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1501 WP Ball Blvd 05-384 New construction DSW shoes
., j�:: ,�� � � r� .� qti.�., j y^w �;:�' +`k•yP`f �`^� °- 1 t ��n A {� 5� / /Z 4 IA-6 REVISIONS )ERMIT # DATE ADDRESS ""IONTRACTOR �Jot)n� L ?H # FAX# DESCP-RITION OF REVISION: I ny,,-e:nno- CuviRto rune 6zf,,vs - /10joto n oV eloogs -Ccrkkj pit —/Z,vi UTILITY IMPACT FEES UTILITIrs: -FIRE 7N BLDG JAN APPROVED VENDOR LIST NO ` P,190P j - RESPONSIBILITY NO. VENDOR RESPONSIBILITY EXTERIOR SIGNAGE 6 PAUL SROUFE 1 AMBER RONYON CARPET I BRANHAM SIGN COMPANY, INC. I' MOHAWK INDUSTRIES SEE NOTE 1 BELOW 127 CYPRESS STREET 2395 SETTERLIN DRIVE „w REYNOLDSBURG, OH 43068 COLUMBUS, OH 43228 QA (740) 964-9550 (614) 554-3924 wk (740) 964-9558 FAX (877) 323-7252 FAX sw,, HAROLD BROWN MILLWORK 2 7 KEN BROWNLEE PORCELAIN TILE A BENCHMARK WOODWORKS CO. SEE NOTE 1 BELOW HAMILTON PARKER (CROSSVILLE) 439 DUNLAP STREET 1865 LEONARD AVENUE SEE NOTE 1 BELOW DELAWARE, OH 43015 COLUMBUS, OH 43219 (740) 363-2525 (614) 358-7799 (740) 363-4970 FAX (614) 358-2315 FAX 2 MIKE CALIMIRI / SEBASTIAN MILLWORK 8 PHONE AND DATA ADAM THOMAS B ARTONE MANUFACTURING CO. SEE NOTE 1 BELOW EXPANETS 101 INSTITUTE STREET 4150 TULLER ROAD, #228 JAMESTOWN, NY 14701 DUBLIN, OH 43017 (716) 664-2232 (614) 526-6506 (716) 664-1511 FAX (614) 761-3299 FAX 3 AMBER RONYON FABRIC AWNINGS RENEE MOORE ;" MUSIC SYSTEM 9 A BRANHAM SIGN COMPANY, INC. (SUNBRELLA) MUZAk 127 CYPRESS STREET 3318 LAKEMONT ROAD REYNOLDSBURG, OH 43068 I' FT. MILL, SC 29715 A (740) 964-9550 (803) 396-3061 (7411 0) 964-9558 FAX (803) 396-3075 FAX 3 TIM KELLOGG FABRIC AWNINGS 10 NOT USED B CAPITOL CITY AWNING (SUNBRELLA) 577 N. FOURTH STREET COLUMBUS, OH 43215 (614) 221-5404 (614) 365-9420 FAX 4 CHUCK SIBIO / LLOYD NEWMAN LIGHTING AND ELECTRICAL EXTERIOR COLUMN 11 HARVEY LEUIN LOEB ELECTRIC HARVEY LEUIN AGENCY, INC. COVERS AND BASES 915 WILLIAMS AVENUE 120 MILL STREET COLUMBUS, OH 43212 GAHANA, OH 43230 (800) 215-5664 (614) 478-5000 (614) 294-7640 FAX (614) 478-5155 FAX 5 RAZI DOLE HVAC LOADING DOCK 12 LOUISE LENNOX INDUSTRIES KELLEY COMPANY. INC. EQUIPMENT 3750 BROOKHAM AVENUE 6720 N. TEUTONIA AVENUE GROVE CITY, OH 43123 MILWAUKEE, WI 53209-0993 (614) 871-2952 (SDO) 558-6960 (614) 871-0854 FAX (800) 883-3296 FAX 1. ITEM(S) SUPPLIED BY DSW SEE RESPONSIBILITY SCHEDULE. NOTE: CONTACT BUD KRUEGER (614-238-5753) AT DSW TO COORDINATE PRODUCT DELIVERY. RESPONSIBILITY SCHEDULE GENERAL _ CONTRACTOR _J J J Q 0 Z DSW _J rn J z PERMITS • • 03000 FLOOR LEVELING • • 03300 CONCRETE • • 06200 ROUGH & FINISH CARPENTRY • • 06400 MILLWORK COUNTERS AND SHELVING • • COORDINATE WITH DSW CONST, MANAGER • • COORDINATE WITH DSW CONST. MANAGER FIXTURES • • COORDINATE WITH DSW CONST. MANAGER 07530 MEMBRANE ROOFING SYSTEM • • 07920 SEALANTS • • 08210 DOORS, FRAMES AND TRIM • • 08330 OVERHEAD DOCK DOOR • • PURCHASE FROM VENDOR #12 08400 ELIASON IMPACT DOORS • • 08710 DOOR FINISH HARDWARE • • LIGHT GAUGE METAL FRAMING • • 09110 09250 GYPSUM WALL BOARD • • 09510 ACOUSTICAL CEILING SYSTEM • • 09650 RESILIENT FLOORING • • COORDINATE WITH DSW CONST. MANAGER COVE BASE • • PORCELAIN TILE • • 09680 CARPETING • • COORDINATE WITH DSW CONST. MANAGER TRANSITION STRIPS • • 09900 PAINTING • • 10155 TOILET COMPARTMENTS • • 10440 EXTERIOR SIGNAGE • • COORDINATE WITH VENDOR JUST DSW GRAPHICS, ALL OTHER INTERIOR SIGNAGE BY G.C. [ PURCHASE FROM VENDOR #3A Ok 3B INTERIOR SIGNAGE STOREFRONT AWNINGS • • • • • • 10500 LOCKERS 10520 FIRE EXTINGUISHERS • • • • 10550 REFRIGERATOR 10800 TOILET ACCESSORIES • • 11160 LOADING DOCK EQUIPMENT • • PURCHASE FROM VENDOR #12 OFFICE EQUIPMENT • • OFFICE GLAZING • • 15000 HVAC SYSTEM / ROOF TOP UNITS • • PURCHASE FROM VENDOR #5 DUCTWORK / AIR DEVICES & ACCESSORIES • • 15400 PLUMBING SYSTEM • • 15500 SPRINKLER SYSTEM • • BY FIRE PROTECTION SUBCONTRACTOR 16000 ELECTRICAL SYSTEM • • PURCHASE FROM VENDOR #4 LIGHTING FIXTURES • • PURCHASE FROM VENDOR #4 BUILDING SECURITY SYSTEM • • BY DSW DESIGNATED VENDOR TELEPHONE & DATA CABLING & EQUIPMENT • • SUPPLIED BY VENDOR #8 SOUND SYSTEM • • SUPPLIED BY VENDOR #9 FIRE ALARM SYSTEM • • OWNER: ARCHITECT CIVIL: STRUCTURAL: MECHANICAL/ PLUMBING: ELECTRICAL 53 B LANDSCAPE ARCHITECT: GENERAL_ CONTRACTOR TENANT: BUILDING DEPARTMENT: FIRE DEPARTMENT: 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 TEAM P R00"" J E CT MEMBERS INFORMATION 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 JORDAN & SKALA 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 JORDAN & SKALA 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 JEFF PAPE TEL: (770) 643-6566 FAX: (770) 643-9540 ROB FRENCH DWIGHT BAILEY TEL: (770) 394-1616 FAX: (770) 394-1314 JEFF BRITTAIN TEL: (407) 898-1511 FAX (407) 898-4791 RANDY GIPSON TEL: (770) 491-7550 FAX: (770) 491-7750 LYNN WITCHER JEREMY WAITS TEL: (770) 447-5547 FAX: (770) 448-0262 TONY OWEN TEL: (770) 447-5547 FAX: (770) 448-0262 SITE SOLUTIONS DAVID FLOYD 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ATLANTA, GA 30342 FAX: (404) 459-9412 YOUNG CONTRACTING COMPANY RANDY THOMAS 8215 ROSWELL ROAD TEL: (770) 522-9270 BUILDING 400 FAX: (770) 522-9273 ATLANTA, GA 30350 DSW SHOE WAREHOUSE SCOTT BROWNFIELD 4150 EAST FIFTH AVENUE DIRECTOR OF STORE COLUMBUS, OHIO 43219 PLANNING (614) 238-4167 A (614) 238-5600 (614) 238-4210 FAX BUD KRUEGER NEW STORE CONSTRUCTION MANAGER (614) 238-5753 CITY OF SANFORD DON FLORIAN 300 N. PARK AVENUE SANFORD, FL 32772 TEL: (407) 330-5657 FAX: SANFORD FIRE DEPARTMENT TIM ROBLES FIRE PREVENTION DIVISION TEL: (407) 302-2520 P.O. BOX 1788 FAX: (407) 302-2526 SANFORD, FL 32771 SITE THE BRIAR CORPORATION CONTRACTOR: PO BOX 470264 LAKE MONROE, FL 32747 BOB HARRELL TEL: (407) 321-2773 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 1501 W.P. BALL BOULEVARD SANFORD, FLORIDA 32771 PD FRONT: 25'-0" REAR: 20'-0" SIDE: 10'-01, 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 * 200'-0" MAX. VICINITY MAP Valdez tm Saint Johns P.iver Estates ' Lake hlanroe i Astor Farms V a, ark pus �'ghhe , rl �h o L e Monroe li is+r S emmal �l arj Alderpn? -Park - iSaint jcseph> WEE tst 5t.; w a _ __... 4 a / '. i pl: I 4VIISOIt%Corn► P1. a l,. Pa. 3 `5dnford Markham { 11 r Paola' New salo �F r^P orial. t: Ra4enr1,; P.;rk: n ` F _ r�r k Paola. etary - r,, 4b ? th St ar a d ' Ib C s "i, -a ,ytar Lake i.lr met.r r �a i ";r�untry 10 61wb 1 < A � i Dd4336n Lake. c C Greenbr Lade Near Ntta` 02004 n R20 t rnm i - ©z WT-- r. Lake A - - -- NORTH AREA/EGRESS DATA SQUARE FOOTAGE: USE AREA (S.F.) 21,096 SQ. FT. PER PERSON OCCUPANT LOAD RETAIL 30 704 BUSINESS e 1,141 ''' 100 12 10 726 STORAGE 2,806 300 TOTAL OCCUPANCY 25,043 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. 53 D UNITS OF EGRESS REQUIRED (0.2"r726 PEOPLE) 146 INCHES # OF EXITS REQUIRED 3 (OCC. LOAD < 1000) MEANS OF EGRESS AT FRONT (PROVIDED) 128 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 80 INCHES # OF EXITS PROVIDED 6 TOTAL UNITS OF EGRESS (PROVIDED) 208 INCHES REVISION # 27 SUMMARY A. ADDED SHEET REVISION # 53 SUMMARY A. UPDATE TO APPROVED VENDOR LIST B. UPDATE TO RESPONSIBILITY SCHEDULE C. UPDATE TO DSW TEAM MEMBER INFO D. REVISED AREA/EGRESS DATA C11y SAWFORD DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET TITLE CA -A CA-B COVER SHEET SPECIFICATIONS & SCHEDULES CA-C SPECIFICATIONS FLOOR PLAN CA-1 CA-2 CEILING PLAN CA-3 PARTIAL PLANS AND DETAILS CA-4 VESTIBULE PLAN AND STOREFRONT DETAILS CA-5 ROOF PLAN CA-6 EXTERIOR ELEVATIONS CA-8 CANOPY SECTIONS CA-9 WALL SECTIONS CA-10 WALL SECTIONS CA-12 DETAILS CF-1 FIXTURE PLAN STRUCTURAL SHEET NO. SHEET TITLE S1.0 GENERAL NOTES, FOOTING SCHEDULE, RTU DETAILS S2.1 FOUNDATION PLAN S3.1 ROOF FRAMING PLAN S4.1 FOUNDATION AND PANEL SECTIONS AND DETAILS S4.2 FOUNDATION AND PANEL SECTIONS AND DETAILS S4.3 FOUNDATION AND PANEL SECTIONS AND DETAILS S5.1 FRAMING SECTIONS S5.2 FRAMING SECTIONS S5.3 CANOPY SECTIONS S6.1 TILT -UP ELEVATIONS MECHANICAL SHEET NO. SHEET TITLE CM-1 TENANT FIT -UP FLOOR PLAN H.V.A.C. CM-2 TENANT FIT -UP SCHEDULES AND DETAILS - H.V.A.C. CM-3 TENANT FIT -UP H.V.A.C. SPECIFICATIONS PLUMBING SHEET NO. SHEET TITLE CP-1 TENANT FIT UP FLOOR PLAN - PLUMBING_ CP-2 ENLARGED PLANS & ISOMETRICS CP-3 PLUMBING SPECIFICATIONS ELECTRICAL SHEET NO. SHEET TITLE CE-1 TENANT FIT UP FLOOR PLAN LIGHTING CE-2 TENANT FIT UP FLOOR PLAN POWER - CE-3 TENANT FIT UP NOTES, DETAILS ELECTRICAL CE-4 TENANT FIT UP NOTES, DETAILS ELECTRICAL CE-5 TENANT FIT UP NOTES, DETAILS ELECTRICAL CE-6 TENANT FIT UP NOTES ELECTRICAL PHILLIPS --iiii-111111""M - P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770-394.1616 770.394.1314 Rf HF K J �iC OR f3 ��A U E CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT A 01 / 06/ 05 TENANT COMMENTS This document is (r.) 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 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 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 ISSUE DATE 0208616 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE COVER SHEET SHEET NUMBER CA=A STOREFRONT DETAILS 6'-0° (a) FINISH SCHEDULEFLOOR ORCELA NARPE AT FNTRYL WITW TO SUPPLY CET, VINYL H MIRE SND FM MATERIAL SYMBOL MANUFACTURER NUMBER 747 COLOR PEBBLE BEACH DESCRIPTION SUPPLIED BY Dnh AND INSTALLED BY G.C. TEXTURE 12" x 12' x 1/8" CARPET CRT-1 MOHAWK CLOISONNE VINYL VCT-1 CONGOLEUM CH-12 STONE WHITE FLOOR ADHESIVE AS RECOMMENDED BY MANUFACTURER TILE ACRYLIC FINISH: SC JOHNSON WAX, COMPLETE WAX BEFORE DSW FIXTURING. SUPPLIED BY DSW AND INSTALLED BY G.C. FLOOR TS-1 JOHNSONITE #28-H CARPET TO VCT TRANSITION TRANSITION STRIPS TS-2 SCHLUTER SYSTEMS RENO-TK CARPET TO PORCELAIN TILE TRANSITION AT VESTIBULE AETK 80 (8MM - 5/16") VINYL BASE VB-1 JOHNSONITE BLACK 4" HIGH BASE PAINT IP-1 PRATT & LAMBERT 2321 WHITE CAP GREY EGGSHELL FINISH REFER TO ROOM FINISH SCHEDULE SEMIGLOSS FINISH. LOUNGE, RESTROOMS, COLUMNS, CORRIDOR & OFFICE IP-2 PRATT & LAMBERT 2244 PEARL WHITE FLA- IP-3 PRATT & LAMBERT 1731 VIBRANT YELLOW SEMI -GLOSS FINISH IP-4 PRATT & LAMBERT 2312 STEEL WOOL SEMI -GLOSS FINISH - DOORS AND FRAMES FISSURED CORTEGA MINABOARD 4769 SUSPENDED ACT-1 ARMSTRONG WHITE, NOW ACOUSTICAL INDUSTRIES DIRECTIONAL 24" x 48" x 5/8", SQUARE CUT, (WHITE ON WHITE) TILE WITH 15/16' PRELUDE GRID AND LOCK -DOWN CLIPS. 12 x 12 PORCELAIN CT-1 CROSSVILLE A-880 TILE SUPPLIED BY DSW AND INSTALLED BY G C. CD SPECIFICATIONS (REFER TO SHEET 'CA-C' FOR ADDITIONAL SPECIFICATIONS.) GENERAL CONDITIONS 1. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS, IS PROHIBITED. TITLE TO THESE DOCUMENTS REMAINS WITH THE ARCHITECT. VISUAL CONTACT WITH THESE DOCUMENTS IS PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. 2. THE A.I.A. DOCUMENT A201, GENERAL CONDITIONS, CURRENT EDITION, SHALL APPLY AT THE PROJECT. A COPY OF THE GENERAL CONDITIONS IS AVAILABLE AT THE OFFICES OF THE ARCHITECT. 3. GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD. 4. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS. IN PARTICULAR: OVERALL WALL DIMENSIONS, SOIL CONDITIONS, INCOMING UTII ITIES, ETC. GFNFRAL CONTRACTOR IS TO REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK. 5. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUBCONTRACTORS FOR A PERIOD OF ONE (1) YEAR COMMENCING WITH THE DATE OF TOTAL COMPLETION OF THE WORK. 6. WORK IS TO BE PERFORMED IN ACCORDANCE WITH GOVERNING CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR REQUIRED BUILDING PERMITS. 7. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. 8. ALL MATERIAL SPECIFIED IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS, WITHOUT 'DSW APPROVAL. ARE AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE, (MATERIALS AND LABOR). WALL FRAMING & CARPENTRY 1. WALLS TO BE FRAMED WITH 3 5/8" STEEL STUDS OR 6" STEEL STUDS AS SHOWN ON THE DRAWINGS. REFER TO PARTITION LEGEND ON SHEET CA-1, (FLOOR PLAN). 2. ALL WALLS WHICH ARE FRAMED TO ROOF DECK ARE TO BE CONSTRUCTED WITH DETACHED TOP PLATE, REFER TO DETAIL 5/CA-3. 3. DIMENSIONAL LUMBER TO BE FIRE RETARDANT. GYPSUM BOARD 1. GYPSUM BOARD TO BE TAPED, RECEIVE THREE COATS SPACKI-F_, SANDED, RECFIVF METAL CORNER BEADS AT ALL CORNERS AND EDGES, BEDDED AND SANDED FOR FINISH. ALL WORK TO CONFORM TO U.S. GYPSUM STANDARD SPECIFICATIONS OR EQUAL. VISIBLE JOINTS ARE NOT ACCEPTABLE. 2. INTERIOR GYPSUM BOARD WALLS AND CEILINGS TO BE 5/8" MATERIAL. CEILING SYSTEMS 1. ACOUSTICAL TILE: FISSURED CORTEGA MINABOARD #769 24" x 48" x 5/8", SQUARE CUT, (WHITE ON WHITE) WITH 15/16" PRELUDE GRID AND LOCK -DOWN CLIPS. 1771AIIC1"r % TA' N of m tv 0 2' 2" 2" 2' 2- 1'-8" F-7' 1'-7" 1'4" �(V M N N -- NN -- Q T T PT T N T T NN T T N - CN T L N 1. PAINTING / STAINING: A. PAINT/STAIN TO HAVE NO SUBSTITUTIONS. B. CONFIRM SUITABILITY OF WALLS TO RECEIVE PAINT AS SPECIFIED. REPAIR OR REPLACEMENT OF A POOR FINISH DUE TO INSTALLATION OVER AN UNSUITABLE SURFACE IS THE CONTRACTOR'S RESPONSIBILITY. C. HVAC DIFFUSERS TO MATCH CEILING FINISH IN WHICH THEY OCCUR. D. MATERIAL WORKMANSHIP SHALL PRODUCE A FIRST CLASS INSTALLATION OF UNIFORM QUALITY WITHOUT LAPS AND STREAKS. 2. PAINT -EXTERIOR WORK: A. PAINT CONC, PER ELEVATIONS ON SHEET CA-6 3. PAINT - INTERIOR WORK (REFER TO PAINT SCHEDULE THIS SHEET) A. GYPSUM BOARD - SALES AREA, & STOCKROOM (1) PRIME COAT/SEALER - PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2321 WHITE CAP GRAY TO T-0" AFF. - PRATT & LAMBERT EGGSHELL #2321 WHITE CAP GRAY FROM T-0" AFF TO DECK. 0 B. GYPSUM BOARD - COLUMNS, RESTROOM, LOUNGE, CORRIDOR, OFFICE (1) PRIME COAT- PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2321 WHITE CAP GRAY C. HOLLOW METAL DOORS AND FRAMES (1) PRIME COAT- PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2312 STEEL WOOL * REFER TO ELEVATIONS ON SHEET CA-6 FOR EXTERIOR PAINT COLORS. D. FERROUS METAL (EXPOSED STEEL, SPRINKLER LINES, DUCTWORK) (1) PRIME COAT - PRATT & LAMBERT METAL PRIMER (2) FINISH COATS - PRATT & LAMBERT SPRAY LATEX FLAT #2244 PEARL WHITE (USE THE DRYFALL PRODUCT) E. PROVIDE OWNER WITH ONE GALLON CONTAINER OF EACH COLOR AND SURFACE TEXTURE. LABEL EACH CONTAINER WITH COLOR, TEXTURE AND ROOM LOCATIONS. CARPET 1. COLOR: M0HAWK CLOISON NE #747 "PEBBLE BEACH" SUPPLIED BY DSW AND INSTALLED BY G.C. 2. G.C. TO PROTECT CARPET WITH 6 MIL VISQUEEN PLASTIC DURING CONSTRUCTION AND PRIOR TO DSW FIXTURING. 3. VINYL TRANSITION STRIPS AT ALL EDGES: REFER TO FINISH SCHEDULE ON SHEET CA-4. 4. FLOOR SURFACE TO BE PROPERLY PREPARED WITHOUT HOLES, CRACKS OR BUMPS. INSTALLATION TO BE GLUE DOWN METHOD, USING LATEX BASED MASTIC, ROBERT SEAM SEALER #4015, OR EQUAL. 5. CARPET TO BE TURNED OVER TO DSW CLEAN, WITHOUT STAINS OR SNAGS. 6. DEBRIS TO BE REMOVED FROM PREMISES, ANY PIECES 4'-0" OR LARGER TO BE ROLLED AND STORED IN WAREHOUSE. N N N ,P-r 2" T-9" 2" 1'-9" 2. 1' s' 2. 11-9. 2 41 13, k PORCELAIN TILE 1. FLOOR SLAB TO BE PREPARED FOR PORCELAIN TILE FINISH. GRIND, FILL AND LEVEL AS REQUIRED FOR THIN -SET TYPE INSTALLATION. APPLY BONDING AGENT (MAPEI-KERABOND AND KERAILASTIC OR EQUAL) (GRAY) TO AREA PRIOR TO I NSTALL. 2. TILE AND GROUT JOINTS TO BE FREE OF MORTAR HAZE. 3. SPECIFICATIONS PER TILE COUNCIL OF AMERICA HANDBOOK FOR LATEX PORTLAND CEMENT MORTAR TO CONFORM WITH #A108.5. 4. THIN SET INSTALLATION METHOD PER TILE COUNCIL OF AMERICA HANDBOOK FOR PORCELAIN TILE INSTALLATION #A118.4 FOR LATEX PORTLAND CEMENT MORTAR. 5. DSW TO SUPPLY GROUT AND TILE. G.C. TO INSTALL. VINYL TILE AND BASE 1. VINYL COMPOSITION FLOOR TILE TO BE SUPPLIED BY DSW AND INSTALLED BY G.C. REFER TO FINISH SCHEDULE ON SHEET CA-4. VINYL BASE TO OCCUR AT ALL GYPSUM BOARD SURFACES 2. CLEAN FLOOR AND APPLY PROTECTIVE ACRYLIC FLOOR FINISH PRIOR TO DSW FIXTURE SETUP- 3. CONCRETE SUBFLOORS TO BE OF SMOOTH AND UNIFORM FINISH WITH EDGES FLOATED TO ENSURE FIRST CLASS VCT INSTALLATION. 4. FIVE FULL BOXES OF TILE TO BE LEFT AT THE STORE FOLLOWING COMPLETION OF PUNCHLIST. FIRE EXTINGUISHERS 1. 10 POUND TYPE ABC FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED BY LOCAL FIRE AUTHORITIES. DSW RESPONSIBILITY 1. DSW WILL SUPPLY THE FOLLOWING ITEMS. A. CARPET (TRANSITION STRIPS AND VINYL BASE BY GC). B. VCT (TRANSITION STRIPS AND VINYL BASF BY GC). C. PORCELAIN TILE (INCLUDING THIN SET AND GROUT). D. MAT SYSTEM IN VESTIBULE. E. GLASS AND FRAMING AT OFFICE PARTITIONS. F. MIRRORS AND CLIPS (LOCATIONS AS DIRECTED BY DSW). G. INTERIOR SIGNAGE (6 - G X 8' GATERFOAM SIGN PANELS, ATTACHED TO GYPSUM BOARD). H. CASH REGISTER COUNTERS AND CASHWRAPS. I. HANDBAG WALL SYSTEM J. SLATWALL K. EMPLOYEES TIME CLOCK (MOUNT AT OFFICE) L. SAFE (BOLT TO FLOOR IN OFFICE) M. COAT RACK N. OFFICE CABINETRY 0. STOCKROOM SHELVING. 53 B ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE VB-1 WALL PAINT IP-1 (SEMI -GLOSS FINISH) TO T-0" AFF PAINT IP-1 (EGGSHELL FINISH) FROM T-0" AFF TO DECK CEILING EXPOSED STRUCTURE PAINT IP-2 SALES AREA CT-1 CRT-1 VESTIBULE MAT INLAY IN CT-1 VCT-1 EXPOSED GLASS IN ALUMINUM FRAMING. GYPSUM BOARD AT 14'-0" AFF PAINT IP-1 ACT-1 AT 8'-0" AFF. LOUNGE VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) PAINT IP-1 EGGSHELL FINISH ( ) STOCK ROOM / WAREHOUSE VCT-1 VB-1 EXPOSED STRUCTURE PAINT IP-2 RESTROOMS VCT-1 VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) ACT-1 AT 8'-0" AFF. OFFICE CRT 1 VB-1 GYPSUM BOARD TO 48" AFF. N/A PAINT IP-1 (SEMI -GLOSS FINISH) PAINT IP-1 (SEMI -GLOSS FINISH) CORRIDORS VCT-1 VB-1 ACT-1 AT 6-0" AFF. PAINT IP-2 AT SOFFITS DOOR SCHEDULE PAINT ALL DOORS AND FRAMES IP-4. (U.N.O.) 53 A ALL LOCKS ON ALL DOORS TO BE CAPABLE OF RECEIVING 'BEST' CORES NO. SIZE LOCATION TYPE MAT'L FRAME HARDWARE ... .....:. NOTES _ 1O (2) 3'-0" x 7'-0" x 1 3/4" ENTRANCE A ALUM./ ALUM. H-3 KAWNEER 190 SWING GLASS 1" INSULATING GLASS 1A T-O" x T-0" x 1 3/4" ENTRANCE B ALUM./ ALUM. H-3 KAWNEER 190 SWING GLASS 1" INSULATING GLASS 1B T-0" x 7'-0" x 1 3/4" ENTRANCE B ALUM./ ALUM. H-3 KAWNEER 190 SWING (2) 3'-0" x 7'-0" x 1 3/4" GLASS H-3 1" INSULATING GLASS KAWNEER 190 SWING 2 O VESTIBULE A ALUM./ ALUM. GLASS 1/4" GLASS, NO THRESHOLD O3 3'-0" x 7'-0" x 1 3/4" VESTIBULE B ALUM./ ALUM. H-4 KAWNEER 190 SWING 3' -0" x 7'-0" x 1 3/4" B GLASS ALUM./ 1/4" GLASS, NO THRESHOLD 4O VESTIBULE ALUM. H-4 KAWNEER 190 SWING 8'-0" X 8'-0" GLASS STEEL 1/4" GLASS, NO THRESHOLD OVERHEAD DOOR CO. MODEL #625 EQUIPPED VV1 TH 5 LOADING DOCK G INSULATED MFR. STEEL LOCKING DEVICE AT FLOOR LEVEL ON BOTH DOOR 3'-4" X 7'-0" X 1-3/4" TRACKS 4" DOOR HEAD. REFER TO ELEVATIONS ON SHEETS LOADING DOCK D INSULATED H.M. H_1 H.M. CA-6 FOR EXTERIOR FINISHES. REFER TO DETAILS 7 3'-4" X 7'-0" X 1-3/4" CORRIDOR D INSULATED H.M. H-1 5/CA-12 AND 6/CA-12. H.M. D1 T-0" X 5'-6" X 1-3/4" OFFICE C ALUM. ALUM. DOOR AND HARDWARE SUPPLIED AND INSTALLED BY DSW. DOOR ROUGH OPENING TO BE 38-1/2" D2 T-O" X T-O" X 1-3/4" LOUNGE C H.M. H.M. H-6 PUSHBUTTON COMBINATION LOCKSET FURNISHED D3 C 3'-0" X 7'-0" X 1 3/4" WOMEN MEN WAREHOUSE/SALES H.M. H.M. H.M. H-5 BY DSW AND INSTALLED BY GC ELLIASON DOOR #LWP w/ MGA FRAME D4 3'-0" X T-0" X 1-3/4" C H.M- H-5 D5 (2) 3'-0" x T-0" x 1" F MTL. H.M. MFR. WILSONART LAMINATE FINISH: LT. GREY D6 2'-6" X 3'-0" WAREHOUSE ROOF STEEL STEEL H.2 BILCO TYPE'S' ROOF HATCH w/ INSULATION, ROOFING AND FLASHING APPROPRIATE TO ROOF CONSTRUCTION. PROVIDE AND INSTALL ROOF ACCESS LADDER, DETAIL 9/CA-12. D7 T-4" X T-0" X 1-3/4" CORRIDOR / SALES C H.M. H.M. H-6 D8 2'-0" X T-0" X 1-3/4" FLOOR SINK D H.M. H.M. H-6 UNDERCUT DOOR 1" O2'-8" X T-0" X 1-3/4" PARTITION C(sim.) H.M. H.M. H-6 D10 2'-8" X T-0" X 1-3/4" PARTITION C(sIM.) H.M. H.M. H-6 4 .. 6'4r 3'-�" T-0' T-4' H .MAD WI WITH 4„ * ONE WAY VIEWER I ( WHERE REQUIRED) 4 4 F--0 b -rvi to ALL DOOR GLAZING TO BE ALL DOOR GLAZING TO BE TEMPERED GLASS TEMPERED GLASS DOOR HOOD SUPPLIED BY 41 T-0• MANUFACTURER OUTSIDE FRAME CLEAR OPEN NG 1 DOOR HARWARE Li SUPPLIED BY W MANUFACTURER CLEAR WINDOW CHAIN OPERATOR 4 0 F- PAI NTED, 4 a DOOR DOUBLE ACTING INSULATED STEEL DOOR I41"x41" OO JAMB GUARDS O HARDWARE SCHEDULE RLL DOOR HARDWARE MUST ACCEPT BEST CORES) EFER TO DOOR SCHEDULE FOR ADDITIONAL HARDWARE NOTES SET# SET# H-1 1 EXIT PANIC DEVICE WITH ALARM H-4 HARDWARE BY ALUMINUM DOOR MANUFACTURER: (VON DUPRIN GUARD-X SERIES 2670) 1-1/2 PR BUTTS, NON-FERROUS NRP, U 26D 1-1/2 PR HEAVY DUTY BUTTS HAGER BB 1279 4.5 x 4-5, U 26D 1 PULL, KAWNEER CO-9, OFFSET PULL, U 32D 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 1 PUSH, KAWNEER CIP-11, PUSH BAR, U 32D 1 SET WEATHERSTRIPPING, HAGER 892SA V-84 1 CLOSER, LCNB 4040 SERIES, ALUM, 1 DRIP CAP: HAGER 810SA-3FT _ 1 THRESHOLD, HAGER 520SA V-31FT H-5 1-1/2 PR BUTTS, HAGER BB 1279 4.5 x 4.5, U 26D 1 DOOR SWEEP: HAGER 770SA N-3FT 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 1 DOOR VIEWER: TACO TA331OPC (MOUNT AT 5-0" AFF DOOR 46 ONLY) 1 KICKPLATE, ROCKWOOD 8" x 34" x .050", U 32D 1 FLOOR STOP, ROCKWOOD 422, U 32D H-2 1 PADLOCK - BEST 11 B SERIES 1 EA. SIGN, ROCKWOOD MEN BF 687, BLACK & ROCKWOOD VERIFY SHACKLE LENGTH WITH PADLOCK HASP USED. WOMEN BF 688 BLACK 3 SILENCERS, GLYNN-JOHNSON GJ64, GREY H-3 1 CYLINDER OUTER DOOR ONLY TRILOGY 2 BY ALARM LOCK #ALDL2700, N26D REMAINDER OF HARDWARE BY DOOR MANUFACTURER: 16" X 20" LOUVER (2) 1-1/2 PR BOLTS, IE 66 H181, U 26D 2 PULLS, KAWNEER CO-9, OFFSET PULL, U 32D H-6 1-1/2 PR BUTTS, HAGER BB 1279 4.5 x 4.5, U 26D 2 PUSH, KAWNEER CIP-11, PUSH BAR, U 32D 1 PASSAGE SET, SCHLAGE RHODES D 10 S, U 26D 1 THRESHOLD, MANUFACTURER'S BUTT HUNG, ALUM. (DOOR #D8) 2 SWEEP, REESE 323 C x WIDTH, ALUM. 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 2 CLOSERS, LCNB 4040 SERIES, ALUM. 1 FLOOR STOP, ROCKWOOD 422, U 32D 1 WEATHERSTRIP, MANUFACTURER'S "SEAL -AIR" 3 SILENCERS, GLYNN-JOHNSON GJ64, GREY 1 EXIT DEVICE, KAWNEER DOR-O-MATIC 1990 #17 W/CONCEALED ROD TRILOGY 2 BY ALARM LOCK #ALDL2700, N26D REVISION # 53 SUMMARY A- ADDED NOTE B. ADD DOORS D9 & D10 AT THE 8'-4" PARTITION REVISION # 27 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R S H I P Architecture w Interior Design • Planning Pone 770.394.1616 Fax 770.394.1314 RF RE K � G I1R' 1 ANCMGP. B C p E F CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 10/ 01 / 04 DSW SHELL & UPFIT 0 01 / 06/ 05 TENANT COMMENTS This document is ® Phillips Partnership. PC and is considered an Instrument of Srvice 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 1501 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 SPECIFICATIONS AND SCHEDULES SHEET NUMBER 12'-On I CLEAR I o ° G A I -1 190'-0" LJARCHITECTURAL 1 _ _J 1 I 4' 38'-0" I 38'-0" 33'-0" 38 0 37' 8 STRUCTURAL 1 1 , B 7 �Y X W � 4 A-7.3 14� A-5.1 I ' 1 53 I T-9" �', 0„ 3n CONC. DUMPSTER PAD E, F, & G STRUCTURAL A-7.3 &SCREEN WALL- SEE w:v- u•; Z SHEET A-7.3 FOR �� �' 3 9 SS S ; ,.�, ���r �n<�� , CA-3 I I ADDITIONAL ,�,"' `m�„�,<.,��� ��� ®�°"' I ADJACENT TENANT . a, INFORMATION`'saa CA-3 DUMPSTER PLAN - _ 177 + q:e.E zap CA 1 SCALE: 1/8"=1'-0" I i EI I E I ool D� o M, , D.B.E. 24-1 3/4" A. F. + NOTE: REFER TO SITE PLAN FOR ' 2 DUMPSTER LOCATION I I I I I& tLn LH]1, z I I III o I 20 -4' 10 Cps w" c? CA I,..,,��x 'mn•.ay"°' wa_.,w.a' �� \ "c D J - n \ J U ua co 600 MEN W MEN 10 vcTl T A 54Ir 17' I---0 D \ / i---- ---- 1i �" U I I IbD3 D4 - - I I � H + 54.67' o 23 7 C CQRRIDQR I -1tV 2 10 / ` _�_... VCT 459- k 5A _ A 45 Q ,17 + - 9,4n A N D IT - - - �a g, 3„� o _ O �_/ rg i ��� � � ����J_fl�] �I I 1 45 ,�""'��'"'"... � I (TYP)1IJ 1 TYPICAL ALL I A I c� I -7 COLUMNS 53 C Tr �i -i- - - - - - -- - - -- -- - \/I - II /I /\ I ;, II/ I I/\I I 10 __T 10 � LOUNGE �� � I I I �7 �� I vc r � 20 188'-61,r - - - - -- - ��TU-1 I III a? 4 `�.1 �� 11 r 1 I CLEAR N 9 74 �, Q f :. O I 2� C I G CA-10 ..� ® - - .ram - - .- a % ®, 1 n I I L J BAR JOISTS I SALES AREA I D.BI E. 24'-31' A.F.F. -- - - - - - - - 255 I r , I , I � 41 -r NO EXIT HARDWARE - F- a II PUSH BAR INSIDE L T r 41 1A S r 2 LOADING DOCK CARPET n �- i I ar ! RELIEF VENT I a, - ,V T CA-653 H 4' ,. 25 -6 - I 1.a.0 , trn r - -- - - - - - - - / I - --_T-- -- - - -- --- - r _ I� - - - - - - �, - - - - - - - -- C? CA-8 -I �� CA-3 IILJ��2 650RTU-6 - '_- o `I\/I I 26 I I 0 , _ J �� CV r 6 3A �,/�o�• DOCK BUMPERS & DOCK = LEVELER. -SEE SHEET -- _ - _ _ _ __.- _ f j -- - 660 6T h CA-C FOR SPECS &WALL 6 L� _RTU-2 g I�� ! I 2 O9 - - O 4 -� o I Io - - - MN r- I 1B 1 T - - - - - -12 - ��0 ���� - �U$� -SECTION 1/CA-10. /'_ j CA-6 is D5 ry (UH-1) CLG. MTD. UNIT I / J ..", 3 3 4 r�Cd 54.17 + HEATER rr 2 F - \� O 5� 17'-10" c� >-dvaMHS CA-4 crilW r 4- DE. 24'-3"1A.F.F + cv 9 - 0 067 5 `- -- �15\ WAREHOUSE 16 0" i I` t ) I vcT o a �y CD C?- - ' I r- M r 54.67' 53 D' 6 I' I I - + 45 A I I 9'-3" I?_ 9'-3" I-dV?JMHS n A-4 :.•u,. 5 i g o �, CA-4 in -- - - - - - - 54.17' I �0 - - - - -- - _- - --FF TTr �%I - ---- - - - --- -- - �-�- -- - - _- ------ - -- I r I I/ I I \/ I I I .- I I� o I:Ma•i Ln 10 3 I A _ /LJ V II I �� - - _ -- - �_.-_-� TU-5 _ _ TYP_ c� 4 CA-10 I � - � I 7 12 � _ SHWFWP SHIFT LOCATION OF KCS JOIST - PROVIDE TYP. ' � 7 Ei 4 T A TOTAL OF (2) KCS JOISTS AT EACH CA-3 LOCATION FOR RTU'S 1-5 - REVISE FEI JOIST SIZE - SEE STRUCTURAL KCS JOIST TO BE STANDARD - �" '°' '� ® r' -U °D 1 I I g I E I I OFFICE CARPET B 1" Z-FURRING VACUUM VACUUM E F - - - - - - 9 - - - + D.B.F. 19'-9" A.F.F. �/ _ - Q - - --- ADJACENT TENANT - � �. _ _ - _ _ - � I 1 FLOOR PLAN 4 I CA 1 SCALE: 1!B"=1' 0" CA-3 I 1 3 4 1 CA-6 CA 10 NOTE: ALL PLUMBING, MECHANICAL, &ELECTRICAL A-5.I I ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT, SHELL PLAN KEYNOTES: IyLr)r)R PLAN �nDED klr1lT f= I. -DHINI I Ar(Y SFVVLH L AI LHAL, STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER, NEW WATER SERVICE- SEE PLUMBING DRAWINGS. 3. FIRE RISER- VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS, 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. NOT USED. 9. DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ARCHITECT. 11. NEW 6" CURB - SEE CIVIL DWGS. 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14• EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULEAND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK, SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 8'-0" LONG BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS & ROOF FRAMING PLANS. 23- STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE. HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK - PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A-7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. Wx6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. \ _) STEEL COLUMN WRAP. REFER TO DETAIL 6/CA-3 0 MAT INLAY SUPPLIED BY DSW AND INSTALLED BY G.C. O12 x 12 PORCELAIN TILE FLOORING, SUPPLIED BY DSW AND INSTALLED BY G.C. O DOCK LIGHT, REFER TO ELECTRICAL DRAWINGS. O ROOF LADDER WITH RQQF HATCH ABOVE. REFER TO DETAIL 9/CA-12. O TRANSITION STRIP TS-1. REFER TO FINISH SCHEDULE ON SHEET CA-B. O TRANSITION STRIP TS-2. REFER TO FINISH SCHEDULE ON SHEET CA-B. ODSW LOGO TILE. INSTALL 2'-0" FROM TOP EDGE OF TILE AND CENTER SIDE TO SIDE. OPURCHASE FROM VENDOR #3 - SUNBRELLA 8" STRIPED FABRIC AWNING OVER 1" GALVANIZED STEEL TUBING. REFER TO SECTION 1/CA-9. 10 SPRINKLER RISER 11 6"0 CONCRETE FILLED PIPE BOLLARDS. SEE DETAIL 11/CA-12 12 TRENCH URAIN. RE: SHEET CIP-1. 13 12" HIGH x24" WIDE PROTECTIVE_ CONCRETE CURB 14 DOCK BUMPERS AND DOCK LEVELER, SEE SHEET CA-C FOR SPECIFICATIONS AND WALL SECTION 1/CA-10. PARTITION LEGEND TYPE AO 5/8" GYPSUM BOARD EACH SIDE OF 20 GA. 6" MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK, REFER TO 5/CA-3 (U.N.O.) TYPE [B] 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" 18 GA. MTL STUDS @ 16" O.C. TO T-0" AFF. TYPE ❑C 5/8" GYP. BD. EACH SIDE OF 20 GA. 3-5/8" MTL. STUDS @ 16" O.C. TO 6" ABOVE CEILING. (U.N.O.) TYPE[ 7-1/4" TILT -UP CONC. WALL PANEL WITH 5/8" GYP. BD. ON INT. SIDE OVER 20 GA. 1-1/2" MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ 1-1/2" RIGID INSUL. (R-6 MIN. TYPE F 7-1/4" TILT -UP CONC. WALL PANEL W/ 5/8" GYP. BD. ON INT. SIDE OVER 20 GA. V Z-FURRING CHANNELS @ 24" O.C. TO UNDERSIDE OF ROOF DECK W/ V RIGID INSUL. (R-5 MIN.) TYPE ] 7-1/4" TILT -UP CONC. WALL PANEL W/ 5/8" GYP. BD. ON ONE SIDE OVER 20 GA. 6" METAL STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ BATT INSUL. (R-19) TYPE K 2 HR. RATED PARTITION (UL U411) 2 LAYERS 5/8" TYPE X DRYWALL ON BOTH SIDES OF 20 GA. 3-5/8" MTL. STUDS @ 16" O.C. TO HEIGHT OF 12'-0" AFF 41 rr�rrnr� TYPE � 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" 18 GA. MTL STUDS @ 16" O.C. TO 8'-4" AFF. ,gy�_��1L.. '�'•`i .._ �l"'. ,.._..^'-^s'i. ✓.iyy..c-.sv'.✓ `5.,1..