A H B 0 . ° I 7 470 I ECCENTRIC iv JS4. ° JS4.1 C J BASE PLATE PANEL EDGE 1 PANEL JOINT I '3'_` I AT COLUMN A TINE 6' -8 . d 10 �+\� 480 t 9�S> } N j JS4.1 I 3 +j+ / a I �N 00 ' i �- 1 PANEL EDGE I C-J- C.J. I—o I PANEL EDGE -5'-0Li - " - M 1 16 4 I I —1'-0" JS4.1 JS4.2 I PANEL JOINT 5 1 - ¢ qINE N JS4.1 JS4. �j N N I 1 I I � N 6 I i_ N — 0 JS4. I o 1 a I 3 T FT I N INSIDE F/PANEL A AG 3 -1'-4" PANEL EDGE 500 z —�—� �z—1'-4>, V00 PANEL EDGE J OUTSIDE F/PANEL2'-0- 2 -0 6'-0" i I L'` , 2 COST PLUS 2 i JS4_ R.F.E. _ -0'-8" 5 -0 POURBACK STRIP AROUND FOUNDATION PLAN 5 -0 POURBACK STRIP AROUND JS4.1 i I PERIMETER OF BUILDING_ POUR PERIMETER OF BUILDING, POUR SLAB AFTER PANELS ARE ERECTED. SLAB AFTER PANELS ARE ERECTED_ - 39'-1 1/2" I 39'-0" 39'-O" 6'-0" / I - COST PLUS �--J COST PLUS - COST PLUS COST PLUS i - INDICATES FOOTING SIZE_ SEE ADJACENT FOOTING SCHEDULE FOR '' % r CONCRETE THICKNESS AND REBAR SIZE AND PLACEMENT F ({1 E D i C, C.J. INDICATES CONTROL JOINT PER 10/JS-4.1. SEE NOTE #3 NDER CONCRETE NOTES ON S1.0 A TS1 INDICATES TS8x6x1/4" (TOP/STEEL=+14'-5") / I TS2 INDICATES TS10x6x1/4" (TOP/STEEL=+14'-5") W a TS3 INDICATES TS6x6x1/4" (BOTT_/STEEL=+12'-2") o z Mi INDICATES STEP IN CONTINUOUS FOOTING a JP-11 o JP-10 o JP-9 o JP-8 o JP-7 0 ' o JP-6 o JP-5 o JP-4 � JP-3 o w n ( ) (a W w H H W W u H W U u (b) ) =TOP OF FOOTING C�? LOW SIDE QWz z z z z z _z z z z z z (b) = TOP OF FOOTING @ HIGH SIDE 16'-93/4 19'-6" 19'-6" o `� 19'-6" 19'-6" `� 19'-6" 0- � 19'-6" 0- � 19'-6" 18'-101/4,> a_ NOTE TO CONTRACTOR 5'-41/4" CONTRACTOR TO THICKEN SLAB TO 5" MINIMUM IN AREAS TO RECEIVE QCRANE TRAFFIC / LOADS_ CONTRACTOR IS RESPONSIBLE FOR ADEQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGERS AND TRACK 770.394J616 Fit 770.3941314 RF RE E F G H ANCHOR Eru* CONSULTANT HAINES, UIPSON SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE, GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT o � tL,�� 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIE5 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 JLV/RWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER JS=2ml 4 'ION )' — 0". ✓IDE STANDARD V OF S.J.I. OP UNIT (RTU) UPSIZE SPECIAL 131 INDICATES W12x14 (TOP/STEEL=+21'-71/2") B2 INDICATES W16x26 (TOP/STEEL=+21'-71/2") B3 INDICATES W12x14 (TOP/STEEL=D.B.E.) A L1 INDICATES L3x3x1/4"STRUTS TO FACE OF COLUMN AND BOTTOM OF DECK. SEE 5/J—S5.4 RF _! K D RB E � G H AANCHOR B C D REVISIONS # DATE DESCRIPTION 05/ 28/ 04 COORD. W/ GRADE REVISIONS 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS A 07/ 27/ 04 FIXTURE PLAN COORDINATION This document is 0 Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT o� 2201 W.P. BALL BOULEVARD PROJECT HE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT K 2. NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 JLV/RWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER ism;3ml INDICATES COLUMN CENTER - SEE FOUNDATION PLAN FOR COLUMN SIZE AND ORIENTATION SLAB JOINT z 0 m to z 0 m 2'-0" SQUARE OR ROUND ISOLATION POCKET SLAB JOINT NOTE: USE ROUND ISOLATION POCKET WHEN JOINTS WILL NOT INTERSECT CORNERS_ TYPICAL PLAN VIEW OF ISOLATION POCKET SCALE: NONE 'ER I LAN � i v, ivv i ..,i ivrriv FOR CLARITY SECTION THRU OPENINGS SCALE: NONE SEE PLAN T/4 DEEP x 1 /8" WIDE SAWCUT JOINT_ FOR SLAB SAW AS SOON AS POSSIBLE WITHIN INFORMATION 24 HOURS AFTER PLACEMENT. I � � d Q X• X^ X: °X-Xd_X_d X ° 4 0 � 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 JS-4.1 SCALE: 3/4" = 1'-0" JOINT 2'-0" PANEL WIDTH + 1 /2" �1 I JAMB STEEL AT N GIRDER BEARING TYPICAL (2) #5 CORNER BARS. ADD ADD'L (2) #6 BARS EACH SIDE OF OPENING 2" CL. TYP. TYPICAL MAN DOOR. ADD (2) #5 BARS x 4'-0' AT EACH CORNER. G.C. NOTE: VERTICAL PANEL, REINFORCEMENT TO BE PLACE ON A 3 1/t6" TALL CHAIR. (2) #5 BARS CONT. AROUND ALL SIDES OF PANEL 1 /2" JOINT HORIZONTAL PANEL REINFORCEMENT PER PANEL ELEVATIONS VERTICAL PANEL REINFORCEMENT 2" CLR_ TYPICAL PER PANEL ELEVATIONS TYPICAL I d' a d ai a. d d O ,• .:d 'Q • °' j <J ' V d \ d -4 G Q• V a a d ° Qd a. EXTERIOR FACE \\- OF PANEL 3/4" CHAMFER TYPICAL REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB 2 TYPICAL PLAN VIEW OF TILT —UP JOINT US-4-1 J SCALE: NONE 1/2" PANEL JOINT TILT -UP PANEL 1 1 /2 "H" PER PLAN 3' MAX TILT -UP PANEL PER PLAN T FOOTING ELEV. ° d (SEE PLAN) a _ 2'-0" T/ FOOTING ELE�4 aa 4.- a 3" CLR. (SEE PLAN) . ;III=1 I=1 I I=1 I I=1 a 2' -o =III—IIIIII I I— —1 -IIIIII—III_, III=CL LF _ _I 1111 I I, ,III; I I I d J U SEE GEOTECH FOR SAME SIZE AND NO. REQUIRED _ SUB -GRADE PREPARATION AS TYPICAL FTG. REINFORCING to "6� TYPICAL FOOTING STEP DETAIL JS-4.1 % SCALE: NONE NEW POUR OLD POUR 2'-0" 2'-0" 1/8" TOOLED RADIUS EACH SIDE 4 d Q d •� SEE PLAN FOR SLAB THICKNESS 1/27'0 SMOOTH BAR @ 12" O.C. COAT BOTH SIDES OF BAR TO PREVENT BOND ('11 TYPICAL CONSTRUCTION JOINT 2-#5's ALL SIDS CONT. TYP_ SEE TYP. REINF. SCHEDULE SEE DETAIL 2/JS-4.1 FOR PLACEMENT_ o 13 FS-4.1 4'-0" MAX_ EXTEND BAR 2'-0" PAST EDGE OF OPENING CHAMFER ALL CORNERS OF OPENINGS. r14' TYPICAL PANEL REINFORCEMENT JS-4.1 J SCALE: NONE 4.1 J SCALE: 3/4" = 1'-0" JOINT TYPICAL REINFORCEMENT SCHEDULE PANEL F_F_E_ HEIGHTS TO D_B_E VERTICAL REINF. HORIZONTAL REINF. 18 FT #5s @ 18" #4s @ 14" 20 FT #5s @ 16" #4s @ 14" 22 FT #5s @ 14" #4s @ 14" 24 FT #5s @ 12" #4s @ 14" 26 FT #6s @ 12" #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_ G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4" G.C. NOTE: TALL CHAIR (NO REVEALS) AND 11/2" VERTICAL PANED REINFORCEMENT TO BE TALL CHAIR @ 3/4" REVEALS PLACE ON A 3 /16" TALL CHAIR_ VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS 2" CLR. 2" CLR_ e •e e • sa d a d d d Q r\ d T 1 ° --- REVEALS (WHERE OCCURS) #3 BARS @ 6" O.C. SEE ARCH FOR LOCATIONS U CARRY HORIZ. BAR 24" PAST EDGE OF OPENING. IF THIS EXTERIOR FACE CAN NOT BE OBTAINED, TERMINATE OF PANEL PANEL HORIZ STEEL w/ STD_ 90' HOOK_ SEE FOUNDATION PLAN FOR COLUMN SIZE — NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB 3 TYPICAL JAMB JS-4.1 SCALE: NONE ISOLATION POCKET SEE 1/JS-4.1 THIS SHEET Ll 1 SEE FOOTING SCHEDULE FOR SIZE & REINF. TYPICAL INTERIOR FOOTING SCALE: NONE NOTE: 2X4 BEVELED KEY 24 GA. GALVANIZED CONTINUOUS PRE -SHAPED KEY MAY BE SUBSTITUTED SEE PLAN 0 <5 _ 1 L- 2 �o 0 4" #4 CONTINUOUS 12 TYPICAL KEY JOINT AT SLAB LEAVE OUT i-4.11 SCALE: 3/4" = 1'-0" U Z ADD ADD'L (2) o z 2" CL. TYP. _ #5 BARS EACH � a SIDE OF OPENING o 3 © o _ TT to cr_ t— w > o SEE PANEL ELEVATIONS a FOR JAMB REINF. - o - _� _ FINISHED FLOOR o iv ELEVATION_ Q- — - - — - -------- F o 0 CHAMFER ALL CORNERS OF OPENINGS. 