-, 1.m'�.r 700 REVISION # 27 SUMMARY A. ADDED SHEET REVISION # 45 SUMMARY A. CLARIFIED RTU LOCATION -SEE STRUCTURAL FOR DETAILS B. ADD COLUMNS AT VESTIBULE REVISION # 53 SUMMARY A. ADD T-4" PARTITION & DOORS D9 & D10 TO NORTHWEST CORNER B. ADD PARTITION TYPE C. CLARIFIED PARTITION TYPE AT CORRIDOR D. UPDATE GASHWRAP LOCATION AS PER REVISED FIXTURE PLAN, CF-1 E. REVISED RESTROOM LAYOUT TO INCLUDE AN ADDITIONAL SINK AND ACCESSORIES F. REVISED LOCTIONS OF DOORS: D3, D4, D7, & 7 G. REVISED LOCATION & EXTENT OF CORRIDOR, LOUNGE, AND WAREHOUSE TO COORDINATE WITH LATEST RESTROOM LAYOUT H. REVISED EXACT LOCATION OF RTU-6 Ar6 FnILLIPS P A R T N E R S H I P Architecture • Interior Design • Planning ""7e 770.394.1616 F" 770.394.1314 RF RE J I A ANCHOR B G H R C D E r CONSULTANT SEAL i, �� , . 's 1 , REVISIONS i # DATE DESCRIPTION 10/ 01 / 04 DSW SHELL & UPFIT ® 11/23/04 DSW STRUCTURAL MODIFICATIONS 01 / 06/ 05 TENANT COMMENTS : _ t This document L C) Phillips Partnership, PC and is considered on Instrument of Service and is solcly for use with j respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillipo Partnership, PC - TENANT a , 6 1501 W.P. BALL BOULEVARD � , PROJECT I THE MARKETPLACE AT SEMINOLE TONNE CENTER SANFORD, FLORIDA CLIENT NOM AMERICAN PR©PERTIB NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOL COMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWEL L, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER ISSUE DATE 0208616 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE FLOOR FLAN SHEET NUMBER 27 A 1 11 (i) FINISH SCHEDULE DSW TO SUPPLY CARPET, VINYL FLOOR TILE, AND FLOOR PORCFI AIN TII F AT ENTRY WITH NAAT SYCTPAA MATERIAL SYMBOL MANUFACTURER NUMBER COLOR DESCRIPTION CARPET CRT-1 MOHAWK CLOISONNE 747 PEBBLE BEACH SUPPLIED BY DTN AND INSTALLED BY G.C. VINYL VCT-1 CONGOLEUM CH-12 STONE WHITE TEXTURE 12" x 12" x 1/8" FLOOR ADHESIVE AS RECOMMENDED BY MANUFACTURER TILE ACRYLIC FINISI-L SC •JOHNSON WAX. COMPLETE WAX BEFORE DSW FIXTURING. SUPPLIED BY OW1 AND INSTALLED BY G.C. FLOOR TS-1 JOHNSONITE #28-H CARPET TO VCT TRANSITION TRANSITION STRIPS TS-2 SCHLUTER SYSTEMS RENO-TK CARPET TO PORCELAIN TILE TRANSITION AT VESTIBULE AETK 80 (8MM - 5/16") VINYL BASE VB-1 JOHNSONITE BLACK 4" HIGH BASE PAINT IP-1 PRATT & LAMBERT 2321 WHITE CAP GREY EGGSHELL FINISH: REFER TO ROOM FINISH SCHEDULE SEMIGLOSS FINISH: LOUNGE, RESTROOMS, COLUMNS, CORRIDOR & OFFICE IP-2 PRATT & LAMBERT 2244 PEARL WHITE FLAT IP-3 PRATT & LAMBERT 1731 VIBRANT YELLOW SEMI -GLOSS FINISH IP-4 PRATT & LAMBERT 2312 STEEL WOOL SEMI -GLOSS FINISH - DOORS AND FRAMES SUSPENDED ACT-1 ARMSTRONG WHITE, NON- FISSURED CORTEGA MINABOARD 4769 ACOUSTICAL INDUSTRIES DIRECTIONAL 24" x 48" x 5/8", SQUARE CUT, (WHITE ON WHITE) TILE WITH 15/16" PRELUDE GRID AND LOCK -DOWN CLIPS. PORCELAIN CT-1 CROSSVILLE A-880 12 x 12 TILE SUPPLIED BY DSW AND INSTALLED BY G.C. 0 SPECIFICATIONS (REFER TO SHEET 'CA-C' FOR ADDITIONAL SPECIFICATIONS.) GENERAL CONDITIONS 1. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS, IS PROHIBITED. TITLE TO THESE DOCUMENTS REMAINS WITH THE ARCHITECT. VISUAL ON -FACT WITH THESE DOCUMENTS IS PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. 2. THE A.I.A. DOCUMENT A201, GENERAL CONDITIONS, CURRENT EDITION, SHALL APPLY AT THE PROJECT. A COPY OF THE GENERAL CONDITIONS IS AVAILABLE AT THE OFFICES OF THE ARCHITECT. 3. GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD. 4. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS. IN PARTICULAR: OVERALL WALL DIMENSIONS, SOIL CONDITIONS, INCOMING UTILITIES, ETC. GENERAL CONTRACTOR IS TO REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR O COMMENCING WORK. 5. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUBCONTRACTORS FOR A PERIOD OF ONE (1) YEAR COMMENCING WITH THE DATE OF TOTAL COMPLETION OF THE WORK. 6. WORK IS TO BE PERFORMED IN ACCORDANCE WITH GOVERNING CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR REQUIRED BUILDING PERMITS. 7. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. 8. ALL MATERIAL SPECIFIED IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS, WITHOUT'DSW APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE, (MATERIALS AND LABOR). WALL FRAMING & CARPENTRY 1. WALLS TO BE FRAMED WITH 3 5/8" STEEL STUDS OR 6" STEEL STUDS AS SHOWN ON THE DRAWINGS. REFER TO PARTITION LEGEND ON SHEET CA-1, (FLOOR PLAN). 2. ALL WALLS WHICH ARE FRAMED TO ROOF DECK ARE TO BE CONSTRUCTED WITH DETACHED TOP PLATE, REFER TO DETAIL 5/CA-3. 3. DIMENSIONAL LUMBER TO BE FIRE RETARDANT. GYPSUM BOARD 1. GYPSUM BOARD TO BE TAPED, RECEIVE THREE COATS SPACKLE, SANDED, RECEIVE METAL CORNER BEADS AT ALL CORNERS AND EDGES, BEDDED AND SANDED FOR FINISH. ALL WORK TO CONFORM TO U.S. GYPSUM STANDARD SPECIFICATIONS OR EQUAL. VISIBLE JOINTS ARE NOT ACCEPTABLE. 2. INTERIOR GYPSUM BOARD WALLS AND CEILINGS TO BE 5/8" MATERIAL. CEILING SYSTEMS 1. ACOUSTICAL TILE: FISSURED CORTEGA MINABOARD #769 24" x 48" x 5/8", SQUARE CUT, (WHITE ON WHITE) WITH 15/16" PRELUDE GRID AND LOCK -DOWN CLIPS. CIAIIC%LJC C% T-4" N m w N - . C? 2" 1'-8" 2" V-7" V-7" 2" 2" 1'-81, CV N CJ iv N _ NN __ R T T T T N N T T R T T N T T N 1. PAINTING / STAINING: A. PAINT/STAIN TO HAVE NO SUBSTITUTIONS. B. CONFIRM SUITABILITY OF WALLS TO RECEIVE PAINT AS SPECIFIED. REPAIR OR REPLACEMENT OF A POOR FINISH DUE TO INSTALLATION OVER AN UNSUITABLE SURFACE IS THE CONTRACTOR'S RESPONSIBILITY. G. HVAC DIFFUSERS TO MATCH CEILING FINISH IN WHICH THEY OCCUR. D. MATERIAL WORKMANSHIP SHALL PRODUCE A FIRST CLASS INSTALLATION OF UNIFORM QUALITY WITHOUT LAPS AND STREAKS. 2. PAINT - EXTERIOR WORK: A. PAINT CONC. PER ELEVATIONS ON SHEET CA-6 3. PAINT - INTERIOR WORK (REFER TO PAINT SCHEDULE THIS SHEET) A. GYPSUM BOARD - SALES AREA, & STOCKROOM (1) PRIME COAT/SEALER- PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2321 WHITE CAP GRAY TO T-0" AFF. - PRATT & LAMBERT EGGSHELL #2321 WHITE CAP GRAY FROM T-0" AFF TO DECK. 0 B. GYPSUM BOARD - COLUMNS, RESTROOM, LOUNGE, CORRIDOR, OFFICE (1) PRIME COAT- PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2321 WHITE CAP GRAY C. HOLLOW METAL DOORS AND FRAMES (1) PRIME COAT- PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2312 STEEL WOOL REFER TO ELEVATIONS ON SHEET GA-6 FOR EXTERIOR PAINT COLORS. D- FERROUS METAL (EXPOSED STEEL, SPRINKLER LINES, DUCTWORK) (1) PRIME COAT - PRATT & LAMBERT METAL PRIMER (2) FINISH COATS - PRATT & LAMBERT SPRAY LATEX FLAT #2244 PEARL WHITE (USE THE DRYFALL PRODUCT) E. PROVIDE OWNER WITH ONE GALLON CONTAINER OF EACH COLOR AND SURFACE TEXTURE. LABEL EACH CONTAINER WITH COLOR, TEXTURE AND ROOM LOCATIONS. f-1 A n n r--r 1. COLOR: MOHAWK CLOISONNE #747 "PEBBLE BEACH" SUPPLIED BY DSW AND INSTALLED BY G.C. 2. G.C. TO PROTECT CARPET WITH 6 MIL VISQUEEN PLASTIC DURING CONSTRUCTION AND PRIOR TO DSW FIXTURING. 3. VINYL TRANSITION STRIPS AT ALL EDGES: REFER TO FINISH SCHEDULE ON SHEET CA-4. 4. FLOOR SURFACE TO BE PROPERLY PREPARED WITHOUT HOLES, CRACKS OR BUMPS. INSTALLATION TO BE GLUE DOWN METHOD, USING LATEX BASED MASTIC, ROBERT SEAM SEALER #4015, OR EQUAL. 5. CARPET TO BE TURNED OVER TO DSW CLEAN, WITHOUT STAINS OR SNAGS. 6. DEBRIS TO BE REMOVED FROM PREMISES, ANY PIECES 4'-0" OR LARGER TO BE ROLLED AND STORED IN WAREHOUSE. T-s" N � - N - rn N - 21,1 . 11-8•• 2" 1 9 2. 1 9. 2, 2' 1 9 0 ti PORCELAIN TILE 1. FLOOR SLAB TO BE PREPARED FOR PORCELAIN TILE FINISH. GRIND, FILL AND LEVEL AS REQUIRED FOR THIN -SET TYPE INSTALLATION. APPLY BONDING AGENT (MAPEI-KERABOND AND KERALASTIC OR EQUAL) (GRAY) TO AREA PRIOR TO INSTALL. 2. TILE AND GROUT JOINTS TO BE FREE OF MORTAR HAZE. 3. SPECIFICATIONS PER TILE COUNCIL OF AMERICA HANDBOOK FOR LATEX PORTLAND CEMENT MORTAR TO CONFORM WITH #Al08.5. 4. THIN SET INSTALLATION METHOD PER TILE COUNCIL OF AMERICA HANDBOOK FOR PORCELAIN TILE INSTALLATION #Al18.4 FOR LATEX PORTLAND CEMENT MORTAR. 5. DSW TO SUPPLY GROUT AND TILE. G.C. TO INSTALL. VINYL TILE AND BASE 1. VINYL COMPOSITION FLOOR TILE TO BE SUPPLIED BY DSW AND INSTALLED BY G.C. REFER TO FINISH SCHEDULE ON SHEET CA-4. VINYL BASE TO OCCUR AT ALL GYPSUM BOARD SURFACES 2. CLEAN FLOOR AND APPLY PROTECTIVE ACRYLIC FLOOR FINISH PRIOR TO DSW FIXTURE SETUP. 3. CONCRETE SUBFLOORS TO BE OF SMOOTH AND UNIFORM FINISH WITH EDGES FLOATED TO ENSURE FIRST CLASS VCT INSTALLATION. 4. FIVE FULL BOXES OF TILE TO BE LEFT AT THE STORE FOLLOWING COMPLETION OF PUNCHLIST. FIRE EXTINGUISHERS 1. 10 POUND TYPE ABC FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED BY LOCAL FIRE AUTHORITIES. DSW RESPONSIBILITY 1. DSW WILL SUPPLY THE FOLLOWING ITEMS. A. CARPET (TRANSITION STRIPS AND VINYL BASE BY GC). B. VCT (TRANSITION STRIPS AND VINYL BASE BY GC). C. PORCELAIN TILE (INCLUDING THIN SET AND GROUT). D. MAT SYSTEM IN VESTIBULE. E. GLASS AND FRAMING AT OFFICE PARTITIONS. F. MIRRORS AND CLIPS (LOCATIONS AS DIRECTED BY DSW). G. INTERIOR SIGNAGE (6- 6' X 8' GATERFOAM SIGN PANELS, ATTACHED TO GYPSUM BOARD). H. CASH REGISTER COUNTERS AND CASHWRAPS. I. HANDBAG WALL SYSTEM J. SLATWALL K. EMPLOYEES TIME CLOCK (MOUNT AT OFFICE) L. SAFE (BOLT TO FLOOR IN OFFICE) M. COAT RACK N. OFFICE CABINETRY 0. STOCKROOM SHELVING. 63 B( ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALL CEILING SALES AREA CT-1 CRT-1 VB 1 PAINT IP-1 (SEMI -GLOSS FINISH) TO 7'-0" AFF PAINT IP-1 (EGGSHELL FINISH) FROM T-O" AFF TO DECK EXPOSED STRUCTURE PAINT IP-2 VESTIBULE MAT INLAY IN CT-1 EXPOSED GLASS IN ALUMINUM FRAMING. GYPSUM BOARD AT 14'-0" AFF PAINT IP-1 LOUNGE VCT-1 VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) ACT-1 AT 8'-0" AFF. STOCK ROOM / WAREHOUSE VCT-1 VB-1 PAINT IP-1 EGGSHELL FINISH ( ) EXPOSED STRUCTURE PAINT IP-2 RESTROOMS VCT-1 VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) ACT-1 AT 8'-0" AFF. OFFICE CRT-1 VB-1 GYPSUM BOARD TO 48" AFF. N/A PAINT IP-1 (SEMI -GLOSS FINISH) CORRIDORS VCT-1 VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) ACT-1 AT 8'-0" AFF. PAINT IP-2 AT SOFFITS DOOR SCHEDULE PAINT ALL DOORS AND FRAMES IP-4. (U.N.O.) A A�sr. ALL LOCKS ON ALL DOORS TO BE CAPABLE OF RECEIVING 'BEST' CORES NO. SIZE_ LOCATION TYPE MAT'L FRAME HARDWARE rNOTES 1� (2) T-0" x 7'-0" x 1 3/4" ENTRANCE A ALUM./ ALUM. H-3 KAWNEER 190 SWING GLASS 1" INSULATING GLASS 1A 3'-0" x 7'-0" x 1 3/4" ENTRANCE B ALUM./ ALUM. H-3 KAWNEER 190 SWING GLASS 1" INSULATING GLASS 1B T-0" x T-0" x 1 3/4" ENTRANCE B ALUM./ ALUM. H-3 KAWNEER 190 SWING GLASS 1" INSULATING GLASS 2O (2) T-0" x 7'-0" x 1 3/4" VESTIBULE A ALUM./ ALUM. H-3 KAWNEER 190 SWING GLASS 1/4" GLASS, NO THRESHOLD 3O 3'-0" x 7'-0" x 1 3/4" VESTIBULE B ALUM./ ALUM. HA KAWNEER 190 SWING GLASS 1/4" GLASS, NO THRESHOLD 4 3'-0" x 7'-0" x 1 3/4" VESTIBULE B ALUM./ ALUM. HA KAWNEER KAWNEER 190 SWING GLASS GLASS, NO THRESHOLD 8'-0" X 8'-0" LOADING DOCK G INSULATED STEEL MFR. CO. OVERHEAD DOOR, CO. MODEL #625 EQUIPPED WITH STEEL LOCKING DEVICE AT FLOOR LEVEL ON BOTH DOOR TRACKS 3'4" X T-0" X 1-3/4" LOADING DOCK D INSULATED H.M. H-1 4" DOOR HEAD. REFER TO ELEVATIONS ON SHEETS H.M. CA-6 FOR EXTERIOR FINISHES. REFERTO DETAILS 5/CA-12 AND 6/CA-12, 3'-4" X T-0" X 1-3/4" CORRIDOR D INSULATED H.M. H 1 H.M. �1 T-0" X 5-6" X 1-3/4" OFFICE C ALUM. ALUM. DOOR AND HARDWARE SUPPLIED AND INSTALLED BY DSW. DOOR ROUGH OPENING TO BE 38-1/2" D2 T-0" X T-0" X 1-3/4" LOUNGE C H.M. H.M. H-6 PUSHBUTTON COMBINATION LOCKSET FURNISHED D3 3'-0" X 7'-U" X 1-3/4" WOMEN C H.M. H.M. H-5 BY DSW AND INSTALLED BY GC D4 3'-0" X T-0" X 1-3/4" MEN C H.M. H.M. H-5 D5 (2) T-0" x T-0" x 1" WAREHOUSE/SALES F MTL. H.M. MFR. ELLIASON DOOR #LWP W/ MCA FRAME WILSONART LAMINATE FINISH: LT. GREY 006 2'-6" X 3'-0" WAREHOUSE ROOF STEEL STEEL H-2 BILCQ TYPE 'S' ROOF HATCH W/ INSULATION, ROOFING AND FLASHING APPROPRIATE TO ROOF CONSTRUCTION. PROVIDE AND INSTALL ROOF ACCESS LADDER, DETAIL 9/CA-12. D7 T-4" X 7'-0" X 1-3/4" CORRIDOR / SALES C H.M. H.M. H-6 2' 0" X 7 0 X 1 3/4" FLOOR SINK D H.M. H.M.H 6 UNDERCUT DOOR 1" -suss ,u•^^ �'�ae, ..w." m.. � r" wy,. �„ . .war D9 2'-8" X T-0" X 1-3/4" PARTITION C(sIM.) H.M. H.M. H-6 D10 2'-8" X T-0" X 1-3/4" PARTITION CIsm) H.M. H.M. H-6 � -.;.s:�ua✓' d""�"v..w."a�""''"��emaro, ros"�'gk. ar'4_°"=warxaw �"`La; ,yv `roy.•� y�d"�,. wv.�.„im' .w:.F:H,vrr• a K.a.,...w,v+ � -n'.+.,w,wavw d'd `k`ay 'ra,.w,.,.,✓W'" pw�'"v �"'µ� '��"'"Arva ,+ w:,ae,:W w, ,r+,.+ rovN.n,";..r+ ,,,,;:e. ,„�6'•�py,v:., . .,, ,v.ro°�m „i'" a��'".cv z, '`�'`.x" 3'-4" H.M. FRAME bh TH 4" HEAD ONE WAY VIEWER / (WHERE REOUIRED) F F_ K, F_ I �r in V1 �-i OB �J ALL DOOR. GLAZING TO BE ALL DOOR GLAZING TO BE TEMPERED GLASS TEMPERED GLASS DOOR HOOD 8'-0" SUPPLIED BY 471/2" 7-_0"11 MANUFACTURER I � OUTSIDE FRAME CLEAR OPENING L DOOR HARWARE SUPPLIED BY MANUFACTURER _ — CLErLR `fV1ND01n! I • CHAIN OPERATOR o PA NTED, DOUBLE ACTING INSULATED STEEL DOOR 41"x4l' DOOR I OE JAMB GUARDS G HARDWARE SCHEDULE REFEROODOOR SCHEDIIIJFFORCEPT AnnITIIONABESTGHARnORESWARFNOTF.q SET# SET# H-1 1 EXIT PANIC DEVICE WITH ALARM H-4 HARDWARE BY ALUMINUM DOOR MANUFACTURER: (VON DUPRIN GUARD-X SERIES 2670) 1-1/2 PR BUTTS, NON-FERROUS NRP, U 26D 1-1/2 PR HEAVY DUTY BUTTS HAGER BB 1279 4.5 x 4.5, U 26D 1 PULL, KAWNEER CO-9, OFFSET PULL, U 32D 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 1 PUSH, KAWNEER CIP-11, PUSH BAR, U 32D 1 SET WEATHERSTRIPPING, HAGER 892SA V-84 1 CLOSER, LCNB 4040 SERIES, ALUM. 1 DRIP CAP: HAGER 810SA-3FT H-5 1-1/2 PR BUTTS, HAGER BB 1279 4.5 x 4.5, U 26D 1 THRESHOLD, HAGER 520SA V-3FT 1 DOOR SWEEP: HAGER 770SA N-3FT 1 DOOR VIEWER: TACO TA331OPC (MOUNT AT 5'-0" AFF DOOR 46 ONLY) 1 CLOSER, LCN SMOOTHES 4040, ALUM. 1 KICKPLATE, ROCKWOOD 8" x 34" x .050", U 32D 1 FLOOR STOP, ROCKWOOD 422, U 320 H-2 1 PADLOCK -BEST 11 B SERIES 1 EA. SIGN, ROCKWOOD MEN BF 687, BLACK & ROCKWOOD VERIFY SHACKLE LENGTH WITH PADLOCK HASP USED. WOMEN BF 688 BLACK 3 SILENCERS, GLYNN-JOHNSON GJ64, GREY H-3 1 CYLINDER OUTER DOOR ONLY TRILOGY 2 BY ALARM LOCK #ALDL2700, N26D REMAINDER OF HARDWARE BY DOOR MANUFACTURER: 16" X 20" LOUVER (2) 1-1/2 PR BOLTS, IE 66 H181, U 26D 2 PULLS, KAWNEER CO-9, OFFSET PULL, U 32D H-6 1-1/2 PR BUTTS, HAGER BB 1279 4.5 x 4.5, U 26D 2 PUSH, KAWNEER CIP-11, PUSH BAR, U 32D 1 PASSAGE SET, SCHLAGE RHODES D 10 S, U 260 1 THRESHOLD, MANUFACTURER'S BUTT HUNG, ALUM. (DOOR #D8) 2 SWEEP, REESE 323 C x WIDTH, ALUM. 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 2 CLOSERS, LCNB 4040 SERIES, ALUM. 1 FLOOR STOP, ROCKWOOD 422, U 32D 1 WEATHERSTRIP, MANUFACTURER'S "SEAL -AIR" 3 SILENCERS, GLYNN-JOHNSON GJ64, GREY 1 EXIT DEVICE, KAWNEER DOR-O-MATCC 1990 #17 W/CONCFAL ED ROD TRILOGY 2 BY ALARM LOCK #ALDL2700, N26D Architecture 9 Interior Design - Planning Phone 770.394.1616 Fix 770.3941314 RF ftE K J _I F C F{R A ANCHOR H C D F CONSULTANT SEAL REVISIONS # DATE DESCRIPTION A 10/ 01/ 04 DSW SHELL & UPFIT A 01 / 06/ 05 I ENAN I CUMMEN 16 This document is (,) Phillips Partnership, PC and iz consid• red an Instrument of 5crvice and Is solely for use with respect to the project as indicated talon. At rights reserved. ' This document may not be reproduced without the prior written consent of Phillips partnership, PC. TENANT - - 1501 W.P . BALL BOULEVARD PROJECT THE MARKETPLACE I AT SEMINOLE TOWNE CENTER i i I; i SANFORD, FLORIDA I CLIENT NOR.TfrI AMEWCAN PROPFMES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOL COMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER ISSUE DATE 0208616 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SPECIFICATIONS AND SCHEDULES SHEET NUMBER 27 IMF im REVISION # 53 SUMMARY A. ADDED NOTE B. ADD DOORS D9 & D10 AT THE 8'-4" PARTITION REVISION # 27 SUMMARY A. ADDED SHEET 1 CEILING PLAN CA-2 SCALE: 1/8"A'•O" CEILING CODE® NOTES �\ 1 EXPOSED ROOF DECK, DUCTWORK, STRUCTURE, SPRINKLER LINES, ELEC. CONDUITS, ETC. PAINT IP-2, O CEILING MOUNTED CABINET HEATER. REFER TO MECHANICAL DRAWINGS. PAINTING CONTRACTOR TO RETURN AT JOB COMPLETION TO TOUCH-UP UNPAINTED SURFACES. O STRIP LIGHTING MOUNTED IN STORE FIXTURE 0 GYPSUM BOARD CEILING AT 14'-0" AFF. PAINT IP-1. O PARTIAL HEIGHT DRYWALL /GLASS PARTITION, O ACT-1 CEILING AT 8'-0" AFF. PROVIDE LOCK -DOWN CLIPS. NO CEILING, REFER TO CA-1 O GYPSUM BOARD SOFFIT AT T-6" AFF. PAINT IP-1. 10 2 HR. RATED GYP. BOARD CEILING AT 9'-0" AFF. O SHEET ROOF HATCH ABOVE, REFER TO SHEET CA-5. PAINT IP-1. ALL WALL & CEILING PENETRATIONS TO BE SEALED AND FIRESTOPPED AS REQ'D TO ACHIEVE 6 TRACt� IGHTING AT 13'-0" AFF ( (FIVE"B'-0" STRIPS " A 2-HOUR RATING. WITH 36EADS ) 53 A 11 FABRIC AWNINGS, REFER TO SHEET CA-6. PURCHASE LIGHTING FROM VENDOR #4 �LIGHT FIXTURE LEGEND REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECS 8'-0" EXPOSED TWO (2) LAMP, 96" HIGH OUTPUT FLUORESCENT STRIP LIGHTS, CHAIN -MOUNT AT 14'-0" (CEILING MOUNT 9'-0" AFF IN ELECTRICAL RM) O LOW BAY METAL HALIDE PENDANT, MOUNT AT UNDERSIDE OF STRUCTURE AT 16'-0"AFF. i� QUARTZ RESTRIKE 24" x 48" RECESSED FLUORESCENT FIXTURE, MOUNTED IN CEILING GRID (REFER TO PLAN) EXTERIOR LUMINAIRE, MOUNT BOTTOM OF DOWNLIGHT WALL SCONCE 10'-0" AFF ABOVE WINDOWS. p RECESSED DOWNLIGHT (IN VESTIBULE) (� II �f �f HVAC SUPPLY AND RETURN DIFFUSERS, REFER TO MECHANICAL DRAWINGS. 4'-0" T-8 STRIP FIXTURE, MOUNTED TO BACK SIDE OF STORE FIXTURE VALANCE TRACK LIGHTING F-1 WALL -PACK - MOUNTED @ 15'-W A.F.F. REVISION # 27 SUMMARY A. ADDED SHEET REVISION # 53 SUMMARY A. UPDATE STRIP LIGHTING & TRACK LIGHTING FIXTURES LOCATION AND QUANTITY AS SHOWN PER THE REVISED FIXTURE PLAN, CF-1 B. CLARIFIED MIN. DIM. OF SALES FLOOR LIGHTING FIXTURES TO WALLS C. UPDATE RESTROOMS CLNG GRID AND LIGHTING LAYOUT P A R T N E R S H I P Architecture - Interior Design - Planning EU RE �L JI K J I " ^ ANCHOR G 0 E F G H R B CONSULTANT SEAL • REVISIONS # DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT 01/ 06/ 05 TENANT COMMENTS This document is 4�) Phillips Partnership. PC and is conaidcrcd on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document moy not W reproduced without the prior written consent of Phil6pa Partnership, PC_ TENANT 1501 W.P. BALL BOULEVARD PROJECT THE IMIARKETrPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT i 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 JL S/DEB DRAWING TITLE SHEET NUMBER Ar 'W AM Z 27 too _Ar�x r- - 1 '1- 1 /4" -5/8" GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF ROOF DECK, PAINT IP-1. 6" STEEL TUBE COLUMN 2-1/2" 20 GA. METAL STUDS 1"X 1" BLACK CORNER GUARDS TO 48" AFF. (TYP) BOSTON TRIM FROM BOSTON RETAIL (ELAINE TUCCELLI 800-225-1633) OR EQUAL. 6 WRAP AT INTERIOR COLUMN CA-3 SCALE: 1-1/2"=1'-0" DSW TO PROVIDE. AND INSTALL 18" H X 48"W GLASS PANELS SEALED IN LAMINATED WOOD (GROOVED SYSTEM) 5/8" GYPSUM BOARD EACH SIDE 3-5/8" METAL STUDS AT 16" ox. 3" DIA. STL. PIPE SET INTO 12" DIA. SLEEVE IN CONCRETE FLOOR FASTEN TO STUDS. (TYP) NOTE: PROVIDE TEMPERED GLAZING WITHIN 24" OF DOOR OPENING. VINYL BASE (TYPICAL) I I 1 I I 1 I 0 I I I �- I I I I I L__ _ I J CORNER SUPPORTS AT OFFICE WALLS SCALE: 3/4=1'-0" KEL L Y TAPERED DOCK SEALS BELOW DOCK BU 8 PLAN DETAIL @ LOADING DOCK CA-3 SCALE: 3/44-0" U EFS SAND W/ INSUL. — AND FORMLINER BELOW - SEE ELEVS. TILT -UP CONC. WALL -SEE PLANS & ELEVS. ANCHOR TRACK, BRACKET TO GONG. BENT PLATE 7/,�" x 4" x%" x 8'-0" W/ %" x 2" STRAP ANCHOR AT 2'-0" O.C. PAINT TO MATCH P-2- OVERHEAD COILING INSULATED METAL DOOR. PAINT COLOR EQ. TO P-2. CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS (COORD. W/STRUC. & ELEVS) TILT -UP CONC, WALL PANEL W/ 5/8'GYP. BD. ON IN SIDE OVER 20 INSET THIN BRICK AS SHOWN - GA. V Z-FURRING CHANNELS @ 24" 7114" COORD. W/ELEVATIONS O.C. TO UNDERSIDE OF ROOF DECK - W/ 1" RIGID INSUL. (R-5 MIN.) 5/8" GYP. BD. ON INT. SIDE OVER 20 GA.1-1/2" MTL. S,fUDS @ 16" O.C. TO —1-VAJ UNDERSIDE OF ROOF DECK W/ 1-1/2" RIGID INSUL. (R-6 MIN.) � PLAN DETAIL@ CORNER CA-3 SCALE: 3/4=1'-0" BASE GRAB BAR HOLD HOLD RAB BAR - PAINT IP-1 / 6 DSW TO PROVIDE AND INSTALL 18" H X48"W GLASS PANELS SEALED IN LAMINATED WOOD (GROOVED SYSTEM) 18 GAUGE STEEL CHANNEL, BENT FOR TIGHT FIT TO LOOSE SET STEEL STUDS 3 5/8" OR 6" 20 GAUGE TOP PLATE 5/8" GYPSUM BOARD (DO NOT SCREW TO TOP STEEL CHANNEL) 1 10 / - O CN m O Qzo C] T 11 4 11 4 ' 11 4 C4 1'-31 _I , °1.1--M � 1'-6" 1'-6" 1'-6" L 1' 6" L 1'-8" 2'-6" I 53 B 3 REST ROOM ELEVATIONS CA-3 SCALE: 1/4"=1'-0" j 4 ENLARGED OFFICE PLAN C3 SCALE: 1l4"=V-0' 5 TOP PLATE DETAIL CA 3 SCALE: T=V-0" UNDERSIDE OF STRUCTURE LU w 0 GYPSUM BOARD SCREWS SHALL NOT INTERFERE WITH ROOF AT FULL DEFLECTION 3 5/8" OR 6" 20 GAUGE STEEL STUDS AT 16" ox. G.C. TO PROVIDE 1 1/2" HORIZONTAL CHANNEL AT MIDSPAN, CONTINUOUS THROUGH STUD WEB HOLES, ENTIRE LENGTH OF PARTITION. ANCHOR CHANNEL TO STUDS AT 16"o.c. ST O l L E I OFFICE CODED T S O MIRROR BY'BOBRICK', #B-165-1830, 1/4" POLISHED PLATE GLASS, 11 O WALL -HUNG LAVATORY - RIM HEIGHT TO BE 2'-10" AFF, EXPOSED MOUNT AT 3'-4" AFF TO BOTTOM. PIPING UNDER LAVATORY TO BE INSULATED WITH TRUBRO #102-c HAND DRYER BY BOBRICK #B��7007 900,1 E5 53 )COLOR "`-E "SNAP -ON" LAVATORY WASTE PIPE INSULATION. MOUNT CONTROLS AT 42" AFC. 12 O BASE AND WALL CABINETS SUPPLIED AND INSTALLED BY DSW. W O TOILET PAPER DISPENSER BY'BOBRICK', #B-2888, MOUNT AT V-7" AFF TO CENTERLINE, AND 2 -6 FROM REAR WALL. 13 LOCKERS SUPPLIED AND INSTALLED BY DSW. �4 SOAP DISPENSER BY'BOBRICK'(#B 2111 MOUNT AT T-4" AFF (3 EACH) A 14 REFRIGERATOR SUPPLIED AND INSTALLED BY DSW. O E 1 1/2" DIA. GRAB BAR BY'BOBRICK', MOUNT AT T-0" AFF, O 3-0 LONG 1 15 O JANITORS SINK WITH WHITE FRP PANELS TO 48 AFF AT THREE SIDES, BAR AT BACK WALL (B490-36) - HOLD 6" FROM CORNER, (1) T-6" REFER TO PLUMBING DRAWINGS. LONG BAR AT SIDE WALL (13490-42) - HOLD 12" FROM CORNER. HOLD 1 1/2" OFF WALL. GRAB BARS SHALL WITHSTAND 250# POINT LOAD. 16 BARRIER -FREE BI-LEVEL ELECTRIC WATER COOLER. O TOILET PARTITIONS TO BY MILLS CO. DOORS AND PARTITIONS TO OD TABLE SUPPLIED AND INSTALLED BY DSW. BE V INSUL. (22 GA.) BONDERDIZED GALVANIZED STEEL, PILASTERS TO BE 1-1/4" (20 GA.) BONDERDIZED GALVANIZED STEEL. 18 EMPLOYEE TIMECLOCK SUPPLIED AND INSTALLED BY DSW. COLOR: DOVE GRAY �7 FEMININE NAPKIN DISPOSAL BY BOBRICK #B-270 CONTURA. 19 SAFE SUPPLIED AND INSTALLED BY DSW. O MOUNT AT 1'-7" AFF. FLOOR DRAIN, REFER TO PLUMBING DRAWINGS. 20 CABINETRY SUPPLIED AND INSTALLED BY DSW. 21 VERTICAL SUPPORTS FROM FLOOR SLAB TO 48" AFF. REFER �9 WATER CLOSET - SEAT HEIGHT TO BE 1'4" AFF. (U.O.N.) TO DETAIL 7/CA-3. O TYP. F 2 ( ) 10 WALL -HUNG URINAL TO HAVE ELONGATED RIM AT A MAXIMUM HEIGHT 22 PROVIDE 2X_ FRT BLOCKING AT TOP OF TRACK OF ALL PARTITION OF V-5" AFF, MAXIMUM HEIGHT OF FLUSH HANDLE TO BE AT T-8" AFF. WALLS AT OFFICE. 23 FLUSH MARBLE THRESHOLD, "WHITE CARRARA". 24 STAINLESS STEEL SINK WITH GARBAGE DISPOSAL BY G.C. REFER TO PLUMBING DRAWINGS. 12" 1, 4„ 7 ,�, �„ ,,, ENLARGED REST ROOM/ LOUNGE PLAN %ALL: 1/4"=1'-0" 53 D & G 1 /I'c-rim ii f nTflnr-r-n/-%w lr SCALE: 3/4=1'-0" REVISION # 53 SUMMARY A. REVISE LOCATION OF TIMECLOCK ELECTRICAL OUTLET & DATABOX B. ADD ADDITIONAL SINK & ACCESSORIES IN EACH RESTROOM C. REVERSE RESTROOM DOORSVVINGS D. REVISE LENGTH OF WALL TO COORDINATE VVITH UPDATED RESTROOM LAYOUT E. CLARIFIED SOAP DISENSERS & HAND DRYERS, UPDATE (QUANTITY F. CLARIFIED LOCATION OF FLOOR DRAINS IN RESTROOMS TO COORD. W/ REVISED RESTROOM LAYOUT G. REVISED LOCATION & EXTENT OF CORRIDOR, LOUNGE, AND WAREHOUSE TO COORDINATE VVITH LATEST RESTROOM LAYOUT REVISION # 27 SUMMARY A. ADDED SHEET EURE K J , 1 E r G H ftC A APiCHOft g C D i CONSULTANT ' SEAL REVISIONS # DATE DESCRIPTION z0 10/ 01/ 04 DSW SHELL & UPFIT : 01 / 06105 TENANT COMMENTS This document is ® Phillips Partnership, PC and is considered on Instrument of Service and fs solely for use with respect to the project as indicated below. All rights reserved - Thies document moy not be reproduoed without the prior written consent of Phillips Partnership. PC - TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER I. SANF'ORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB 13RIDGE ROAD BUIL DING 200, SUITE 150 ROSWEL L , GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE PARTIAL PLANS AND DETAILS SHEET NUMBER t;A;3 27 1. PROVIDE PIPE FLASHINGS, AND CONDUIT FLASHINGS AS REQUIRED. REFER. TO SHEET CA-12 FOR TYPICAL DETAILS. 2. PROVIDE STRUCTURAL FRAMING AT ALL ROOF OPENINGS. REFER TO STRUCTURAL DRAWINGS. 3. PAINT LADDER EXTENSION, IP-3 "VIBRANT YELLOW', AT WALKWAY PAD CROSSINGS ONLY. 4. CONTRACTOR SHALL KEEP ROOF CLEAN OF ALL DEBRIS DURING ALL CONSTRUCTION WORK. 5. REFER TO PLUMBING DRAWINGS, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ROOF PENETRATIONS REQUIRING ROOF FLASHING WORK. ALL ROOF PENETRATIONS FOR MINOR ROOF VENTS AND SIMILAR ITEMS MAY NOT BE INDICATED ON THIS ROOF PLAN: HOWEVER, ALL ROOF FLASHING WORK SHALL BE PROVIDED BY THE ROOFING SUBCONTRACTOR SO AS TO OBTAIN OR MAINTAIN NEW ROOFING WARRANTIES. ROOF PLAN CA 5 SCALE: 118"=1'-0" CL■�Illelta- a K RLWJm0Lyl5 1. SEE MECHANICAL/PLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3 ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS (SUPPLIED THROUGN' TRANS' - NO SUBSTITUTIONS). 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBIL ITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FL ASHINGS, 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. 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENT'S. 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.. 0010109MAM DS GUTTER AND DOWNSPOUT, SEE NOTE 14, ri AND DETAILS. COPING DEE A'-X" DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL NEW ROOF TOP UNIT ZTO 3 Architecture • Interior Design •Planning PFrone 770.3941616 ` 770-3941314 t� RE L,L J► K J I as E F G H R Q ANCHOR B C D CONSULTANT SEAL REVISIONS ## DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT This document is Q Philrips Partnarship. PC and is cons'idcrcd an Instrument of Scrvice and is solely for use with r�:3pcct to the project as indicated below. Al nghts reserved. This document may not t e reproduced without the prior written :ondent of Phillips Partnar¢hip, M. TENANT 1501 W.P. BALL BOULEVARD PROJECT 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 JL S/DEB DRAWING TITLE 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 4— INDICATES DIRECTION OF DOWNWARD SLOPE \[3 EF ROOF TOP WALK PAD EXHAUST FAN REVISION # 27 SUMMARY A. ADDED SHEET REVISION # 53 SUMMARY A. ADDED NOTE FOR G.C. TO COORDINATE EXACT LOCATION OF WEATHERHEAD W/ DSW SHEET NUMBER - I_I FA 20'-2 1/4" A.F.F. D.B.E. 1 FRONT ELEVATION CA-6 SCALE: 10=1'4" 600 �ZU C625 C630 640 650 660 670 675 690 ----- REAR ELEVATION SCALE: 1/8"44" 700 49 A 49 A 35-0" A.F.F. T.O. PARAPET 31'-0" A.F.F. T.O. PARAPET 28'-0" A.F.F. T.O. PARAPET 24'-3" A.F.F. D.B.E. @ CANOPY 24'-1 314" A.F.F. D.B.E. @ WALL 9'-4" A.F.F. B.O. AWNING 0'-0" FIN.FLR. o 19'-9" A.F.F. D.B.E. 0'-0" FIN.FLR. (I \ " G F E D ADD TO TILT -UP CONC. IV1G1) -SEE STRUCT. DETAILS 53'-53�4' / I � FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" 2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH EA A-3 EXTERIOR CANVAS AWNING - BLACK! WHITE k 12"X12" CERAMIC TILE EQUAL TO ❑SA BUCHTAL - CT-1 #145 - "INTENSE CARMINE" CT-2 12"X12" CERAMIC TILE EQUAL TOMARAZZI PARMA k - "BLACK" DOWNSPOUT - PREFINISHED ALUM. DS-1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" " LP-1 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 4 - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY'READY METAL' STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 NOT USED k MV-1 MASONRY VENEER - SIMULATED STONE PATTERN x EQ, TO CORAL STONE OR SIM. FORM LINER MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - k "DESERT IRONSPOT" PC-1 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 389- "SOUTHERN TAN" PC-2 PAINTED CONCRETE PANEL - FINISH COLOR x EQ. TO DRYVIT 108 - "MANOR, WHITE" PC-3 PAINTED CONCRETE PANEL - FINISH COLOR. EQ. TO DRYVIT 310 - "CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P-3 - "CHINA WHITE" STOREFRONT - KAWNEER 451 ANODIZED SFA ALLUMINUM - "CHAMPAGNE" STOREFRONT - KAWNEER 1600 ANODIZED SF-2 ALUMINUM - "CLEAR" x ST-1 EFS - COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" EFS - COLOR EQ. TO DRYVIT 108 - "MANOR ST-2 WHITE" NO INSUL. ST-3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" NO INSUL. 21" EXTERIOR WALL SCONCE BY WNONA LIGHTING- WS-1 3706-VVL-21 STRATA -CENTER LIGHT ON BRICK PIER k 33" EXTERIOR WALL SCONCE BY WINONALIGHTING- WS 2 3706-VVL-33 STRATA AA 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. TEMPERED GLASS �J LAMINATED GLASS NOTE_ ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED V\ATH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE. Y X C �- IF MC-1 1 J ADD TO TILT -UP CONC. -SEE STRUCT. DETAILS F-- 2T-1 1/2" A.F.F.- T.O. CONC. WALL _ - . . 