15 TYPICAL PANEL REINFORCEMENT 3-4.1 J SCALE: NONE 'A" JOINT Fi' (4) - 1/2"1 HEADED L4x4x% x 0'-5" 1 CONN. 2'-0" A.F.F.) 1 CONN. @ MID HEIGHT) 1 CONN_ 1'-0" BELOW T/WALL) U.N.O. ON PANEL ELEVATION INTERIOR EXTERIOR 4 TYPICAL CORNER DETAIL JS-4.1 SCALE: NONE 6" X 6" X 3/8" W/ 4- 1/2 0 X 3 1 /2" LONG HEADED STUDS 1/2" JOINT a ° a a. 4V.. a 1 " CLR_ d a Q. a ° 4 v a a a L 4 X 4 X 3/8" X (D'-5" ° 1 CONN_ 2'-0" A_F_F_) 1 CONN_ @ MID HEIGHT) ° 1 CONN. 1'-0" BELOW T/ WALL) U.N.O. ON PANEL ELEVATION14 ° a d V INTERIOR a: EXTERIOR d . A dd TYPICAL CORNER DETAIL SCALE: NONE - //8 (HE2 Ox31/2" LONG ADED STUDS (PP3) L4x4x3/, x 0' j 5" 1 CONN. 2' -0 A.F.F_) 1 CONN_ @ MID HEIGHT) 1 CONN. 1'-0" BELOW T/WALL) U.N,O. ON PANEL ELEVATION TYP_ INTERIOR 1" CLR. `0 EXTERIOR ' 9 TYPICAL CORNER DETAIL JS-4.1 SCALE: NONE G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4 G.C. NOTE: TALL CHAIR (NO REVEALS) AND 1 1/2" VERTICAL PANEL, REINFORCEMENT TO BE TALL CHAIR @ 3/4" REVEALS PLACE ON A 3 /16" TALL CHAIR. VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEE PANEL ELEVATIONS 3 CLR_ 3/,," CLR. 0 #3 BARS @ 6" O.C. ` REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS = �I 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 13 TYPICAL STRONG BAND i-4.1 J SCALE: NONE CONT. L2x2x1/4" METAL GRATING - WELD ANGLES TO SEE ARCH_ EMBED_ ANGLES CONT. GALV. L2x2x 1/4" W/ 3 - #4 BARS %"0 HEADED STUDS CONTINUOUS @ 16 O.C. _ 1 dA ' a d ° a ° V) a d ' 1 I �� 1'-0" 4 0 > d 4 PROVIDE #4 "U"-BARS @ 16" O.C. 16 TRENCH DRAIN DETAIL i-4.1 J SCALE: 3/4 = 1'-0" RE RF K D RB E F G H Q ANCHOR B C D CONSULTANT SEAL I REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 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 2201 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 JLV/RWG DRAWING TITLE FOUNDATION DETAILS SHEET NUMBER JS=4ml r1 rr r1A 1 Irl rl r\/A-r[ lKlr FINISHED PER CIVIL T/WALL = (+8'-0" MAX.) ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o.c VERT. SECTION AT WALL SCALE: 3/4" = 1'-0" GROUT FILLED 8" U—BLOCK BOND BEAM WITH 2—#5 BARS CONTINUOUS DISCONTINUE REINF. AT FLASHING WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE #5 BARS @ 24" O.C. 8" CMU FIN. GRADE SEE CIVIL SECTION AT SCREEN WALL SCALE: 3/4" = 1'-0" T/WALL = (+ 1 1 ' —0" MA TOP / RETAINING WALL 3 PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o_c VERT. I 3" CL GROUT FILLED 12" U—BLOCK BOND BEAM WITH 4—#4 BARS CONTINUOUS _L SHALL NOT "RETAIN" RE THAN 8" OF DIRT PROVIDE #5 BARS @ 24" O.C. 12" CMU .C. -9 C. 'S @ 12" O.C. 6 RETAINING WALL/SCREEN WALL —4.3J SCALE: NONE #5'S @ 12" O_C. LONG W/ 3/4" DIA F. FLOOR ELEV. (0'-0") STAINLESS HILTI HAS—E ANCHOR RODS @ WALL & f FTG_ ANCHOR TO - WALL/FOOTING USING HILT] HIT HY 150 ANCHORING SYSTEM. MIN. ROD EMBEDMENT=65/8". PLACE ANGLE 1'-6" FROM EACH EDGE OF PANEL. MIN_ 2/ PANEL A 3" CL. TYP. FLOOR SLAB PER FOUNDATION PLAN L 16 F. FLOOR ELEV. (SEE PLAN) #4 BA x 4'-0" @ 2, If' _­­_ _ n , v — c..