9 A.F.F. '- 19- -- i I I D.B_E. f i { { ADJICENT TENANT fi { I' 'I i I i { f I I , I 3 SIDE ELEVATION CA-6 SCALE: 1/8"=1'-0" rW..' /X... iY..... /z., CA., rl L. f - I�8- 35'-0" A.F.F. T.O. PARAPET ST 3� 31 -0" A.F.F. - IF ��T.O. PARAPET ST-1 MC-1 ST-3 1I"I' AA �C D E F G H I MC-1 ST-2 AB -- I CPC-`/ \ nmc- PC-2 A rP-2)--\ (MG- � 35'-0" A.F.F. ST-3 T.O. PARAPET 31'-0" A.F.F. ST-1 T.O. PARAPET � 28'-0" A. F. F. , WS-2 T.O. PARAPET _ 24'-3" A.F.F. , D.B.E. @ CANOPY 24'-1 3/4" A.F.F. r- ST-3 D.B.E. @ WALL A-3 9'-4" A.F.F. ST-1 B.O. AWNING SF-1 ST-3 0'-0" FIN.FLR. MV-1 -- 3-2 d 24'-3" A. F.F. \ L-- - - I - _ 24'-0" A. F. F. T.O. PARAPET 20'-2 1/4" A.F.F., - - - D.B.E. 19'-9" A_F.F_, D.B.E. D.B.E. @ CANOPY 24'-1 314" A.F.F. D.B.E. @WALL - ST-2 5T-3 V-4" A.F.F. B.O. AWNING A-3 ASF 1 AA .FLR. 69ST - yi��/ - - --- -- - - i -_. -. - - -- - I ' i - --- - -- -- -- - -- -- - � 1 ADJACENT 1 rr L _ -, r JI-J MV-1 ST-3 �MV 2 4 SIDE ELEVATION CA-6 SCALE: L - DOCK WELL BEYOND KELLY DOCK BUMPERS REFER TO SECTION 1/CA-11 & SPECS REVISION # 53 SUMMARY A. UPDATE MANUF. OF CERAMIC TILE BACKGROUND BEYOND FRONT TENANT SIGNAGE B. CLARIFIED EXTENT OF PAINTED BLACK BACKGROUND BEHIND REAR TENANT SIGNAGE REVISION # 27 SUMMARY A. ADDED SHEET REVISION # 49 SUMMARY A. MODIFIED ELEVATION OF EFS BANDS B. COORDINATED EXTENT OF EFS W/ ADJACENT TENANT Phone 770.394.1616 1- 770.394.1314 RF U K I �TANGHCR F r; H R i3 C '� CONSULTANT �rf:," to �a If' REVISIONS # DATE DESCRIPTION , ? r 10/ 01 / 04 DSW SHELL & UPFIT 12/ 14/ 04 MISC. WALL CONDITIONS 0 01/ 06/ 05 TENANT COMMENTS This document is Q Phillips Partnership, PC and is i 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 I: 1501 W.P. BALL BOULEVARD PROJECT THE A T LA, E AT SEMINOLE TOWNE CENTER SANF'ORD, FLORIDA CLIENT i 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 CO/DEB DRAWING TITLE EXTERIOR ELEVATIONS SHEET NUMBER Agllllllhh� AM A Ar 27 TENANT FIXTURE PLAN CF-1 SCALE: 1/8"=1'-0" REVISION ## 53 SUMMARY A. UPDATED FIXTURE PLAN LAYOUT AS PER THE FIXTURE PLAN DATED 12//08/04 FROM DSW B. UPDATED SHELF LAYOUT IN WAREHOUSE AREA TO COORDINATE W/ REVISED RESTROOM LAYOUT - 6Z5 670 690 REVISION # 27 SUMMARY A. ADDED SHEET RF RE K J I A ?NCHOR C D E F G hl R CONSULTANT SEAL REVISIONS # DATE 0 10/ 01/ 04 Q 01 / 06/ 05 DESCRIPTION DSW SHELL & UPFIT TENANT COMMENTS 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. All rights reserved. This document may not be reproduced without the prior written consent of Philrips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA I CLIENT NORTH AMERICAN PROPER77ES 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 JLS/DEB DRAWING TITLE TENANT GENERATED FIXTURE PLAN SHEET NUMBER U'Am1b" F 27 i b y' . 0 > kt............................. 54.1 T :. x 300 u 12"X12" TYP. (2) I I 54,171 i 12 .'X 12 "lm 2 6't' 171 t" 3 s4I�.., . rF3 _..... ......... _ .. .. ............. .... f4... ._. ..................................................... ...... ......... ......... ----- --- UH-1 501 18"X j1 I I j E . ..... ....< ` ........... . 50( 18"XI i 50( 18"Xf GENERAL NOTES 1. VERIFY EXISTING CONDITIONS PRIOR TO BID AND START OF WORK. 2. COORDINATE AND SCHEDULE ALL WORK WITH OTHER TRADES AND ARCHITECT. 3. ALL MECHANICAL INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES. 4. DUCT DIMENSIONS ARE NOMINAL CLEAR INSIDE DIMENSIONS. 5. ALL RECTANGULAR DUCTWORK SHALL BE INTERNALLY LINED WITH 1" DUCT LINER. ALL ROUND OR OVAL DUCTS ARE TO BE WRAPPED WITH 1-1/2" WRAP. EXHAUST DUCTWORK IS NOT TO BE LINED OR WRAPPED. 6. ALL THERMOSTAT LOCATIONS TO BE FIELD VERIFIED AND COORDINATED WITH ARCHITECT. 7. DUCT LAYOUTS ARE SCHEMATIC. FIELD COORDINATE ALL DUCT RUNS. (PRIOR TO DUCT FABRICATION) NO EXTRAS SHALL BE AWARDED FOR DUCT REVISIONS CAUSED BY LACK OF COORDINATION. 8. COORDINATE EXACT LOCATION OF ALL AIR DEVICES WITH LIGHTING PLAN. 9. BALANCE SYSTEMS TO CFM'S NOTED ON PLANS. 10. LOCATE ROOFTOP UNITS A MINIMUM OF 10' FROM THE EDGE OF THE ROOF. 11. THIS SPACE CONTAINS NO INTERIOR FIRE RATED PARTITIONS. IF LOCAL CODES REQUIRE THAT SOME INTERIOR PARTITIONS BE RATED, PROVIDE FIRE DAMPERS WITH ACCESS DOORS, INSTALLED STRICTLY ACCORDING TO SMACNA STANDARDS. 1 - I I I 1 ( 1 I G ;{, 4 I I n it i PHILLIr 1 � � I 1� I.,•�� ii I f fl is i 1 a I i 1 I I, is i i i i : , _1-2..x..1.2 .:. i ! i i P A R T N E R S H I P , �. j ter- — r . ...... 1. ,SL V 14"X 14" Architecture •Interior Design •Planning : ..............,xi i E i 1?. r :� f 1 ,� ,� 770.3941616 F 770.3941314 -� 12 X12 EXH. } 0 f °_J CJ UP TO ROOF CAP if 1 1 - ...... ............. 9 ' ` € �\ ',fI ;: „5"'l . T 1 I ..... .............. !' t ..._... ` tt ..................L................. ws .w .. Oz I RF �w l I 3 i I j f Ro C ij :� `b R ® p 5 . �; ANCHO -- — 10 2A I \6: w ,a aiw Rat:: r= i>.> t: ,rt:: \w. �„� �• t a:>, ::t\;i> IL.. TY u;3;`�;� :I , I � r..::...::.:..... 200 } y 316"X 18" SA i € i ...........X I I 1 3 I 36"X 18" SA i '; i i 8" 0 O5 5200 � 520U i CONSULTANT 48"X 48" 48"X 48" i ................ .........................x ...... .........................._ ,, - - . if ................ ................... _...-......---------- ................._........... .................. TO.....RTU--4 s .......... .} ,.... _ _............ ........ .............._. RTU-1 ................... E Q ................... . 36 X 18 RA s i I — - RTU-1 RTU 4 li ` . 111 Jordan & Skaia Engineers, Inc. :.'2 :;: I 3 s 241 # 2410�� \, l Project Number 0�490070 1121X12 3� X...18" RA �L—,- ---J ' I t J ............. ... ••••�Q ..------- 5 OAKOft00K PARKWAY, NORCROSS, GA 30093 T 0................. ... I. PHONE (770)447-554/ FAX (770)44H-0262 0 =r �— 0 0 r �� 171 EMAIL- jso®jordanskala.com ..I......._ I �, — — — — — TRAF�CONDENSATION DRAIN ATC`3 UNIT. j EXTEND PVC DRAIN PIPE ON ROOF --- Ji ; i i COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC.:_z:. I AS INDICATED, TYP. i 1 E i ....L...... I I: II i —1" D ON ROOF ,,,,.,... / q rj..... __3 ............... i I 1-1 4 DON ROOF ............................ i.............. ................. .............. .i SEAL I i✓�— 1-1/4" D ON ROOF 36" X 36", 9—TIER LOREN COOK MODEL THE PENTHOUSE RELIEF VENT WITH I l -------__ --- .----- - 2 DON ROOF ' `Er 2" D; ON ROOF " GRAVITY BACKDRAFT DAMPER AND BIRD „ __...._.... __...�_.. _. _...J Tl _ 2 DON ROOF .E„.'.:. • ! SCREEN. PROVIDE 8" ROOF CURB. j l � i j !Ili --------- ---- ---- -- 06" STATIC PRESSURE. PROVI i .`....—j ii: l 'i.il1. ---------- ,rr�� //-^� l !Hill! li•i;. ii•ii a ---�—------ c --- .rIIGO iiliiilji.il, SECOMTY BAR" IN ROOF OPEN G. ! i { i 1 D ON ROOF ` I >, TO CUH 1 II 1 05200 36'X 18 SA` 1 _ i.i.fiiil' l.i�i! EXTEND 8" 0 TO RTU-2 S A DUCT. �_---::, 1—..__:: l l i l l i 1 lit Q / 1-1/2" D ON ROOF I 48"X 48' ._ — / L 1 i ! t i i' -i1 I l i — i PROVIDE IN/AIR SCOOP AT CONNECTION. (, _L. s TO RTU-2 I ,UH - 1 RECESSED IN —i I_ „F _. 31.: VESTIB.U.LE.. CEILING.. i 1 RTU — 6 I r E _.__ � j_�.a..i 870# I I f 8" 0 �.� COORDINATE W/ LIGHTS. I: CUH-1; ! i RTU-2 zJo ......... I ..........:...:. 2410 8 '� 3 iI - IL i \. �` 1.. _ ....,. _. REVISIONS f. . .j. I I # 1 1.. A� 0 0 0 I 0�i C� �: �� — — — — � r, i i # DATE DESCRIPTION 0°� it i i 0 06/01/04 MEP COORDINATION 1 1-1 /4"DON ROOF 10/0 i 1/ 04 DSW SHELL & UPFIT TTO RTU-6 E.t: _ I� .=•- =.:.:- ;,,.,._ _.......... _ .... . __..... l __..... . 01/ 06/ 05 TENANT COMMENTS 1-1/4" D ON ROOF j E 1 I f ( I ! I 1-1/4" D ON ROOF € li : I i.i.. I i . 1 o x 48 0 EI)0 011 — 0 3ij : j1 I w: i 36"X 18" SA I O5 5200 36"X 18" SA `'' %_ l ( il• I I r-- — — 48"X 48" 1 �-- _. _....... I I S T TO R �U-5 I TO RTU-3 iI' L.......... ....J 1 i ..... ........ _........ a .. .._........ _ .... -. .............-.._...... ... .. - IN AT :,.} t--......... _............ .._... .... _. ...........•<3� -0 _.... _.. ... _... L..... _ .-.. _ ..- ii I i S t. 1, i......_........._..... . I 72 AFF. TYP I ( ( R rU — 3 !€, i..... ._......... I i RTU-5 I I' 2410# �— o...r. �` 241 -- — --� 1 3 f C..... ............ . € 0 I 0 � CO 36"X 18"CAA ( 1 3 0 0 I�>...... �'. f0 C 1 1 i ii 1 t (• • I' : l: i This document is U Phillips Partnership, PC and is I I` respect red an Instrument Service and s solely to the project indicated below. Allrights reserved. This docurent may not be reproduced without the -- ------ -----------ll Y P r prat I i written consent of Phillips Partnership, PC. E j TENANT 1 I � �I:, • ll Iw i E II OFFICE is ....I 1 0 0 is i I .. ...... ... I .. -... ... _ ., ............... .. 1 I: . o-- ........•-M:— T" ......... .....::...e e.._:-e,.-.—.: ..e-•gin-:.:e.. -... ... ...sm.-._ �s I_'.. ...... ...... ....... .... _ .. -.. ................ ._ .-........m.-.— ...:....... ....u.:::::....... ..... ........:.. _..-- ---- ---- � --.........�::,.....—.j::....:........................................_._..................................................................................................................:.._.........................._.............},.:..............::: 1501 W.P. BALL BOULEVARD ;i CODED NOTES 0 COORDINATE SUPPLY AIR AND RETURN AIR DUCT PENETRATIONS WITH THE ARCHITECT AND BUILDING STRUCTURE. O SUSPEND ELECTRIC UNIT HEATER FROM STRUCTURE. (�3 HVAC CONTRACTOR TO PROVIDE AND INSTALL SMOKE DETECTORS IN SUPPLY AIR AND RETURN AIR DUCTS. DETECTOR SHALL BE SYSTEM SENSOR AC DC P—DH 100 WITH REMOTE TEST SWITCH. LOCATE TEST SWITCH ADJACENT TO UNIT THERMOSTAT. CONNECT TO RTU SHUT DOWN CIRCUIT. POWER TO DETECTOR AND CONNECTION TO ALARM SYSTEM WILL BE BY ADT UNDER SEPARATE CONTRACT WITH TENANT. aROUTE CONDENSATE DRAIN TO DISCHARGE INTO GUTTER/DOWNSPOUT. SEE DETAIL, DRAWING CM-2. DSW - TENANT FIT -UP FLOOR PLAN --- H.V.A.C. SCALE: 1/8" = 1'-0" REVISION # 53 SUMMARY 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 ISSUE DATE 0208616 DRAWN BY/CHECKED BY 10/01/04 DRAWING TITLE MLW/GMS TENANT FIT UP FLOOR PLAN H.V.A.C. SHEET NUMBER TENANT COMMENTS REVISION # 27 SUMMARY A. DSW SHELL & UPFIT REVISION # 5 SUMMARY A. ADDED SHEET FD-1 W/ TP, 3"W, 2"V UR-1: 2"S 2"V 3/4"CW EWH-1: 1" INLET/OUTLET, MOUNTED ABOVE MOP SINK, RUN T&P FULL SIZE TO MOP SI JR-1: 3"W, 2"V, 1/2"HW/CW 3/4"HW/CW A/C &. DN S-1 /GG-1: 2"W, 2"V, 1 /2" HW/CW 4"S B/F @ 1 I.E. 50.17' 4" V UP & V.T.R. WC-1/2: 4"S, 2"V, 1/2"CW LAV-1: 2"W 2"V 1/2"HW/CW - EWC-1: 2"W 2"V 1/2"CW .J ENLARGED RSTROOM/LOUNGE PLAN SCALE: 1/4" = V-0" 4"VTR I ti 2„ I � WC 12» 1`11- 4 I LAV 1 I I LAV 12r> » a2 4" 2" 1 FD I " 11 3Ii2„ WC » 1 III1 \ III `22WC �WC FD 1/2„ 4 , \� ` LAV WC r-- 1 LAv URL I EWC W3/4» 1 1/4" 1 3/4" 1 1/4"�� � ' ✓ I r ` EWC I II 1 1IA" r \ 1 1 ' A 3/4 rLAV `\ LAV LAV 3/4� �. LAV s<•w cry•=M:.,1 /2" / v 3/4 WATER 1 1/4" COOLER e 1 1 1/4"'-,,, HW I I I ,r 3/4))113/4 MOP SINK I 1/2' 1/�� BREAKROOM INK -ANITARY 8c DOMESTIC WATER ISOMETRICS PLUMBING FIXTURE SCHEDULE NOTES 1. SEATS FOR WATER CLOSETS SHALL BE CHURCH 5321.112. 5. TRAPS FOR LAVATORIES AND WATER COOLERS SHALL BE DEARBORN. 2. SUPPLY AND KEY STOPS FOR TANK TYPE WATER CLOSETS SHALL BE 6. FLUSH VALVES FOR URINALS SHALL BE DELANY F451. DEARBORN. 3. SUPPLY AND WHEEL STOPS FOR LAVATORIES, SINKS, AND WATER COOLERS SHALL BE DEARBORN. 4. SUPPLY AND KEY STOPS FOR WHEELCHAIR LAVS SHALL BE DEARBORN. 53 , FIXTURE `,>� a.« ,> DESCRIPTION RM ,,. ,: " :� �,?,il� T",' PIPING CONNECTIONS ""ANUFACTURER'S CATALOG NUMBER MOUNTING DESIGNATION �N "} �' COLD HOT TRAP WASTE >-. VENT _R FIXTURES STOP OUTLET FAUCET HEIGHT WC-1WHITE, VITREOUS CHINA TANK TYPE WATER CLOSET, FLOOR MOUNTED WITH PRESSURE -ASSISTED ` l/2" INTEGRAL 4" 2" F° AMERICAN 17" TO SIPHON JET, ACTION ELONGATED BOWL, WHITE SEAT WITH OPEN FRONT, CLOSE -COUPLED TANK, WITH WATER -SAVER TRIM & 2 BOLT CAPS. FIXTURE HEIGHT IS TO BE WHEELCHAIR ? STANDARD RIM ` 2377.100 �3 ".:. ACCESSIBLE. _s WC-2 WHITE, VITREOUS CHINA TANK TYPE WATER CLOSET, FLOOR MOUNTED WITH PRESSURE -ASSISTED sSIPHON JET ACTION, ELONGATED BOWL, WHITE SEAT WITH OPEN FRONT, CLOSE -COUPLED �1 /2" Y" - INTEGRAL 4" 2" AMERICAN - STANDARD 14" TO 1 TANK, WITH WATER -SAVER TRIM & 2 BOLT CAPS. } RIM 2333.100 UR-1 WHITE, VITREOUS CHINA WASHOUT URINAL, WALL MOUNTED, INTEGRAL TRAP, 3/4" TOP SPUD 3/4" 2" 1-1/2" AMERICAN - SLOAN 17" TO FOR EXPOSED CHROME PLATED FLUSH VALVE, SIDE PRIVACY SHIELDS, WALL HANGER AND STANDARD 186-1 URINAL LIP SUPPORTING BOLTS, MOUNT AT ADA HEIGHT. 6501.010 44" MAX TO FLUSH VALVE. LAV-1 WHITE, VITREOUS CHINA 18"X20" ADA COMPLIANT WALL HUNG LAVATORY WITH WALL HANGER, 1/2" 1/2" 1-1/2" 1-1/2" 1-1/2" AMERICAN DEARBORN GRID SYMMONS 34" TO FRONT OVERFLOW, 4" CENTERS. INSTALL FLEXIBLE SUPPLY PIPES WITH WHEEL HANDLE STANDARD 2720SCW STRAINER S-60-G-H RIM STOPS, PERFORATED GRID DRAIN WITH TAILPIECE, 1-1/2" ADJUSTABLE "P" TRAP, (OFFSET 0355.012 & INSULATE OUTLET, SUPPLIES & TRAP PER A.D.A.) AND PUSHBUTTON METERING FAUCET. S-1 18 GAUGE, TYPE 302 (18-8) NICKEL BEARING STAINLESS STEEL, SELF -RIMMING, SINGLE 1/2" 1/2" 1-1/2" 1-1/2" 1-1/2" EL KAY DEARBORN LK-35 ELKAY COUNTER COMPARTMENT SINK. FURNISH WITH TOP MOUNT TWO HANDLE FAUCET, CHROMED METAL LRAD-2521 2720SCW BASKET LK-2433 WING HANDLES, SWING SPOUT, AERATOR, AND REMOVABLE BASKET STRAINER. INSTALL -55-3 STRAINER FLEXIBLE SUPPLY PIPES WITH WHEEL HANDLE STOPS AND ADJUSTABLE "P" TRAP. 00-1 FOOD WASTE DISPOSER WITH SMOOTH, BAKED ENAMEL FINISH, SHOCK MOUNTED FOR QUIET 1-1/2" 1-1/2" 1-1/2" INS -PINKER- --- ON SINK ® OPERATION, STAINLESS STEEL CUTTING TEETH, RUST AND CORROSION RESISTANT GRINDING ATOR OUTLET CHAMBER, LIFETIME LUBRICATED 3/4 H.P. MOTOR AND BEARINGS, BUILT-IN MANUAL RESE'l- 555/SS OVERLOAD PROTECTOR. INSTALLATION BY P.C., WIRING BY E.C. 120 VOLT. ® JR-1 MOLDED STONE MOP SERVICE BASIN, 24"X24"X10" WITH FACTORY INSTALLED STAINLESS STEEL DRAIN BODY WITH STRAINER, CHROME PLATED SERVICE FAUCET WITH WALL BRACE, PAIL HOOK, 1/2" 1/2" 3" 3" 2" FIAT INTEGRAL FIAT FLOOR MSB-2424 830-AA MOUNTED HOSE THREAD ON SPOUT, INTEGRAL VACUUM BREAKER, AND INTEGRAL STOPS. PROVIDE #889-CC-24 MOP HANGER, HOSE & BRACKET AND #E-77--AA VINYL BUMPER GUARD. FD-1 COATED CAST IRON, TWO-PIECE BODY WITH DOUBLE DRAINAGE FLANGES AND WEEPHOLES, (1/2" 3" 3" J. R. SMITH 3" FLUSH W/ BOTTOM CAULK OUTLET AND ADJUSTABLE POLISHED NICKALOY STRAINER. PROVIDE DRAINS WITH PRIMER 2005A-PO50 FLOOR 1/2" TRAP PRIMER CONNECTION. PROVIDE TRAP PRIMERS FOR ALL DRAINS NOT INDIRECTLY CONN.) --03 CONNECTED TO THE SANITARY SYSTEM. EWC-1 SPLIT-LEVEL WALL MOUNTED, WHEELCHAIR ACCESSIBLE ELECTRIC WATER COOLER, ALL AUTOMATIC 1/2" 1-1/4" 1-1/2" 1-1/2" OASIS DEARBORN - PER m WITH TANK, COOLING COIL, INSULATED COOLING SYSTEM, SELF CLOSING TOUCH PADS WHICH P8AMSL 2712CW MFR. ELECTRONICALLY ACTIVATE EACH BUBBLER VALVE. INSTALL FLEXIBLE SUPPLY PIPE WITH WHEEL HANDLE STOP AND ADJUSTABLE "P" TRAP. SPEC. TRAP BRASS FLOOR DRAIN TRAP PRIMER VALVE, AUTOMATICALLY OPENS WHEN LAVATORY FAUCET 1/2" -- PRECISION 1/2" EXPOSED �y �I PRIMER IS ACTIVATED. PLUMBING BELOW l PR0DUCT ' LAVATORY PRIME -- RITE" WATER HEATER SCHEDULE SYMBOL LOCATION/ STORAGE GPH ELECTRICAL CRITERIA NOTES MODEL NO. CAPACITY REC./TEMP. RISE OUTLET KW GALLONS TEMPERATURE INPUT EWH-1 MEN'S RESTROOM/ 10 19/65' 1207 3 1-5 DEL-10 NOTES: 1. PROVIDE EXPANSION TANK SIZED PER THE WATER HEATER MANUFACTURER'S RECOMMENDATION 2. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE 3. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 4. ALL UNITS SHALL MEET ASHRAE 90-75 AND ALL LOCAL CODE REQUIREMENTS. 5. DESIGN BASIS: A.O. SMITH, COMMERCIAL GRADE, DURO-POWER SERIES, A.SME RATING NOT REQ'D, SINGLE ELEMENT OPERATION. MI SI AKROOM MOTOR GONG Al """ ON OUTSIDE N 4" TO FIRE DE CONNECTION 2" ANGLE CHE 2" SIGHT GLAS 1 1/4" DRAIN 1 1/4" CHECK 3" DRAIN EXTE THRU WALL_ 6" FIRE SERVICE WITH ROD AND CLAMPS SCALE: N.T.S. DRAINAGE PRODUCTS/SPECIALTIES UNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. EQUAL PRODUCTS: ZURN, JOSAM, WADE AND WALLS. LAVATORY --WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS. ELECTRIC WATER COOLER CARRIER -WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS. TP-"A"-AUTOMATIC TRAP PRIMER PPP PRIME -RITE SERIES AUTOMATIC TRAP PRIMER WITH MULTIPLE OUTLET DISTRIBUTION UNITS AS REQUIRED. TP-"L"=TRAP PRIMER JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1-1/4" INLET AND OUTLET, 17 GAUGE SATIN CHROME -PLATED P-TRAP. NFWH-WALL HYDRANT- EXTERIOR- NF JAY R. SMITH FIG. 5509-QT NON FREEZE 3/4" CAST BRONZE HYDRANT WITH RECESSED STAINLESS STEEL BOX AND FRAME INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. TD-TRENCH DRAIN ZURN MODEL Z-812-DGC, (2) 12" WIDE POLYESTER FIBERGLASS CHANNEL SECTIONS WITH HEAVY-DUTY STEEL FRAME, EXTRA HEAVY-DUTY DUCTILE IRON GRATE. PROVIDE END CAPS AND 8" BOTTOM OUTLET. TO SPRINKLERS ALARM VALVE PRESSURE GAUGE (TYP.) PRESSURE SWITCH RETARD CHAMBER 1 1 /2" DRAIN FINISHED FLOOR THRUST BLOCK DIELECTRIC UNION (TYP ASME T&P RELIEF VALV DISCHARGE FULL SIZE & TERMINATE AT MOP 1 1/2- HIGH SAFETY P 1" DRAIN ROUTE A/C 6 TERMINATE AT MOP SIN[ PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION A/C ABOVE CEILING AD AREA DRAIN A/F ABOVE FLOOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE A/P ACCESS PANEL B/C BELOW COUNTER B/F BELOW FLOOR B/G BELOW GRADE —CD— CD CONDENSATE DRAIN ��}-- CV CHECK VALVE — - — CW COLD WATER PIPING DN PIPING TURNING DOWN rJ o FD FLOOR DRAIN GV GArE/BALL VALVE H.C. HANDICAPPED — -- --- HW HOT WATER PIPING o --- P-TRAP I— PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTOR S _ Sy SOIL, WASTE PIPING ABOVE GROUND --- _S®® S,W SOIL WASTE PIPING BELOW GROUND SA SHOCK ABSORBER TP TRAP PRIMER —�I�— --- UNION UP PIPING TURNING UP --------- V VENT PIPING VTR VENT THRU ROOF '�— WCO WALL CLEANOUT C WH/NFWH WALL HYDRANT/NON-FREEZE WALL HYDRANT GALLON EXPANSION TANK VACUUM RELIEF GATE VALVE (TYP.2) 1" CW SUPPLY 1 " HW OUTLET 3/4" CADMIUM PLATED ALL THREAD ROD WITH LOCK WASHERS AND DOUBLE NUTS (TYPA) SOLDER SEAMS WATER TIGHT CROSS BREAK BOTTOM OF PAN TO DRAIN POINT 2" X 2" X 1/4" GALVANIZED ANGLE IRON FRAME RF RE K J I kn G FI C A ANCHOR B C D E F CONSULTANT Jordan & Skala Engineers, Inc. Project Number . 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (77D)447-5547 FAX (770)448-0262 EMMA�JJL• jse®jordonskala.com COPYRIGHT(D 2004 JORDAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 0 10/01/04 DSW SHELL & UPFIT A 01/06/05 TENANT COMMENTS DRAIN VALVE 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 docurrrent may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT : s' ELECTRIC WATER HEATER MOUNTING DETAIL_ SCALE: N.T.S. Gas FULL SIZE BY PASS NORMALLY CLOSED 2" OUT TO SYSTEM PRV-2 SEE SCHEDULL PRESSURE GAUGE (TYP.) UNION (TYP.) PRV-1 SEE SCHEDULE STRAINER (TYP.) NOTE: THIS DETAIL APPLIES ONLY IF THE WATER PRESSURE AT THE SERVICE ENTRANCE EXCEEDS 80 PSI. DOMESTIC WATER SERVICE ENTRY DETAIL SCALE: N.T.S. 1501 W.P. BALL BOULEVARD PROJECT THE TL AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT M �"4 k:5 Ste•, I NORTH .AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 : TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE JMW/RWF ENLARGED PLANS & ISOMETRICS , SHEET NUMBER A SCALE: N.T.S. REVISION # 53 SUMMARY A. REVISED SHEET PER TENANT COMMENTS REVISION # 27 SUMMARY A. ADDED SHEET , FIXTURE PROVIDED AND INSTALLED BY LANDLORD. LANDLORD ELECTRICAL CONTRACTOR SHALL EXTEND CIRCUIT TO PANEL AND CONTACTOR SHOWN. LP1-6 ----------------------------------- 0.2wn- 3 ............... ....... ... . ........... ................................................................................................................ ............................... . .. . ............ ............ ................... ; ------------ ................................. .............. .. . ... ............ ......................................................................... . . ... ....................................... .................... ..................... ................................. .. . ... . ................. .............. . .... .... ........... ...... ............ — - - - ------------------- - — — — - — ---- - ------- .._ ......... . ........... ................ . ....................................................... ... . . ......... . .......................... .... ........... ........... ........... .......... ......... ..... . .. ...... .................. ........... NLP1-25 LPl-EM-1 LP1 -17 23 R-1 f C2 PID C1 PID ------------- ... . ..... R .7 Vv ............... . ......................... f + R-La 1 R-1 -------- - - — 1 2 J IVI-Z M-2 PDA R-1 I l'. ............. PD-1 EM EX - --------------- . ......... ......................... --------_--- ............... + .................. ............... ...................... ........ ........... EMF3. .... ........ : -7: R, U ..... .. .................. . ................... ... ....... .... ......................... ................... ................ ................ ............. ... ........ ..... ... ................... ... ................... .. ................ .. ... .............. ......................... ................ N R-2 R-2 R-2 R-2 ........... ......................... ..................................................... LP11-2 CH-1 EM-1 EM-1 LOADING, DOCT \"v, .......... ............. DOWN TO DUPLEX RECEPTACLE v :J v, SHOWN ON POWER PLAN. RT2 CH-1 FI. X 74 FIXTURE PROVIDED AND INSTALLED BY .................. .... ... ................ ............ 1� H 5 . ....... . .................. ............... EX- 03� LANDLORD . . . ..... ... A LANDLORD ELECTRICAL CONTRACTOR SH ALL ° EXTEND CIRCUIT TO PANEL AND CONTACTOR CH-1 _5 SHOWN.— W 54A T_ v ......... ............................................... VVAP1,0M J� ............. CH-1 CH-1 + CH-1 CH-1 W-3-_ .............. ....... ........ ... . ... .............. .. ... ............. ... .......... ........ ... .... .. ----- .. ........... ... ... ............. ..... ... .. .. ......... ............ ... .......... I [Di-ir C1 D INSTALL LIGHTING FIXTURES IN HANDBAG DISPLAY. (TYPICAL) 4 C2 PPl-37 (1 20V) PD-0 PD-1 PD-1 PD-1 PD-1 EM PD-1 FM EM-1 4&- EM-1 EMJ1 7W ...... ... ................... ... ....... ........ .............. ... . ................... ... .. .... . ..... --- --- - -- .. ... . ................ ... .................. - - ---------------- ... ................... ... .... EM-1 ..... . .... ... ... - ............... .... ... ........ . ... ................... -------------- ---- jz:qT I:EM-1 1EM PD-1 ............................................. ------- ... ................ .. ... ................ PDA --- ---- ............. 01 0 EX-1 `P`D - I PDA PDA EM DZ� B L D K) F z......................................................... ..... ............................................... r i- R _z0i,31 6 7 PD-1 PD-1 PD-1 ........ ........ .............. PD-1EIVI ................. PD-1EIVI PDA PDA PD-1 EM PDA EM-1 FIELD MODIFY LOCATION EM-1 : EM-1 EM-1 OF FIXTURE TO AVOID ----.......... .......... ----- CONFLICTW DIFFUSER. EM-1 EM, EM-1 PD-1 PD-1 EM-1 .... ................... ........ --- --- --- EM-1 PD-1 EM LP 1-4 1 1 [ ............. ... ............... - J. PD-1 PD1 'X�P D - 1 D-1 7: OPD-1 PD-1PD-1 (�PD-1 �O P DSW I - PD-1 PD-1 .. .. ................... . ................ :: ------------------- ........................................... ......................................................................-------------------------- D-1 X r.......... ... . .. . .. ........... ...... .. .......................................................................... ................................................................................... .............................................................. : ...................................................... SWITCH TO CONTROL CONTACTOR C1 SWITCH TO CONTROL CONTACTOR C2 SWITCH TO CONTROL CONTACTOR C3 TENANT FIT --UP FLOOR PLAN - LIGHTING SCALE: 1/8* = 1v-0" PD-1 PD-1 PD-1 PDA PD-1 P A Z W L ERFi PKI K J F A C D E F ANCHOR H RD C1 0 H C --------- - -------- ............................ ----- - ---- ------ CONSULTANT ....&E. 241',-1 C2 LP1-1 ........... 1: W-2 0 4 PD-1 < LU W-2�: S 8 ij: SEAL . ... . ... . ...... M: 4', 7 .................. ... .............. ......... ... .. ............. ..... ... u. . ... ..... ... ........... ... ........... ...... ................ ... ................... .... lu -16 fi : 'FIXTURE PROVIDED ANDII�STALLED By C WILANDLORD LANDLORD ELECTRICALLCONTRACTOR SHALL EXTEND CIRCUIT TO PAN AND CONTACTOR ",SHOWN. (TYPICAL OF W-21 W-4 FIXTURES) EM-1 REVISIONS -- ----------------- --- ........ . . . ......... .. .. .... ........... ......... ......... . ........... .......... ---- '2, W-4 # DATE DESCRIPTION 10101/04 DSW SHELL & UPFIT EX-1 01/06/05 TENANT COMMENTS it ...... .... ................... .... ........ ....... ... ...... ..... . . . .............. . . ... . .. .. ..... P. 1 - 14 R 3 ............ PD-1 EM Ili iililk;?Ilijl EIVIA i!l .. . .. .... - ---- . ...... ..... .... .. .. .. ...... R 3" ...... ....... _-.1 I t 1 EX-1 1111 UH H . ..... .. .... . . .. ..... ........ ... . ............. hl ......... .... ..... ....... ..... E M_1 EM-3 R-3 PD-1 ---------- ... --------- - I.M. . ... .. ............ . ... ............. ........... ... .... .................. .................. ... .............. . . . . . . . . . . . . . EX-1 ------------- ............... .. .............. i:; W-4 2� 3 This document is Phillips Partnership, Pc' and is considered (in Instrument of Service and is solely for u" with .... .... ------------------- ... .... ....... .......... ... .................. .... ..... r"pect to the project as indicated below. All rights reserved. .......... ............. • This document may not be r�jproduced without the prior written consent of Phillips Partnership, PC. PD-1 EM TENANT M , K: yi- I I; :I i:.. ......... ... ....... ........... ... ....... ........... ...... .......... ........... ... .......... ............. ... ------- ----- 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE AVVQ/CCJ A TENANT FIT UP FLOOR PLAN LIGHTING SHEET NUMBER REVISION # 53 SUMMARY A, REVISED LIGHTING PER TENANT'S COMMENTS REVISION # 27 SUMMARY A. ADDED SHEET 11 � �������� ��_� ��_ � � ' � ' ` � l , '..: "— tv. t I ..00voram; ' ' '_'_ "' .. I . : : � : / ". : : I t �r 1 -.4 .. v : .- AP-M — 1. : \ ... T " � \ _"' : : � : . . ; i: C - -::, "), T: �__' : I ' � `�__`-.,J, DF PP 2 G )) , _,"""', 11 : 6N F Im. : ] 'i I : " - 1: !!� ... : � ...... ....... .. ....... ..... ...................................... : : , ) D | i' ' i /' ! QA��! i i � | /'�) | � u� `\ | ./ | i !� ./ ��| n�« i�~~ /'�� ! // ' i/����.,.~ v�.'� °° �z`~ ! ! .� � � � � �� ~~_.~ =^ / � � / �� � +�\�. � i /' CR' 48' ���i `� \�/ �r Hp1- | 14" - 9Pl�1O- PP1-J1 ) PP1-20 \PP1-27 --�OA/JP NE�A JR n�. '� � -7-~-' PP12 DUCT DETECTOR TEST SWITCHES '21^~5 ON COLUMN AT THERMOSTAT �l (7L11 !! . LOCATION /TYP|CA\ `/ �� _� �� �2 /D|SC. SWITCH Y �E �q U0 - - �' U�_ Ra E F (/ - CONSULTANT ineers, Inc. Project Number - 0410070 SEAL\11�11 : , ,I t : A - I : t; ; : : I ; : : : . , �' 11 : \ ", : t; ; : : : : .. I . 11 1 1 - 11 � 1 1 'I I i I i � , : "N : 96" AFF_ ; ��__c_:' '! '�" �11 ; : : . ; VERTIC ��'.' ; A " I : R . 1 it. � , REVISIONS .... I ... - . ... ................ %x" - ............ i .. .... ....... . . _.._ ... � ...... ".) � "N'�I, , '�"'0�'" '�' "1"%, ", �"\ 6DOISAC/. 3 SWITCH \"��""�"""�Ix","'�' 1IlM1::1i:.* l: ::.i L_ ___j E)iil.:::::::: ;:::;:;�::::1 1:::::i:::I \ �/I , /��{ ||/ | |��| � V DATE DES CK|PTION "3- ._"_ -1k IIII, / ,_-_-I I,I -__-I_�'�' V�/ "' ' ( 4 ) ___________ _____ ^-^ _ \�/ J� 10/V1/O4 DSN8HBl&UPFT lz_�� --' | ' - P NE�A JR ' ....�..�.....� ...� .� .......�.. ............ � .................N......... 10D7I11I..,,,�.'J"..,�"".",I� ,,%':;::::...I,,'",�"1,0, ,�'"":���".'!;,' :;;;' ", ',�, �", 'I".R'",�N,\""'_\"�"]�,"�_"",�'�,","nT,,,'',�,,', ,�",\,.P'�-'._,,'\" \I�"I, "'"_'—1�I__I"'_I' '" ,_'_-* _'\_"__\_'_1"._ii21--_%_1,1 -).--"5_-'--_-'_,-�-211_,"__,__-7\_,�\_-_� __,,__--__2" ;:::::t::i:tt: :::::t e'/I% 1'( `-' DISC. 5VYUCH 40A DUAL ELE�ENT ! C4 FUSES | | 7 | �� L�"' / L. \�/ �--- HP1-B`10,12 - -~- �-~� ��-� `=°^ ~~ vv- / C. �u�n 3�8 /� 1�10 ! /\ i ! ! -----.' - ---.................. ...... ---� - ---' 1. - --. H0T0 CELL 4��V' JpH� C"D |N 1�'C ! /53\B 3�2 8c 1�� �' D |N 1 1 /4"C ! ! N RO0F ^� ! PP1-2J ! INSTALL WEATHERPROOF, SINGLE � . . � �ANC k�CE�SED BOX FOR USE11 ,. ,,^,` ' HP1- 7 BY TENANTS D/87\ COMPANY. i '` '` ' � i �� � EXTEND CONDUIT R70W . BOX TO JOIST LEVEL INSIDE `~ � BUILDING | � | !!- -1 i-,"I"Hy - " - 1: -(1-D �' U | � i ! i ^� ' `� ___- - --�/* ,\---- - ---- ----- ----- ---------- \- -: ; i \ POWER TO :PANEL. �7� /_ 'O t : UTILITY COMPANY PAD MOUNT TRANSFORMER -- . �: --R---- X TIME CLOCK MO,' .. NTED � . . Z:�" PROVIDE CT CABINET AND UTILITY MiQTER FOR TENANT'S : : ELECTRICAL SERVICE. COORDINATE 0-11 CABINET AND METER TELEPHONE BACKBOARD, - ........ I : : REQUIREMENTS WITH UTILITY COMPANY. PROVIDE A MINIMUM 4'Hx8'ft:3/4"D FIRE � ! ETWEEN CT CABINET AND METER, COORD. RESISTANT PLYWOOD . . INSTALL WITH TOP : ON -TELEPHONE BOARD 1 DSW TIENANT FIT -UP FLOOR PLAN AT BOTTOM OF BOARD — - /�`\ \ �/ ` OUTLET BOX BY ELECTRICAL CONTRACTOR FOR /��` (»/ EXTEND CONDUITFROM JUNCTION BOX TO DEVICE LOCATIONS SHOWN. USE BY SECURITY SYSTEM INSTALLER FOR KEYPAD. INSTALL 48" EXTEND 1_1/2" CONDUIT FROM JUNCTION BOX TO EACH CABINET ABOVE FINISHED FLOOR.EXTEND 1/2^ CONDUIT FROM OUTLET ' ' L0C/�|0N |N OFFICE. BOX TO ROOF JOIST. TURN CONDUIT OUT 90 DEGREES. INSTALL BUSHING ON END. SECURITY SYSTEM DOOR CONTACT LOCATION. INSTALL A SINGLE 0 GANG OUTLET BOX AT ONE SIDE OF THE DOOR AT THE HEADER. \ Q/ THREE /J) 2" CONDUITS |N WALL FOR CCTV' TELEPHONE' D/U�. AND `' EXTEND 1/2'' CONDUIT FROM THE OUTLET BOX TO THE ROOF JOIST. ' SECURITY SYSTEMS. LOWER ENDS OF CONDUITS TO BE CONNECTED ' TURN CONDUIT OUT 00 DEGREES. INSTALL BUSHING ON END. T0 A RECESSED 24^x24^xO" BOX W/8LANK COVER INSTALLED BELOW THE UNDERSIDE OF WORK COUNTER. COUNTER ELEVATION IS 27" AFF' /��` TWO 1'` CONDUITS SpAR FOR POWER, ONE 1-1/2" CONDUIT EXTEND CONDUITS UP TO JOIST AND TURN HORIZONTALLY AT ROOF \»/ ` ' FOR DATA AND TELEPHONE UNDER SLAB. TERMINATE AT EACH DECK. INSTALL BUSHINGS ON ENDS. INSTALL 22''x22"xJ/4'' PLYWOOD - CASH WRAP AS REQUIRED. COORDINATE EXACT REQUIREMENTS PANEL IN BOX. WITH THE TENANT. PROVIDE ADDITIONAL CONDUITS IF REQUIRED. ALL CONDUITS SHALL HAVE NYLON PULL VY|HE AND BUSHED ENDS. CDUCT MOUNTED SMOKE DETECTORS AND TEST SWITCHES ARE FURNISHED -AND INSTALLED BY THE H[/g'|NG CONTRACTOR. WIRED COMPLETE BY PROVIDE JUNCTION BOX FOR HAND DRYER. VERIFY EXACT LOCATION AND ELECTRICAL CONTRACTOR. SHOWN ON THIS SHEET FOR REFERENCE ONLY. \�/ DIRECTION OF HAND DRYER IN FIELD. CIRCUIT AS SHOWN. ��� SURGE SUPPRESSION UNIT MOUNTED ON WALL ABOVE MAIN /�`\ \�/ RECE�SED RECEPTACLE� IF THE COLUMN IS NOT BOXED OUT, \"// .. DISTRIBUTION PANEL . `-' EXTEND 1/2'' EMT CONDUIT DOWN COLUMN IN A NEAT, Yy0RK��NL|KE �ANNEH TO A SURFACE MOUNTED SINGLE GANG B DISPLAY VV|ND0VY RECEPTACLE. MOUNTED ABOVE YV|NDOYY IN VERTICAL OUTLET BOX FOR THE RECEPTACLE. FACE OF SOFFIT. /=\ \»/ SECURITY SYSTEM MOTION DETECTOR LOCATION. INSTALL SINGLE GANG OUTLET BOX AT 7'-O" AFF. EXTEND 1/2" CONDUIT FROM - ' - ' OUTLET BOX TO ROOF JOIST.TURN CONDUIT OUT 00 DECREES. - INSTALL BUSHING ON END � FOR PEOPLE COUNTER,C0ORD EXACT REQUIREMENTS WITH ' � TENANT PRIOR TO BEGINNING WORK. [ _�L OFFICE DATA RUN PLYWOOD BACKING INSIDE WORKBOX ANCHORED WITH CONSTRUCTION ADHESIVE SIZE 22'x22'0/4�--/ 1 2" FEED TO RFG|SJ[K BANKS LEFT OF ENTRANCE. [HEN LOOP TO OTHERS ON SAME S|DE--~ � ' . ' /TELEP '- ) " |4�---'1 PO�ER`-� ! ! 1" SPARE ' � /U ! ! IU �EE ELECTR|CAL 11 | � | 11 // pO�ER pLAN i ' ' ; ON THIS SHEET | i i -\ }|»%| U i| | ! !1, �� ,J 1'v' L OFFICE DATA RUNS ALL WITH SINGLE GANG EXTENSION --,� RING OR MUD RINGS. " FEED TU R[C|S[FR BANKS RIGHT OF ENTRANCE. THEN i00P T0 0[U[K3 0N 3AW[ S|0[ NR3 -j ^�--PP1-5J f42"-^ PP1-12 �24" " : .�J B It '� r�[[|/�[ ELECTRICAL � | []/�UV[[� PLAN L/| | |`wL LL[`u | |�|`�HL POWER [|\ N][S. REVISION 853 SUMMARY & REVISED BATHROOMS PER TENANT'S COMMENTS B.DELETED |GRECEPTACLE C.REVISED CASH WRAP LOCATIONS D.ADDED MOUNTING HEIGHT T0THERMOSTAT E.ADDED J'BOXFOR PEOPLE COUNTER uoc"."a is m and is considered an ln�Aruvnervt of Survice and is sQluly for use with Thi:� docurn�nt may not be reprodud without the prior written consent of Phillips PurtnQrslhip, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT ����Q� MARKETPLACE � ������������� ����� THE ���������^������ �-�������Q�� ������U�U���K �7F�����J� ����7��� ��" °°~�^�^^~���~� ^��~~^~~� �'��^�'��'� SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMER|CANPROPERTIES 'ATLANTA 100OHVLCOM8BRIDGE ROAD BU|LD|NG2OO. SUITE 150 RVSVVELL.GA3VV75 TEL(77O)O45'050O FAX (77U)04O'954O PH|LL|PSJOB NUMBER 0208�1G ISSUE DATE DRAWN BY/CHECKED BY /1 / 4 AVV DRAWING TITLE - �� 7FK�NJ���'� [�Ul[ UP ^--~ TENANT U FIT x FLOOR PLAN | ������� ,^ r ����|� K��������� �v~v�V�~U~^ SHEET NUMBER tAr;� Fm ���� ��| '. REVISION # 27 SUMMARY A.ADDED SHEET ELECTRICAL SYMBOLS NOTES: 1. ALL SYMBOLS MAY NOT APPLY. 2. MOUNTING HEIGHTS AS SHOWN UNLESS NOTED OTHERWISE ON THE DRAWING. 3. MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF DEVICE OR FROM FINAL GRADE AS APPLICABLE. 01 CODED NOTE �2 �� WALL SWITCH NUMBER INDICATES 2, 3, OR 4 POLE LETTER INDICATES FIXTURE(S) CEILING MOUNTED SURFACE/RECESSED TO BE CONTROLLED BY SWITCH Q 48" LIGHTING FIXTURE ❑o C DIMMER SWITCH © 48' WALL MOUNTED LIGHTING FIXTURE 120 VOLT DUPLEX RECEPTACLE @ 16" (� I u I CEILING MOUNTED SURFACE/RECESSED 120 VOLT DOUBLE DUPLEX (QUAD) FLUORESCENT LIGHTING FIXTURE RECEPTACLE G 16" CEILING MOUNTED SURFACE/RECESSED SPECIAL RECEPTACLE AS INDICATED FLUORESCENT LIGHTING FIXTURE @ 16" CEILING MOUNTED SURFACE/RECESSED F_Q__I FLUORESCENT LIGHTING FIXTURE 120 VOLT DUPLEX RECEPTACLE -SPLIT WIRED Q 16" zI EMERGENCY EXIT SIGN SHADED �� MASTER CLOCK SYSTEM CLOCK © 88" QUADRANT INDICATES ILLUMINATED FACE ARROW INDICATES "DIRECTIONAL Z� DATA SYSTEM OUTLET- BOX 16" ARROW" POSITIONS) �d CEILING MOUNTED RECESSED EMERGENCY TELEPHONE OUTLET BOX @ 16" LIGHTING FIXTURE -BATTERY TYPE WALL MOUNTED EMERGENCY LIGHTING IN -FLOOR DATA SYSTEM OUTLET BOX FIXTURE -BATTERY TYPE CEILING/WALL MOUNTED SURFACE IN -FLOOR TELEPHONE OUTLET BOX TRACK LIGHTING FIXTURE ASSEMBLY ® CEILING MOUNTED SURFACE RECESSED 120 VOLT IN -FLOOR RECEPTACLE AS LIGHTING FIXTURE -NIGHT TYPE AS INDICATED INDICATED OO JUNCTION OR PULL_ BOX CEILING MOUNTED SURFACE/RECESSED FLUORESCENT LIGHTING FIXTURE EQUIPMENT DISCONNECT SWITCH 60" NIGHT TYPE AS INDICATED MAGNETIC COMBINATION MOTOR STARTER CEILING MOUNTED SURFACE/RECESSED OR CONTACTOR DISCONNECT SWITCH @ 60" FLUORESCENT LIGHTING FIXTURE MAGNETIC STARTER OR CONTACTOR @ 60" NIGHT TYPE AS INDICATED CEILING MOUNTED SURFACE/RECESSED FLUORESCENT LIGHTING FIXTURE NON-MAGNETIC MANUAL MOTOR STARTER @ 60" NIGHT TYPE AS INDICATED LIGHTING/POWER PANELBOARD WALL MOUNTED LIGHTING FIXTURE NIGHT TYPE AS INDICATED /Q/ SINGLE PHASE MOTOR CONDUIT RUNS ABOVE GRADE /0' THREE PHASE MOTOR CONDUIT RUN BELOW GRADE OR IN CONCRETE SLAB CIRCUIT RUN TO PANELBOARD NUMBER OF ��---mm- ARROWS INDICATE QUANTITY OF CIRCUITS CONDUIT RISE CIRCUIT RUN TO PANELBOARD THRU C - CONDUIT DROP C1 CONTACTOR LETTER -NUMBER INDICATES CONTACTOR DESIGNATION O CEILING MOUNTED PHOTO/IONIZATION DETECTOR PP1-1,3,5 CIRCUIT RUN TO PANELBOARD DESIGNATION -- �-INDICATES CIRCUIT NUMBERS a PHOTO/IONIZATION DETECTOR -DUCT MOUNTED INDICATES PANEL DESIGNATION ALARM HORN ® MOTION DETECTOR U ALARM HORN WITH VISUAL INDICATOR © 80" N MOTION SENSOR ❑v VISUAL ALARM INDICATOR WITH NO HORN @ 80" N SECURITY SYSTEM DOOR STRIKE MANUAL PULL STATION @ 48" FI MAGNETIC DOOR HOLDER -WALL OR FLOOR MOUNTED AS INDICATED LPTI PRESSURE SWITCH --b- CAM —CLOSED CIRCUIT TELEVISION CAMERA TAMPER SWITCH WALL MOUNTED TIMER 0 48" WATER FLOW SWITCH TP TERMINAL PANEL OT THERMOSTAT @ 72" Q CEILING MOUNTED SPEAKER WALL MOUNTED PUSH BUTTON @ 48" ® FLOOR MOUNTED MICROPHONE JACK 6 BUZZER FLOOR/CEILING AUXILIARY JACK JUNCTION BOX FLEXIBLE CONDUIT — TY--RAP TO SUPPORT CONDUIT TO KEEP UNOBTRUSIVE. SINGLE CIRCUIT TRAC-MASTER BOTTOM OF TRACK IS TO BE AT 13' ABOVE FINISHED FLOOR. SUPPORT CHANNEL IS MOUNTED IN AN APPROVED MANNER ON JOISTS ABOVE. PAINT TO MATCH CEILING COLOR. TRAC-MASTER IS CONNECTED TO STEEL STRUT CHANNEL. PAINT TO MATCH CEILING COLOR. SUSPENDED ON 1/2" STEEL ALLTHREAD RODS THROUGH 3/4" CONDUIT TO SUPPORT CHANNEL. B-LINE B54 CHANNEL OR EQUAL BY UNISTRUT. 1/2" ALLTHREAD ROD PENDANTS. PAINT TO MATCH CEILING COLOR. LOCATE PENDANTS AT 4 FOOT INTERVALS STARTING AT THE ENDS OF THE TRACK. LIGHTING FIXTURE SCHEDULE NOTES: 1. THE FIXTURE PREFIX INDICATES FIXTURE TYPE AND OR MOUNTING ARRANGEMENT: CH -CHAIN HUNG; CI_ -CEILING; EM-EMERGENCY; EX -EXIT; FL -GROUND MOUNTED FLOOD; P-POLE; PD-PENDANT; R-RECESSED; S-SURFACE; T-TRACK; UC-UNDER CABINET; W-WALL; WG-WIREGUARD (INSTALL WHERE INDICATED ON THE DRAWINGS). 2. ALL BALLASTS SHALL BE HIGH POWER FACTOR TYPE UNLESS NOTED OTHERWISE. 3. MODEL NUMBERS ARE SUBJECT TO CHANGE BY THE MANUFACTURER. THE CONTRACTOR SHALL VERIFY MODEL NUMBERS WITH THE MANUFACTURER'S REPRESENTATIVE PRIOR TO ORDERING FIXTURES. THIS SHALL INCLUDE PROJECT SPECIFICATIONS FOR LAMPS, BALLASTS, AND CERTIFICATION LABEL AND LISTINGS. 4. FOR APPROVED VENDOR LIST SEE DRAWING #AA. CH-1 I R--3 CHAIN HUNG, 8' STRIP FIXTURE, 2-8' T-8 TRIMLINE LAMPS, BAKED WHITE ENAMEL STEEL HOUSING. MOUNT AT 14'-0" AFF UNLESS NOTED OTHERWISE. CEILING TYPE: STRUCTURE LAMP TYPE: GENERAL ELECTRIC F96T8/SP41 VOLTAGE: 277 BALLAST TYPE: ELECTRONIC T-8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL C259B OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA EM-1 S-1 WALL MOUNTED STYLE, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, 6 VOLTS DC, WHITE THERMOPLASTIC HOUSING, 25 WATTS MAX. WITH TWO 12 WATT HALOGEN LAMP HEADS. CEILING TYPE: N/A LAMP TYPE: HALOGEN VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PE SERIES #PE 6-25--2-R12H. EM-2 T-1 WALL MOUNTED, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, 6 VOLTS DC, WHITE THERMOPLASTIC HOUSING, 25 WATTS MAX, WITH ONE ONE LAMP HEAD INSTALLED AND ONE INTERIOR REMOTE HEAD. CEILING TYPE: N/A LAMP TYPE: HALOGEN VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PE SERIES #PE 6-25-R12H REMOTE HEAD-R12H613 EM-3 W-1 WALL MOUNTED, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, 6 VOLTS DC, WHITE THERMOPLASTIC HOUSING, 25 WATTS MAX, WITH ONE ONE LAMP HEAD INSTALLED AND ONE WEATHERPROOF REMOTE HEAD. CEILING TYPE: LAY -IN LAMP TYPE: HALOGEN VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PE SERIES #PE 6-25-R12H REMOTE HEAD-Al2H6A EX-1 W-2 UNIVERSAL MOUNT, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, RED LETTERS, WHITE THERMOPLASTIC HOUSING, LED LAMPS, AC/CHARGE INDICATOR, PUSH -TO -TEST SWITCH. CEILING TYPE: LAY -IN, OPEN STRUCTURE LAMP TYPE: LED VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PATHFINDER SERIES, MODEL #PUPRWL9 W_,j PD-1 400 WATT METAL HALIDE LAMP, 277 VOLT, INJECTION MOLDED ACRYLIC REFRACTOR. 3/4" HUB IN TOP OF FIXTURE. MOUNT FIXTURE AT 16'-0" FROM FLOOR TO BOTTOM OF FIXTURE. CEILING TYPE: OPEN STRUCTURE LAMP TYPE: GENERAL ELECTRIC MVR400/U VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL SUPERWATT HID LUMINAIRE MODEL_ W-4 #SWD-400H8--1ASP PD-1EM 400 WATT METAL HALIDE LAMP, 277 VOLT, INJECTION MOLDED ACRYLIC REFRACTOR. 3/4" HUB IN TOP OF FIXTURE. MOUNT FIXTURE AT 16'-0" FROM FLOOR TO BOTTOM OF FIXTURE. FIXTURE TO INCLUDE A 150 WATT QUARTZ RESTRIKE OPTION. CEILING TYPE: OPEN STRUCTURE LAMP TYPE: GENERAL ELECTRIC MVR400/U VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL SUPERWATT HID LUMINAIRE MODEL #SWD-40OH8-1ASC-QSL R-1 R-2 2' X 4', 2-LAMP, RECESSED FLUORESCENT STATIC TROFFER. STEEL HOUSING WITH FLAT STEEL DOOR AND .125" THICK ACRYLIC PRISMATIC LENS. CEILING TYPE: LAY -IN LAMP TYPE: GENERAL ELECTRIC F32T8/SP41 VOLTAGE: 277 BALLAST TYPE: ELECTRONIC T-8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL RS 2 GN A02 B4 E 9A, OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA 2' X 4', 3-LAMP, RECESSED FLUORESCENT STATIC TROFFER. STEEL HOUSING WITH FLAT STEEL DOOR AND .125" 'THICK ACRYLIC PRISMATIC LENS. CEILING TYPE: LAY -IN LAMP TYPE: GENERAL ELECTRIC F32T8/SP41 VOLTAGE: 277 BALLAST TYPE: ELECTRONIC T-8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL RS 3 GN A02 B4 E 9A, OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA 8" METAL HALIDE DOWN LIGHT. SELF -FLANGED CLEAR ALZAK REFLECTOR. 100 WATT METAL HALIDE. UL DAMP LOCATION LISTED. CEILING TYPE: LAY -IN LAMP TYPE: OSRAM SYLVANIA MP100PAR38/U/SP20/ECO VOLTAGE: 277 BALLAST TYPE: HPF MANUFACTURERS: INDY 423R8-100.-SA-277 OR APPROVED EQUAL BY LITHONIA, HALO, OR PRESCOLITE 4' STRIP FIXTURE, SURFACE MOUNTED 1-0 THE BACK SIDE OF THE STORE FIXTURE VALANCE. TWO 4' T-8 LAMPS, BAKED WHITE ENAMEL STEEL HOUSING. CEILING TYPE: N/A LAMP TYPE: GENERAL ELECTRIC F32T8/SPX41 VOLTAGE: 120 BALLAST TYPE: ELECTRONIC T--8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL C232B OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA ONE CIRCUIT TRAC-MASTER TRACK WITH SIXTEEN T7041-WH FLUORESCENT TRACK HEADS INSTALLED. COLOR OF ENTIRE ASSEMBLY IS TO BE WHITE. EACH TRACK HEAD TO CONTAIN TWO 39 WATT BIAX LAMPS. 120 VOLTS. CEILING TYPE: LAY -IN LAMP TYPE: GENERAL ELECTRIC F39/36BX/SPX41 VOLTAGE: 120 BALLAST TYPE: ENERGY EFFICIENT FLUORESCENT BALLAST MANUFACTURERS: JUNO 150 WATT INCANDESCENT DOCK LIGHT. FLOOD LIGHT WITH 40" ARM LENGTH. PROVIDE 54" LONG SJO CORD WITH PLUG. FIXTURE WILL BE PLUGGED INTO A NEARBY DUPLEX RECEPTACLE. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA 150PAR38/CAP/FL VOLTAGE: 120 BALLAST TYPE: N/A MANUFACTURERS: ABOLITE DMR-40-300-INC-120-W OR APPROVED EQUAL_ BY FOSTORIA OR TRIPP LITE 100 WATT METAL HALIDE DECORATIVE WALL MOUNTED CUT OFF FIXTURE. DIE CAST ALUMINUM TRAPEZOIDAL HOUSING. TEXTURED POLYESTER POWDER COAT FINISH. UL WET LOCATION LISTED. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA M1000/MED VOLTAGE: 277 BALLAST TYPE: HPF MANUFACTURERS: McPHILBEN 101-WT-100MH-277-BRP 400 WATT METAL HALIDE WALL PACK. DIE CAST ALUMINUM CONSTRUCTION WITH BRONZE FINISH. PRISMATIC WIDE DISTRIBUTION BOROSILICATE GLASS REFRACTOR. UL WET LOCATION LISTED, MULTI -TAP BALLAST. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA M4000 VOLTAGE: 480/277 BALLAST TYPE: HPF MANUFACTURERS: VISIONAIRE LTG. SMART PAK SPK-2-WB-40OMH-SINGLE APPROVED EQUAL BY COOPER LIGHTING BUILDING STANDARD DECORATIVE WALL SCONCE PROVIDE BY LANDLORD, REFER TO ARCHITECT'S ELEVATION FOR FIXTURE MOUNTING HEIGHT AND FIXTURE SPECIFICATION. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA -- COORD. W/FIXTURE VOLTAGE: 277 BALLAST TYPE: HPF MANUFACTURERS: WINONA LIGHTING SECTION / A_`` ,SCE-3:% ELECTRICAL ABBREVIATIONS AB. ABOVE FIXT. FIXTURE NTS NOT TO SCALE AC ALTERNATING CURRENT FLR. FLOOR P.B. PUSHBUTTON A/C AIR CONDITIONING FLUOR. FLUORESCENT P.C. PLUMBING CONTRACTOR AFF ABOVE FINISH FLOOR F.P.C. FIRE PROTECTION CONTRACTOR PH PHASE AFG ABOVE FINISH GRADE FU FUSE, FUSED, OR FUSIBLE PLBG. PLUMBING AMP, A AMPERE FURN. FURNISH PNL PANEL APPROX. APPROXIMATE FUT. FUTURE PP POWER PANELBOARD ARCH. ARCHITECT G.C. GENERAL CONTRACTOR PRI PRIMARY AUX. AUXILIARY GEN. GENERAL PROG PROGRAM BFG BELOW FINISH GRADE GFI GROUND FAULT INTERRUPTER PVC POL YVINYLCHLORIDE BLDG. BUILDING GND GROUND PWR POWER BKR. BREAKER H.C. HVAC OR HEATING CONTRACTOR RC REMOTE CONTROL BRD BOARD {-LID HIGH INTENSITY DISCHARGE REC RECEPTACLE BTM. BOTTOM HIPS HIGH PRESSURE SODIUM READ. REQUIRED C CONDUIT HT HEIGHT RM ROOM CAB. CABINET HTG. HEATING SUP SUB DISTRIBUTION PANELBOARD CAT. CATEGORY HZ HERTZ SEC. SECONDARY CC CENTER TO CENTER J.B. JUNCTION BOX SHT. SHEET CKT. CIRCUIT KV KILOVOLT SPEC. SPECIFICATION CL CENTER LINE KVA KILOVOLT AMPERE SPKLR. SPRINKLER CLG. CEILING KW KILOWATT STAT THERMOSTAT COORD. COORDINATE LC LIGHTING CONTACTOR STP SHIELDED TWISTED PAIR (CABLE) GONG. CONCRETE LP LIGHTING PANELBOARD SW SWITCH CONN. CONNECT LPS LOW PRESSURE SODIUM SWBD. SWITCHBOARD CONT. CONTINUATION LTG. LIGHTING SYS. SYSTEM CONTR. CONTRACTOR LV LOW VOLTAGE TC TIME CLOCK CU COPPER MAX MAXIMUM T.C.C. TEMPERATURE CONTROL CONTRACTOR DC DIRECT CURRENT MDP MAIN DISTRIBUTION PANELBOARD TEL. TELEPHONE OR TELECOMMUNICATION DIA. DIAMETER MDS MAIN DISTRIBUTION SWITCHBOARD TERM. TERMINAL OR "TERMINATE DISC. DISCONNECT MECH. MECHANICAL TFMR. TRANSFORMER DN DOWN MFR. MANUFACTURER TTB TELEPHONE 'TERMINAL BOARD DP DISTRIBUTION PANELBOARD MH MANHOLE TTC TELEPHONE TERMINAL CABINET DS DISTRIBUTION SWITCHGEAR MIN. MINIMUM TYP. TYPICAL DWGS. DRAWINGS MT. MOUNT UPS UNINTERRUPTABLE POWER SYSTEM E.C. ELECTRICAL CONTRACTOR MTG. MOUNTING VOLT EF EXHAUST FAN MTL. METAL VA VOLT AMP ELEC. ELECTRIC MTR MOTOR VAR VOLT AMPERE REACTIVE EM EMERGENCY N.C. NORMALLY CLOSED W WATT OR WIRE EQUIP. EQUIPMENT NEC NATIONAL ELECTRICAL CODE WC WIREGUARD EWC ELECTRIC WATER COOLER N.I.C. NOT IN CONTRACT WP WEATHERPROOF EX. EXISTING NL NIGHT LIGHT W/ WITH FA FIRE ALARM N.O. NORMALLY OPEN W/0 WITHOUT ,NDUITS NG YP, RF RE K J I n" �r FJ �. F G f { C ANCHOR B C D — CONSULTANT SEAL Jordan & Skala Engineers, Inc. Project Number • 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (7747-5547 FAX (770)448-0262 E0)4L: jse®jordanskala.com COPYRIGHT © 2004 JORDAN h SKALA ENGINEERS INC. V, REVISIONS # DATE DESCRIPTION 0 10/01 /04 DSW SHELL & UPFIT Q 01/06/05 TENANT COMMENTS '(his docurnent ie (c,) Phillips Purtnership, PC and is considered an In trumont of Service and is solely for use with nsphct to the project a indicated below. All rights ra;erved. This docurnent may not ba reproduced without the prior written consent of Phillips Partneruhip, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLAIE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLI ENT T << _1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL , GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE AVVO/CCJ A TENANT FIT UP NOTES, DETAILS ELECTRICAL SHEET NUMBER PENDANT MOUNTED TRACK DETAIL N.T.S. REVISION # 27 SUMMARY A. REVISED CASH WRAP DETAIL PER TENANT COMMENTS REVISION # 27 SUMMARY A. ADDED SHEET 600 620 - 625 D.Bf E. 24'-3'' A.F.F. I f I _ , NO EXIT HARDWAP,E - PUSH BAR INSIDE �-1 _ o \'� 01A CARPET 1 1 v T c f RELIEF VENT 2 LOADING DOCK 53 59 9-3' CA 6 1 125 -6 GP1� - - - - - - - - - 4-P W- - IL- - L-- - - - - - - - - -- - - - - �ii-..--�-- - - J �� T " 23 0 " CA-3 o co �R T U_6 J I uj I 1 % I 1 /\ ( I - - _ - - - - - �660 -DOCK BUMPERS &DOCK _ _ _ _ _ RTU-2 8 2 9 :.:. _ 1 MIN LEVELER. -SEE SHEET - O �f 6�` ,k CA-C FOR SPECS & WALL 74" 16'-94" 6 s 1B 15 CA-6 r` 12 - _ 5°�-R\\ 50 �` - SF_CTI O N 1/CA-10. _y�J�- 1' I _ � 670 I I _ q 59 B � o \ 0 1-, \ 4 r�N k 5p SA ��� e` 1 p6 I - -/ 1, 4 `, f O - (UH-1) CLG. MTD. UNIT1-dVL:MHS � - N -� 2)� F 54.1T + HEATER - 17'-10" - C7-- - - - - -- - ��-- 3 -C D.B.E. 24'-3"IA.F.F + N 5 O c'I 9 f--� I 16'-0" J ! o WAREHOUSE 1 g VCT AD 6 1 - _ Cq + 54,67' I 9'-3�' A 9 CA-4 -3" dvbj A 4, 5- I I � � r W C3 \_ '� 1 ASHWRAP21 Iz- le`- - 54.17'+ - - - - - - -�-- - - - - 1-- - - - -- - - - - - ---]-- - - -- - - - - - - - - - _ - - --- -- - - - - -a - ---1 Try f �� ��� a�- zo I\/I II II /I I/\I I1 (0 8 f 2 II/ I I J 3 1 Al- - - - - - - -� J �^G-�=J TYP. _ - - �J RTU-3)-d�annHs C CA-81 �o I 1 CA-10 1 HWRAP 12 S 0 0 SHIFT LOCATION OF KCS JOIST - PROVIDE TYP. I 7 aD A TOTAL OF (2) KCS JOISTS AT EACH 1 CA-3 4 e 1 I LOCATION FOR RTU'S 1-5- REVISE ca I REMAINING KCS JOIST TO BE STANDARD -I E JOIST SIZE - SEE STRUCTURAL RUCTURAL 1 ITYP t 0 E 1 1 1 _ OFFICE E-11- CARPET -4 I Q 5 1 1" Z-FURRING I VACUUM 1 VACUUM E 131 E I F 1' 1- o 9 G O i I I o I D.B.E. 24'-1 3/4 \.F.F. - - - - - + D.B.E. 19'-9" A.F.F. `� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b' ADJACENT TENANT 4 CA-3 1 FLOOR PLAN 3 4 1 CA-1 SCALE: 11$ 44' A 5.1 CA-6 CA 10 NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINA T ION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. SHELL PLAN KEYNOTES- 1 . SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE - SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. NOT USED. 9. DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCA T ION W/ARCHITECT. 11. NEW 6" CURB - SEE CIVIL DWGS. 12, APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS RLO'D. SEE S T RUCTURAL 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. ILI CLEAR ` s APR, 0E tere r O 16 H rGj c OA Y 7� �! y ' -7.3 01 to 0 1 �-�q o 21'-0" 1 190'-01, - ARCHITECTURAL I`rl� 4„ 1 38'-0" 38'-0" L 38'-01, 38'-0" �3T-8 S I RUCTUP.AL J B� (-Z cy� X W 1 , U I 31„ W W -� 3 37'-54„ 2 4 1 _ _ � 59 A p7.3 I CA-6 A•5.1 W 51'-5"_ 1 3, 9, -0 3" Q ¢ chip O 2 Ws moss ` - CONC. DUMPSTER PAD 1 1 53 E, F, & G STRUCTURAL / I g A-7.3 &SCREEN WALL- SEE 1 ADDITIONAL SS IIII ®SSA®� ®® ®�®®� CA-3 ADJACENT TENAN IF _ ADDITIONAL r�u ® - CA-3 co 1 � I I INFORMATION __ r 2 DUMPSTER PLAN 1.I + Q- .E� 20'- :f: --�� i � CD9 Eio _ � i � � - 1�---� (�E`I E N� m � D.B.E. 24'-1 3/4" A.F.F.A.Fi F. + -� I � ' CA-1 SCALE: 118"-1' 0" � I C I E� og 1 H 20'-41" NOTE: REFER TO SITE PLAN FOR _ �'__-nn �-===-I� 1 I 1 ri 2 DUMPSTER ER LOCATION I lJ I (DO A; I I I I 1 53 A - y`� -- I I-- 1 - 1 r MEN Vj W MEN UU URE sx 10 - V T� T_- - SPRINKLER LINES 1 - i 541T+ ��---- ---- i \�I I i I I I CA9 0 D D -� D - - I�� �(D 3 er I, 2 A r {V1N + 54.67' �„ f 23 - - I I _� CORRIDOR 1 6 45 i �-- - 10 vcr A " 45 A 9'-3" U 9 0 O 5A 18ZD 17 + 4 I (TYP) -10 11 A 0,�„ _ " _ rFA � 1 A 1 TYPICAL ALL 00 I►-j v ( I I I COLUMNS 1 1 1 "' -l- R_ TUJ_ - - - - - - - - - - - - - - - - -- - - - - - - - _ - - r - - - - - - -- - 29'-0", - II /I I\/I I r 11 /1 I\/I I' 10 { 10 I LUNGE I I/ I I /\ I I L\ I I 1i11 27 ( I 1 a� - - - - - �J R TU-4 188'-6 - - - - _ J F2TU-1 vrr c° T 20 I CLEAR I cv 9 174 rn 2 Fc 1 �� {� 0 E I � I 0 9 I / 1 BAR JOISTS SALES AREA 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. (-,YP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16, JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS, 20, ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 8'-0" LONG BY 5'-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX, AWAY FROM BUILDING, 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS & ROOF FRAMING PLANS. 23. STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE. HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. 25. ALUMINUM AWNING ABOVE, TYPICAL, 26. GREASE TRAPS AS RFO'D BY LOCAL HEALTH DEPAP. T MENT/ 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/ STFEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34, 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. FLOOR PLAN CODED NOTES O STEEL COLUMN WRAP. REFER TO DETAIL 6/CA-3 O MAT INLAY SUPPLIED BY DSW AND INSTALLED BY G.C. 03 0 12 x 12 PORCELAIN TILE FLOORING, SUPPLIED BY DSW AND INSTALLED BY G.C. O4 DOCK LIGHT, REFER TO ELECTRICAL DRAWINGS. O5 ROOF LADDER WITH ROOF HATCH ABOVE. REFER TO DETAIL 9/CA-12. O TRANSITION STRIP TS-1. REFER TO FINISH SCHEDULE ON SHEET CA-B. O TRANSITION STRIP TS-2. REFER TO FINISH SCHEDULE ON SHEET CA-B. O8 DSW LOGO TILE. INSTALL 2'-0" FROM TOP EDGE OF TILE AND CENTER SIDE TO SIDE. OPURCHASE FROM VENDOR #3 - SUNBRELLA 8" STRIPED FABRIC AWNING OVER 1" GALVANIZED STEEL TUBING. REFER TO SECTION 1/CA-9. 10 SPRINKLER RISER 11 6" 0 CONCRETE FILLED PIPE BOLLARDS. SEE DETAIL 11/CA-12 12 TRENCH DRAIN. RE: SHEET CIP-1. 13 12" HIGH x 24" WIDE PROTECTIVE CONCRETE CURB 14 DOCK BUMPERS AND DOCK LEVELER. SEE SHEET CA-C FOR SPECIFICATIONS AND WALL SECTION 1/CA-10. AB PARTITION LEGEND TYPE A 5/8" GYPSUM BOARD EACH SIDE OF 20 GA. 6" MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK, REFER TO 5/CA-3 (U.N.O.) TYPE® 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" 18 GA. MTL STUDS @ 16" O.C. TO 4'-0" AFF. TYPE 0 5/8" GYP. BD. EACH SIDE OF 20 GA. 3-5/8" MTL. STUDS @ 16" O.C. TO 6" ABOVE CEILING. (U.N.O.) TYPE© 7-1/4" TILT -UP CONIC. WALL PANEL WITH 5/8" GYP, BD. ON INT. SIDE OVER 20 GA. 1-112" MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ 1-1/2" RIGID INSUL. (R-6 MIN. TYPE [E 7-1/4" TILT -UP CONC. WALL PANEL W/ 5/8" GYP. BD. ON INT. SIDE OVER 20 GA. 1"Z-FURRING CHANNELS @ 24" O.C. TO UNDERSIDE OF ROOF DECK W/ 1" RIGID INSUL. (R-5 MIN.) TYPE 0 7-1/4" TILT -UP CONC. WALL PANEL W/ 518" GYP. BD. ON ONE SIDE OVER 20 GA. 6" METAL STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ BATT INSUL (R-19) TYPE [G� 2 HR. RATED PARTITION (UL U411) 2 LAYERS 5/8" TYPE X DRYWALL ON BOTH SIDES OF 20 GA- 3-5/8" MTL. STUDS @ 16" O.C. TO HEIGHT OF 12'-0" AFF TYPE [H 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" 18 GA. MTL STUDS @ 16" O.C. TO 8'-4" AFF. 675 690 700 REVISION # 27 SUMMARY A_ ADDED SHEET REVISION # 45 SUMMARY A. CLARIFIED RTU LOCATION -SEE STRUCTURAL FOR DETAILS B. ADD COLUMNS AT VESTIBULE REVISION # 53 SUMMARY A. ADD 8'-4" PARTITION & DOORS D9 & D10 TO NORTHWEST CORNER B. ADD PARTITION TYPE C. CLARIFIED PARTITION TYPE AT CORRIDOR D. UPDATE CASHWRAP LOCATION AS PER REVISED FIXTURE PLAN, CF-1 E. REVISED RESTROOM LAYOUT TO INCLUDE AN ADDITIONAL SINK AND ACCESSORIES F. REVISED LOCTIONS OF DOORS: D3, D4, D7, & 7 G. REVISED LOCATION & EXTENT OF CORRIDOR, LOUNGE, AND WAREHOUSE TO COORDINATE WITH LATEST REST ROOM LAYOUT H. REVISED EXACT LOCATION OF RTU-6 REVISION # 59 SUMMARY A. OMIT STOCKROOM WALL AND ADD NEW WALL B. ADD WALL P HILLI P S P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.3943616 1- 770.3943314 RF R.E K J 17-4 I A n rC� O E F O R R At1CFIOR Br„,'. CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 10/ 01 / 04 DSW SHELL & UPFIT 11 /23/04 DSW STRUCTURAL MODIFICAI IONS A 01 / 06/ 05 TENANT COMMENT S 03/31 /05 DSW S I OCKROOM This document is Q Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project os indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Ph1lips Portnership, PG - TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMER CM PROPEMES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 T EL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY CO/DEB- DRAWING TITLE FLOOR PLAN LAN REVIEWED SHEET Nth pMBE A upw t;Aml 27 A -- 1 . SANFORD FIRE DEPARTMENT FIRE PREVENTION DI VISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 302-2526 Plans Review Sheet Date: October 22, 2004 Business Address: 1551 W.P. Ball Blvd. Occ. Ch. 36, mercantile class "B" Business Name: D. S. W. Fit- Up Architect: Contractor: Young Contractors P H (770) 394-1616 Fax. (770) 394-1314 Ph. (770) 527-6915 Fax.. (770 ) 522-9273 Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner / Comment: Plans reviewed as Mercantile Occupancy. Fl) reserves right to require applicable code requirements if occupancy use changes. Sprinkler plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. LlApplication — New Building (25,043 s. q. ft.) 1.2 Mixed — N/A, 1.3 Special Definitions — Class "B" Mercantile Store (Under 30,000 sq ft.) 1.4Classification of Occupancy — Mercantile Store Class `B" 1.5 Classification of Hazard of Contents — Ordinary in office areas, and storage area classified as "High Hazard" per L.S.C. 101 1.6 Minimum Construction — Shall comply with Florida Building Code 2001 mercantile occupancy 1.7 2.2 Means of Egress Components — "WITH~�44" ely loin"paant on floor; leadang to EXIT=door (*). 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 302-2526 2.3 Capacity of Egress — sales floor area based on one (])_person per 30 sq ft., storage area based on one (1) person per 300 sq. ft. 2.4 Number of Exits — (3) EXITS 2.5 Arrangement of Egress O.K. — Four remotely located from the other four (4) exits 2.6 Travel Distance Rear EXIT SIIALL'3BE &LIA'AWTED WITH 44 " yello"tiv pawon aor^ 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress —additional EXIT SIGNS may be required (power shut down test required at night only) 2.9 Emergency Lighting — (1) foot candle (10 Ix & a minimum at any point of 0.1 foot-candle (1LX ) measured along the path of*egress at floor level.Therfore additional emergency lights may be required, (power shut down test required at night only) Emergency Lights required In all rest rooms & Main Electrical Room (*). 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features —Reserved 3.1 Protection of Vertical Openings — Class () mercantile shall have an automatic fire sprinkler system, design criteria shows rack storage maximum height in storm area M > 3.2 Protection from Hazards — (See exception 36-3.2.1 .LSC 101) 3.3 Interior Finish — Not required, building has an automatic fire sprinkler system 3.4 Detection, Alarm and Communications System: (as per N.F.PA.72- 3-8.3.1.2 (99) Ed. • 3.5 Extinguishing Requirements.