-r v.v_ — #4's @ 24" 0_C. BEND EA. BAR 4'-8" INTO SLAB_ Q 3 #5s @ 12" O.C. #4s @ 12" O.C. 2" CL. TYP_ DOWELS SAME SIZE & SP. AS VERTICAL REINF_ (4) — #4 BARS CONT. f #4 BAR @ 12" O.C. 4 SECTION THRU DOCK WALL S-4.2 SCALE: 3/4" = 1'-0" A Rik ' 2 SECTION AT COMMON WALL JS-4.2 SCALE: 3/4" = 1'-0" i I I I CONT. MC 10 X 28.5 W/ ALTERNATING STRAP ANCHORS TO YIELD 10" SPACING_ I I TILT —UP WALL BEYOND 2'-0„ 1'-10" MIN. LAP SPLICE _ #4's @ 12 O.C. . o li—I i Q o #4's @ 12" O.C_ 0 w ° ui #5's @ 12" O_C_ a. DOCK SLAB PER 2» CL. TYP. FOUNDATION PLAN ° 4. ° ., DOWELS SAME SIZE & SP. 4 7" AS VERTICAL REINF_ a 4 a. ° ° 4 .. Q (4) — #4 BARS CONT. d a 4 j a 3" CL. #4 BAR @ 12" O.C. TYP._�`�__ 2'— F) SECTION AT DOCK SCA13V4" = 1'-0" SEE PLAN FOR SLAB INFO. 1 2 Mir%% FAM SEE CIVIL FOR SLAB INFO. (3) #4 BARS _ 1 CONT. STOREFRONT SECTION SCALE: NONE FLOOR SLAB PER FOUNDATION PLAN 1 F_ FLOOR ELEV_ (SEE PLAN) RS x 4'-6" @ 24" O.C. PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning Ira,. 770.394.1616 rst 770.394.1314 EU o ' RB E P G H EA ANCHOR B C 0 CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q3 05/ 28/ 04 ARCH/ STRUC. COORD. 0 07/ 26/ 04 MISC. WE ITEMS This document is p Phillips Partnership. PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership. PC_ TENANT .990106 PETCO 2201 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 JLV/RWG DRAWING TITLE FOUNDATION DETAILS SHEET NUMBER J S 4 !1 T GE a'30328 ROOF DECK PER FRAMING PLAN 3/4"x6"x6" STABILIZER PL — WELD TO COLUMN — DO NOT WELD TO JOIST GIRDER 1 SECTION JS-5.1 SCALE: NONE 0 L4x4x 1/4" x 0'-5" LG. FULLY FIELD WELD TO COLUMN AND TUBE ILT.S_ BEAM 74" 1/2"x4"x�TUBE WIDTH MINUS 1 ") SEAT h'_ WITH /$ x4"x(TUBE HEIGHT MINUS 1") GUSSET SLOT TUBE AND WELD TUBE TO SEAT R T.S. COLUMN FULLY WELD TO COLUMN BOLT JOIST TO JOIST GIRDER AT COLUMN USING T.S. COLUMN SEE PLAN FOR SIZE TYP. EACH 3/t<^" TUBE T.S. BEAM TYPICAL TUBE CONNECTION SCALE: NONE WELD JOISTS TO JOIST GIRDER TYP. UNLESS NOTED JOIST GIRDER BY SUPPLIER SEE PLAN FOR COLUMN SIZE W/ 3/4» CAP PL W/ (2) — %' GUSSET PLATES AND (4) — 3/4" DIA. BOLTS. NG VARIES OL 1� 0 71/4" TILT —UP PANEL 4—#10-16 SCREWS EACH STUD. TYP. T. PARAPET ELEV. (SEE ARCH.) 5"x5"x5" LONG x 18 GA CLIP ANGLE W/ 2— 3/16 0 HILTI KWIK—CON it FASTENERS (13 /4 MIN EMBED) AT EACH STUD. ('2'� SECTION y S-5.1 SCALE: NONE t!� 0 EXTERIOR FACE OF TILT —UP WALL `3", 20 GA IETAL STUDS 4 6" O.C_ SEE ARCH 'OR SIZE AT VARIOUS .00ATIONS_ 8", 20 GA METAL TRACK EACH END. 9 TYP. PARAPET CONNECTION —5.1 SCALE: 3/4" = 1'-0" JOIST BEYOND WELD L4x4xY4 STRUT TO TOP CHORD OF JOISTS L3x3x 1/4" STRUT JOIST GIRDER BEAM TO GIRDER CONNECTION SCALE: 3/4" = 1'-0" FAI D_ BEARING ELEV. (SEE PETCO PLAN) 0 T STEEL= DBE JOIST BEYOND 16" MI WELD EAC SIDE OF J 0 EXTERIOR FACE OF T. PARAPET ELEV. /CC'C' DAME-1 M M/A71r)Kic-) d j EE ADJACENT TENANT S FOR ROOF FRAMING DETAILS. " F—UP CONCRETE _L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT -I "IV" 'L /8 AZ_ h 1 —V (Fy = 36 k.s.i_) FULLY WELD TO CONTINUOUS ANGLE CHORD ELEMENT TYPICAL AT EACH ANGLE JT. G.C. NOTE: DO NOT PROVIDE DIAPHRAGM SPLICE AT EXPANSION JOINT LOCATIONS. WALL DIAPHARM CHORD SPLICE SCALE: 11/2" = 1'-0" 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 101 MIN PER SJV 1/4> V 2» BEARING PLATE. G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY, 1/ " PANEL JOINT ('7'� CONNECTION JS-5.1 SCALE-. 