— as per NFPA #10, (7) SEVEN fire extinguishers required per N.F.P.A... #10 3AIOB.C. rated (Space out near all exits first then every 75' (ft) 0 1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI. 32771 / P. O. Box 1788, Sanford, FI. 32772 (407 302-2520 / FAX (407) 302-2526 Sanford City Code — Chapter9: Required; Fire Sprinklers. Fire Department will field verify sight glass at all inspectors test. Monitoring: Required on all fire sprinkler valves (includes inside and out) Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — One (1) required already (application attached) 3-7.1 Bldg. Address Number Posted and Legible — Post address in 6" six inch numbers contrasting in color (see blueprints). APPROVED VENDOR LIST NO. VENDOR RESPONSIBILITY NO. VENDOR PAUL SROUFE RESPONSIBILITY 1 LAURA BERJON EXTERIOR SIGNAGE 6 CARPET ADVANCED SIGN GROUP MOHAWK INDUSTRIES SEE NOTE 1 BELOW 834 WEST THIRD AVENUE 2395 SETTERLIN DRIVE COLUMBUS, OH 43212 COLUMBUS, OH 43228 (614) 253-2206 (614) 554-3924 (614) 253-2251 FAX MILLWORK (877) 323-7252 FAX 2 HAROLD BROWN 7 KEN BROWNLEE PORCELAIN TILE A BENCHMARK WOODWORKS CO. SEE NOTE 1 BELOW HAMILI ON PARKER (CROSSVILLE) 439 DUNLAP STREET 1865 LEONARD AVENUE SEE NOTE 1 BELOW DELAWARE, OH 43015 COLUMBUS, OH 43219 (740) 363-2525 (614) 358-7799 (740) 363-4970 FAX (614) 358-2315 FAX 2 MIKE CALIMIRI / SEBASTIAN MILLWORK 8 ADAM THOMAS PHONE AND DATA B ARTONE MANUFACTURING CO. SEE NOTE 1 BELOW EXPANETS 101 INSTITUTE STREET 4150 TULLER ROAD, #228 JAMESTOWN, NY 14701 DUBLIN, OH 43017 (716) 664-2232 (614) 526-6506 (716) 664-1511 FAX LAURA BERJON FABRIC AWNINGS (614) 761-3299 FAX 3 9 BRIDGET MANN MUSIC SYSTEM A ADVANCED SIGN GROUP (SUNBRELLA) MUZAK 834 WEST THIRD AVENUE 3318 LAKEMONT ROAD COLUMBUS. OH 43212 FT. MILL, SC 29715 (614) 253-2206 (803) 396-3061 (614) 253-2251 FAX (803) 396-3075 FAX 3 TIM KELLOGG FABRIC AWNINGS 10 NOT USED B CAPITOL CITY AWNING (SUNBRELLA) 577 N. FOURTH STREET COLUMBUS, OH 43215 (614) 221-5404 (614) 365-9420 FAX CHUCK SIBIO / LLOYD NEWMAN LIGHTING AND ELECTRICAL 11 4 HARVEY LEUIN EXTERIOR COLUMN LOEB ELECTRIC HARVEY LEUIN AGENCY, INC. COVERS AND BASES 915 WILLIAMS AVENUE 120 MILL STREET COLUMBUS, OH 43212 GAHANA, OH 43230 (800) 215-5664 (614) 478-5000 (614) 294-7640 FAX (614) 478-5155 FAX 5 RAZI DOLE HVAC 12 LOUISE LOADING DOCK LENNOX INDUSTRIES KELLEY COMPANY, INC. EQUIPMENT 3750 BROOKHAM AVENUE 6720 N. TEUTONIAAVENUE GROVE CITY, OH 43123 MILWAUKEE, WI 53209-0993 (614) 871-2952 (800) 558-6960 (614) 871-0854 FAX (800) 883-3296 FAX NOTE: 1 ITEM(S) SUPPLIED BY DSW. SEE RESPONSIBILITY SCHEDULE. CONTACT NEAL BERG (614-238-5611) AT DSW TO COORDINATE PRODUCT DELIVERY. THE MARKETPLACE AT SEMINOLE TOWNE CENTER CITY OF SANFORD SEMINOLE COUNTY, FLORIDA A DEVELOPMENT FOR: NORTH AMERICAN PROPERTIES - ATLANTA RESPONSIBILITY TEAM SCHEDULE MEMBERS GENERAL CONTRACTOR C z rn DSW CL Z PERMITS • • 03000 FLOOR LEVELING • • _ 03300 CONCRETE • • 06200 ROUGH & FINISH CARPENTRY • • 06400 MILLWORK • • COORDINATE WITH DSW CONST. MANAGER COUNTERS AND SHELVING • • COORDINATE WITH DSW CONST. MANAGER FIXTURES • • COORDINATE WITH DSW CONST. MANAGER 07530 MEMBRANE ROOFING SYSTEM • 07920 SEALANTS • • 08210 1 DOORS, FRAMES AND TRIM • • 08330 OVERHEAD DOCK DOOR • • • • PURCHASE FROM VENDOR #12 08400 ELIASON IMPACT DOORS 08710 DOOR FINISH HARDWARE • • 09110 LIGHT GAUGE METAL FRAMING • • 09250 GYPSUM WALL BOARD • • 09510 ACOUSTICAL CEILING SYSTEM • • 09650 RESILIENT FLOORING - COVE BASE • • _ • • PORCELAIN TILE • • COORDINATE WITH DSW CONST. MANAGER 09680 CARPETING • • COORDINATE WITH DSW CONST. MANAGER TRANSITION STRIPS • • 09900 PAINTING • • 10155 TOILET COMPARTMENTS • • - 10440 EXTERIOR SIGNAGE • • COORDINATE WITH VENDOR INTERIOR SIGNAGE • • STOREFRONT AWNINGS • • PURCHASE FROM VENDOR #3A OR 3B 10500 LOCKERS FIRE EXTINGUISHERS • • 10520 • • 10550 REFRIGERATOR • • 10800 TOILET ACCESSORIES • • _ ._ 11160 LOADING DOCK EQUIPMENT • • PURCHASE FROM VENDOR #12 OFFICE EQUIPMENT • • OFFICE GLAZING • • 15000 HVAC SYSTEM / ROOF TOP UNITS • • PURCHASE FROM VENDOR #5 DUCTWORK / AIR DEVICES & ACCESSORIES • • 15400 PLUMBING SYSTEM • • 15500 SPRINKLER SYSTEM • • BY FIRE PROTECTION SUBCONTRACTOR 16000 ELECTRICAL SYSTEM • • PURCHASE FROM VENDOR #4 LIGHTING FIXTURES BUILDING SECURITY SYSTEM • • PURCHASE FROM VENDOR #4 • • BY DSW DESIGNATED VENDOR TELEPHONE & DATA CABLING & EQUIPMENT • • SUPPLIED BY VENDOR #8 SOUND SYSTEM • • SUPPLIED BY VENDOR #9 FIRE ALARM SYSTEM • • OWNER: NORTH AMERICAN PROPERTIES JEFF PAPE 1080 HOLCOMB BRIDGE ROAD 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. SUITE 200 TEL: (407) 898-1511 ORLANDO, FL 32803 FAX: (407) 898-4791 STRUCTURAL: HAINES GIPSON & ASSOCIATES RANDY GIPSON 1550 NORTH BROWN ROAD SUITE 100 TEL: (770) 491-7550 TUCKER, GA 30043 FAX: (770) 491-7750 MECHANICAL/ JORDAN & SKALA LYNN WITCHER PLUMBING: 5635 OAKBROOK PARKWAY JEREMY WAITS NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 ELECTRICAL: JORDAN & SKALA TONY OWEN 5635 OAKBROOK PARKWAY NORCROSS, GA 30093 TEL: (770) 447-5547 FAX: (770) 448-0262 LANDSCAPE SITE SOLUTIONS DAVID FLOYD ARCHITECT: 5064 ROSWELL ROAD MONIQUE LACASSE SUITE C-101 TEL: (404) 705-9411 ATLANTA, GA 30342 FAX: (404) 459-9412 GENERAL YOUNG CONTRACTING COMPANY RANDY THOMAS CONTRACTOR: 8215 ROSWELL ROAD TEL: (770) 522-9270 BUILDING 400 FAX: (770) 522-9273 ATLANTA, GA 30350 TENANT: DSW SHOE WAREHOUSE SCOTT BROWNFIELD 4150 EAST FIFTH AVENUE DIRECTOR OF STORE COLUMBUS, OHIO 43219 PLANNING (614) 238-4167 (614) 238-5600 (614) 238-4210 FAX NEAL BERG CONSTRUCTION MANAGER (614) 238-5611 BUILDING CITY OF SANFORD DON FLORIAN DEPARTMENT: 300 N. PARK AVENUE SANFORD, FL 32772 TEL- (407) 330-5657 FAX: FIRE SANFORD FIRE DEPARTMENT TIM ROBLES DEPARTMENT: FIRE PREVENTION DIVISION TEL: (407) 302-2520 P.O. BOX 1788 FAX: (407) 302-2526 SANFORD, FL 32771 SITE THE BRIAR CORPORATION BOB HARRELL CONTRACTOR: PO BOX 470264 TEL: (407) 321-2773 LAKE MONROE, FL 32747 FAX 1080 HOLCOMB BRIGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL 770.645.6566 FAX 770.643.9540 LOCATION: PROJECT ADDRESS: SITE ZONING: BUILDING SET BACKS: WIND SPEED: SIESMIC ZONE - APPLICABLE CODES 0S.1%t4 ff p"IF 0%..^3?y flute u CITY OF SkiFORQ 4REE Bre Pre Date: IG ED n Div. PROJECT VICINITY DRAWING INFORMATION I MAP INDEX 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 1501 W.P. BALL BOULEVARD SANFORD, FLORIDA 32771 PD FRONT: 25-0" REAR: 20'-0" SIDE: 10'-0" 110 MPH REFER TO STRUCTURAL DRAWINGS 2001 EDITION 2000 EDITION 2002 EDITION 2000 EDITION 2000 EDITION 2000 EDITION MERCANTILE TYPE IV UNPROTECTED SPRINKLERED 2 STORIES - 55' ONE STORY - VARIES (35'-0" MAX.) UNLIMITED (FBC 503.4.1) N/A * N/A * N/A * N/A * 200'-0" MAX. Valdez k mi Saint Johns River Estatesy a, Like Wr.r P. art its.sa Astor Farms SCGf,er T'..w� u P dK W- ' G'b kightaay T� �3s • Lake Monroe �M10010 61,,d .AldereneP,&r 46 , ,ay S0190Sephs - ,a.:Fw;ElstSt. r P a i +Mjf6'i-r 7c me ' i. Sanford, Lm < 'NeW sale I -- oarkham Paola 'iv T A-f MP ove rTxl _ Ranha Pak '. P rt Pdoland.::" W25th}St Sanfnri'i � is p� >ay:' er LaF e f•13yFa,f � C _ ne , r,' , k y 30Lt ..�,rantry titre < (tB' w f awsnn Lake reenbriar P.Ir, Lake Mat ietta' ( / Lake 77V d S� .4�4-l�a.Q t.mm Inc 020Q4 Q MAYTE.— - NORTH AREA/EGRESS DATA SQUARE FOOTAGE - USE AREA (S.F.) SQ. FT. PER PERSON OCCUPANT LOAD RETAIL 21,032 30 701 BUSINESS 1,135 100 11 STORAGE 2,876 300 10 TOTAL OCCUPANCY 25,043 722 NOTE: PRELIMINARY, FOR PERMITTING USE ONLY. UNITS OF EGRESS REQUIRED (0.2" x 722 PEOPLE) 144 INCHES # OF EXITS REQUIRED 3 (OCC. LOAD < 1000) MEANS OF EGRESS AT FRONT (PROVIDED) 128 INCHES MEANS OF EGRESS AT REAR (PROVIDED) 64 INCHES # OF EXITS PROVIDED 6 TOTAL UNITS OF EGRESS (PROVIDED) 192 INCHES REVISION # 27 SUMMARY A. ADDED SHEET ARCHITECTURAL SHEET NO. SHEET TITLE CAA COVER SHEET CA-B SPECIFICATIONS & SCHEDULES CA-C SPECIFICATIONS CA-1 FLOOR PLAN CA-2 CEILING PLAN CA-3 PARTIAL PLANS AND DETAILS CA-4 VESTIBULE PLAN AND STOREFRONT DETAILS CA-5 ROOF PLAN CA-6 EXTERIOR ELEVATIONS CA-8 CANOPY SECTIONS CA-9 WALL SECTIONS CA-10 WALL SECTIONS CA-12 DETAILS CF-1 FIXTURE PLAN - STRUCTURAL SHEET NO. SHEET TITLE S1.0 GENERAL NOTES, FOOTING SCHEDULE, RTU DETAILS 52.1 FOUNDATION PLAN S3.1 ROOF FRAMING PLAN S4.1 _ FOUNDATION AND PANEL SECTIONS AND DETAILS S4.2 FOUNDATION AND PANEL SECTIONS AND DETAILS S4.3 FOUNDATION AND PANEL SECTIONS AND DETAILS S5.1 FRAMING SECTIONS S5.2 FRAMING SECTIONS_ S5.3 CANOPY SECTIONS S6.1 TILT -UP ELEVATIONS MECHANICAL SHEET NO. SHEET TITLE _ CM-1 TENANT FIT -UP FLOOR PLAN H.V.A.C. CM-2 TENANT FIT -UP SCHEDULES AND DETAILS - H.V.A.C. CM-3 TENANT FIT -UP H.V.A.C. SPECIFICATIONS PLUMBING SHEET NO. SHEET TITLE CP-1 TENANT FIT UP FLOOR PLAN - PLUMBING CP-2 ENLARGED PLANS & ISOMETRICS CP-3 PLUMBING SPECIFICATIONS RECI — SPD 0 C T 1 2004 ELECTRICAL 7_1 SHEET NO. SHEET TITLE CE_-1 TENANT FIT UP FLOOR PLAN LIGHTING TENANT FIT UP FLOOR PLAN POWER TENANT FIT UP NOTES, DETAILS ELECTRICAL TENANT FIT UP NOTES, DETAILS ELECTRICAL CE-2 CE-3 CE-4 CE-5 TENANT FIT UP NOTES, DETAILS ELECTRICAL CE-6 TENANT FIT UP NOTES ELECTRICAL PHILLIPS .mwmmm� P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 ` 770.394.1314 P,E r: .I Fc, " '7 1 R A 1, F G H R CONSULTANT SEAL REVISIONS # DATE © 10/01/04 DESCRIPTION DSW SHELL & UPFIT This document is 0 Phillips Portnership. 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 Portnership. PC. TENANT 1501 W.P. BALL BOULEVARD" PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMEMCAN PROPEKTIES NORTH AMERICAN PROPER I IES - 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 COVER SHEET SHEET NUMBER 27 CAmA.'' J J 6*1 (03 600011 15kotol FINISH SCHEDULE DSW TO SUPPLY CARPET, VINYL FLOOR TILE, AND KI nnp POP('FI AIN TII F AT FNTRY WITH MAT SYSTFM MATERIAL SYMBOL MANUFACTURER NUMBER COLOR DESCRIPTION CARPET CRT-1 MOHAWK CLOISONNE 747 PEBBLE BEACH SUPPLIED BY DSW AND INSTALLED BY G.C. VINYL VCT-1 CONGOLEUM CH-12 STONE WHITE TEXTURE 12" x 12" x 1/8" FLOOR ADHESIVE AS RECOMMENDED BY MANUFACTURER TILE ACRYLIC FINISH: SC JOHNSON WAX. COMPLETE WAX BEFORE DSW FIXTURING. SUPPLIED BY DSW AND INSTALLED BY G.C. FLOOR TS-1 JOHNSONITE #28-H CARPET TO VCT TRANSITION TRANSITION TS-2 SCHLUTER SYSTEMS NO K CARPET TO PORCELAIN TILE TRANSITION AT VESTIBULE STRIPS AEO (8MM - 5/16") VINYL BASE VB-1 JOHNSONITE BLACK 4" HIGH BASE PAINT IP-1 PRATT & LAMBERT 2321 WHITE CAP GREY EGGSHELL FINISH: REFER TO ROOM FINISH SCHEDULE SEMIGLOSS FINISH: LOUNGE, RESTROOMS, COLUMNS, CORRIDOR & OFFICE IP-2 PRATT & LAMBERT 2244 PEARL WHITE FLAT IP-3 PRATT & LAMBERT 1731 VIBRANT YELLOW SEMI -GLOSS FINISH IPA PRATT & LAMBERT 2312 STEEL WOOL SEMI -GLOSS FINISH - DOORS AND FRAMES SUSPENDED ACT-1 ARMSTRONG WHITE, NOW FISSURED CORTEGA MINABOARD #769 ACOUSTICAL INDUSTRIES DIRECTIONAL 24" x 48" x 5/8", SQUARE CUT, (WHITE ON WHITE) TILE WITH 15/16" PRELUDE GRID AND LOCK -DOWN CLIPS. PORCELAIN CT-1 CROSSVILLE A-880 12 x 12 TILE SUPPLIED BY DSW AND INSTALLED BY G.C. O SPECIFICATIONS (REFER TO SHEET 'CA-C' FOR ADDITIONAL SPECIFICATIONS.) GENERAL CONDITIONS 1. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS, IS PROHIBITED. TITLE TO THESE DOCUMENTS REMAINS WITH THE ARCHITECT. VISUAL CONTACT WITH THESE DOCUMENTS IS PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. 2. THE A.I.A. DOCUMENT A201, GENERAL CONDITIONS, CURRENT EDITION, SHALL APPLY AT THE PROJECT. A COPY OF THE GENERAL CONDITIONS IS AVAILABLE AT THE OFFICES OF THE ARCHITECT. 3. GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD. 4. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS. IN PARTICULAR: OVERALL WALL DIMENSIONS, SOIL CONDITIONS, INCOMING UTILITIES, ETC. GENERAL CONTRACTOR IS TO REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK. 5. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUBCONTRACTORS FOR A PERIOD OF ONE (1) YEAR COMMENCING WITH THE DATE OF TOTAL COMPLETION OF THE WORK. 6. WORK IS TO BE PERFORMED IN ACCORDANCE WITH GOVERNING CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR REQUIRED BUILDING PERMITS. 7. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. 8. ALL MATERIAL SPECIFIED IS TO BE INSTALLED IN ACCORDANGE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS, WITHOUT'DSW APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE, (MATERIALS AND LABOR). WALL FRAMING & CARPENTRY 1, WALLS TO BE FRAMED WITH 3 5a, STEEL STUDS OR 6" STEEL STUDS AS SHOWN ON THE DRAWINGS. REFER TO PARTITION LEGEND ON SHEET CA-1, (FLOOR PLAN). 2. ALL WALLS WHICH ARE FRAMED TO ROOF DECK ARE TO BE CONSTRUCTED WITH DETACHED TOP PLATE, REFER TO DETAIL 5/CA-3. 3. DIMENSIONAL LUMBER TO BE FIRE RETARDANT. GYPSUM BOARD 1. GYPSUM BOARD TO BE TAPED, RECEIVE THREE COATS SPACKLE, SANDED, RECEIVE METAL CORNER BEADS AT ALL CORNERS AND EDGES, BEDDED AND SANDED FOR FINISH. ALL WORK TO CONFORM TO U.S. GYPSUM STANDARD SPECIFICATIONS OR EQUAL. VISIBLE JOINTS ARE NOT ACCEPTABLE. 2. INTERIOR GYPSUM BOARD WALLS AND CEILINGS TO BE 5/8" MATERIAL. CEILING SYSTEMS 1. ACOUSTICAL TILE: FISSURED CORTEGA MINABOARD #769 24" x 48" x 5/8", SQUARE CUT, (WHITE ON WHITE) WITH 15/16" PRELUDE GRID AND LOCK -DOWN CLIPS. r-I A II C1 LJC C1 7'-4" a " 4 2" 1' 8 2. 1 7 2" 1 7 2„ 1 8" 2„ N CV r� CV N iv N T T T T N _— R T T 4 T T T T 1. PAINTING / STAINING: A. PAINT/STAIN TO HAVE NO SUBSTITUTIONS. B. CONFIRM SUITABILITY OF WALLS TO RECEIVE PAINT AS SPECIFIED. REPAIR OR REPLACEMENT OF A POOR FINISH DUE TO INSTALLATION OVER AN UNSUITABLE SURFACE IS THE CONTRACTOR'S RESPONSIBILITY. C. HVAC DIFFUSERS TO MATCH CEILING FINISH IN WHICH THEY OCCUR. D. MATERIAL WORKMANSHIP SHALL PRODUCE A FIRST CLASS INSTALLATION OF UNIFORM QUALITY WITHOUT LAPS AND STREAKS. 2. PAINT - EXTERIOR WORK: A. PAINT CONC. PER ELEVATIONS ON SHEET CA-6 3. PAINT - INTERIOR WORK (REFER TO PAINT SCHEDULE THIS SHEET) A. GYPSUM BOARD - SALES AREA, & STOCKROOM (1) PRIME COAT/SEALER- PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2321 WHITE CAP GRAY TO 7'-0" AFF. - PRATT & LAMBERT EGGSHELL #2321 WHITE CAP GRAY FROM 7'-0" AFF TO DECK. Q B. GYPSUM BOARD - COLUMNS, RESTROOM, LOUNGE, CORRIDOR, OFFICE (1) PRIME COAT - PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2321 WHITECAP GRAY C. HOLLOW METAL DOORS AND FRAMES (1) PRIME COAT - PRATT & LAMBERT (2) FINISH COATS - PRATT & LAMBERT ALKYD SEMI -GLOSS #2312 STEEL WOOL REFER TO ELEVATIONS ON SHEET CA-6 FOR EXTERIOR PAINT COLORS. D. FERROUS METAL (EXPOSED STEEL, SPRINKLER LINES, DUCTWORK) (1) PRIME COAT - PRATT & LAMBERT METAL PRIMER (2) FINISH COATS - PRATT & LAMBERT SPRAY LATEX FLAT #2244 PEARL WHITE (USE THE DRYFALL PRODUCT) E. PROVIDE OWNER WITH ONE GALLON CONTAINER OF EACH COLOR AND SURFACE TEXTURE. LABEL EACH CONTAINER WITH COLOR, TEXTURE AND ROOM LOCATIONS. rAnnr-r 1. COLOR: MOHAWK CLOISONNE #747 "PEBBLE BEACH" SUPPLIED BY DSW AND INSTALLED BY G.C. 2. G.G. TO PROTECT CARPET WITH 6 MIL VISQUEEN PLASTIC DURING CONSTRUCTION AND PRIOR TO DSW FIXTURING. 3. VINYL TRANSITION STRIPS AT ALL EDGES: REFER TO FINISH SCHEDULE ON SHEET CA-4. 4. FLOOR SURFACE TO BE PROPERLY PREPARED WITHOUT HOLES, CRACKS OR BUMPS. INSTALLATION TO BE GLUE DOWN METHOD, USING LATEX BASED MASTIC, ROBERT SEAM SEALER #4015, OR EQUAL. 5. CARPET TO BE TURNED OVER TO DSW CLEAN, WITHOUT STAINS OR SNAGS. 6. DEBRIS TO BE REMOVED FROM PREMISES, ANY PIECES N-0" OR LARGER TO BE ROLLED AND STORED IN WAREHOUSE. CV N T-9" Z9 2" 2" 2" 2" 2' 1'-9' 1'-9" yyii-- N 4 N F_ PORCELAIN TILE 1. FLOOR SLAB TO BE PREPARED FOR PORCELAIN TILE FINISH. GRIND, FILL AND LEVEL AS REQUIRED FOR THIN -SET TYPE INSTALLATION. APPLY BONDING AGENT (MAPFI-KERABOND AND KERALASTIC OR EQUAL) (GRAY) TO AREA PRIOR TO INSTALL. 2. TILE AND GROUT JOINTS TO BE FREE OF MORTAR HAZE. 3. SPECIFICATIONS PER TILE COUNCIL OF AMERICA HANDBOOK FOR LATEX PORTLAND CEMENT MORTAR TO CONFORM WITH #A108.5. 4. THIN SET INSTALLATION METHOD PER TILE COUNCIL OF AMERICA HANDBOOK FOR PORCELAIN TILE INSTALLATION #A118.4 FOR LATEX PORTLAND CEMENT MORTAR. 5. DSW TO SUPPLE( GROUT AND TILE. G.C. TO INSTALL. VINYL TILE AND BASE 1. VINYL COMPOSITION FLOOR TILE TO BE SUPPLIED BY DSW AND INSTALLED BY G.C. REFER TO FINISH SCHEDULE ON SHEET CA-4. VINYL BASE TO OCCUR AT ALL GYPSUM BOARD SURFACES 2. CLEAN FLOOR AND APPLY PROTECTIVE ACRYLIC FLOOR FINISH PRIOR TO DSW FIXTURE SETUP. 3. CONCRETE SUBFLOORS TO BE OF SMOOTH AND UNIFORM FINISH WITH EDGES FLOATED TO ENSURE FIRST CLASS VCT INSTALLATION. 4. FIVE FULL BOXES OF TILE TO BE LEFT AT THE STORE FOLLOWING COMPLETION OF PUNCHLIST. FIRE EXTINGUISHERS 1. 10 POUND TYPE ABC FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED BY LOCAL FIRE AUTHORITIES. DSW RESPONSIBILITY 1. DSW WILL SUPPLY THE FOLLOWING ITEMS. A. CARPET (TRANSITION STRIPS AND VINYL BASE BY GC). B. VCT (TRANSITION STRIPS AND VINYL BASE BY GC). C. PORCELAIN TILE (INCLUDING THIN SET AND GROUT). D. MAT SYSTEM IN VESTIBULE. E. GLASS AND FRAMING AT OFFICE PARTITIONS. F. MIRRORS AND CLIPS (LOCATIONS AS DIRECTED BY DSW). G. INTERIOR SIGNAGE (6 - 6' X 8' GATERFOAM SIGN PANELS, ATTACHED TO GYPSUM BOARD). H. CASH REGISTER COUNTERS AND CASHWRAPS. I. HANDBAG WALL SYSTEM J. SLATWALL K. EMPLOYEES TIME CLOCK (MOUNT AT OFFICE) L. SAFE (BOLT TO FLOOR IN OFFICE) M. COAT RACK N. OFFICE CABINETRY 0. STOCKROOM SHELVING. ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALL CEILING SALES AREA CT-1 CRT-1 VB 1 PAINT IP-1 (SEMI -GLOSS FINISH) TO T-0" AFF PAINT IP-1 (EGGSHELL FINISH) FROM 7-0 AFF TO DECK EXPOSED STRUCTURE PAINT IP-2 VESTIBULE MAT INLAY EXPOSED GLASS IN ALUMINUM FRAMING. GYPSUM BOARD AT W-0" AFF PAINT IP-1 IN CT-1 LOUNGE VCT-1 VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) ACT-1 AT 8'-0" AFF. STOCK ROOM / VCT-1 V8-1 PAINT IP-1 (EGGSHELL FINISH) EXPOSED STRUCTURE PAINT IP-2 WAREHOUSE RESTROOMS VCT-1 VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) ACT-1 AT 8'-0" AFF, OFFICE CRT-1 VB-1 GYPSUM BOARD TO 48" AFF. N/A PAINT IP-1 (SEMI -GLOSS FINISH) CORRIDORS VCT-1 VB-1 PAINT IP-1 (SEMI -GLOSS FINISH) ACT-1 AT 8'4' AFF. PAINT IP-2 AT SOFFITS DOOR SCHEDULE PAINT ALL DOORS AND FRAMES IPA. (U.N.O.) NO. SIZE LOCATION TYPE MAT'L FRAME HARDWARE NOTES 02 () 3'-0" x 7'-0" x 1 3/4" ENTRANCE A ALUM./ GLASS ALUM. H-3 KAWNEER 190 SWING 1" INSULATING GLASS 10A 3'-0" x 7'-0" x 1 3/4" ENTRANCE B ALUMJ GLASS ALUM. H-3 KAWNEER 190 SWING 1" INSULATING GLASS �B> 3%0" x T-0" x 1 3/4" ENTRANCE B ALUM./ GLASS ALUM. H-3 KAWNEER 190 SWING 1" INSULATING GLASS (2) T-0" x 7'-0" x 'I 3/4" VESTIBULE A ALUM./ ALUM. H-3 KAWNEER 190 SWING GLASS 1/4" GLASS, NO THRESHOLD O 3'-0" x T-0" x 1 3/4" VESTIBULE B ALUM./ GLASS ALUM. H-4 KAWNEER 190 SWING 1/4" GLASS, NO THRESHOLD O 3%0" x 7'-0" x 1 3/4" VESTIBULE B ALUM./ ALUM. H-4 KAWNEER 190 SWING GLASS 1/4" GLASS, NO THRESHOLD 05 8'-0" X 8'-0" LOADING DOCK G INSULATED STEEL MFR_ OVERHEAD DOOR CO. MODEL #625 EQUIPPED WITH STEEL LOCKING DEVICE AT FLOOR LEVEL ON BOTH DOOR TRACKS O 3'-4" X T-0" X 1-3/4" LOADING DOCK D INSULATED H.M. H-1 4" DOOR HEAD. REFER TO ELEVATIONS ON SHEETS H.M. CA-6 FOR EXTERIOR FINISHES. REFERTO DETAILS 5/CA-12 AND 6/CA-12. 3'-4" X 7'-0" X 1-3/4" CORRIDOR D INSULATED H M H 1 H.M. D1 3'-0" X 5'-6" X 1-3/4" OFFICE C ALUM. ALUM. DOOR AND HARDWARE SUPPLIED AND INSTALLED OPENING BE 38-1/2" BY DSW. DOOR ROUGH TO D2 3'-0" X 7'-0" X 1-3l4" LOUNGE C H.M. H.M. H-6 PUSHBUTTON COMBINATION LOCKSET FURNISHED D3 T-0" X 7'-0" X 1-3/4' WOMEN C H.M. H.M. H-5 BY DSW AND INSTALLED BY GC D4 3%0" X T-0" X 1-3/4" MEN C H.M. H.M. H-5 D5 (2) 3%0" x T-0" x 1" tJAJAREHOUSE/SALES F MTL. H.M. MFR. ELLIASON DOOR #LWP w/ MGA FRAME WILSONART LAMINATE FINISH.- LT. GREY D6 2'-6" X 3'-0" WAREHOUSE ROOF STEEL STEEL H-2 BILCO TYPE'S' ROOF HATCH w/ INSULATION, ROOFING AND FLASHING APPROPRIATE TO ROOF CONSTRUCTION. PROVIDE AND INSTALL ROOF ACCESS LADDER, DETAIL 9/CA-12. D7 3%4" X 7'-0" X 1-3/4" CORRIDOR / SALES C H.M. H.M. H-6 D8 2'-0" X 7'-0" X '1-3/4" FLOOR SINK D H.M. H.M. H-6 UNDERCUT DOOR 1" f _+ + �HEADFRAAAE JATFI 4 / ONE WAY VIEWER (WHERE REQUIRED) 4 'r Cl 0 CA) OD ALL DOOR GLAZING TO BE ALL DOOR GLAZING TO BE TEMPERED GLASS TEMPERED GLASS DOOR HOOD $, 0„ SUPPLIED BY 47112" 7' ' MANUFACTURER OUTSIDE FRAME CLEAR OPENING DOOR HARK/APE SUPPLIED BY W MANUFACTURER j`' W o CLEAR WNDOW _ C? CHAIN OPERATOR J ib PAINTED, I —INSULATED STEEL ems' —DOUBLE ACTING DOOR v 41"Al" DOOR I OE OF JAMB GUARDS OG MST ACCEPT BEST CORES) HARDWARE SCHEDULE LL RAEFDOORER TO OOR SCHREDUUE FOR ADDITIONAL HARDWARE NOTES SET# SET# H-1 1 EXIT PANIC DEVICE WITH ALARM HA HARDWARE BY ALUMINUM DOOR MANUFACTURER: (VON DUPRIN GUARD-X SERIES 2670) 1-1/2 PR BUTTS, NON-FERROUS NRP, U 26D 1-1/2 PR HEAVY DUTY BUTTS HAGER BB 1279 4.5 x 4.5, U 26D 1 PULL, KAWNEER CO-9, OFFSET PULL, U 32D 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 1 PUSH, KAWNEER CIP-11, PUSH BAR, U 32D 1 SET WEATHERSTRIPPING, HAGER 892SA V-84 1 CLOSER, LCNB 4040 SERIES, ALUM. 1 DRIP CAP: HAGER 810SA-3FT 1 THRESHOLD, HAGER 520SA V-3FT H-5 1-1/2 PR BUTTS, HAGER BB 1219 4.5 x 4.5, U 26D 1 DOOR SWEEP: HAGER 7705A N-3FT 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 1 DOOR VIEWER: TACO TA3310PC (MOUNT AT 5'-0" AFF DOOR #6 ONLY) 1 KICKPLATE, ROCKWOOD 8" x 34" x .050", U 32D 1 FLOOR STOP, ROCKWOOD 422, U 32D H-2 1 PADLOCK- BEST 11B SERIES 1 EA. SIGN, ROCKWOOD MEN BF 687, BLACK & ROCKWOOD VERIFY SHACKLE LENGTH WITH PADLOCK HASP USED. WOMEN BF 688 BLACK 3 SILENCERS, GLYNN-JOHNSON GJ64, GREY H-3 1 CYLINDER OUTER DOOR ONLY TRILOGY 2 BY ALARM LOCK #ALDL2700, N26D REMAINDER OF HARDWARE BY DOOR MANUFACTURER: 16" X 20" LOUVER (2) 1-1/2 PR BOLTS, IE 66 H181, U 26D 2 PULLS, KAWNEER CO-9, OFFSET PULL, U 32D H-6 1-1/2 PR BUTTS, HAGER BB 1279 4.5 x 4.5, U 26D 2 PUSH, KAWNEER CIP-11, PUSH BAR, U 32D 1 PASSAGE SET, SCt ILAGE RHODES D 10 S, U 26D 1 THRESHOLD, MANUFACTURER'S BUTT HUNG, ALUM. (DOOR #D8) 2 SWEEP, REESE 323 C x WIDTH, ALUM. 1 CLOSER, LCN SMOOTHEE 4040, ALUM. 2 CLOSERS, LCNB 4040 SERIES, ALUM. 1 FLOOR STOP, ROCKWOOD 422, U 32D 1 WEATHERSTRIP, MANUFACTURER'S "SEAL -AIR" 3 SILENCERS, GLYNN-JOHNSON GJ64, GREY 1 EXIT DEVICE, KAWNEER DOR-O-MATIC 1990 #17 W/CONCEALED ROD TRILOGY 2 BY ALARM LOCK #ALDL2700, N26D Architecture Interior Design " Planning .'ar. 770.394"1616 F� 770.394.1314 RF RE Li K J I F A QHR ANCHOP. S C G E F CONSULTANT : SEAL REVISIONS # DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT This document N 9 Phillips Partnership, PC and is considered an Instrument of Servico and is solely for use with respect W the project as indicated below- Al rights reserved. This document may not be reproduced without the prior written consent of Phlllip� Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT 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 )OB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE SPECIFICATIONS AND SCHEDULES SHEET NUMBER 27 �� REVISION # 27 SUMMARY A. ADDED SHEET SECTION 01710 - FINAL CLEANING A. SUMMARY 1. ENVIRONMENTAL REQUIREMENTS: CONDUCT CLEANING AND WASTE -DISPOSAL OPERATIONS IN COMPLIANCE WITH LOCAL LAWS AND ORDINANCES. COMPLY FULLY WITH FEDERAL AND LOCAL ENVIRONMENTAL AND ANTI POLLUTION REGULATIONS. B. PRODUCTS 1. CLEANING AGENTS: USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY THE MANUFACTURER OR FABRICATOR OF THE SURFACE TO BE CLEANED. DO NOT USE CLEANING AGENTS THAT ARE POTENTIALLY HAZARDOUS TO HEALTH OR PROPERTY OR THAT MIGHT DAMAGE FINISHED SURFACES. C. EXECUTION - COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE REQUESTING INSPECTION FOR FINAL COMPLETION FOR THE ENTIRE PROJECT. 1. CLEAN THE PROJECT SITE, YARD AND GROUNDS, IN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, INCLUDING LANDSCAPE DEVELOPMENT AREAS, OF RUBBISH, WASTE MATERIAL, LITTER, AND FOREIGN SUBSTANCES. 2. SWEEP PAVED AREAS BROOM CLEAN AND POWER WASH ALL DIRT AND MATERIALS WHICH CAN BE TRACKED INTO THE BUILDING. RAKE GROUNDS THAT ARE NEITHER PLANTED NOR PAVED TO A SMOOTH, EVEN -TEXTURED SURFACE. 3. REMOVE PETROCHEMICAL SPILLS, STAINS, AND OTHER FOREIGN DEPOSITS, INCLUDING EXCESS CONCRETE AND MORTAR DUMPINGS. 4. REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIAL FROM THE SITE. 5. DAMP CLEAN AND DRY EXPOSED EXTERIOR AND INTERIOR HARD -SURFACED FINISHES TO A DIRT -FREE CONDITION, FREE OF STAINS, FILMS, AND SIMILAR FOREIGN SUBSTANCES. AVOID DISTURBING NATURAL WEATHERING OF EXTERIOR SURFACES_ RESTORE REFLECTIVE SURFACES TO THEIR ORIGINAL CONDITION. 6. REMOVE DEBRIS AND SURFACE FROM LIMITED ACCESS SPACES, INCLUDING ROOFS, PLENUMS, SHAFTS, TRENCHES, EQUIPMENT VAULTS, MANHOLES, ATTICS, AND SIMILAR SPACES. 7, BROOM CLEAN AND WET -MOP CONCRETE FLOORS IN UNOCCUPIED SPACES AFTER REMOVING PAINT AND DRIPS, STAINS AND OTHER FOREIGN SUBSTANCES FROM CONCRETE SURFACE. 8. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS. REMOVE GLAZING COMPOUNDS AND OTHER SUBSTANCES THAT ARE NOTICEABLE VISION -OBSCURING MATERIALS. REPLACE CHIPPED OR BROKEN GLASS AND OTHER DAMAGED TRANSPARENT MATERIALS. POLISH MIRRORS AND GLASS, TAKING CARE NOT TO SCRATCH SURFACES. 9_ REMOVE LABELS THAT ARE NOT PERMANENT LABELS. 10. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED, EXPOSED FINISHES AND SURFACES. REPLACE FINISHES AND SURFACES THAT CANNOT BE SATISFACTORILY REPAIRED OR RESTORED OR THAT ALREADY SHOW EVIDENCE OF REPAIR OR RESTORATION. a) DO NOT PAINT OVER "UL" AND SIMILAR LABELS, INCLUDING MECHANICAL AND ELECTRICAL NAMEPLATES. 11. WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT, AND SIMILAR EQUIPMENT. REMOVE EXCESS LUBRICATION, PAINT AND MORTAR DROPPINGS, AND OTHER FOREIGN SUBSTANCES, 12. CLEAN LIGHT FIXTURES, LAMPS, AND REFLECTORS TO FUNCTION WITH FULL EFFICIENCY. REPLACE BURNED -OUT BULBS IN FIXTURES. 13. LEAVE THE PROJECT CLEAN AND READY FOR TENANT BUILD -OUT. 14. REMOVAL OF PROTECTION: REMOVE TEMPORARY PROTECTION AND FACILITIES INSTALLED DURING CONSTRUCTION TO PROTECT PREVIOUSLY COMPLETED INSTALLATIONS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. 15. COMPLIANCES: COMPLY WITH GOVERNING REGULATIONS AND SAFETY STANDARDS FOR CLEANING OPERATIONS. REMOVE WASTE MATERIALS FROM THE SITE AND DISPOSE OF LAWFULLY. INIT MASONRY - 04200 / A.1d)EX LOCK: COMPLY WITH REQUIREMENTS INDICATED. / ETE BLOCK: COMPLY WITH ASTM C90-97 FOR HOLLOW LOAD BEARI G ND ASTM C145-97 FOR SOLID LOAD BEARING UNITS AND AS FOLLOWS: E: II NON -MOISTURE CONTROLLED UNITS DE: N GHT CLASSIFICATION: 120#, MEDIUM WEIGHT BLOCK SED SURFACES: AS INDICATED ON DRAWINGS e) UNIT C COMPRESSIVE STRENGTH: 1900 PSI MIN. AVERAGE N T AREA 0 COLORS. AS INDICATED ON DRAWINGS 2. MORTAR: PROVIDE MORTAR MIXTURES AS FOLLOWS FO rHE VARIOUS APPLICATIONS. a) FOR MASONRY\^ ROVIDE MATERIALS MO �// WHICH COMPLY WITH ASTM CI 50, C91, C1142, C207, " 27 , A C404 AND AS FOLLOWS: 1) TYPE: "S" 3. REINFORCING: a) PROVIDE HORIZONTAL JINT N Cj G ON CONCRETE BLOCK COURSES AT 16" O.C., VE CALL . PROVIDE THE FOLLOWING: 1) TRUSS TYPE, 9 GA E, A , HORIZONTAL REINFORCING AS NUFA�TURED BY NATIONAL WIRE PRODUCTS IND T IT A HOT DIPPED GALVANIZED G-90 FINISH. 2) LAP SPLICE I INF CING/ MI IMUM OF (2) CROSS BARS OR 6", WHICHEVER GR TE. b) PROVIDE REINF G W:RE INDCCA ED. 1) ASTM A61 , DE760, DEFORMED. 2) LAP SPLICES SHVL BE 48 BAR DIAMETL RS. 3) PROVIDE BAR ,PACERS AS NECCESSAR TO MAINTAIN PROPER POSITIONING OF BARS. 4. GROUT: a) GROUT ALL R INFORCING STEEL SOLID AND WHER�OTHERWISE INDICATED. 1) GROUT MINIMUM OF 16" UNDER BEAM BEARING AND 8" UNDER LINTELS. b) GROUT RENGTH SHALL BE 2500 PSI MINIMUM. c) MAXIM M GROUT POUR SHALL BE 24 FEET. WHEN GRO POUR EXCEEDS 5 FEET, PROP DE CLEANOUTS IN BOTTOM COURSE OF MASONRY If' EACH GROUT POUR. d) PLACE GROUT IN LIFTS NOT EXCEEDING 5 FEET. CONSOL IDA`I\E EACH LIFT BY tIFT�H`ANICAL VIBRATION AND RECONSOLIDATE BY MECHANIC L VIBRATION jER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. 5. INSTALLATION OF MASONRY UNITS: LAY UNITS TRUE AND PLUMB IN A RUNNING 146ND WITH 3/8" JOINTS. FINISH JOINTS SHALL BE CONCAVE. UPON COMPLETION, CLEAN MASONRY IN ACCORDANCE WITH BRICK INSTITUTE RECOMMENDA IONS. //NO TOOTHING WILL BE ALLOWED, RACK -BACK WORK AT END OF DAY, OR COMPLETED WORK PERIOD. 7. FILL IN ALL BEARING POCKETS WITH SOLID MASONRY AFTER INSTALLING BEAMS ROUGH CARPENTRY - 06100 A. ROUGH CARPENTRY: PROVIDE WOOD GROUNDS, NAILERS & BLOCKING WHERE INDICATED AND REQUIRED. USE FASTENING METHODS WHICH WILL INSURE THE GREATEST STRENGTH FOR THE CONDITION INDICATED. WOOD SHALL BE AS FOLLOWS: 1. MOISTURE CONTENT: 19% MAXIMUM 2. GRADE: STANDARD GRADE LIGHT FRAMING SIZE LUMBER OF ANY SPECIES OR BOARD SIZE LUMBER AS REQUIRED. No. 3 COMMON OR STANDARD GRADE PER WCLIB OR WWPA RULES OR No. 3 BOARDS PER SPIB RULES. 3. PROVIDE FIRE RETARDANT TREATED WOOD WHERE REQUIRED BY LOCAL CODE REQUIREMENTS AND WHERE INDICATED. COMPLY WITH AWPA C20. 4. PRESERVATIVE -TREATED WOOD: WHERE INDICATED, AND FOR USE AS WOOD CANTS, NAILERS, CURBS, EQUIPMENT SUPPORT BASES, BLOCKING, STRIPPING, AND SIMILAR MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE. COMPLY WITH AWPA C2, WITH 0.25 LBS./CUBIC FOOT MINIMUM RETENTION. RIGID POLYISOCYANURATE INSULATION - 07220 A. WALL INSULATION 1. FOIL -FACED POLYISOCYANURATE BOARD INSULATION: ASTM C 1289, TYPE 1, CLASS [11, WITH MAXIMUM FLAME -SPREAD AND SMOKE -DEVELOPED INDICES OF 75 AND 450, RESPECTIVELY, BASED ON TESTS PERFORMED ON UNFACED CORE ON THICKNESS UP TO 4 INCHES (101 mm). 2. MANUFACURERS: a). APACHE PRODUCTS b). CELOTEX CORPORATION c). JOHNS MANVILLE CORPORATION B. ROOFING INSULATION 1. FOR MECHANICALLY FASTENED SINGLE -PLY ROOFING SYSTEMS POLYISOCYANURATE BOARD INSULATION: ASTM C 1289, TYPE (II, FELT OF GLASS -FIBER MAT) FACER ON BOTH MAJOR SURFACES, a). MANUFACTURERS: 1. APACHE ROOFING COMPANY 2. ATLAS ROOFING CORPORATION 3. JOHNS MANVILLE INTERNATIONAL, INC. )AMED-IN-PLACE PLASTIC MASONRY WALL INSULATION - 07214 A. IN ULATION MATERIALS 1. FOAMED IN PLACE MASONRY INSULATION: TWO COMPONENT THERMAL INSU ION PRODUCED BY COMBINING A PLASTIC RESIN AND A CATALYST FOAMING SURJACTANT WHICH, WHE(V PROPERLY RATIONED AND MIXED TOGETHER, WITH COMPRESSED / PRODUCE A COL D-%TTING FOAM INSULATION IN THE HOLLOW CORES OF HOLLOW U IT MASONRY WALL. a). SUR ,ACE BURNING CHARACTERISTICS: MAX FLAME SPREAD, S OKE DEVELOPED AND FUEL CONTRIBUTED OF 5, 50, AND 0 RESPECTIVELY. b). THERMAL V\ALUE: R OF 13/IN. MINIMUM @ 75 DEGREES F M N; 4.5/ IN. MINIMUM @ 35 DEGREFS MEAN; ASTM C177 0. MOISTURE AB I RPTION: NOT MORE TH. 3% d)• DENSITY:.71bs/ft. 2. MANUFACTURERS: a). THERMCO, THERMAL �RP. OF 1 rr LEASANT, IA (319) 385-1535 b). TAYL ORED CHEMICAL PRQDU FI L 500 c). POLYMASTER \ 3. INSTALLATION OF FOAMED -IN- CCE\I U , TION: GENERAL: INTALLER SHA BE CERTIFIAD AND/OR APPROVED BY THE MANUFACTURER OF THE INSULATION. INSUI SUBCCPNTCTOR SHALL CARRY PRODUCTS AND COMPLETED OPERATIONS INSURA WI I IMUM LIABILITY LIMITS OF $1,000,000. FOAM PLASTIC RESIN MUST COME 0 E MA111FACTURER RE -MIXED TO INSURE CONSISTENCY. a). INSTALL FO C INSULATION FRO THE INTERIOR PRIOR TO INSTALLATION OF INTE WORK; COMPLY WITH t�FACTURERS INSTRUCTIONS. b). EXAMINA - EXAlA�MINE WALLS AND CAVITIES TO RETERMINE IF THERE ARE CONDITIONS WHICH WOUL /�DVERSELY AFFECT THE PERFORMANCE OF THE INSULATION. DO NOT PR I PROCEED WITH INSTALLATION UNTIL ALL UNSATISFAC\0RY CONDITIONS HAVE BEEN CORRECTED/7 c). INSTALLA� ON: PUMP FOAM INSULATION THROUGH HOLES ORED INTO MORTAR JOINTS OR BLOCK AT LEAST THREE (3) FEET FROM FLOOR LEVEL. Ri PITAT AT HEIGHTS NO GREATER THAN (1 2) FEET UNTIL COMPLETION OF THE WALL ARE, . FI�LL OPEN CELLS AND VOIDS IN HOLLOW CONCRETE MASONRY\WALLS WHERE HOWN IN DRAWINGS. REMOVE EXCESS FOAM AND PLUG HOLES Wf H MORTAR AND ZELD TRIKE FLUSH. CLEAN AND REMOVE ALL DEBRIS. 4. QUALITY CONTROL a). SAMPLING: VERIFY INSULATION DENSITY BY RANDOM SAMPLING. ONE CUBIC FOOT OF FRESH FOAM SHALL WEIGH BETWEEN 2LBS, 8OZ; AND 3LBS, 6OZ. b). ALLOW TWO WEEKS AFTER INSTALLATION BEFORE PAINTING OF MASONRY WALLS\ STUCCO - 07240 k\ENERAL / T FURNISH MATERIAL AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS SHOWN ON THE DRAWINGS, AS SPECIFIED AND AS NECESSARY TO COMPLETE THE WORK INCLUDING THESE FOLLOWING ITEMS: a . PROVIDE AND INSTALL EXTERIOR EXPANSION AND CONTROL JOINTS b). ROVIDE NO. 15 FELT OR OTHER CODE APPROVED VAPOR BARRIER 4 PROTECTING ALL STUCCO RELATED COMPONENTS FROM WEATHER AND OTHER DAMAGE UNTI�PERMANENT PROTECTION IN THE FORM OF FLASHINGS, SEALANTS, ETC. ARE INSyALLED. 2. THE I .1 �\TOR SHALL PROVIDE A ONE YEAR WRITTEN WARRANTY COVERING LABOR A D/MATERIALS FOR ALL WORK RELAT D TOT HE INSTALLATION OF FINISHED PRODUCT. 3. INSTALLER QUJ�IFICATIONS: A QUALIFIED INSTALLER, APPROVED BY MANUFACTUR TO INSTALL MANUFACTURER'S RODUCTS. 4. OBTAIN STUCCO MAT€RIALS FROM A SINGLE APPROVED MANUFACTURER OR IT AUTHORIZED DISTRIBUTOR. ALL MATERIALS TO BE DELI�/ERED TO JOB SITE IN THE ORIGINAL, UNOPENED PACKAGES WITH LABELS INTACT. 5. INSTALLER SHALL VISIT PR JECT SITE PRIOR TO START OF EXTERIOR STUCCO TO NOTE EXISTING CONDITIONS AND TO DETERMINE IF ANY SITUATION EXISTS THAT MAY IMPEDE TIMELY INSTALLATION OF STUCCO. NOTIFY THE GENERAL CONTRACTOR OF OF,ANY CORRECTIVE MEASURES REQUIRE PRIOR TO START OF STUCCO INSTALLATION. COMMENCEMEN\ QF WORK CONSTITUT. ' CCEPTAN E OF WORKING CONDITIONS BY STUCCO INSTALLER. \A / 6. CLEAN-UP BY INSTALLER SHALL IN\/O\LVE REMOVAL „ F . E �TUCCO MATERIALS AND REMOVING ALL DEBRIS AND FOREIGN SUBSTANCES IN SURROUNDI G AREAS V E T' _ STUCCO FINISH HAS BEEN APPLIED. B. MATERIALS: STUCCO INSTALLER TO ENSURE THAT THE ATERIALS ARE AVAILABLE ON SITE: a). WATER: CLEAN AND POTABLE b). VAPOR BARRIER: NO. 15 FELT OR L L Q , E APPROVED BUILDING WRAP c). LATH: MANUFACTURER'S REC , MEN DEDJJM� METAL OR WOVEN LATH SUITABLE FOR APPLICATION OVER DESIGN SUBST/KATE�. d). ACCESSORIES: TRIM ACCE OR SHALL BE G%VANIZED STEEL OR APPROVED PLASTIC MEETING APPLICABLE BU COI)' REQUIRE FNTS. e). STUCCO FINISH: COMP A BLE gRYVIT'SANDPEBB,LE' TEXTURE. REFER TO SHEETS A6 AND A7 FOR FINISH C CH COLORS AS REQUIRED. '. B. MANUFACTURERS: " ' 1. SUBMIT PRODUCT DATA AND 4) OLOR SAMPLES FOR REVIEW F OM FOLLOWING MANUF'S: a). DRYVIT b). STO CORP. c). PAREX d). ALTERNATE MANUF CTURER ACCEPTABLE SUBJECT TO ARCH ITEC 'S APPROVAL. C. INSTALLATION: 1. INSTALLATION PROCEDURES TO CONFORM WITH MANUFACTURER'S INSTRUC IONS. a). DO NOT AP� Y STUCCO DURING INCLEMENT WEATHER OR OVER DAMP SURFACES. b)_ COMPLY WITH PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR STUCC APPLICATION OVER SPECIFIED SUBSTRATE. C). EXPANSION JOINTS TO BE INSTALLED AT LOCATIONS INDICATED; WHERE REQUIRED BYE ANUFACTURER; WHERE ST CCO ADJOINS DISSIMILAR SUBSTRATES, MATERIALS OR CONSTRUCTION. d). APPLY BASE COAT TO EXPOSED SUBSTRATE IN MINIMUM THICKNESS RECOMMENDED BY MANUFACTURER. SINGLE COAT STUCCO SYSTEMS SHALL BE APPLIED WITH A MINIMUM THICKNESS NOT LESS Tr N 3/8" OVER METAL LATH OR WOVEN WIRE MESH, NOT TO EXCEED 1/2" MAXIMUM THICKNESS OR AS RECOMMENDED\ Y MANUFACTURER. e). REINFORCING MESH TO COMPLETELY EMBEDDED IN WET BASE COAT, APPLYING ADDITIONAL BASE -COAT MATERIAL IF NEGESSARY, SO MESH COLOR AND PATTERN ARE NOT VISIBLE. f). FINISH COAT: APPLY TO DRY BASE COAT MAINTAINING A WET EDGE AT ALL TIMES FOR UNIFORM APPEA NCE. AVOID CREATING COLD JOINTS, SHADOW LINES AND TEXTURE VARIATONS. METAL FLASHING AND TRIM - 07600 A. GENERAL 1. PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN THE CURRENT EDITION OF SMACNA (ARCHITECTURAL SHEET METAL MANUAL) AND THE NRCA "ROOFING AND WATERPROOFING MANUAL". 2. USE SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 3. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR ALL SHEET METAL WORK FOR REVIEW PRIOR TO FABRICATION. B. MATERIALS: 1. SHEET MATERIALS a) GALVANIZED STEEL: ASTM A653 / A653M, G90, MILL PHOSPHATIZED FOR FIELD PAINTING b) ALUMINUM: ASTM B209, ALLOY 3003, MILL FINISH. c) STAINLESS STEEL: ASTM A240 / A240 M, TYPE 304, 2. ACCESSORIES a) FASTENERS: FINISH EXPOSED FASTENERS SAME AS FLASHING METAL. b) GUTTER AND DOWNSPOUT ANCHORAGES: TYPE RECOMMENDED BY FABRICATOR. c) GUTTER SUPPORTS: BRACKETS. d) DOWNSPOUT SUPPORTS: BRACKETS OR STRAPS. e) SPIASHBLOCKS: PRE -MOULDED RUBBER SPLASHBLOCKS AT ALL DOWNSPOUT OUTLETS. 3. COMPONENTS a) ALL GUTTER COMPONENTS TO BE FABRICATED FROM PREFINISHED METAL STOCK WITH COLOR TO MATCH STANDING SEAM METAL ROOF. METAL FLASHING AND TRIM - 07600 (continued) C. EXECUTION 1. MAKE WORK NEAT, STRONG, WATERTIGHT, AND SERVICEABLE WITH ADEQUATE PROVISIONS FOR EXPANSION AND CONTRACTION. KEEP EXPOSED SURFACES FREE OF FLUX OR SOLDER. 2. EXCEPT AT CORNERS WHICH SHALL BE MITERED, RIVETED OR SOLDERED, DO NOT USE LAP JOINTS OR EXPOSED FASTENERS ON SHEET METAL ITEMS EXPOSED TO VIEW. USE BUTT JOINTS AND CONCEALED SPLICE PLATES. 3. NEATLY DOUBLE BACK SHEET METAL % INCH MINIMUM TO CONCEAL AND STIFFEN RAW EDGES. 4. TERMINATE ALL ENDS WITH FULL RETURNS INTO ADJACENT MATERIALS. 5. USE OF NON -HARDENING, CHEMICALLY NEUTRAL ROOFING CEMENT IS PERMITTED. OBTAIN FROM W.R. HENRY CORP., FLINTKOTE, JOHNS MANVILLE OR EQUAL. 6. ALL SUPPORTS, HANGERS, BRACKETS, ANCHORS, BRACES, AND OTHER ATTACHMENT DEVICES USED SHALL BE SECURELY ATTACHED TO SOLID BUILDING CONSTRUCTION. 7. NAILING: a) WHENEVER POSSIBLE, SECURE METAL BY MEANS OF CLIPS OR CLEATS WITHOUT NAILING THROUGH THE METAL. b) IN GENERAL, SPACE NAILS, RIVETS AND SCREWS NOT MORE THAN 8" APART. USE LEAD WASHERS WHERE EXPOSED TO THE WEATHER. c) ALL FASTENERS MUST BE CONCEALED FROM VIEW WHENEVER POSSIBLE. d) FOR WOOD NAILING, USE BARBED ROOFING NAILS 1%" LONG BY 11 GAUGE. 8. PROTECT SHEET METAL SURFACES IN CONTACT WITH DISSIMILAR METAL, CONCRETE, OR PLASTER WITH A HEAV COATING OF BITUMINOUS PAINT OR TAPE SEPARATION. JOINT SEALERS - 07900 A. JOINT SEALERS: PROVIDE JOINT SEALERS IN THE FOLLOWING LOCATIONS: 1. PERIMETER OF DOOR FRAMES 2. PERIMETER OF PENETRATIONS IN THE BUILDING WALL. 3. ABUTMENT OF DISSIMILAR MATERIALS 3. HORIZONTAL AND VERTICAL JOINTS ON STUCCO FINISHES B. MATERIAL: PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES. 1. PROVIDE SEALANTS AS LISTED BELOW OR ARCHITECT APPROVED EQUAL. COMPLY WITH ASTM C-920. a) TYPE #1: FOR VERT. & HORIZ. JOINTS IN CONNECTION WITH CONCRETE, PLASTER, STEEL, ALUMINUM AND GLASS. NOT FOR TRAFFIC AREAS. 1) RUBBER CAULK 5000 BY PRO. 2) SONOLATIC ONE PART BY SONNEBORN 3) DYNATROL I BY PECORA. 4) ELASTO-THANE BY PACIFIC POLYMERS. b) TYPE #2: FOR VERT. & HORIZ. JOINTS IN CONNECTION WITH MASONRY, CONCRETE, PLASTER, STEEL, ALUMINUM AND GLASS. NOT FOR TRAFFIC AREAS. 1) RUBBER CAULK 350 BY PRC. 2) SONOLATIC NP II BY SONNEBORN. 3) DYNATROL II BY PECORA. 4) SYMERIC BY TREMCO. C) TYPE #3: FOR VERT. JOINTS IN ALL MATERIALS OR FOR TRAFFIC AREAS. 1) RUBBER CAULK 270 (HEAVY) OR 220 (FLOW) BY PRO. 2) ELASTO-THANE 227, TYPE I BY PACIFIC POLYMERS. 3) UREXPAN NR-200 BY PECORA. 4) THC 900 (SELF -LEVELING) BY TREMCO. d) TYPE #4: FOR VERT. JOINTS ABOVE GRADE WITH GLASS, CERAMIC, STEEL, WOOD, AND ALUMINUM. 1) 790, 795, 982, OR 999 BY DOW CORNING. 2) OMNIGLAZE BY SONNEBORN 3) 863 GLAZING/CONSTRUCTION SILICONE BY PECORA. 4) SILIGLAZE N, GESIL N, 1200 OR 1700 BY G.E. e) TYPE #5: FOR VERT. JOINTS ABOVE GRADE IN CONNECTION WITH CONCRETE, MASONRY, GLASS, STEEL, AND ALUMINUM. 1) 864 BY PECORA. 2) 780 BY DOW CORNING. 0 TYPE #6: FOR VERT. AND HORIZ. JOINTS ABOVE GRADE IN CONNECTION WITH CONCRETE, MASONRY, GLASS, STEEL, AND ALUMINUM. 1) SCS-1600 SEALANT BY G.E. 9) TYPE ft FOR VERT. AND HORIZ. JOINTS ABOVE GRADE IN CONNECTION WITH CONCRETE, MASONRY, AND GLASS. MAY BE USED INTRAFFIC AREAS. 1) POLY-TITE BY SANDELL (USE ONLY UNDER HARD PROTECTION) 2) COMPRIBOND BY SECOA, INC. 11) TYPE #9: FOR INTERIOR DAMP LOCATION WHERE MILDEW RESISTANT SEALANT IS REQUIRED. 1) 786 BY DOW CORNING 2) 1700 BY G.E. L) ACOUSTICAL SEALANT: ACRYLIC LATEX, TREMCO #834. 3. JOINT SEALANT BACKING a) PLASTIC FOAM FILLERS: CLOSED -CELL POLYETHYLENE FOAM b) BOND BREAKER: PROVIDE POLYETHYLENE TAPE OR OTHER PLASTIC TAPE AS RECOMMENDED BY SEALANT MANUFACTURER FOR P};EVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT FILLER MATERIALS OR JOINT SURFACES. PROVIDE SELF-ADHESIVE TAPE WHERE APPLICABLE. 4. PRIMER: PROVIDE TYPE RECOMMENDED BY JOINT SEALER MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED. JOINT SUBSTRATES INDICATED. 5. PROVIDE SEALANT BACKINGS OF MATERIALS AND TYPE WHICH ARE NON -STAINING AND ARE RECOMMENDED BY THE SEALANT MANUFACTURER. 6. COLOR: SEALANT COLOR SHALL MATCH COLOR OF ADJACENT WALL SURFACE. STEEL DOORS AND FRAMES - 08110 A. STEEL DOORS AND FRAMES: PROVIDE STEEL DOORS AND FRAMES AS MANUFACTURED BY STEELCRAFT OR ARCHITECT APPROVED EQUAL. COMPLY WITH SDI-100 RECOMMENDATIONS AND STANDARDS FOR DOORS AND FRAMES. 1. PROVIDE GALVANIZED DOORS AND FRAMES IN EXTERIOR WALLS. 2. INSERTS, BOLTS AND FASTENERS: MANUFACTURER'S STANDARD UNITS, EXCEPT HOT DIPPED GALVANIZED ITEMS TO BE BUILT INTO EXTERIOR WALLS, COMPLYING WITH ASTM A153, CLASS C OR D AS APPLICABLE. 3. PRIMER: PROVIDE RUST -INHIBITIVE ENAMEL OR PAINT, EITHER AIR DRYING OR BAKING, SUITABLE AS A BASE FOR SPECIFIED PAINT FINISH. 4. FABRICATE DOORS AND FRAMES OF EITHER HOT ROLLED OR COLD ROLLED SHEET STEEL COMPLYING WITH ASTM A569, A568, A366 AND A568, RESPECTIVELY. 5. PREP DOORS AND FRAMES TO RECEIVE SPECIFIED FINISH HARDWARE. COMPLY WITH ANSI Al 15. 6. FRAMES: FABRICATE FRAMES OF MINIMUM 16 GAUGE COLD -ROLLED STEEL, DOUBLE RABBET PROFILE, MITERED CORNERS. PROVIDE KNOCK -DOWN FRAMES AT ALL INTERIOR DOORS AND FULLY WELDED FRAMES AT ALL EXTERIOR DOORS. 7. DOORS: a) INTERIOR DOORS: GRADE III, EXTRA HEAVY DUTY, MODEL 1, FULL FLUSH DESIGN, MINIMUM 0.0598 INCH THICK COLD -ROLLED STEEL SHEET FACES. b) EXTERIOR DOORS: GRADE III, EXTRA HEAVY DUTY, MODEL 1, FULL FLUSH DESIGN, MINIMUM 0.0635-IN. THICK GALVANIZED STEEL SHEET FACES. GLASS AND GLAZING - 08800 A. GLASS AND GLAZING: COMPLY WITH FGMA GLAZING AND SEALANT MANUALS, AND PROVIDE GLASS & GLAZING AS INDICATED B. GLASS SCHEDULE: 1. EXTERIOR GLASS: 1" THICK INSULATING, CLEAR GLASS; TEMPERED WHERE INDICATED. 2. EXTERIOR TRANSOM GLASS: 1" THICK INSULATING, CLEAR GLASS 3. INTERIOR GLASS: 1/4" THICK CLEAR GLASS; TEMPERED 4, INTERIOR TRANSOM GLASS: 1/4" THICK CLEAR FLOAT GLASS C. PROVIDE GLASS AS MANUFACTURED BY PPG INDUSTRIES, INC. OR ARCHITECT APPROVED EQUAL. GLASS STANDARDS: 1. CLEAR FLOAT GLASS: TYPE I (TRANSPARENT GLASS, FLAT), > 1 (CLEAR) QUALITY G3 (GLAZING SELECT) 2. HEAT TREATED GLASS: a) MANUFACTURE HEAT TREATED GLASS BY HORIZONTAL (ROLLER HEARTH) PROCESS WITH ROLL WAVE DISTORTION PARALLEL WITH BOTTOM EDGE OF GLASS AS INSTALLED. b) WHERE INDICATED AND REQUIRED, PROVIDE FULLY TEMPERED UNITS. 3. INSULATING GLASS UNITS a) PROVIDE INSULATING UNITS COMPOSED AS FOLLOWS: 1) INSIDE PANE: 1/4" THICK CLEAR, TEMPERED OR FLOAT GLASS 2) SPACER: 1/2" AIR SPACE WITH ALUMINUM SPACER AND MANUFACTURER'S STANDARD DESSICANT. 3) OUTSIDE PANE: 1/4" THICK, CLEAR TEMPERED OR FLOAT, GLASS 4) SEALING SYSTEM: DUAL SEAL SILICONE 4. GLAZING GASKETS AND MATERIALS: a) PROVIDE GLAZING GASKETS AND MATERIALS AS RECOMMENDED BY ALUMINUM STOREFRONT SYSTEM MANUFACTURER. PORCELAIN TILE - 09310 A. ANSI STANDARD FOR PORCELAIN TILE: COMPLY WITH ANSI A137.1 "AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR PORCELAIN TILE" FOR TYPES COMPOSITIONS, AND GRADES OF TILE INDICATED. 1. FURNISH TILE COMPLYING WITH "STANDARD GRADE" REQUIREMENTS UNLESS INDICATED OTHERWISE. B. ANSI STANDARD FOR TILE INSTALLATION MATERIALS: COMPLY WITH ANSI STANDARD REFERENCED WITH PRODUCTS AND MATERIALS INDICATED FOR SETTING AND GROUTING. C. TCA GUIDELINES: PREPARE FLOOR SLAB AND INSTALL TILE AS SPECIFIED IN THE TILE COUNCIL OF AMERICA GUIDELINES. D. TRANSITION STRIP: PROVIDE SCHLUTER "REND-TK" ADJUSTABLE ANODIZED ALUMINUM TRANSITION STRIP AT ALL TRANSITIONS BETWEEN PORCELAINTILE AND CARPET. MODEL #AETK80B20 (FIELD VERIFY TILE THICKNESS). INSTALL TRANSITION STRIP ACCORDING TO MANUFACTURER RECOMMENDATIONS. LATH\AND PLASTER - 09200 A. GENER COMP Y WITH THE APPLICABLE CODE AND THE "PLASTER/METAL FRAMING SYSTEMS/LATH NUAL" PUBLISgED BY THE CALIFORNIA LATHING AND PLASTERING CONTRACTORS ASSOCIATION, I C. B. PRODUCTS 1. LATHING: a) 1%" x 17 GA GE GALVANIZED SELF -FURRING (SF) WOVEN WIRE, HEXAGON SHAP D, INSTALLED OVER ONE LAYER OF GR DE 'D' WATERPROOFED PAPER. 2. STEEL CHANNEL S\ a) ASTM A109 OR ASTM A303 3. METAL PLASTERING \ CCESSORIES: a) FABRICATE FROM 24 GAGE OR HEAVIER HOT -DIPPED GALVANIZED STE L BY FRY REGLET, MIL COR, SUPERIOR METAL PR DUCTS, OR EQUAL. 4. PLASTER: a) PORTLAND CEMENT SHALL BE ASTM C150, TYPE 1. STI EM T IS NOT PERMITTED. b) HYDRATED LIME SHALL BE STM C206, TYPE "S". c) SAND SHALL BE AS SPECIFIC, LLY RECOMMENDS B THIr LA ING AND PLASTERING SPECIFICATIONS" REFERRED TO PREVIOUSLY. d) GLASS FIBER e) WATER SHALL BE POTABLE. f) ACRYLIC COMPOUND g) COLORS: 1) WALLS - EXTERIOR CEMENT PLAS F NE PRAY FINISH, 'LA HABRA' STUCCO X-97 PACIFIC SAND (BASE 200) 2 CORNICES FRAME AROUND SI - EXT. CEME " T PLASTER,FINISH,' LA SMOOTH TROWEL FINISH, I _A HABRA' STUCCO X-50 CRYSTAL WHITE," A 0) C. EXECUTION - 1. LATHING: a) APPLY LATH ASSEMBLY WIT Fi EN ON T RIGHT ANGLES TO SUPPORTS, STAGGER VERTICAL JOINTS. b) INSTALL LATHING ACCESS IN ONE PIECE ST �K LENGTHS EXCEPT WHERE SHORTER LIE NGHTS ARE REQUIRED. \ c) INSTALL CONTROL JOINTS AT 10'-0" 0 C. MAXIMUM HOF. IZONTALLY AND VERTICALLY OR AS INDICATED IN THE DRAWINGS. FOR PLYWOOD BA KED SURFACES, INSTALL CONTROL JOINTS AT 15'-0" O.C. MAXIMUM HORIZONTALLY AND VERTICALLY. \ d) PROVIDE A WEEP SCREED AT THE FOUNDATION PLATE LINisr A MINIMUM OF 4 INCHES ABOVE GRADE. e) PROVIDE GRADE'B' PAPER7AA�YER �UND ALL OPENINGS IN WALLSS INCLUDING DOORS, WINDOWS, AND VENTS). f) PROVIDE ONE ADDITIONAL OF GRADED' ('B' - WHERE PE M�ITTED BY CODE) PAPER UNDER PRIMARY BUILDING PAPEWBACKED WIRE LATH WHERE PLYWOOD OCCURS. 2. PLASTER: a) CEMENT PLASTER SHALL BE THREE COAT PORTLAND CEMENT PLASTEf� CONSISTING OF SCRATCH, BROWN AND FINIS/Ibf I AYERS. \ b) CEMENT PLASTER OVER CONCRETE MASONRY SHALL BE TWO COAT (BRO N AND FINISH) PORTLAND CEMENT OVER LIQUID BONDING AGENT. 0) TEXTURE: SE PARAGRAPH B.4.g ABOVE d) APPLY PLASTER FINISH TO AN ENTIRE SURFACE IN ONE OPERATION; STOP PLA TER AT EDGES, CONTROL OINTS OR CORNERS ONLY. e) SCRATCF COAT SHALL BE MOIST CURED FOR MIN. 48 HRS. PRIOR TO APPLYING BLOWN COAT. BROWN S COAT ALL BE MOIST CURED FOR MIN. 48 FIRS AND ALLOWED TO DRY FOR SEVEN QAYS PRIOR TO FINISH/COATAPPLICATION, MOISTEN COATED SURFACES WITH WATER IN FINE FOG PRAY. PROTECT PLASTER FROM UNEVEN AND EXCESSIVE EVAPORATION. f) CUT OUT AND REPAIR ANY CRACKS, BLISTERS, PITS OR CHECKS ON CEMENT PLASTE � COMPLETELY REMOVE ANY SUCH PLASTER AND PATCH WITH PLASTER CONFORMING TO THIS SPECIFICATION. ALL REPAIRS AND PATCHING SHALL MATCH FINISH OF ADJOINING WORK. \ GYPSUM DRYWALL - 09250 A. PRODUCTS I. GYPSUM BOARD a) 5/8" THICK, TYPE W, WITH TAPERED EDGES. COMPLY WITH ASTM C 36. b) PROVIDE CORNER BEADS AND EDGE TRIM AS REQUIRED WHICH COMPLIES WITH ASTM C 1047. 2. STEEL FRAMING FOR WALLS AND PARTITIONS a) 3 5/8" 20 GA. MINIMUM COMPLYING WITH ASTM C 645 b) 6" 20 GA. MINIMUM COMPLYING WITH ASTM C 645 c) 1 1/2" FURRING CHANNELS d) 7/8" FURRING CHANNELS e) SIZE AND GAUGE OF STUDS AS REQUIRED FOR HEIGHT AND LOADING PER SPECIFIC CONDITIONS. VARIES, REFER TO DRAWINGS. 3. MISCELLANEOUS BLOCKING a) STUD GRADE WOOD BLOCKING AND FURRING WHERE REQUIRED. b) FIRE RETARDANT TREATED AS REQUIRED BY LOCAL BLDG. DEPT. REQUIREMENTS. 4. GYPSUM BOARD JOINT TREATMENT a) PROVIDE THE FOLLOWING MATERIALS COMPLYING WITH ASTM C 475, ASTM C 840 AND RECOMMENDATIONS OF BOTH GYPSUM BOARD AND JOINT -TREATMENT MATERIALS FOR THE APPLICATION INDICATED. b) JOINT TAPE: PAPER REINFORCING TAPE. c) DRYING -TYPE JOINT COMPOUND: READY -MIX FORMULATION: FACTORY - PREMIXED PRODUCT. 5. MISCELLANEOUS MATERIALS a) SPOT GROUT: ASTM C 475, SETTING TYPE JOINT COMPOUND OF TYPE RECOMMENDED FOR SPOT GROUTING HOLLOW METAL DOOR FRAMES. b) GYPSUM BOARD SCREWS: ASTM C 1002 B. EXECUTION 1. INSTALL METAL FRAMING AND FINISH GYPSUM BOARD. COMPLY WITH ASTM C 754 AND ASTM C 840. 2. BRACE STUDS WHICH DO NOT EXTEND TO STRUCTURE ABOVE WITH 3 5/8" METAL STUD BRACES ANGLED AT ±45°, FASTENED TO TOP OF STUD WALL AND TO ROOF STRUCTURE ABOVE. SPACE BRACES AT 48" O.C. MAXIMUM_ ACOUSTICAL_ PANEL CEILING - 09511 A. SURFACE BURNING CHARACTERISTICS: AS FOLLOWS, TESTED PER ASTM E 84 AND COMPLYING WITH ASTM E 1264 FOR CLASS A PRODUCTS. 1. FLAME SPREAD: 25 OR LESS. 2. SMOKE DEVELOPED: 50 OR LESS. B. EXTRA MATERIALS DELIVER EXTRA MATERIALS TO TENANT. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED, ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE, AND ARE IDENTIFIED WITH APPROPRIATE LABELS. 1. ACOUSTICAL CEILING UNITS: FURNISH QUANTITY OF FULL SIZE UNITS EQUAL TO 10.0 PERCENT OF AMOUNT INSTALLED FOR EACH UNIT TYPE. 2. EXPOSED SUSPENSION SYSTEM COMPONENTS: FURNISH QUANTITY OF EACH EXPOSED COMPONENT EQUAL TO 10.0 PERCENT OF AMOUNT INSTALLED. C. PRODUCTS 1. CEILING PANELS NO 1: ARMSTRONG WORLD INDUSTRIES, ING OR ARCHITECT APPROVED EQUAL. a) SIZE: 24" X 48". b) THICKNESS: 5/8". c) EDGE: ANGLED TEGULAR d) SERIES: FISSURED CORTEGA MINABOARD #703 e) COLOR: WHITE. f) SQUARE CUT D. SUSPENSION SYSTEMS NO 1: ARMSTRONG WORLD INDUSTRIES, INC. a) SIZE: 1 1/2" DEEP MAIN RUNNERS AND 1 1/8" CROSS TEES. b) WIDTH: 15/16" EXPOSED FACE. c) CONSTRUCTION: EXPOSED GRID FRAMING SHALL BE ELECTROGALVANIZED STEEL AND SHALL BE FINISHED ON EXPOSED SURFACES WITH LOW -SHEEN ENAMEL, COLOR TO MATCH ADJACENT CEILING PANELS. d) MATCHING WALL MOLDING SHALL BE DETACHABLE SUPPORT FRAMING. e) FRAMING SHALL COMPLY WITH ASTM C 635 "STANDARD SPECIFICATION FOR METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN CEILINGS." SUSPENSION SYSTEM SHALL BE CLASSIFIED: INTERMEDIATE DUTY. f) SUPPORT SUSPENSION SYSTEM BY 12 GAUGE HANGER WIRES. HANGER SHALL BE DIRECT HUNG FROM ROOF OR MEZZANINE FLOOR STRUCTURAL SUPPORT SYSTEM ABOVE. 9) SERIES: PRELUDE. h) COLOR: WHITE i) PROVIDE LOCK DOWN CLIPS RESILIENT FLOORING - 09650 A. VCT MEETING FEDERAL SPECIFICATION SS-T-312B (1) TYPE IV, COMPOSITION 1 B. TILE: AS MANUFACTURED BY ARMSTRONG 1. SIZE: 12"X12"X1/8" 2. TEXTURES/COLORS: #51908 "PEWTER" C. VINYL BASE WITH COVE AS MANUFACTURED BY "JOHNSONITE" 1. HEIGHT: 4" 2. THICKNESS: .080" 3. COLOR: BLACK D. ADHESIVE: PER MANUFACTURERS RECOMMENDATION E. INITIAL MAINTENANCE AFTER INSTALLATION: ARMSTRONG COMMERCIAL VINYL COMPOSITION TILES ARE COATED WITH FAST START FACTORY FINISH. IT DOES NOT REQUIRE REMOVAL AFTER INSTALLATION. IT IS COMPATIBLE WITH COMMERCIAL FLOOR POLISHES AND ELIMINATES THE NEED TO STRIP THE TILE. IMMEDIATELY AFTER VCT INSTALLATION, AND PRIOR TO STORE FIXTURE DELIVERY, G.C. SHALL SUBCONTRACT THE VCT STRIP AND SEAL VENDOR TO DO THE FOLLOWING: 1. SWEEP OR VACUUM THE FLOOR THOUROUGHLY. 2. DAMP -MOP THE FLOOR WITH A NEUTRAL DETERGENT SOLUTION SUCH AS ARMSTRONG 5-485 FLOOR CLEANER, WHILE CAREFULLY REMOVING BLACK MARKS AND EXCESSIVE SOIL. DO NOT MACHINE SCRUB THE FLOOR FOR AT LEAST FOUR TO FIVE DAYS AFTER INSTALLATION, TO PREVENT EXCESS MOISTURE FROM INTERFERING WITH THE ADHESIVE BOND. 3. APPLY SEVERAL COATS OF A HIGH -QUALITY COMMERCIAL FLOOR POLISH SUCH AS ARMSTRONG SA80 FLOOR POLISH OR A HIGH -QUALITY STAIN -RESISTANT SEALER SUCH AS ARMSTRONG SA95 FLOOR SEALER. ALLOW APPROPRIATE DRYING TIME BETWEEN APPLICATIONS. APPLY NUMBER OF COATS AS RECOMMENDED BY FLOOR POLISH MANUFACTURER. PAINT - 09900 PROVIDE THE FOLLOWING PAINT SYSTEMS AS SPECIFIED BY PRATT & LAMBERT OR ARCHITECT APPROVED EQUAL: 1. CONCRETE BLOCK a) SURFACE PREPARATION: S-W 5, 3, 4, OR 12 b) PRIMER: PREPRITE MASONRY PRIMER, 1 COAT, 3 MILS DFT. c) PAINT: PRO MAR 200 INTERIOR LATEX SEMI -GLOSS, 2 COATS, 1.3 MILS DFT. 2. EXTERIOR FERROUS METAL a) SURFACE PREPARATION: SSPC-SP2 OR SW-12 U) PRIMER: ALL FERROUS METAL ITEMS SHALL BE SHOP PRIMED. COORDINATE PRIMER WITH PAINT COATING SYSTEM. c) PAINT: A-100 EXTERIOR ACRYLIC LATEX GLOSS, 2 COATS, 1.3 MILS DFT. 3, EXTERIOR GALVANIZED METAL: a) SURFACE PREPARATION: S-W 10 OR 12 b PRIMER: DTM ACRYLIC i PRIMER/FINISH, ME /FINISH 1COAT 2.5 MILS DF T. c) PAINT: A-100 EXTERIOR ACRYLIC LATEX GLOSS, 2 COATS, 1.3 MILS DFT. 4. PIPE & TUBE RAILINGS a) PREPARATION FOR SHOP PRIMING: COMPLY WITH SSPC-SP 6 "COMMERCIAL BLAST CLEANING." b) SHOP PRIMER: AROMATIC URETHANE, ZINC -RICH, LEAD-FREE, TWO -COMPONENT RAPID CURING PRIMER COMPLYING WITH SSPC-PS 12.01. c) BOND COAT UNDER TWO -COMPONENT ACRYLIC POLYURETHANE COATING: TNEMEC SERIES 27 FC EPDXY d) INTERMEDIATE COAT: TNEMEC SERIES 73 ENDURA SHIELD, COLOR AS SPECIFIED IN PAINT SCHEDULE e) EXTERIOR FINISH -COAT: ALIPHATIC ACRYLIC URETHANE - TNEMEC SERIES 76 ENDURA CLEAR f) CLEAN AND PREPARE SURFACES TO BE COATED AND ACCORDING TO APPLY COATINGS THE MANUFACTURERS' RECOMMENDATIONS. g) AFTER COMPLETING WORK, REMOVE SPATTERED PAINT WITHOUT DAMAGING ADJACENT FINISHED SURFACES. TOILET PARTITIONS - 10160 A. PRODUCTS 'I. MANUFACTURER: AMPCO PRODUCTS OR ARCHITECT -APPROVED EQUAL. 2. SERIES: METAL TOILET PARTITIONS a) FLOOR MOUNTED AND OVERHEAD BRACED. b) PANEL AND DOOR CONSTRUCTION. 1) SIZE: 1"THICK X 72" HIGH X LENGTH AND CONFIGURATION INDICATED ON DRAWINGS. MOUNT BOTTOM AT 12" A.F.F. 2) 22 GAUGE DOORS. 3) 22 GAUGE PANELS. c) PILASTER CONSTRUCTION. 1) THICKNESS: 11/4". 2) 20 GAUGE STEEL SHEETS. 3) STAINLESS STEEL SHOE AT FLOOR d) URINAL SCREEN e) MISCELLANEOUS 1) HEAD RAIL -16 GAUGE ANTI -GRIP. 2) FLOOR ATTACHMENT AND LEVELING BOLT. B. FINISH: POWDER COATED BAKED ENAMEL 1. GALVANIZED BONDERIZED STEEL WITH MINIMUM ZINC COATING OF .00015" THICKNESS EACH SIDE. 2. TWO SEPARATE FINISH COATS OF HIGH SOLID THERMOSETTING, MELAMINE MODIFIED HIGH MOLECULAR WEIGHT POLYESTER ENAMEL, SPRAY APPLIED. 3. COLOR: DOVE GREY (FOR ALL NEW PARTITION INSTALLATION ONLY) COLOR: MATCH EXISTING (FOR REPLACING DAMAGED SECTIONS IN EXISTING TOILET PARTITIONS) 4. ALL RE -USED TOILET PARTITIONS SHALL BE FREE OF SCRATCHES, GRAFFITI, DENTS, AND HOLES. REPAINT ALL PARTITIONS TO MATCH EXISTING COLOR WITH SPRAY APPLIED PAINT FINISH. C. HARDWARE 1. PROVIDE ALL ATTACHMENTS NECESSARY TO SECURE TOILET PARTITION SYSTEM TO ADJACENT WALLS. 2. PROVIDE MANUFACTURER'S STANDARD HEAVY-DUTY 9304 STAINLESS STEEL HARDWARE WITH A #4 SATIN FINISH, INCLUDING LOCK/LArCH AND COAT HOOK. 3. PROVIDE HARDWARE PER ADA ACCESSIBILITY STANDARDS FOR ALL TOILET STALLS INDICATED TO RECEIVE GRAB BARS. LOADING DOCK EQUIPMENT - 11160 A. GENERAL 1. FURNISH AND INSTALL DOCK LEVELER(S), DOCK BUMPER(S) AND DOCK SEAL(S) AS INDICATED ON DRAWINGS. B. PRODUCTS 1. ADJUSTABLE DOCK LEVELERS a) MANUFACTURER: KELLEY CO. (1-262-532-6649), USA b) TYPE: KELLEY MECHANICAL EDGE OF DOCK LEVELER c) MODEL #EOD72-20 d) WITH INTEGRAL BUMPERS 3. DOCK SEALS a) MANUFACTURER: KELLEY CO. (1-262-532-6649), USA b) TYPE: FOAM DOCK SEAL WITH ADJUSTABLE HEAD PAD c) COLOR: BLACK C. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS REVISION # 27 SUMMARY RF RE K J I F 3 va C E F G1 R. " A ANCHOR CONSULTANT SEAL REVISIONS DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT This document is C) Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not bo reproduced without the prior written consent of Phillips Partnership. PC. TENANT 1501 W.P. BALL BOULEVARD PROJ ECT M THE A KEG LACE AT SEMINOLE TOWNE CENTER 0 �ANF9RD, FLORIDA CLIENT NOM AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWEL L , CA 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 SPECIFICATIONS SHEET NUMBER A A. ADDED SHEET NOTE: ALL PLUMBING, MECHANICAL, & ELECTRICAL ITEMS SHOWN FOR COORDINATION & PRICING ONLY - NOT INCLUDED IN SHELL PERMIT. SHELL PLAN KEYNOTES,- 1 . SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUM13ING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE - SEE PLUMBING DRAWINGS. 3• FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. NOT USED. 9. DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD, SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION OR 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 GRADEISIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 8'-0" LONG BY 5-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22- ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS & ROOF FRAMING PLANS. 23- STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE. HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK- PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A-7.2 30. ROOF LADDER- SEE DETAIL ON SHEETA-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. FL00""'R PLAN CODED NOTES O STEEL COLUMN WRAP. REFER TO DETAIL 6/CA-3 O2 MAT INLAY SUPPLIED BY DSW AND INSTALLED BY G.C. O12 x 12 PORCELAIN TILE FLOORING, SUPPLIED BY DSW AND INSTALLED BY G.G. O DOCK LIGHT, REFER TO ELECTRICAL DRAWINGS. O5 ROOF LADDER WITH ROOF HATCH ABOVE. REFER TO DETAIL 9/CA-12. O TRANSITION STRIP TSA. REFER TO FINISH SCHEDULE ON SHEET CA-B. O TRANSITION STRIP TS-2. REFER TO FINISH SCHEDULE ON SHEET CA-B. O8 DSW LOGO TILE. INSTALL 2'-0" FROM TOP EDGE OF TILE AND CENTER SIDE TO SIDE. OPURCHASE FROM VENDOR #3 - SUNBRELLA 8" STRIPED FABRIC AWNING OVER 1" GALVANIZED STEEL TUBING. REFER TO SECTION 1/CA-9. 10 SPRINKLER RISER 11 6" 0 CONCRETE FILLED PIPE BOLLARDS. SEE DETAIL 11/CA-12 12 TRENCH DRAIN. RE: SHEET CIP-1. 13 12" HIGH x 24" WIDE PROTECTIVE CONCRETE CURB 14 DOCK BUMPERS AND DOCK LEVELER, SEE SHEET CA-C FOR SPECIFICATIONS AND WALL SECTION 1/CA-10. PARTITION LEGEND TYPE u 5/8" GYPSUM BOARD EACH SIDE OF 20 GA. 6" ��. MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK, REFER TO 5/CA-3 (U.NA.) TYPE 7�r 618" GYPSUM BOARD EACH SIDE OF 3 5/8" 18 GA. MTL STUDS @ 16" O.C. TO 4'-0" AFF. TYPE 5/8" GYP. BD. EACH SIDE OF 20 GA. 3-5/8" MTL. STUDS @ 16" Q.C. TO 6" ABOVE CEILING. (U.N.O.) TYPE 7-1/4" TILT -UP CONC. WALL PANEL WITH 5/8" GYP. BD. ON INT. SIDE OVER 20 GA.1-112" MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ 1-112" RIGID INSUL. (R-6 MIN. TYPE [E 7-1/4" TILT -UP CONC. WALL PANEL W/ 5/8" GYP. BD. ON INT. SIDE OVER 20 GA. 1" Z-FURRING CHANNELS @ 24" O.C. TO UNDERSIDE OF ROOF DECK W/ 1" RIGID INSUL. (R-5 MIN.) TYPE ] 7-1/4" TILT -UP CONC. WALL PANEL W/ 5/8" GYP. BD. ON ONE SIDE OVER 20 GA. 6" METAL STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ BATT INSUL. (R-19) TYPE EGI 2 HR. RATED PARTITION (UL U411) 2 LAYERS 5/8" TYPE X DRYWALL ON BOTH SIDES OF 20 GA. 3-5/8" MTL. STUDS @ 16" O.C. TO HEIGHT OF 12'-0" AFF REVISION # 27 SUMMARY A. ADDED SHEET Architecture • Interior Design • Planning Phone 770.3941616 F- 770.3941314 aF LJJ I; J I R FO H R AANCHOR BC �OF CONSULTANT SEAL REVISIONS # DATE DESCRIPTION �z r 10/ 01 / 04 DSW SHELL & UPFIT This docurnent "ra 9 Phillips Partnership. PC and is considered on Instrument of Service and iti 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 1501 N.P. BALL BOULEVARD P ROJ E cT CLIENT Io OM AMERIC'AN PROPERTIES NORTH AMERICAN PROPERTIES - ATL ANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075� TEL (770) 645-6566 FAX (770) 043-9540 fit' PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/ 14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE FLOOR PLAN SHEET NUMBER 27 5 1 CEILING PLAN CA-2 SCALE: i/8"=1'-0" CEILING CODED NOTES O EXPOSED ROOF DECK, DUCTWORK, STRUCTURE, SPRINKLER LINES, ELEC. CONDUITS, ETC. PAINT IP-2, OO CEILING MOUNTED CABINET HEATER. REFER TO PAINTING CONTRACTOR TO RETURN AT JOB MECHANICAL DRAWINGS. O COMPLETION TO TOUCH-UP UNPAINTED SURFACES. GYPSUM BOARD CEILING AT 14'-0" AFF. PAINT IP-1. O STRIP LIGHTING MOUNTED IN STORE FIXTURE O ACT-1 CEILING AT 8'-0" AFF. PROVIDE LOCK -DOWN CLIPS. O PARTIAL HEIGHT DRYWALL /GLASS PARTITION, NO CEILING O GYPSUM BOARD SOFFIT AT T-6" AFF. PAINT IP-1. 