1 1/2" = 1'-0" WELD DECK TO L, EXPANSION ROOF DECK PER BOLT L TO WALL w/ 1/—" Ax4' LONG FRAMING PLAN ANCHORS (9 32" O.C. SEE DETAIL 3/KS5.1 DECK BEARING ELEV. FOR ANGLE TO ANGLE SPLICE DETAIL. Y (SEE FRAMING PLAN) I a 121/ "x113/4" BLOCKOUT ON �CH SIDE OF PANEL a 1/4" 2» MIN PER JOINT FOR JOIST GIRDER BEARING. a 1/4" V 2" SJI AT SIM. PROVIDE 121/2"x231/2" BLOCKOUT. 3/8"x5"x111/2" BEARING PLATE w/ 2) JOIST PER 1/2"Ox4" LONG HEADED STUDS 7 FRAMING PLAN (7" GAGE). ds-5.1 d a AT SIM. PROVIDE (2)—%"x5"x111/2" BEARING PLATE. d DO NOT WEV CHORD OF TO ANGLE. a a. d d 4 L3x3x 1/4" CONT JOIST GIRDER PER FRAMING PLAN L5x31/ "x3/ "x0'-9" LONG GC NOTE: REFER TO ARCH w/ (2� 1/2'0x4" EMBEDMENT DRAWINGS FOR LOCATION EXPANSION ANCHORS. OF ALL EXTERIOR REVEALS NOTE: SIM. CONDITION OCCURS WHEN JOIST GIRDER BEARING IS NOT A PANEL JOINT. ('6 TYP. JOIST GIRDER BEARING AT PANEL JOINT J9-5.1 SCALE: 3/4" = 1 '-0" HEADED STUDS M � S N�HILLi PARTNERSHIP Architecture • Interior Design • Punning REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 CHORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. CHORD, This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT in 2201 W.P. BALL BOULEVARD PROJECT TEE 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 JLV/RWG DRAWING TITLE FRAMING DETAILS SHEET NUMBER JS=5ml T. (SE D. (SI METAL DECK PER FRAMING PLAN. STD. BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG. PER ZING PLAN. � 1 _� SECTION AT DECK BEARING W/ PARAPET JS-5.2 SCALE: 3/4" = 1'-0" T. PARAPET ELE (SEE ARCH.) 3 /16 3" 3/., 3" J. BEARING ELEV. 16 (SEE FRAMING PLAN) R. 3/8"X6" CONT. WITH 1 /2" DIA. X 4" LONG HEADED STUDS AT 12" O.C. L3x3x 1/4" CONT_ WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/JS-5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. 1/8 1 " MIN PER 1/,, 1,.SJI ROOF DECK PER FRAMING PLAN JOIST PER FRAMING PLAN. 5� SECTION AT JOIST BEARING W/ PARAPET -5.2j SCALE: 3/4" = 1'-0" SEE SHEET S6.1 FOR PANEL DESIGNATIONS & CORRESPONDING PANEL ELEVATIONS / REINFORCING ON SHEET S6.1. (NOT SHOWN FOR CLARITY) ELEV. TOP OF PL. AND BEAM EMBED. PL. 1 /2"x(SEE 6/JS-5.2) WITH 6-3/4"0 HEADED STUD ANCHORS. TILT —UP PANEL 71/4" NOTE: DECK AND JOISTS OMITTED FOR CLARITY STD. DOUBLE ANGLE A.I.S_C. CONNECTION BEAM SEE PLAN Zi­� 2 TYP. BEAM BEARING DETAIL S-5.2 SCALE: 3/4" = 1'-0" (NON -PANEL JOINT) SEEPLC "' rnn BEAM SI STD. DOUBLE ANGLE A.I.S.C. CONNECTION w N V) Q w m NOTE: OFFSET EMBED It AS NEEDED AT PANEL EDGE CONDITIONS 11, 6 BEAM BEARING DETAIL S-5.2 SCALE: 3/4" = 1'-0" 0 EXTERIOR FACE OF T_ PARAPET ELEV (SEE PANEL ELEVATIONS) L ° a 21 If. 71/4" TILT —UP PANEL 4" GIRDER BEARING (MIN PER SJI SPECS 1004.4) MIN PEI S, L3x3x 1/4" CONT. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" Ox4" LONG ANCHORS @ 32" O.C. SEE DETAIL 3/KS5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. DECK BEARING ELEV_ (SEE FRAMING PLAN) \N C 5"x121/2"x1'-111/2" BLOCKOUT a FOR JOIST GIRDER BEARING. 1 1/4 2 MIN PER 5 /4 SJI 2" 3/ "x24" LONG BENT PLATE w/ 4. (4J #3 x 4'-0" LONG A7 6 REINFORCEMENT AND (4)" '/2" Ox4" JOIST PER LONG HEADED STUDS (7 GAGE)_ 4 FRAMING PLAN 5" J5-5.2 a �N N ' Tv DO NOT WELD BOTTOM CHORD OF GIRDER (4) 1/ "0 HEADED STUDS TO ANGLE. a (4) #3 A706 BARS. a a ° GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS SEE I BEAM 9" LONG w/ (2� 1//1 a " EMBEDMENT EXPANSION ANCHORS. BEARIM F- HEADED STUDS #3 A706 BARS CONNECTION tJS-!5.,2)SCALE: 1 1/2" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN 3 TYP . JOIST GIRDER BEARING NOT AT PANEL, JOINT —5.2 SCALE: 3/4" = 1'-0" '�_ JT_ PLAN SEE SHEET S6.1 FOR PANEL DESIGNATIONS & CORRESPONE PANEL ELEVATIONS / REINFOR QHEET S6.1 _ 1'-3" LONG 1/2" 0 x 4" LONG FU DS CONN. BEAM WEB. IBED. T_ FABRICATOR NOTE: BEAM MAY BE SLIGHTLY OFFSET FROM JOINT �. BEAM BEARING ON PAENL JOINT SCALE: 11/2" = 1'-0" mpm"'HILLIPS PARTNERS H I Architecture • Interior Design • Planning "'-- 770.3941616 ` 770.3'94 3314 REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 CHORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. CHORD. 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 in co 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMEMCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLV/RWG DRAWING TITLE FRAMING DETAILS SHEET NUMBER Is_ __— --- .__ _.. 0 PROVIDE 16 GA_ RUNNER SHOOT RUNNER TO ANGLE W/ 0.145" 0 HILTI X-DNI PINS @ 16" O.C. SCREW FLANGES OF RUNNER TO FLANGES OF STUDS W/ (2) # 10-16 SCREWS ' 16 SCREWS ® 12" O.C. NER SUPPORTS SHEAR WALL BOUNDARY ' 1 CANOPY SECTION JS-5.3 SCALE: 3/4" = 1'-0" %"x12" CONT. R WELD T_ TO JOISTS PROVIDE L6x6x5/16 WELD ANGLE TO R WELD DECK TO R 2 )1 CANOPY RETURN OVER BUILDING -5•3j SCALE: 3/4" = 1'-O" #10-16 SCREWS @ 8" O_C. @ ALL SUPPORTED EDGES T/PARAPET SEE ARCH. 'OVIDE 20 GA. RUNNER END OF STUDS ;REW FLANGES OF RUNNER FLANGES OF STUDS 1 (2) #10-16 SCREWS PER FLANGE 16" O.C. 40OS162-33 METAL STUDS @ 16" 0_C. F3 METAL 16" O.C. A. RUNNER R TO R W/ (2) X-DNI PINS __S OF RUNNER )F STUDS 16 SCREWS _L - VARIES . LAN ,8.2 W/ 'x 12" T_ 0 JOIST AC K TO R W/ HILT] X-DNI PINS x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x HORIZONT L STUDS x x IF HEIGHT OF WALL REQUIRES x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxx x x x x x x x x x x x x x < x x x x x x x x x x x x x x x x x x x x 16 TYP. x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxx xx xxxxx x x x x x x x x x x x x x x x x x x x x x x x v x x x x x x x x x x x x x X x x x x x X x x x x n X x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx L x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x METAL STUD FRAMING 1'- 770.3941616 ` 770.394.1314 RF p K RB F F G H A ANCHOR E C D - CONSULTANT HAINES9 _91MR, UIPSON ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION Q 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 26/ 04 MISC. V/E ITEMS This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below_ All rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT aloft 1901011h., U(;O 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMEWCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLV/RWG DRAWING TITLE ' FRAMING DETAILS SHEET NUMBER ` COST PLUS J I 7 J Uri I �i 0 ly 5'-4 1/2" JOINT I 7y4" iW 0 u T/PANEL I a EL. 25'-91/2" D.B_E_ -- - SEE COST PLUS D.B_E. EL. 21'-10" PANEL BEYOND V) 0 1 z COST PLUS COLUMN LINE I� ! r l SIDE ELEVATION SCALE: 1/8" = 1'-0" COST PLUS COLUMN LIN SIDE ELEVATION SCALE: 1/3" = 1'-0" 770.394.1616 'a" 770.3943314 RF RE K RB E r G H C A ANCHOR B C 0 3\ T/PANEL EL. 25'-91/2" D.B.E. EL_ 21'-10" D_B.E_ SEE SHOP D A F.F.E. ELEV_ 0'-0" B/PANEL ELEV. -0'-7" T/FTG. ELEV_ -0'-8" i REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS Q3 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. V/E ITEMS COST PLUS COST PLUS COST PLUS , COLUMN LINE cr j 'r' F '� l i J ' This document is 8 Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with Ti 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 1/2„ 7y4„ 2'-0" 1/2" JOINT 19'-6" 19'-6" 19'-6" 16'-93/4"�"' i z c� IPt I %W JP-8 JP-9 z JP- 00 5P-11 j T/PANEL EL. 25'-91/2" T/PANEL-D.B.E. SEE COST PLUS D.B. E. EL. 18'-4" BACK WALL PANEL BLDG. TERMINATES AT THIS POINT 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMEWCAN PROPEMES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLV/RWG DRAWING TITLE PANEL ELEVATIONS SHEET NUMBER Ei MITER CORN #E ,CH TIE SCALE: 1/8" = 1'-0" BACK ELEVATION SCALE: 1/g" = 1'-0'. 3 T/PANEL EL. 25' -91/2" D.B.E. EL. 18' -81/2' A r ELEV. 0'-0" EL ELEV. -0'-1 1 " INV T/FTG. ELEV. -1'-0" REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS 0 05/ 28/ 04 ARCH/ STRUC. COORD. 07/ 26/ 04 MISC. WE ITEMS This document is ® Phillips Partnership, PC and is considered 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 in P�� Adft Almilik, IETV00 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER ` 0 SANFORD, FLORIDA CLIENT NORTH AMEWCAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLV/RWG DRAWING TITLE PANEL ELEVATIONS SHEET NUMBER isma.2 PHILLIPS P A R T N E R S H I P Architecture ° Interior Design ° Planning 770.3941616 ftx 770.3941314 RE K D A ANCHOR B RB C D E F G H CONSULTANT Jordan & Skala Engineers, Inc. Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL ise@jordanskolo.com COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC. SEAL 411 REVISIONS # DATE DESCRIPTION 0 06/01/04 !` MEP COORDINATION 0 07/26/04 Misc. WE Items 08/02/04 Relocate RTUs per 2004 Prototype This document is D Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT PET'CO 2201 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT Nil NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY MLW/GMS DRAWING TITLE SHELL FLOOR PLAN HM.A.C, SHEET NUMBER i M 1 1 °111 CENTRAL PARK WEST SUITE 411 LANT •' 1 s I I I If1LLLV IIV VLI\I IVf1L. SHELL FLOOR PLAN SCALE: 1 /8'° _ V-0" REVISION # 17 SUMMARY A. REVISED PLAN TO MEET TENANT CRITERIA REVISION # 13 SUMMARY A. OMITTED GAS PIPING REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS .00-11111110M