10 2 HR. RATED GYP. BOARD CEILING AT 9'-0" AFF, 5 O ROOF HATCH ABOVE, REFER TO SHEET CA 5. PAINT IP-1. ALL WALL & CEILING PENETRATIONS TO BE SEALED AND FIRESTOPPED AS REQ'D TO ACHIEVE 6 O TRACK LIGHTING AT 13'-0" AFF. (FOUR 8'-0" STRIPS A 2-HOUR RATING. WITH 16 HEADS) 11 FABRIC AWNINGS, REFER TO SHEET CA-6. L I G H 1 FIXTURE LEGEND PURCHSE LIGHTING FROM VENDOR #4 REFERTO ELECTRICAL DRAWINGS FOR LIGHTING SPECS 8'-0" EXPOSED TWO (2) LAMP, 96" HIGH OUTPUT FLUORESCENT STRIP LIGHTS, CHAIN -MOUNT AT 14'-0" (CEILING MOUNT 9'-0" AFF IN ELECTRICAL RM) 0 LOW BAY METAL HALIDE PENDANT, MOUNT AT UNDERSIDE OF STRUCTURE AT 16'-0" AFF. QUARTZ RESTRIKE 24" x 48" RECESSED FLUORESCENT FIXTURE, MOUNTED IN CEILING GRID (REFER TO PLAN) �_o EXTERIOR LUMINAIRE, MOUNT BOTTOM OF DOWNLIGHT WALL SCONCE 10'-0" AFF ABOVE WINDOWS_ p RECESSED DOWNLIGHT (IN VESTIBULE) l �I 1 u HVAC SUPPLY AND RETURN DIFFUSERS, REFER TO MECHANICAL DRAWINGS. T-0" T-8 STRIP FIXTURE, MOUNTED TO BACK SIDE OF STORE FIXTURE VALANCE TRACK LIGHTING WALL -PACK - MOUNTED a0 15'-0" A.F.F. 9 REVISION # 27 SUMMARY A. ADDED SHEET RF RE K J I � UAI G HA F CONSULTANT I SEAT_ REVISIONS # DATE 0 10/ 01 / 04 ULZAJItiW I IUIN % DSW SHELL & UPFIT This document is ® Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. this document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER : SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPEUIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 20D, SUITE 150 ROSWELL, GA 30075 r' TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER ISSUE DATE 0208616 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE CEILING PLAN SHEET NUMBER ter:, _ue ::9 § 11- 1 /4" �5/8" GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF ROOF DECK, PAINT IP-1. 6" STEEL TUBE COLUMN 2-1/2" 20 GA. METAL STUDS 1 "X 1" BLACK CORNER GUARDS TO 48" AFF. (TYP) BOSTON TRIM FROM BOSTON RETAIL (ELAINE TUCCELLI 800-225-1633) OR EQUAL. A WRAP AT INTERIOR COLUMN CA 3 SCALE: 1-112"A'-V DSW TO PROVIDE AND INSTALL 18" H X 48"VV GLASS PANELS SEALED IN LAMINATED WOOD (GROOVED SYSTEM) 5/8" GYPSUM BOARD EACH SIDE 3-518" METAL STUDS AT 16" o.c. 3" DIA. STL . PIPE SET INTO 12" DIA. SLEEVE IN CONCRETE FLOOR FASTEN TO STUDS. (TYP) NOTE: PROVIDE TEMPERED GLAZING WITHIN 24" OF DOOR OPENING. VINYL BASE (TYPICAL) 0 I I I I I I I I o I I I I L J I I I L _ — _ _ J CORNER SUPPORTS AT OFFICE WALLS SCALE: 314=V-0" KELLY TAPERED DOCK SEALS BELOW DOCK BL a PLAN DETAIL @ LOADING DOCK CA 3 SCALE: 3/4=1'4' A EFS HAND WI INSUL. AND FORMLINER BELOW - SEE ELEVS. TILT -UP CONC. WALL -SEE PLANS & ELEVS. ANCHOR TRACK, BRACKET -TO CONC. BENT PLATE 7 4/4" x 4" x%' x V-0" VV/ %' x 2" STRAP ANCHOR AT 2'-0" U.C. PAINT TO MATCH P-2. OVERHEAD COILING INSULATED METAL DOOR. PAINT COLOR EQ. TO P-2. CONTROL JOINT - SEE SHEET A-7.1 FOR DETAILS (COORD. W/STRUC. & ELEVS) 600 ) TILT -UP CONC. WALL PANEL W/ 5/8" GYP. BD. ON INT. SIDE OVER 20 INSET THIN BRICK AS SHOWN - GA. 1" Z-FURRING CHANNELS @ 24" 71 /4" COORD. W/ELEVATIONS O.C. TO UNDERSIDE OF ROOF DECK - W/ V RIGID INSUL. (R-5 MIN.) 5/8" GYP. BD. ON INT. SIDE OVER 20 GA. 1-112" MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ 1-1/2" RIGID INSUL. (R-6 MIN.) 9 PLAN DETAIL @ CORNER CA 3 SCALE; 314=1'-0" BASE 3'-6" V-0 6" 3'-0" GRAB BAR HOLD HOLD ARAB B" Aft - PAINT IP-1 / 10 5 s 9 _i!� 11 4 O 2'-6" 3 REST ROOM ELEVATIONS CA-3 SCALE: 1/4"=V-0" DSW TO PROVIDE AND INSTALL 18" H X 48"W GLASS PANELS SEALED IN LAMINATED WOOD (GROOVED SYSTEM) 18 GAUGE STEEL CHANNEL, BENT FOR TIGHT FIT TO LOOSE SET STEEL STUDS 3 5/8" OR 6" 20 GAUGE TOP PLATE 5/8" GYPSUM BOARD (DO NOT SCREW TO TOP STEEL CHANNEL) 6" 4'-0" 4 ENLARGED OFFICE PLAN CA 3 SCALE: 1/4"=T-0" 5 TOP PLATE DETAIL CA 3 SCALE: 3"=f-o" UNDERSIDE OF STRUCTURE GYPSUM BOARD SCREWS SHALL NOT INTERFERE WITH ROOF AT FULL DEFLECTION 3 5/8" OR 6" 20 GAUGE STEEL STUDS AT 16" O.G. G.C. TO PROVIDE 1 1/2" HORIZONTAL CHANNEL AT MIDSPAN, CONTINUOUS THROUGH STUD WEB HOLES, ENTIRE LENGTH OF PARTITION. ANCHOR CHANNEL TO STUDS AT 16"o.c. O MIRROR BY'BOBRICK', #B-165-1830, 1/4" POLISHED PLATE GLASS, 11 WALL -HUNG LAVATORY - RIM HEIGHT TO BE 2'-10" AFF, EXPOSED MOUNT AT TA" AFF TO BOTTOM. PIPING UNDER LAVATORY TO BE INSULATED WITH 'TRUBRO' #102-c 0 HAND DRYER BY BOBRICK 1#13-7017, COLOR 900 PLATINUM. "SNAP -ON" LAVATORY WASTE PIPE INSULATION. MOUNT CONTROLS AT 42" AFF. 12 BASE AND WALL CABINETS SUPPLIED AND INSTALLED BY DSW. A TOILET PAPER DISPENSER BY'BOBRICK, #B-2888, MOUNT AT T-7" AFF 13 LOCKERS SUPPLIED AND INSTALLED BY DSW. TO CENTERLINE, AND 2-6 FROM REAR WALL. 0 SOAP DISPENSER BY'BOBRICK', #B-211, MOUNT AT TA" AFF (2 EACH). 14 REFRIGERATOR SUPPLIED AND INSTALLED BY DSW. 0 1 1/2" DIA. GRAB BAR BY'BOBRICK', MOUNT AT T-0" AFF, (1) 3'-0" LONG 16 JANITOR'S SINK WITH WHITE FRP PANELS TO 48" AFF AT THREE SIDES, BAR AT BACK WALL (13490-36) - HOLD 6" FROM CORNER, (1) 3'-6" REFER TO PLUMBING DRAWINGS. LONG BAR AT SIDE WALL (B490-42) - HOLD 12" FROM CORNER. HOLD 1 1/2" OFF WALL. GRAB BARS SHALL WITHSTAND 250# POINT LOAD. 16 BARRIER -FREE BI-LEVEL ELECTRIC WATER COOLER. �6 TOILET PARTITIONS TO BY MILLS CO. DOORS AND PARTITIONS TO 17 TABLE SUPPLIED AND INSTALLED BY DSW. BE 1 INSUL. (22 GA.) BONDERDIZED GALVANIZED STEEL. PILASTERS TO BE 1-1/4" (20 GA.) BONDERDiZED GALVANISED STEEL. 18 EMPLOYEE TIMECLOCK SUPPLIED AND INSTALLED BY DSW. COLOR: DOVE GRAY 19 SAFE SUPPLIED AND INSTALLED BY DSW. 07 FEMININE NAPKIN DISPOSAL BY BOBRICK #B-270 CONTURA. MOUNT AT V-7" AFF. (20 �. CABINETRY SUPPLIED AND INSTALLED BY DSW. 0 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS. 21 VERTICAL SUPPORTS FROM FLOOR SLAB TO 48" AFF. REFER 0 WATER CLOSET - SEAT HEIGHT TO BE V-4" AFF. (U.O.N.) TO DETAIL 7/CA-3. (TYP. OF 2) WALL -HUNG URINAL TO HAVE ELONGATED RIM AT A MAXIMUM HEIGHT 22 PROVIDE 2X FRT BLOCKING AT TOP OF TRACK OF ALL PARTITION 10 OF 1'-5" AFF, MAXIMUM HEIGHT OF FLUSH HANDLE TO BEAT 3'-8" AFF. WALLS AT OFFICE. 23 FLUSH MARBLE THRESHOLD, "WHITE CARRARA". STAINLESS STEEL SINK WITH GARBAGE DISPOSAL BY G.C. REFER 24 TO PLUMBING DRAWINGS. 11 YY 7" ENLARGFDD REST ROOM/ LOUNGE PLAN SCALE: 114"=:V_0" VESTIBULE STOREFRONT SECTION SCALE: 314=1'-0" REVISION # 27 SUMMARY A. ADDED SHEET H im L L ►, P A R T N F R S H I P Architecture , Interior Design s Planning 14'°rre 770.394.1616 Fax 770.3941314 RF RE K J I f E F G H R A �1NCHcJFt g C U CONSULTANT , SEAL REVISIONS # DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT This document is Q Phillips Partnership. PC and ie considered an Instrument of Service and its solely for use with respect to the project as indicated below. All rights reserved. This docurrwnt may not be reproduced without the prior written convent of Phlllipz Partnership, K. TENANT— 1501 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNIE CENTER 0 SANFORD, FLORIDA CLIENT NOUN AMEPJCAV PROPERnEES 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 JLSlDEB DRAWING TITLE PARTIAL PLANS AND DETAILS : SHEET NUMBERCAMJ _ grks '"i,. 27 CONT. SEAT 3/4" FIRE RE PLYWOOD WALL TYPE D 5/8" GYP. BD. STUDS@16"O 3/4" FIRE RETA PLYWOOD NAIL CONT. SEALANT [Ii\ll"I I Ltd b" I LIF COLUMN. REFEF STRUCTURAL DI CONT. SEALANT 3/4" FIRE RETARDANT PLYWOOD NAILER WALL TYPE D: 5/8" GYP. BD. OVER 1 1/_ STUDS916"O.C. 3/4" FIRE RETARDAI PLYWOOD NAILER 14" WINDOW GLAZING �,'HAMPAGNE" ALUMINUM RAMING EQ. TO SF-1 TILT -UP CONC. WALL PANEL WITHIN BRICK VENEER AS SHOWN - COORD. k1\J/EL EVATIONS MASONRY VENEER WITH SIMULATED STONE PATTERN BELOW SEE ELEVS. SECURE ALUM STOREFRONT COLUMN WITF FASTENERS T TK. FIRE RETP CONTINUOUS BLOCKING. 6"X6" STEEL C REFER TO STF DRAWINGS. "CHAMPAGNE' ALUMINUM BR METAL 4" WOOD BL01 CONT. SEALAN "CHAMPAGNE" ALUMINUM EN_ DOORS. Y X W SECURE ALUMINUM STOREFRONT TO STRUCTURAL STEEL WITH CONCEALED FASTENERS THRU S0LIDY4" TK. F1RE RETARDANT 4Y2" CONTINUOUS WOOD BLOCKING. 3/2„ 12"x6" STEEL COLUMN. "CHAMPAGNE" REFER TO STRUCTURAL ALUMINUM FRAMING; EQ DRAWINGS. TO SF-1 1" INSULATED WINDOW "CHAMPAGNE" \ ALUMINUM FRAMING GLAZING EQ. TO SF-1 FURRING DETAIL AT WINDOW WALL CA-4 SCALE: 11/2"4-0" VESTIBULE GLASS AND B FRAMING TO FLOOR REFER TO SECTION 1/CA-3. KYNAR FINISH: PPG DURANAR COATING, UC43350 "CHAMPAGNE" 670 - 4Y2V" BRAKE METAL ON Y2" FIRE RETARDANT PLYWOOD WRAPPED AROUND 3y2" STEEL TUBE COLUMN FROM FINISH FLOOR TO 14'-0" AFF. VESTIBULE CORNER ABOVE DOOR SCALE: 1-1/2"=1'-0" I C6 ENDWALLo DETAIL 1/4" WINDOW GLAZING /I "CHAMPAGNE" ALUMINUM BRAKE METAL EQ.TO SF -'I 1/4" WOOD BLOCKING SEALANT (TYP) 6„ � 4 /8 5/8" GYP.BD. ON E STUDS@ 12"O.C. 1 W/R-1 J BATT INSI CONT. SEALANT —"—.BD. ON 6" MTL. >, 12"O.C. MAX PAINTED 6" STEEL — IATT INSUL. COLUMN. REFER TO STRUCTURAL DRAWI �N EALANT 1/4" WINDOW GLAZII "CHAMPAGNE" — — ALUMINUM FRAMING EQ. TO SF-1 CONT. SEALANT )W GLAZING NE" FRAMING LANT :L \TIONS FACE OF INTERIOR WALL _ BEYOND PAINTED GYP. BD. WINDOW JAMB 4SULATED WINDOW ZING 3TOM 6" DIAM. F-ROUND ALUM. TED COLUMN w/ AMPAGNE" FINISH - 660 \MPAGNE" ALUMINUM MING. ALIGN WITH FACE OF EL COLUMN SULATED WINDOW KING STOREFRONT VESTIBULE- COLUMN DETAIL SCALE: 1-1/2"=T-0" 1" INSULATED WINDOW GLAZING CUSTOM 6" DIAM. HALF -POUND ALUM, FLUTED COLUMN w/ "CHAMPAGNE" FINISH —"CHAMPAGNE" ALUMINUM BRAKE METAL —"CHAMPAGNE" ALUMINUM FRAMING. ALIGN WITH FACE OF STEEL COLUMN STOREFRONT VESTIBULE- COLUMN DETAIL SCALE: 1-1/2"=1'-T 4" MTL. STUDS W/ 518" SHEATHING & 3/8" DIRECT APPLIED E.F.S. MASONRY VENEER WITH SIMULATED STONE PATTERN BELOW- SEE ELEVS, 675 STOREFRONT FRONT VESTIBULE- CORNER DETAIL SCALE: 1-1/2"=1'-0" CONC. BASE - SEE 1/4" WINDOW GLAZING STRUCTURAL ALUM. STOREFRONT, CONC. FOOTING -SEE EQ. TO SF-1 STRUCTURAL SEALANT (TYP) REINF. CONC. SLAB - SEE I HIGHT TRAFFIC STRUCTURAL SEALANT, COLOR TO MATCH MV-1 ZY4„ 1/2" CONT. EXP. JNT., ENGINEERED SUBGRADE BY TYP. SITE CONTRACTOR `o q CONC. SIDEWALK SEE SLOPE DOWN—HARDSCAPE DWGS. (1/4" PER V-0" MIN r OUTLINE OF CONC. FOOTING BEYOND - I SEE STRUCTURAL DWGS. I I ---------- -- -J STOREFRONT WINDOW SILL DETAIL SCALE: 1-1/2"=1'-0" PROVIDE GLAZING FLOOR L FP,AMINC SHEETS r- - --------- --- - - -- - ------- ------------- - - ------------- - - - 7:0) 675 - - --------- -------------- - ----- - ----- - --- - - ------- ----- - ----- - - 6080 RGED VESTIBULE PLAN REVISION # 27 SUMMARY A. ADDED SHEET H I L L I P A R T N E R S H I P Architecture - Interior Design ,Planning Pl° 770.394.1616 770.3941314 RF RE K J I G H R P A ANCHOR g C D E F CONSULTANT I SEAL REVISIONS # DATE DESCRIPTION Q 10/ 01 / 04 OSW SHELL & UPFIT : This document is 'dl Phillips Partnership, PC and is considered an Instrument of Scrvice and is solely for use with respect to the project as indicated below. All rights reserved. Thia document may not be reproduced without the prior written consent of Phlllips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD + PROJECT THE MARKETPLACE AT SEMINOLE TONNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSVVELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER J 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY ; JLS/DEED DRAWING TITLE VESTIBULE FLAN AND STOREFRONT DETAILS SHEET NUMBER LIM a , TMx.,,9,"rs� z,.,m„a�xa,.::+" IRE PLAN NOTES 1. PROVIDE PIPE FLASHINGS, AND CONDUIT FLASHINGS AS REQUIRED. REFER TO SHEET CA-12 FOR TYPICAL DETAILS. 2. PROVIDE STRUCTURAL FRAMING AT ALL ROOF OPENINGS. REFER TO STRUCTURAL DRAWINGS. 3. PAINT LADDER EXTENSION, IP-3 "VIBRANT YELLOW', AT WALKWAY PAD CROSSINGS ONLY. 4. CONTRACTOR SHALL KEEP ROOF CLEAN OF ALL DEBRIS DURING ALL CONSTRUCTION WORK. 5. REFER TO PLUMBING DRAWINGS, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ROOF PENETRATIONS REQUIRING ROOF FLASHING WORK. ALL ROOF PENETRATIONS FOR MINOR ROOF VENTS AND SIMILAR ITEMS MAY NOT BE INDICATED ON THIS ROOF PLAN: HOWEVER, ALL ROOF FLASHING WORK SHALL BE PROVIDED BY THE ROOFING SUBCONTRACTOR SO AS TO OBTAIN OR MAINTAIN NEW ROOFING WARRANTIES. 'l OOF PLAN CA-5 SCALE: 11W=VV R VCINCKHL. MUU1- IVL_.) I L 1. SEE MECHANICAL/PLUMBING FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS (SUPPLIED THROUGN ' TRANE' - NO SUBSTITUTIONS). 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECHANICAL AND PLUMBING DRAWINGS. 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM A.C. INTAKE. VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. 6. MECHANICAL SUB -CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE-FRABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB -CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND/OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/4" PER FOOT FALL tAIHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOT FALL AT THE VALLEY. 9. LOCATIONS OF ROOF ACCESSORIES AND MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS AND SPECIFIC FIELD CONDITIONS. 10. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR SUCH ITEMS. 11. COORDINATE EXACT LOCATION OF ROOF HATCH WITH INTERIOR UPFIT DOCUMENTS & TENANT PROVIDED FIXTURE PLAN 12. ALL ROOF TERMINATIONS AND FLASHING ARE TO CONFORM WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEE TYPICAL ROOF DETAILS, SHEETA-7.2 13. ALL ROOF MOUNTED BLOCKING FOR CONDENSATE OR GAS PIPING TO BE PLACED ON AN ADDITIONAL LAYER OF 60 MIL. MEMBRANE ROOFING OR RUBBER MAT. 14. ALL DOWNSPOUTS AT SCUPPERS TO BE 8"x8" U.N.O.. ALL DOWNPOUTS AT GUTTERS TO BE 10"x8" PREFINISHED ALUMINUM., U.N.U.. DS GUTTER AND DOWNSPOUT, SEE NOTE 14. -�� AND DETAILS. COPING DBE X'-A" -CP DECK BEARING ABOVE FINISH FLOOR PROVIDE FOR COORDINATION ONLY SEE STRUCTURAL DRAWINGS T.O.W TOP OF WALL rc NEW ROOF TOP UNIT '— INDICATES DIRECTION OF DOWNWARD SLOPE ROOF TOP WALK PAD -,'TO 3 REVISION # 27 SUMMARY A. ADDED SHEET RF 1RE K J I q °EG HREl g C O E P CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 2 10/ 01I 04 DSW SHELL & UPFIT This document is Q Phillips Portnership, PC and is considered on Instrument of Servke and is role) (or use with respect to the project as indicated below. All rights reserved_ Thia docurent may not bo raproduced without tho prior written con,vnt of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE TPL AT SEMINOL E T'OWNE CENTER SANEORD, FLORIDA CLIENT NORii-I A.MERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOL COMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 ' PHILLIPS JOB NUMBER 0?08616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DE:B DRAWING TITLE ROOF PLAN SHEET NUMBER EXHAUST FAN EF 20'-2 1/4" A-F.F. D-B.E. 1 FRONT ELEVATION CA-6 SCALE: 118"=1'-0" 600 620 625 630 640 650 660 670 675 610 700 F_ CA 6 SCALE: 118"=l'-0" nn Y 4A B Y Y%, s 3" 35'-0" A.F.F. =�� T.Q. PARAPET ST-3 M C-1 4, 31'-0" A.F.F_ T.O. PARAPET ST-1 98'-0" A.F.F. r T.Q. PARAPET WS-2 �\ 24'-3" A.F.F. D.B.E. @ CANOPY �\ 24'-1 3/4" A.F.F. #� D.B.E. @ WALL ST-2 ST-3 MC-1 ST-3 --- r { { If 9'-4" A.F.F. r { 1 ADJACENT TENANT B.O. AWNING f A-3 T 1 SF-1 r I L4 } f l ST-1 r T-j �= r 0'-0" FIN.FLR. - ST-3 MV-1 ST-3 MV-2 4 SIDE ELEVATION CA 6 SCALE. 118"=V.W PC-2 E MC-1 35-0" A.F.F. T.O. PARAPET 31'-0" A.F.F. T.O- PARAPET 28'-0" A. F. F. jl� T.O. PARAPET "I' 24'-3" A.F.F. \ D.B.E. @ CANOPY \� 24'-1 3/4" A.F.F. r� D.B.E. @i WALL 9'-4" A.F.F. B.O. AWNING 0'-0" FIN.FLR. 19' 9" A.F.F. , D.B.E. )'-0" FIN.FLR. ,y. FINISH SCHEDUL A-1 EXTERIOR ALUMINUM AWNING - FINISH COLOR ` EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING - STANDARD OLD NAVY SILVER FINISH A-3 EXTERIOR CANVAS AWNING - BLACK / WHITE k CT-1 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - #145 - "INTENSE CARMINE" " CT-2 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - -"BLACK k DOWNSPOUT - PREFINISHED ALUM. DS-1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP-1 LOGO PLAQUE -PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP-2 NOT USED MC-1 METAL COPING - COLOR EQ. TO DRYVIT 310 " - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY'READY METAL' STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 NOT USED k MV-1 MASONRY VENEER - SIMULATED STONE PATTERN k EQ. TO CORAL STONE OR SIM. FORM LINER MV-2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - k "DESERT IRONSPOT" PC-1 PAINTED CONCRETE PANEL - FINISH COLOR k EQ. TO DRYVIT 389- "SOUTHERN TAN" PC-2 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" k PC-3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 -"CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P-3 - "CHINA WHITE" " SF-1 STOREFRONT - KAWNEER 451 ANODIZED ALLUMINUM - "CHAMPAGNE" k SF-2 STOREFRONT - KAWNEER 1600 ANODIZED ALUMINUM - "CLEAR" " ST-1 EFS - COLOR EQ. TO DRYVIT 389 - "SOUTHERN TAN" NO INSUL. ST-2 EFS - COLOR EQ. TO DRYVIT 108 - "MANOR WHITE" NO INSUL. ST-3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" NO INSUL. WS 1 21" EXTERIOR WALL SCONCE BY WINONALIGHT[ NG- 3706-WL-21 STRATA -CENTER LIGHT ON BRICK PIER k WS-2 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING- 3706--WL-33 STRATA k 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 FORAESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUF. 0 TEMPERED GLASS O LAMINATED GLASS NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACEN f TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE. QB �A Z Y X IN ADD TO TILT -UP CONC. -SEE STRUCT. DETAILS _ -- - `� 2T-11/2"A.F.F. - T.O. CONC. WALL H 'C-2 I P-2 1 rii DOCKWELLBEYOND f�I T KELLY DOCK BUMPERS REFER TO SECTION 1/CA-11 & SPECS A. ADDED SHEET 35'-0" A.F.F. , D-3 T.O. PARAPET 31'-O" A. F. F. , ST-1 T.O. PARAPET 28'-0" A.F.F. T.O. PARAPET _ 24'-3" A.F.F. D.B.E. G CANOP`( 24'-1 3/4" A.F.F. ST-3 D. B. E. WALL �J 9'-4" A.F.F. ST-1 B.O. AWNING S 1> FST-3 0'-0" FIN.FLR. 24'-0" A.F.F., T.O. PARAPET 20'-2 1/4" A.F.F. D.B.E. 19'-9" A.F.F. 0_ D.B.E. REVISION # 27 SUMMARY RF >� I< I J I R G H RC A ANCHOR g C D E F CONSULTANT I SEAL REVISIONS : # DATE DESCRIPTION Q 10/ 01 / 04 DSW SHELL & UPFIT This document is k) 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 nithout the prior written consent of Phillips Partnership. PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT i NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HUL COMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL , GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 02Q8616 ' ISSUE_ DATE-- — 05/ 14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE_ EXTERIOR ELEVATIONS SHEET NUMBER a r, i 4 �75 I I 35'-0" A.F.F. T.O.P. IN FOREGROUND I I 1 12 A-7.3 +��.®.�.®�.�.� 31 '-0" A.F.F. SIM. T.O.PARAPET I 4" 1 4"< 4" o" 28'-0" A.F.F. T.O.P. BEYOND - _ I T� I 7 A-7.2 24 -3 SIM. A.F.F. *� D.B.E IN FOREGROUND -I - 24'-1 1/2" A.F.F. I , 1_I D.B.E_ @ WALL BEYOND 1 - I 1/2" EXP. JT.-COORD. W/ ELEVS. I STEEL BEAM AND JOIST, REFER TO — 20' 0" A.F.F. \STRUCTURAL DRAWINGS. T.O.STOREFRONT I 6"X6" STEEL COL. BEYOND -REFER TO STRUCTURAL DRAWINGS DIRECT APPLIED EFS 6"X6" STEEL COL. IN FOREGROUND OVER 5/8" DENSGLASS -REFER TO STRUCTURAL DRAWINGS GOLD SHEATHING ON 4"' MTL STUDS @ 16" O.C. MAX W/ BATT INSUL. (R-19) 3/4" FIRE RETARDANT PLYWOOD SHEATHING OVER 6" METAL. JOISTS AT 16" O.C. - CROSS BRACING, REFER TO _ - I STRUCTURAL DRAWINGS. o � 5/8" GYPSUM BOARD PAINT IP- OVER 6" 18 GAUGE METAL sTuL S. - PROVIDE SANDABLE J-MOLD AT GYPSUM BOARD EDGE. TUBE STEEL, REFER TO STRUC URAL— 5/8" GYPSUM BOARD CEILING 0 ER- 6" METAL J OI STS AT 16" O. C. 9'-4" A.F.F. B.O.AWNING BEYOND Lu t-- _ z I � - c z KAWNEER TRIFAB II T 451 FRAMING (V INSULATING GLASS), EQ. TO -1 - I 1/2" PREMOLDED EXPANSION JOINT w/ SEALANT CONC. SIDEWALK -SEE HARDSCAPE DRAWINGS 0'-0" FIN. FLR. -_ �6 660 650 I I I I 7'-11" 4'.0" I I I I I I I I I I I I I I I I I I _� - 60 MIL MECH ATTACHED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS @ 16"O.C. I I I RIGID INSULATION ONLY (MIN. R- 20) THIS LOCATION I I I 45 MIL MECH. ATTACHED T.P.O ROOFING MEMBRANE OVER RIGID INSULATION ( MIN. R-20) I I I I I OPEN TO SALES AREA I I -j�I"I 1; I I OPE TO VESTIBULE AREA I I I 1 \ \ �'T \ / / \\ I / / I El L _J L I \ I - Li \— \ I ri r VAPOR BARRIER 2 CANOPY SECTION CA-8 SCALE 1/2"AA" \ I �— COMPACTED BASE REFER TO STRUCTURAL. CONCRETE FOOTING BEYOND, REFER TO STRUCTURAL ' 0"ARFAF T.AE- - - - T=1N J u w w C9 w w 31'-0" A.F.F. T.O.P.BEYOND +-=�N 7/8" VENTED ALUM. DRIP SCREED- FRY REGLET DS-875-V-875 28'-0" A.F.F. T.O.P. BEYOND - - - - DIRECT APPLIED EFS ON 5/8" EXTERIOR FIBERGLASS REINFORCED GYPSUM BOARD SIN 0 i_ 24'-3" A.F.F. SIGN PROVIDED AND INSTALLED BY OTHERS. TUBE STEEL LINTEL, REFER TO STRUCTURAL DRAWINGS. "CHAMPAGNE" STOREFRONT SYSTEM. °p TRIFAB II T 451 FRAMING WITH 1" 20'-0" A.F.F. INSULATING GLASS - EQ. TO SF-1 — T.O. STOREFRONT SIDE VESTIBULE WINDOW BEYOND _ 4" MTL. STUDS Cu) 16" W/ 5/8" DENSGLASS GOLD & DIRECT APPLIED EFS, EQ. TO ST-3 C'V ADJUST GLASS SPACING BEHIND AWNING ONLY TO ALLOW FOR TUBE STEEL SUPPORT. SUNBREL L A FABRIC AWNING: 8" ALTERNATING STRIPES OF SUNBRELLA FIRESIST 48608 BLACK AND 48604 NATURAL OVER 1" SQUARE GALVANIZED STEEL TUBING WITH ALL WELDS PRIMED AND PAINTED WITH 9'-4" A.F.F. ZINC -BASED PAINT, PURCHASE FROM B.O.AWNING VENDOR-#3A OR--3B-: - - - — - (AWNING CONNECTIONS BYAWNING MFR - SUBMIT SIGNED & SEALED DRAWINGS BY A REG. FL. ENG. W/ SHOP DRAWINGS) NOTE: ALL AWNINGS & CONNECTIONS SHALL COMPLY W/ 110 MPH WIND SPEED REQUIREMENTS KAWNEER 190 SWING DOOR AND KAWNEER TRIFAB II T 451 FRAMING (1" INSULATING GLASS), EQ. TO SF-1 CUSTOM 6" DIA. DECORATIVE METAL COLUMN COVER WITH BASE BEYOND, COLOR EQ TO SF-1. PURCHASE FROM VENDOR #11 1/2" PREMOLDED EXPANSION JOINT w/ SEALANT 0'-0" FIN- FLR. CONC. SIDEWALK -SEE HARDSCAPE DRAWINGS T 8'-3" TO END ?F PARAPET RETURN I I I `I I I I I � 60 MIL MECH ATTACHED MEMBRANE ON 3/4" F.R.T PLYWOOD OVER 6" MTL. STUDS @ 16"O.C. 45 MIL MECH. ATTACHED T.P.O ROOFING MEMBRANE OVER RIGID INSULATION ( MIN. R-20) SLOPE DOWN (1/4" PER 1'-0" MIN) , ICI I , .- . 7.1. 7- I 11��;I- STEEL BEAM AND JOIST, REFER TO STRUCTURAL DRAWINGS. 5/8" GYP. BD. ON 6" METAL STUDS @ 16" O.C. WITH BATT INSULATION (R-19) TUBE STEEL LINTEL, REFER. TO STRUCTURAL DRAWINGS. 3/4" FIRE RETARDANT PLYWOOD SHEATHING OVER 6" METAL. JOISTS AT 16" O.C. CROSS BRACING, REFER TO STRUCTURAL DRAWINGS. — 0/8" GYPSUM BOARD PAINT IP-1 OVER 6" 18 GAUGE METAL STUDS. I I I I PROVIDE SANDABLE J-MOLD AT I I GYPSUM BOARD EDGE. 1 I I I TUBE STEEL, REFER TO STRUCTURAL 5/8 GYPSUM BOARD CEILING OVER "T" INDICATES FEMPERED ] I 6" METAL JOISTS AT 16" O.C. GLAZING WITH N 24" OF I I DOOR OPENING. KYNAR FINISH: PPG DURANAR COATING, I UC43350 "CHAMPAGNE" KAWNEER TRIFAB II 450 FRAMING 1 1 I I STOREFRONT SYSTEM (1/4" 1 I I GLAZING) I III1 II I I I w I I 1 1 EUM IT I \ I I KAWNEER 190 SWING DOOR \j I (1/4" GLAZING) I I I I \ I z T (Dc� I a o I _ I <a - - —I 7- I I / I� I SLOPE / I I REINFORCED CONCRETE FLOOR, MIN. 1/4"/FT. -- /--- I I REFER TO STRUCTURAL DRAWINGS 1HI J L I T ..— — — — — — — — - — — '— -- — v ,.1 y.m. ..y-�77 r _ I � tad i 1 M $7 I� I I I I VAPOR BARRIER ®� 2 — ` I COMPACTED CA-3 BASE REFER TO 1 CANOPY SECTION \\\ STRUCTURAL. CA-8 SCALE: 1l2"4-0" CONCRETE FOOTING BEYOND, REFER TO STRUCTURAL REVISION # 27 SUMMARY A. ADDED SHEET RF RE K J I GHR ANCHOR T C p E F uA F : CONSULTANT SEAT_ REVISIONS # DATE 0 10/ 01 / 04 DESCRIPTION DSW SHELL & UPAT fhrs doournant is 0 Phillips Partnership, PC and is considered on Instrument of Sorvice and Ia `olcl for use with respect to the project as indicated below_ All rights reserved. This document may riot be reproduced without the prior written consent of Phillips Partnership, PC. "rENANT 1501 W.P. BALL BOULEVARD PROJECT T ARETPLACE 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 CANOPY SECTIONS SHEET NUMBER 27 J 35'4" A.F.F. T.O.P. IN FOREGROUND 31'-0" A.F.F. T.(;P.BEYOND 7/8" VENTED A SCREED -FRY DS-875-V-875 28'-0" A.F.F. T.O.P. BEYOND 1/2" EXP. JOIN 24'-3" A. F.F. D.B.E --- — TUBE STEEL I STRUCTURAL 90'-0" A.F.F. OF WALL SCONCE SIDE VESTIBU 0'-0" FIN. FLR. 4" MTL. STUD,' DENSGLASS C APPLIED EFS, 8"EFSW/III - TYP. EQ. T MASONRY \ SIMULATED - ATTACH TI 40# FELT O` DENSGLAS: SHEATHINC STUDS @ 11 MFR'S REQI 1/2" PREMOL JOINT w/ SE/ CONC. SIDE\ HARDSCAPE ' '.� DHJC fCCf Gf[ 1 V 3 CANOPY SECTION STRUCTURAL. CA 9 SCALE: 112"=1'4' CONCRETE FOOTING BEYOND, REFER TO STRUCTURAL H ATTACHED ON 3/4" F.R.T OVER JDS @ 16"O.C. 'H. ATTACHED T.P.O MEMBRANE OVER RIGID N ( MIN. R-20) '-0" MIN) AM AND JOIST, REFER TO RAIL DRAWINGS. STUDS AT 16" O.C. WITH BATT DN (R-19) :EL BEAM, REFER TO RAL DRAWINGS. ICED CONCRETE FLOOR, 'O STRUCTURAL DRAWINGS. 5/f S1 OF IN: 1l RI & E S C 2 WALL SECTION FRONT WALL CA 9 SCALE: TT'=114" 60 MIL. MECH. ATTACHED MEMBRANE UP OVER & 3" DOWN PARAPET ON 3/4" F.R.T PLYWOOD 2 x F.R.T WOOD BLOCKING —� 60 MIL. MECH. ATTACHED ROOFING MEMBRANE ON RIGID INSULATION (R-20 MIN) —� ROOF FRAMING PER STRUCTURAL 5/8" GYP. BD. OVER 1-1/2" MTL.— STUDS @ 16" O.C. TO UNDERSIDE OF ROOF DECK W/ 1-1/2" RIGID INSUL. (R-6 MIN.) FACE OF INTERIOR WALL BEYOND PAINTED GYP. BD. WINDOW JAMB— CONC. BASE - SEE STRUCTURAL CONC. FOOTING - SEE STRUCTURAL REINF. CONC. SLAB - SEE STRUCTURAL ENGINEERED SUI3GRADE BY SITE CONTRACTOR \ A 12 CA-12 SIM 6 21. i 1 ! I 6-1/2" TILT -UP CONCRETE WALL W/ DIRECT APPLIED EFS, EQ. TO ST-3 4" RECESS 7-1/4" TILT -UP CONCRETE WALL W/ DIRECT APPLIED EFS, EQ. TO ST-2 LOGO PLAQUE BEYOND 1 j TYP. REVEAL - USE 2X2 i IN CONC, FORMWORK SIM. \ 8" CONT, EFS W/ INSUL., TYP - EQ. TO ST-3 r=1N 0 Y SIN 0 SUNBRELLA FABRIC AWNING: F8" ALTERNATING STRIPES OF SUNBRELLA IFIRESIST #8608 BLACK AND #8604 NATURAL OVER 1" SQUARE GALVANIZED STEEL TUBING WITH ALL WELDS PRIMED AND PAINTED WITH ZINC -BASED PAINT. 