P A R T N E R S H I P Architecture - Interior Design • Planning 770.394.1616 770.3941314 RF RE K D RB C D E F G H A ANCHOR B CONSULTANT Jordan & Skala Engineers, Inc. Project Number • M0070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMAIL: jse®jordonskalo.com COPYRIGHT© 2004 JORDAN & SKALA ENGINEERS INC. SEAL �tJ REVISIONS # DATE DESCRIPTION Q 06/01/04 MEP COORDINATION 0 07/26/04 Misc. VIE Items 07/26/04 MEP SHELL REVISIONS This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC, TENANT PETCO 2201 W.P. BALL BOULEVARD PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY JMVV/RVVF DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER i P 1 •011 CENTRAL PARK WEST SUITE .ee ATLANTA, GEORGIA-30328 f, I KEY NOTES: (D 2-4" EMPTY CONDUITS WITH PULL WIRES FROM UTILITY COMPANY PAD MOUNTED TRANSFORMER. TERMINATE AT CT CABINET. REFER TO EO.1 FOR CONDUIT CONTINUATION AND TRANSFORMER LOCATION. O2 2-4" EMPTY CONDUITS WITH PULL WIRES FROM TELEPHONE COMPANY'S DEMARCATION POINT. TERMINATE CONDUITS 6" AFF AT TENANT'S TELEPHONE BACKBOARD. COORDINATE EXACT TENANT TELEPHONE BACKBOARD LOCATION WITH TENANT SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH -IN. REFER TO CIVIL ENGINEERING PLANS FOR CONDUIT CONTINUATION. PROVIDE CT CABINET AND UTILITY METER SOCKET FOR TENANT'S ELECTRICAL SERVICE. COORDINATE CT CABINET AND METER SOCKET REQUIREMENTS WITH UTILITY COMPANY. PROVIDE A MINIMUM 2" EMPTY CONDUIT BETWEEN CT CABINET AND METER, COORD. WITH UTILITY. 4 EXTEND 2-4" EMPTY CONDUITS WITH PULL WIRES TO TENANT'S MAIN DISTRIBUTION PANEL LOCATION. COORDINATE EXACT TENANT MAIN DISTRIBUTION PANEL LOCATION WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH -IN. 0 EXTEND HOMERUN TO TENANT'S FUTURE PANEL LOCATION AND TERMINATE ABOVE PANEL FOR _FUTURE CONNECTION BY TENANT. COORDINATE EXACT LOCATION OF TENANT'S ELECTRICAL PANELS WITH TENANT'S SITE SPECIFIC FITUP PLANS PRIOR TO ROUGH -IN. (�NFI I R nnp PI AN - PETC0 - ELECTRICAL SCALE: 1 /8" = V--U" REVISION # 17 SUMMARY A. REVISED SERVICE ROUTING TO TRANSFORMER B. ADDED LIGHT FIXTURE TYPES. REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning 770.3941616 P- 770.3941314 Rr= IJ K D RB O D E P G H LA: ANCHOR B CONSULTANT 71 Jordan & Skala Engineers, Inc. Project NLunber • W0070 73 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- jse®jordanskala.com COPYRIGHT © 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 0 06/01/04 MEP COORDINATION 0 07/26/ 04 MEP SHELL REVISIONS This document is © Phillips Partnership, PC and is considered an Instrument of Service and is solely for use -with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT -yc PEr-j�tTTfov;l a� 2201 W.P.,,BA, L.BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER `SANFORD, FLORIDA • CLIENT. �i NORTH AMERICANyfROPERTIES NORTH AMERICAN_PROPERTIES - ATLANTA 1080 HOLCC v1B B,RIDGE ROAD BUILDING 200, SUITE 150 �'ROSWELL, GA 30075 TEL (770) 645;6566i,FAX (770) 643-9540 PHILLIPS JOB NZUMBERr� 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AVVO/CCJ DRAWING TITLE:,,, 'SHELL FL'OOF PLAN ELECTRICAL SHEET Wk4,, �R 3 A ' CENTRALPARK, SUITE .00 •R