0 PURCHASE FROM VENDOR 93A OR 3B. (AWNING CONNECTIONS BY AWNING MFR - SUBMIT SIGNED & SEALED DRAWINGS BY A REG. FL. ENG. W/ SHOP DRAWINGS) NOTE: ALL AWNINGS & CONNECTIONS SHALL COMPLY W/ 110 MPH WIND SPEED c, REQUIREMENTS v 4'-0" EXTERIOR DOWNLIGHT, TYP. - SEE ELECTRICAL DRAWINGS PERIMETER SEALANT AROUND BOTH SIDES OF 1A/INDOW OPENING. ALUM. STOREFRONT, EQ. TO SF-1 8" CONT. EFS W/ INSUL. BEYOND - EQ. TO ST-3 HIGHT TRAFFIC SEALANT, COLOR TO MATCH MV-1 1/2" CONT. EXP. JNT., TYP. CONC. SIDEWALK SEE HARDSCAPE DWGS. \ / SLOPE DOWN (1/4" PER V-0" MIN) Yi era. .d:� ✓1;' COMPACTED SOIL - OUTLINE OF CONC. FOOTING BEYOND - SEE STRUCTURAL DWGS. 1 WALL SECTION STOREFRONT CA9 SCALE: 314"=IA" �o 0 co 28'-0" A.F.F. T.O. PARAPET 21'-1 1/2" A.F.F. T.O. CONC. WALL 23'-61/2" A.F.F. D.B.E. _ 20'•0" A.F.F. �OF LOGO PLAQUE 0 co N 9'-4" kF.F B.O.AWNG/ T.O.STOREF FIN. FLR. REVISION # 27 SUMMARY RF RE K J I E F G H R A AfdCNOR 5 CONSULTANT SEAL REVISIONS it DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT This document is ® Phillips Partnership, PC and is considered an Instrument of 5ervicc 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 1501 W.P. BALL BOULEVARD PROJECT THE MARK'ETPLACE AT SEMINOLE TOWNE CENTER ; SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERrIFS 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 ISSUE DATE 0208616 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER A. ADDED SHEET CONTINUOUS N 60 MIL. MECH. P T.P.O. ROOFINC ROOF EXPANSI( SPONGE TUBE F MEMBRANE STF MEMBRANE UP 45 MIL. MECH.) ROOFING MEMI INSULATION (R VARIES ROOF FRAMIN PER STRUCT. STEEL BEAM STRUCTURAL CONC. TILT Ill SEE STRUCT OFFICE PARTITION 5/8" GYP. BD ON 6' STUDS (a) 16" O.0 UNDERSIDE OF DF BATT INSUL (R-19) 1" PREMOLDED J( EXP. JOINT FILLEF 0'-0" FIN. FLR. 4" CONG. SLAB C THICK POLYTHE' VAPOR BARRIER COMPACTED SC CONC. FOOTING STRUCTURAL D 4 WALL SECTION REAR CA 10 SCALE: 3/4"44' ROO STRI CHI INSI 7-1 PA FC It C1 TI V, E S C COMP, (.:UN 1. t�unnt rvv i imU- SEE STRUCTURAL DWGS. 3 WALL SECTION REAR CA-10 SCALE: 3/4"=V-0" ROC STR 5/8" CH! INS' C( SE DE 1/ C T V E v C OMP ONT SEE STRUCTURAL DWGS. 2 WALL SECTION @ REAR CA-10 SCALE: 314"=11-0" GENERAL NOTE: SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE_ TILT WALLS 5 MIL. MECH. ATTACHED T.P.O. ;OOFING MEMBRANE OVER RIGID ASULATION (R-20 MIN) 12 A-7.2 SLOPE PER 1/CA-5 ZOOF FRAMING PER STRUCTURAL [ 71 4 5/8" GYP. BD. OVER 1" Z FURRING CHANNELS @ 24" O.C. W/ RIGID INSUL. (R-5 MIN.) --� ROLLING DOOR HOOD 2 x F-R.T WOOD BLOCKING VARIES -4 D.B.E. 1 VARIES F.O.CONC. CONC. TILT -UP PANEL - REFER TO PLANS, ELEVS, & FINISH SCHEDULE CONT. CAULK CHANNEL FRAME - (3) SIDES, SEE STRUCTURAL KELLEY TAPERED DOCK SEALS - SEE SPECS CHANNEL FRAME BEYOND KELLY MECHANICAL EDGE OF DOCK LEVELER EQ. TO P-2 MODEL #/EOD72-20 WITH INTEGRAL BUMPERS - DOOR TRACK BEYOND - REFER TO SHEET CA-C FOR SPECS -B & TO SHEET C;A REFER _ CA-C 6" PULL CHAIN BEYOND --- I - I CONC. SLAB ON GRADE - SEE STRUCTURAL I., itll- 11 -li, n 1/2" EXP. JT. W/ SEALANT \ SLOPE 6" EXTERIOR CONC. SLAB- \ ----y \ > TO DRAIN SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR FOOTINGS 0'-0" FIN. FLR. STEEL CHANNEL - REFER TO STRUCTURAL DRAWINGS TRENCH DRAIN W/ GRATED COVER, SEE CIVIL DWG'S. SLOPE TO DRAIN 4-0" A.F.F. T,O.GRATE I. SIDE OR BOTTOM OUTLET, SEE CIVIL DWGS. WALL SECTION a� LOADING DOCK SCALE: 3/4"A'-0" REVISION # 27 SUMMARY A. ADDED SHEET mill 'affil OWN v L L P A R T N E R S H I P Architecture Interior Design Planning RF RE K A ANCHOR [F3 C D - CONSULTANT SEAL REVISIONS # DATE DESCRIPTION Q 10/ 01 / 04 DSW SHELL & UPFIT PROJECT THE apWARKETPLACE AT SEMINOLE TOWNE CENTER. SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPEKnES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/DEB DRAWING TITLE - WALL SECTIONS SHEET NUMBER Arm i� 3/8" 1 OVEI GOLI MTL. 7/8" SCRI DS-8 3/$"1 OVEI GOLI MTL. TYPICAL COPING DETAIL AT STOREFRONT SCALE: 314"=1'-0" 3/4" INTEGRAL THIN BRICK VENEER - USE FORMLINER & COORD. W/ ELEVS - SEE FINISH SCHEDULE & WALL SECTIONS 24"X24" PRE -CAST LOGO PLAQUE - TO BE CLEANED & SEALED -SEE SPEC. THIN SET MORTAR BED COMPATIBLE WI PRE -CAST TILE MANUFACTURER SPEC. STAINLESS STEEL ANCHOR (4 TYP.) 4" CONT. BAND - DIRECT APPLIED EFS EQ. TO 81-3 MORTAR JOINT CONC. WALL -SEE WALL SECTION 14 LOGO PLAQUE DETAIL CA-12 SCALE: V=1'-0" 3/8" DIRECT APPLIED EFS ON 518" DENSGLASS SHEATH W140# FELT ON METAL STUD OR DEFS ON CONC. WALL - SEE WALL SECTION SEALANT w/ BACKER ROD PREFIN. METAL COUNTER FLASHING EXTEND BEHIND EFS 4" 60 MIL FULLY ADHERED TPO UN I I LMIN. ME LAP WELD TO TERMINATE TPO FLASHING ROOFING AND RIGID zI IINSULATION - SEE ROOF PLAN Z.4I I& SPECS. � I METAL DECK I I SEE STRUCT. DWGS. 15 TYPICAL ROOF TERMINATION CA-12 SCALE: N.T.S. PROVIDE SMOOTH CONC. DOME TOP 6" DIA. SCH 40 PIPE o FILLED SOLID W/ CONC. PAINT BOLLARD TRAFFIC YELLOW ASPHALT PAVING KID�1--i =1 ' H,�— I— II—lT �i � II I ll—I II— 9 I III —III —I I L I �, —I II —III —I ?'_mom— 2'-0" DIA. CONIC. FOOTING 11�111 IT=1 —I I MINIM IllII iI�I III=III-I I E I I ##4 REBAR IN BOTH 1MINI= 111—I 1- 7 NISI I11— I —I DIRECTIONS. 111'�I'3—�1T ;d • Il I I ---III= I mil 1=1 9 III=III=ifL 11 TYPICAL BOLLARD CA-12 SCALE: 112"=V-0' 1 1/4" DIA. HORIZONTAL AND VERTICAL PIPE RAIL PAINT P-2 CHAIN LINK FENCE, SEE ELEVATIONS - CORE DRILL CONC. AT PAINT P2 POST LOCATIONS (5'-0" I in O.C., TYP.) � � MORTAR OP RETAINING WALL OF I GRADE, VARIES \ �91 i 12" CONCRETE RETAINING WALL, REFER LJ ' TO STRUCTURAL DRAWINGS. v7 W_ 08 °a 7 1/2" PREMOLDED EXPANSION og JOINTw/SEALANT 2" DIA. PVC WEEP PIPE AT 8'-0" O.C., WRAP END ,.a OF PIPE WITH FILTER FABRIC AND FILL WITH 1 n CU. FT.. OF 3/4" GRAVEL ' 4 a z REINFORCED CONC. 4. SLAB, SEE STRUCT. CONCRETE FOOTING WITH REINFORCING, REFER TO STRUCTURAL RETAINING WALL AT LOADING DOCK SCALE: 112"=V-0" 2X F.R.T WOOD BL( 60 MIL. MECH. ATTA MEMBRANE UP OVE PARAPET ON 3/4" F. SLOPE NEOPRENE PADS NOTE: \ z TOP OF CURB TO BE L LD LEVEL ALL FOUR 2 SI DES. 0 ly- FURNISHED W/ CURB C) L ANGLE BRACE @ JOIST SPACING, STL. ANGLE UNIT FRAME NEOPRENE WASHERS SPACERS @ ANCHOR SCREWS MEMBRANE FLASHING ADHERE TO ROOFING MEMBRANE ROOFING AND RIGID INSULATION SUPPORT `—SUBSTRATE NOTES: 1. THE CURBS, TOP WOOD NAILER, AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER, 2. ATTACH NAILER TO DECK WI TH SUITABLE FASTENERS. 3. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. 7" ROOF CURB DETAIL CA 12 SCALE: 1-1/2"=1'-0" T-0" 3'-0" x 7,-6n ROOF SCUTTLE, #S-20 BY BILCO NOTE: ROOF SCUTTLE TO BE INSTALLED PER ROOF MFR SPECIFICATIONS COUNTERFLASHING FLASHING MEMBRANE ROOFING SYSTEM STEEL ANGLE, REFER TO STRUCTURAL BAR JOIST 1/4" x 3" BENT PLATE BENT CLIP ANGLE LAG TO CONCEALED WD. BLOCKING ROOF HATCH LADDER WITH SAFETY CAGE. PAINT IP-3. NOTE: LADDER OVERALL 2'-0" WIDE. NOTE: REFER TO TENANT DOCUMENTATON BRACE LADDER TO PARTITION @ 4'-0" O.C. MAX. W/ FLAT STL. BARS WELDED TO EA. STRINGER SECURE TO PARTITION. BLOCKING AT BRACES 0 a bo 9 LADDER CAGE / ROOF SCUTTLE DETAIL CA-12 SCALE: 3/4"=V-0" 2 LAYERS 3/4" F.R.T PLYWOOD 2X F.R.T WOOD BLOCKING MTL. COPING EQ. TO MC-1 3/8" DIRECT APPLIED EFS EQ r0 S r-3 OVER 5/8" )ENSGLASS GOLD SHEATHING ON 8" MTL. STUDS @ 16" O.0 18" VENTED ALUM. DRIP 'CREED - FRY REGLET )S-875-V-875 ;LIP ANGLE - SEE STRUCT. TYPICAL COPING DETAIL AT STOREFRONT SCALE: 1.1 /2"=V-0" E� 7-1/4" CONCRETE WALL, HOT -DIPPED GALVANIZED STEEL ANGLE LINTEL - PAINTED TO MATCH ADJACENT CONIC. REFER TO STRUC DRAWINGS FOR LINTEL SCHEDULE. PERIMETER SEALANT, BOTH SIDES GROUT JAMBS SOLID -TYP, WEATI TO MU ANTED PREFf PIPE F SPEC' 1-1/4" RIGID CONDUIT BY ELEC. CONTR. SECURED TO JOIST AT TWO POINTS MUZAK CAB OFFICE TYPICAL HOLLOW METAL DOOR HEAD DETAIL SCALE: 1-112"=V-0' EXTERIOR 7-1/4" CONCRETE WALL INSTALL JAMB ANCHORS - 3 PER SIDE AT HINGE AND STRIKE LEVELS - TYP, PERIMETER SEALANT, BOTH SIDES GROUT JAMBS SOLID - TYP THRESHOLD (BELOW) TYPICAL HOLLOW METAL DOOR JAMB DETAIL SCALE: 1-112"=1W FRONT 1" LOvv>=R THAN BACK MIN. I I GUTTER ENDS A / MUST LAP 21/2" NOTE: PROVIDE @ 50'-0" O.C. MAX. RAMP 1:12 St FLARE 1:10 SI BROOI..... ,,.. , IF X < 48", THEN THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 1:12 ROOF SYSTEM METAL DRAIN BAR- WHERE APPI ICABLE SEE ROOF PLAN. REINFORCED "TPO MEMBRANE i— 60 MIL REINFORCED TPO MEMBRANE -ZEATED WOOD NAILER NCURED ELASTOFORM -ASHING \P SEALANT 'LICING CEMENT IATER CUT-OFF MASTIC "O ROOFING MEMBRANE INSULATION SECURELY FASTENED P.O.S. l SATELLITE ANTENNA FLASHING SCALE: 1-1/2"=1'4" 2x (PRESSURE TREATED) CONTIN. 1/2" 0 BOLTS AT 32" O.C. STAGGERED -BOLTS - PREFINISHED METAL COPING. COLOR EQ. TO MC-1 ROOFING - REFER TO SHEET CA-5 EXTEND ROOFING UP UNDER PARAPET ABOVE FINISHED ROOF (TYP) 2 COPING/ROOFING DETAIL CA-12 SCALE: 1-1/2 CONSULTANT 7 1/4" I Z3 _. a SHEET METAL EDGE FLASH'G SEALANT FLASHING MEMBRANE FASTENERS AT APPROX. 3" O_C., DO NOT STAGGER WOOD NAILERS ROOF MEMBRANE. RIGID INSULATION OVER ROOF DECK CONTINUOUS CLEAT OVER STEEL FRAM'G > GUTTER SPACER /�� ALTERNATELY SPACED FROM BRACKETS 1/4" PER FT. SLOPE MIN. TURN -DOWN - `\ - t 4- SHEET MTL T/ CONCRETE GUTTER REFER STRUCT DWGS SEE ROOF PLAN FOR SIZE GUTTER BRACKET SUPPORT AT 12" TO 36" O.C. DEPENDING ON CONDITIONS FASTEN TO WOOD BLOCKING EXTEND FIELD SHEET OR THROUGH SLOTTED HOLE A SEPARATE MEMBRANE SHEET TO OVERLAY METALCLOSURE GRAVEL STOP CONTINUOUS SHEET MTL CLOSURE FASTENED APPROX. 18" O.C. STRAPS @ T-0" o.c. NOTE: SEAL REVISIONS-- # DATE DESCRIPTION 0 10/ 01 / 04 DSW SHELL & UPFIT This docurnent is O Phillips Partnership. PC and ie consdered an Instrument of Service and is solely for use with respect to the project as indicated below. NI rights reserved. This docurmnt may not be reproduced without the prior written conent of Phillips Purtnership. PC. TENANT 1501 W.P. BALL BOULEVARD 1. BASE / PLY SHEETS TURNED NOTES: PROJECT \ OVER EDGE PRIOR TO GUTTER 1. GUTTER BRACKETS TO BE AT LEAST ONE GAUGE HEAVIER THAN GUTTER STOCK. INSTALLATION A MININ1UN1 OF 1 1 2, ATTACH WOOD NAILER TO WALL/DECK WITH SUITABLE FASTENERS. OR THICKNES OF NAILER, 3. DESIGN GUTTER EXPANSION JOINTS PLACED AT APPROPRIATE INTERVALS / WHICHEER IS GREATER COMMENSURATE WITH TYPE OF METAL. THE MARKETPLACE 2. MEMBRANE TURNED OVER AT SEMINOLE TOWNE CENTER EDGE INTO GUTTTER A MINIMUM OFT' 3 TYPICAL GUTTER DETAILS CA-12 SCALE: 1-10"=T-0" PRE -FINISHED METAL GUTTER HANDICAP ACCESSIBLE CURB DETAIL SCALE: N.T.S. PIPE PENETRATION SEALANT STAINLESS STEEL HOSE CLAMP PVC BOOT FLASHING FASTENER SPLICING CEMENT / BASE FLASHING INSULATION SECURELY FASTENED NOTES: 1, VENT STACKS AND OTHER PIPES 7 SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND 0 0 OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. ` J V 4 TYPICAL VENT DETAILS CA 12 SCALE: 1-112"=T-0" SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES — SPLICING CEMENT NORTH AMERICAN PROPERTIES - ATLANTA — FLASHING OR PVC BOOT 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 — SEALANT ROSWELL, GA 30075 - STAINLESS STEEL HOSE TEL (770) 645-6566 FAX (770) 643-8540 CLAMP PHILLIPS JOB NUMBER - ALUMINUM TAPE 0208616 - FASTENER ISSUE DATE - BASE FLASHING 05/14/04 -TPO ROOFING DRAWN BY/CHECKED BY MEMBRANE CO/DEB DRAWING TITLE �t DETAILS INSULATION SECURELY FASTENED SHEET NUMBER 27 a, REVISION # 27 SUMMARY A. ADDED SHEET 1 TENANT FIXTURE PLAN CF 1 SCALE: 118"=1'41 REVISION # 27 SUMMARY A. ADDED SHEET RF RE K d I wx E F G H R F A P.NCHOR B G D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION _z •10101 / 04 DSW SHELL & UPFIT This document i3 Q Phillip3 Partnership, PC and is considered on Instrument of Smice and i3 solely for ore with respect to the project as indicated below. All rights reserved, ihia docurrwnt may not be reproduced without the prior written convent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKO'ETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ;F{ ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY JLS/DEB DRAWING TITLE TENANT GENERATE® FIXTURE PLAN SHEET NUMBER y:a:�x "'de,,.. ;,s,,, •x°'>d'" �,c.�vq�,a f^ ;,,r, .w" �,C is .�: Nl sr' 1 ._j,>m : GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING DURING CONSTRUCTION_ FOUNDATION WALLS WHICH ARE SHOWN TIED INTO SLAB -ON -GRADE OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (INCLUDING DECK) IS COMPLETED. THOUGH DETAILS DO NOT INDICATE, ADEQUATE DRAINAGE MUST BE PROVIDED BEHIND WALLS TO ELIMINATE UNANTICIPATED HYDROSTATIC LOADING. PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST ALL REQUIRED FORCES SUCH AS (BUT NOT LIMITED TO) DEAD LOADS, LIVE LOADS, SOIL PRESSURES, CONSTRUCTION LOADS, WIND AND UNBALANCED LOADING. PROVIDE TEMPORARY SAFETY ENCLOSURES AS NECESSARY TO PROTECT ALL PERSONNEL INVOLVED WITH THIS PROJECT. 2. GROUT SHALL BE NON -SHRINK WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. EXPOSED GROUT SHALL BE NON -STAINING. 3. THE 2001 EDITION OF THE FLORIDA BUILDING CODE SHALL APPLY_ 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS. ROOF OPENINGS GREATER THAN 12" DIAMETER SHALL BE FRAMED WITH L3x3x 1 /4"(MINIMUM). JOIST/JOIST GIRDER MANUFACTURER SHALL COMPENSATE FOR LOADS IMPOSED BY ROOF -TOP UNITS (R.T.U.'s) BY PROVIDING DOUBLE JOISTS OR SPECIALLY DESIGNED JOISTS AT THESE SUPPORT LOCATIONS_ R_T.U. LOADS ARE STATED ON ROOF FRAMING PLANS AS PROVIDED BY ARCHITECT OR MECHANICAL ENGINEER_ SEE ROOF FRAMING DETAILS (in this set of drawings) FOR TYPICAL REQUIRE- MENTS FOR SUPPORT OF ROOF -TOP UNITS. 5. DETAILS NOT SHOWN SHALL BE ACCORDING TO: AMERICAN INST. of STEEL CONSTR. A.I.S.C. SPECS FOR STRUCTURAL STEEL AMERICAN CONCRETE INSTITUTE A.C.I. SPECS FOR CONCRETE AMERICAN WELDING SOCIETY A.W_S. SPECS FOR WELDING NATIONAL CONCRETE MASONRY ASSOC N.C_M.A. SPECS FOR CONCRETE MASONRY STEEL JOIST INSTITUTE S.J.I. SPECS FOR STEEL JOISTS AMERICAN IRON & STEEL INSTITUTE A.I_S.I. SPECS FOR COLD FORMED STEEL 6. DESIGN LOADS: DEAD LOAD ROOF DEAD LOAD - 20 P.S.F. LIVE LOAD ROOF LIVE LOAD - 20 P_S.F. WIND LOAD BASIC WIND SPEED (3 SEC GUST) - 110 M.P.H. WIND LOAD IMPORTANCE FACTOR - 1.0 WIND EXPOSURE CATEGORY - B WALL COMPONENT AND CLADDING PRESSURE - 20.4 / 22.6 END ZONE ROOF COMPONENT AND CLADDING PRESSURE --19.9/-28.1 EDGE STRIP (15'-4") 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: A.F_F. - INDICATES ABOVE FINISHED FLOOR 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.U.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.0_ - INDICATES MASONRY OPENING_ F+� - 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.0 - INDICATES UNLESS NOTED OTHERWISE. B.F.F.E. - INDICATES BELOW FINISHED FLOOR ELEVATION, CONCRETE NOTES: 1 _ U.N_0. 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_ - INDICATES COLUMN LINE. (B - INDICATES FILLED CELL DESIGNATION. INDICATES MOMENT CONNECTION. A-?- INDICATES FOUNDATION DESIGNATION 1 - INDICATES SECTION MARK. S1 0 INDICATES REVISION MARK_ L OF FRAME IN POSITION AS REQUIRED TO SUIT DIMENSIONS OF ROOF -TOP UNIT. USE L .3x3x1/4" IF WEIGHT OF UNIT IS LESS THAN 1,500 LBS. USE L 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. 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_ CS-1-0 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_1_ YIELD ROUND HSS SHAPES (ATM A500 Gr. B) 42 K.S.I. YIELD STEEL PIPES (ASTM A53 Gr_ B) .35 KS.I_ YIELD W SHAPES (ASTM A992) 50 K.S_I. YIELD STRUCTURAL STEEL U.N.O. (ASTM A36) 36 K.S_I. YIELD 2. ALL STRUCTURAL FASTENERS SHALL BE PROVIDED AS FOLLOWS: BOLTED CONNECTIONS IN STEEL FRAMEWORK U.N.O. (ASTM A325-N) CARBON AND ALLOY NUTS (ASTM A563) HARDENED STEEL WASHERS (ASTM F-436) COMPRESSABLE-WASHER -TYPE DIRECT TENSION INDICATORS (ASTM F-959) THREADED RODS (ASTM A36) ANCHOR RODS U_N_0. (ASTM F1554 Gr. 36) 3. U.N.O. COLUMN BASE PLATES SHALL BE 6" LARGER IN EACH DIRECTION THAN THE NOMINAL DIMENSION OF THE SUPPORTED COLUMN (i.e. 12" SQUARE BASE PLATE FOR 6" h OR 6" SQ_ COLUMN and 10" SQUARE BASE PLATE FOR 4" 0 OR 4" SQ_ COLUMN). ALL BASE PLATES SHALL BE ANCHORED TO FOOTING BELOW WITH 4 - 3/4"0 x 1'-1" HEADED ANCHOR RODS (9" EMBEDMENT+ 4" PROJECTION) UNLESS SPECIFICALLY NOTED OTHERWISE. BASE PLATES SHALL BE 3/4" THICK UNLESS NOTED OTHERWISE. 4. ROOF DECK SHALL BE 1-1/2" DEEP, 22 CAGE WIDE RIB STEEL ROOF DECK, CONFORMING TO FACTORY MUTUAL SPECIFICATION 1-28_ ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS AND CLOSURE ANGLES AND/OR PLATES IN ACCORDANCE WITH VULCRAFT WELD PATTERN STATED ON FRAMING PLAN (5/8" DIA. WELDS @ SUPPORTS AND PERIMETER & #10 TEKS SCREWS (P 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). (OS.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 CON -FACT 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.0_ 2. AT LEAST 50% OF ALL REINFORCEMENT INTERSECTIONS ARE TO BE TIED. 3. PANELS WITH A SINGLE MAT OF REINFORCEMENT ARE TO HAVE THE VERTICAL STEEL PLACED AT THE CENTER OF THE PANELS STRUCTURAL THICKNESS. 4. PANELS WITH A DOUBLE MAT OF REINFORCEMENT ARE TO HAVE A CLEAR DISTANCE OF NO LESS THAN 3/4" TO THE INTERIOR OF THE BUILDING AND 3/4" TO THE EXTERIOR OF THE BUILDING. 5. ALL "WET SET" EMBEDS ARE TO HAVE (1) 1/4" DIAMETER HOLE SHOP DRILLED EVERY 6" ox. TO PREVENT AIR VOIDS FROM FORMING, 6. ALL REINFORCEMENT IS TO TERMINATE 2" FROM THE EDGE OF PANEL. 7, PROVIDE 1/2" CLEARANCE BETWEEN ADJACENT PANELS U.N.O. 8. PROVIDE 3/4" CHAMFER AT ALL CORNERS U.N_O_ 9. STAMPED CALCULATIONS FOR ALL ADDITIONAL REINFORCEMENT REQUIRED FOR ERECTION, ALONG WITH DESIGN STRENGTH OF LIFTING INSERTS, TO BE SUBMITTED BY THE CONTRACTOR FOR THE ENGINEERS REVIEW. 10. SHOP DRAWINGS OF TILT -WALL PANELS SHOULD BE SUBMITTED BY THE CONTRACTOR, PRIOR TO ERECTION, FOR THE ENGINEERS REVIEW AND SHOULD INCLUDE LOCATIONS FOR ALL EMBEDDED ITEMS. '11. TILT -PANEL DESIGN WAS DONE FOR IN PLACE CONDITIONS ONLY, AND DOES NOT INCLUDE REINFORCEMENT NECESSARY FOR ERECTION. 12. CONCRETE STRENGTH SHALL REACH 75% OF THE SPECIFIED COMPRESSIVE STRENGTH BEFORE CONSTRUCTION LOADS ARE APPLIED. 13_ CONTRACTOR IS TO ENSURE THE TOP ELEVATION OF ANY "DEADMEN" USED ON THIS PROJECT IS SUFFICIENTLY BELOW FINISHED FLOOR SO CONSTRUCTION CAN PROCEED WITH OUT THE NEED FOR REMOVAL. 14. REFER TO ARCHITECTURAL ELEVATIONS FOR PANEL FINISH, REVEALS, RECESSES, SCUPPERS, AND ANY OTHER MISC. EMBEDDED ITEMS_ 15. PANEL BRACING MUST REMAIN IN PLACE UNTIL THE POUR BACK STRIP AND ROOF DECK ARE IN PLACE. 16. FUTURE KNOCK OUT PANELS SHOWN ON PLAN HAVE BEEN ENGINEERED. ADDITIONAL FUTURE OPENINGS NOT SHOWN ON PLAN MUST BE EVALUATED BY A REGISTERED PROFESSIONAL ENGINEER. L6x4x3/8" S_L.V. - x 6" LONG SEE FRAMING PLAN FOR JOIST SIZE- DECK 2 SECTION 5 AT IUCT CS-1.0 SCALE: NONE 1S KCS JOIST SEE ROOF PLAN TYPICAL RTU SUPPORT FRAME SCALE: NONE 3/16T 1" 3/16"V 1" ("3� SECTION +CS---1.0 SCALE: NONE MASONRY NOTES: 1- UNLESS SHOWN OTHERWISE ON PLAN, AT EACH SIDE OF MASONRY OPENINGS IN C.M.U_ WALLS PROVIDE 1-FILLED CELL W/ 1-#5 BAR VERTICAL. PROVIDE DOWEL INTO FOOTING AND LINTEL OVER OPENING. PROVIDE 2'-0" OF BEARING (EACH END) FOR MASONRY LINTELS OVER MASONRY OPENINGS_ 2. REINFORCED MASONRY GROUT (R_M.G.) FOR FILLING CELLS IN C_M_U. WALLS SHALL CONFORM TO: "STANDARD SPECS_ FOR MORTAR AND GROUT REINFORCED MASONRY", AS-T-M. C-476, WITH A SLUMP OF BETWEEN 9" AND 1 1 ", AND PLACED NOT MORE THAN 2-1/2 HOURS AFTER WATER HAS FIRST BEEN ADDED (ONE PART CEMENT TO 2-1/2 PARTS FINE AGGREGATE BY VOLUME, DEVELOPING 2000 P.S.I. AT 28 DAYS)_ PLACE IN 4'-0" LIFTS, MAXIMUM. 3. TYPE "S" MORTAR SHALL BE USED FOR ALL C.M.U. WALLS. 4. FILLED CELLS IN CONCRETE MASONRY UNITS (C.M.U.) SHALL BE LOCATED AS SHOWN ON THE FOUNDATION PLAN(S) OR TYPICAL DETAILS. ALL C.M.U. WALLS WHICH CONTAIN FILLED CELLS SHALL BE LAID -UP IN A RUNNING BOND PATTERN. 5. FILLED CELLS SHALL BE CONTINUOUS FROM FOOTING TO TOP BOND BEAM COURSE IN ANY GIVEN WALL SEGMENT_ PROVIDE NON -SHRINK GROUT AND BEARING PLATE AS DETAILED WITH ANCHOR BOLTS OR CAST -IN -PLACE STUD ANCHORS_ 6. ALL VERTICAL REINFORCEMENT IN FILLED CELLS SHALL BE DOWELED INTO FOOTING AT BOTTOM AND BOND BEAM COURSE AT TOP_ THESE DOWELS SHALL BE IN EQUAL SIZE AND QUANTITY AS VERTICAL BAR REINFORCEMENT AND SHALL HAVE A 1'-6" BEND INTO EITHER FOOTING OR BOND BEAM. 7. CONTRACTOR SHALL PROVIDE STANDARD GAUGE "OUR-O-WAL" (JOINT REINFORCE- MENT) AT 16" O.C. IN ALL C.M.U. WALLS UNLESS SPFCIFICAL L Y NOTED OTHER- WISE ON THE STRUCTURAL DRAWINGS. "DUR-O-WAL" SHALL BE PROVIDED IN A WIDTH APPROPRIATE FOR THE OVERALL TOTAL THICKNESS OF THE FINISHED WALL. IN MANY CASES, BRICK VENEER WILL BE REQUIRED, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF VARIOUS WALL THICKNESS WITH ALL OF THE CONTRACT DOCUMENTS. IN THE CASE OF NON -COMPOSITE WALLS (I- C.M.U. WYTHE ONLY) PROVIDE "TRUSS - TYPE" HORIZONTAL REINFORCING. IN THE CASE OF COMPOSITE WALLS (C.M_U_ + BRICK VENEER) PROVIDE ADJUSTABLE ASEMBLIES_ 8_ REINFORCING BARS FOR VERTICAL FILLED CELLS SHALL BE LAPPED AS FOLLOWS: BAR SIZELENGTH OF LAP - - - - - - - - - - - - -- 5 2'-6" 6 3'-0" 7 3'-6" 9_ BARS SHALL BE A_S.T_M_ A-615, GRADE 60: EXCEPT TIES AND STIRRUPS, WHICH MAY BE GRADE 40. 10. BOND BEAMS SHALL BE PROVIDED AT THE TOP OF WALL OPENINGS AND SHALL EX- TEND NOT LESS THAN 24" NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING. 11- A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (f'm) OF 1500 P.SJ_ IS REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. 12. ALL ANCHORS BUILT INTO MASONRY SHALL BE GALVANIZED. CONCRETE TAP 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 FOIL OWING TYPES OF BARS, TOP HORIZONTAL BARS OF BEAMS AND JOISTS. - TOP HORIZONTAL BARS OF SLABS GREATER 'THAN 14" DEEP. - ALL HORIZONTAL WALL REINFORCEMENT (EXCEPT BOTTOM BARS). 3_ SCHEDULE "III" APPLIES FOR ALL COMPRESSION LAPS_ 4_ ALL LAP SPLICES SHALL BE WIRED IN CONTACT_ 5. ALL TENSILE LAP SPLICES SHALL BE "CLASS B" U.N.O. 6, ALL SPLICES OF WALL AND SLAB REINFORCEMENT SHALL BE STAGGERED AS SHOWN. 7. THE SMALLER LAP SPLICE LENGTH MAY BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR TENSION, THE LARGER LAP SPLICE LENGTH SHALL BE USED WHEN SPLICING TWO DIFFERENT SIZE BARS FOR COMPRESSION. 8. LAP LENGTH SPECIFICALLY CALLED OUT ELSEWHERE IN THE DRAWINGS SHALL GOVERN OVER THE LAP LENGTHS IN THIS SCHEDULE. 9. MECHANICAL BAR CONNECTORS THAT ARE 125% OR STRONGER THAN THE BARS BEING LAPPED MAY BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF THE CONTACT LAP LENGTHS GIVEN. ADJUSTMENT(S) TO GIVEN LAP LENGTHS. 1. LAP LENGTHS GIVEN ARE FOR A CONCRETE COMPRESSIVE STRENGTH, f'c, OF 3000 p.s.i. IF A HIGHER STRENGTH CONCRETE IS USED, THE CONTRACTOR MAY REDUCE THE GIVEN TENSILE LAP LENGTHS BY THE FOLLOWING FACTORS: - Cc = 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.sJ.). FOR OTHER STRENGTHS, MULTIPLY THE SCHEDULED LAP LENGTHS BY fy/60 (k_s.i.). o to w w o LAP LENGTH 7 ~ PER SCHEDULE OW Uj Ua¢ LW z wu //- FREE EDGE c� � -TRANSVERSE REINFORCEMENT SPACING TYPICAL REINFORCED CONCRETE MEMBER (SECTION) STAGGER 12d 12" MIN. WALL AND SLAB SPLICE DETAIL (PLAN OR ELEV.) LOAD NOT AT TOP CHORD PANEL POINT L2X2X1 /4" FROM LOAD POINT - TO BOTTOM CHORD PANEL POINT, SCHEDULE I BAR SIZE CLASS A CLASS B #3 17" 22" #4 22" 29" #5 28" 36" #6 33" 43" #7 48" 63" #8 55" 72" #9 62" 81" #10 70" 91 " #11 78" 101" SCHEDULE TT BAR SIZE CLASS A CLASS B #3 22" 28" #4 29" 37" #5 36" 47" #6 43" 56" #7 63" 81" #8 72" 93" #9 81" 105" #10 91" 118" 11 101" 1 131" SCHEDULE III BAR SIZE SPLICE LENGTH #3 12" #4 15" #5 19" #6 23" #7 27" #8 30" #9 34" #10 38" #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 CS-1.0SCALE: NONE COLUMN FOOTING SCHEDULE FOR 3,000 P.S.F. SOIL BEARING CAPACITY MARK AREA THICKNESS REINFORCEMENT 2'-6" SQUARE 1 '-011 4-#3 BARS X 2'-0" E.W. 3'-0" SQUARE 1'-0" 4-#4 BARS X 2'-6" E_W. znc 3'-6" SQUARE 1 '-0" 5-#4 BARS X 3'-0" E_W. 4'-0" SQUARE 1 '-0" 5-#4 BARS X 3'-6" E.W. 4'-6" SQUARE 1'-0" 4-#5 BARS X 4'-0" E.W. 5'-0" SQUARE 1'-0" 5-#5 BARS X 4'-6" E.W. 5'-6" SQUARE 1'-1 " 6-#5 BARS X 5'-0" E.W. 6'-0" SQUARE 1'-2" 7-#5 BARS X 5'-6" E_W. 6'-6" SQUARE 1 '-4" 8-#5 BARS X 6'-0" E_W. 7'-0" SQUARE 1'-5" 6-#6 BARS X 6'-6" E.W. K � 3'-0" x 5'-0' 1'-0" 4-#4 5-#5 BARS BARS X X 4'-6" 2'-6" f Ip K J 0 q I A APICtlgi g C E F Q H REVISIONS # DATE DESCRIPTION 0 10/ 01/ 04 DSW SHELL & UPFIT This document is 10 Phillips Partnership, PC and is cvnsidered an Instrument of ,Service and is solely for use with respect to the project as Ind'Ioated below. All rights reser-ied. This document moy not be reproduced without the prior written consent of Phillips Partnership, PC_ TENANT 1501 W.P. BALL BOULEVARD PROJECT THE TLA C AT SEMINOLE TOWNE CENTER ANFORD, FLORIDA CLIENT �I �uq r A<r' iNOKM 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 DHL/RING DRAWING TITLE GENERAL NOTES FOOTING SCHEDULE RTU DETAILS SHEET NUMBER Uzi %A ; ; : t 6", 400OPSI CONCRETE SLAB REINFORCE W/ k3 BARS 0 12" O.C. 1 5'-0" POURFJACK ,TRI' PANEL JOINT L IE EACH WAY ON 6 COMPACTED GRANULAR AROUND PERIMETER OF FILL. SEE ARCH. DWGS. FOR SLAB a' PANELS. CA!'J AF TER PANEL JOINT'hINE EXTENT AND FINISH PAW I_i ARE ERECTED. PLACE BARS AT 3" (MID HGT.) OF SLAB. ! C.J. •I .D O � U " - O 4t, r <I1 u I (— ) PANEL JOINT ONE ADJACENT TENANT 113' T$ .� � � � F.F.E. _ 54.00' 190'-0" 4" 3$'-0" 38,-0" 15'-0" 15'-0" 15'-0" 1 �'-0" 15'-U" 15'-0" 15'-0" 15'-0" 15'r0" 15-0 V, Z Fr T-3. W CP-19 CP-20 CP-21 CP-22 w CP-23 P-24 w GP-25 CP-26 CP-27 _ CP-2S L GPF29 w CP-30 w CP-31 id w 3'-9" 3" 4'-TT, tv O O CJ U � / V Q LOGE OF PANEL I ' �r '°0LOGE OF PANEL J/ I T/ FTG. _ T/ _ ao l_ 1TG _4") a PANEL JOINT ILINE 1 3 PANFI .IUINr :INE 6", 4000PSl CONCRETE SLAB �_ C.J. REINFORCE W/ �3 BARS (0 12" 0 C 3 ,r EACH WAY ON o COMPACTED GRANULAR FILL. SEE ARCH. DWGS. FOR SLAB �� 1 EXTENT AND FINISH PLACE BARS AT 3" (MID HGT.) OF SLAB. � C ` TYPE 1 /C5-4.1 `o PANEL JOINT SINE — — - _1��2 — --- --- .. EUGL OF PANEL `�� ` _; C.J. TRENCH DRAIN — �j SEE 1/CS-4.3 N PROVIDE PIER TO EDGE OF PANEL SEE -NOTE THIS 5F1E . N v I 6 op V 5—i.. PANEL JOINT SINE N L J'A 4', 3000 P.5-1_ CONCRETE SLAB ON GRADE_ REINFORCE WITH 6x6-W1.4xW1.4 W.W.F. ATOP VAPOR BARRIER FIN. FLR. ELEV. = 54.67' REF_ FLR. ELEV. _ (0'-0") N� q N A T/FTG. = (-1'-4") TYP. INTERIOR U-N.O. 10 a +rOr` -i. 0 N L J� w (-3'-4 MW 0 N7 C_J. l IJI —_1 PANEL JGINr rlcINE , 1'-4") x p 5 -0" POURBACK T--TRIP C J c� PANEL JOINT FINE I a q� V „.UND PFRIM Tom„ IPANELS CAST AFTE2 PANELS ARE ERECTD, 5'-0" POURBACK ;TRIP AROUND PERIMETER OF PANED. CAST AFTER E PANELS ARE ERECTED. T FTG - 5'-0" POURBACK STRIP w al I AROUND PERIMETER OF 4,y PANELS. C 51 AI TER PANFLS AIL LRECTED. PArIFL`u lru IrIE r EDGE OF PANEL d t3� BASA N T FTG. = A TYP. 9 STORE FROW B/TRDN _ 1'-4 ?�i I x T/FTG_ = 7 A J T/FTG. - D ") 1 (-1'-0') 1 �_p'� T FTG. = 01'-p..) c� T FTG. = N� �F, J 1 ti T FTG. _ N, V (-0'_8 �� �G' C T/FTG. _ �� C, �� G• �� G' T FTG_ _ 3 Q o 0 tl— 3 TE TO CONTRACTOR NTRACTOR TO THICKEN ERECTION SLAB TO 5" MINIMUM IN AREAS CEIVE CRANE TRAFFIC / LOADS. CONTRACTOR IS RESPONSIBLE FC EQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGEF D TRACK LOADS. MAINTAIN SAME STRENGTH AND REINFORCING IN 4B AS SUPPLIED FOR 4" SEGMENTS. ,f I ADJACENT TENANT 'D' F.F.E. = 54.67' a 1 FOUNDATION FLAN SCALE: 3/32" = 1'-0" U \1k �512F6 4 -a. Amp EDGE OF PANEL I -v = p tc) o I � I o` vm N PANEL JolNr %NE q.0 a I 0 I v U �PANE� JOiNr wiE r, T P:.PIEL JOINT CONE to o • w I a `'r-2A NEL JOINT NE NOTES: C.J. - INDICATES CONTROL JOINT OR CONSTRUCTION JOINT L - INDICATES FOOTING SIZE, SEE SHEET DS-1.0 FOR FOOTING SIZE AND REINFORCEMENT. PROVIDE ECCENTRIC BASE R's AT COLUMNS ADJACENT TO TILT PANELS TO AVOID CONFLICT OF PLATE AND WALL DURING COLUMN ERECTION PIER - 16"x 16" SQUARE PIER W/ 3000 PSI CONCRETE AND (4) #6 BARS VERTICAL AND #3 STIRRUPS 0 12" O.C_ (a)INDICATES STEP IN CONTINUOUS FOOTING (a) = TOP OF FOOTING* LOW SIDE (b) (b) = TOP OF FOOTING 0 HIGH SIDE ,.r REVISIONS # DATE DESCRIPTION 10/ 01/ 04 DSW SHELL & UPFIT This document is to 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 bo reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE onnmARKETPLACE AT SEMINOLE TOWNS CENTER SANFORD, FLORIDA CLIENT NORTH AMEFJCAN PROPERTIES NORTH AMERICAN PROPERTIES-ATLANTA 1080 HOL COMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWEL L , GA 30Q75 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE FOUNDATION PLAN SHEET NUMBER 0i r z I i !1 11 ROOF FRAMING PLAN �-31/ SCALE: 3/32" = 1'-0" NOTES: ,r' (XX'—XX") — INDICATES DECK BEARING ELEVATION JOIST BRIDGING IS NOT SHOWN FOR CLARITY. PROVIDE STANDARD BRIDGING FOR ALL JOISTS PER THE LATEST EDITION OF S.J.I. SPECIFICATIONS. JOIST MANUFR. SHALL VERIFY/COORDINATE ROOF TOP UNIT (RTU) WEIGHTS AND LOCATIONS WITH MECHANICAL DWGS. UPSILE SPECIAL JOISTS IF NECCESSARY. COMBO I — T56x6x'/4 B/STEEL = (+20'—O") TS6x6x'/4 B/STEEL = (14'-03/4") COMBO 2 — TS6x6x'/4 B/STEEL = (+20'-0") TS6x6x'/4 B/STEEL = (+14'-03/4") T35x4x'/4 B/STEEL = (+13'-61/4') TS7x5x'/4 B/STEEL = (+9'-5'/2') s.- Architecture - Interior [design - Planning mw* 770.3941616 &x 770.394.1314 K J U ANCHc3R g C D E F GH REVISIONS # DATE DESCRIPTION 10/ 01/ 04 DSW SHELL & UPFIT Th1e doc;urnent is p Phillipo Partnership. PC and io considered an Instrument of Service and is solaly for usa 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 1501 W.P. BALL BOULEVARD PROJ ECT AT SEMINOLE TOWNE CENTER ( )1 SANFORD, FLORIDA CLIENT NOM AMEMCM 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 DHL/RWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER ri ri ri K S S 'L i i I 1 ROOF FRAMING PLAN CS-3.1 SCALE: 3/32" = 1'-0" NOTES: ,41� (XX'—XX") — INDICATES DECK BEARING ELEVATION JOIST BRIDGING IS NOT SHOWN FOR CLARITY_ PROVIDE STANDARD BRIDGING FOR ALL JOISTS PER THE LATEST EDITION OF S.J_L SPECIFICATIONS. JOIST MANUFR. SHALL VERIFY/COORDINATE ROOF TOP UNIT (RTU) WEIGHTS AND LOCATIONS WITH MECHANICAL OWGS. UPSIZE SPECIAL JOISTS IF NECCESSARY_ COMBO 1 — TS6x6x1/4 B/STEEL TS6x6x1/4 B/STEEL = (14'-03/q") COMBO 2 — TS6x6xT/4 B/STEEL = (+20'-0") TS6x6x i/4 B/STEEL = (+14'-03/,4) T55x4x1/4 B/STEEL = (+13'-S1/4") TS7x5x1/4 B/STEEL = (+9'-51/2") Architecture - Interior Design • Punning ; 770.394.1616 1-770.3943314 RF p K J I w C D E F OH � AtJi71t3R 9 REVISIONS # DATE DESCRIPTION Q 10/ 01/ 04 DSW SHELL & UPFIT This document is Co Phillips Partnership, PC and is considered an instrument of Service and is solely for use with respect to the project as indicated below. All riyhts reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NOM AMERIICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAM BUILDING 200, SUITE 150 ROSWEL L , GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILL IPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE ROOF FRAMING PLAN SHEET NUMBER c'A10h&Admok bm;301 INDICATES COLUMN CEI`'T' SEE FOUNDATION PLAN COLUMN SIZE AND ORII SLAB .JOINT I— Z 0 I z 0 r� V) SQUARE OR ROUND TION POCKET SLAB JOINT E ROUND ISOLATION CKET WHEN JOINTS WILL NOT INTERSECT CORNERS. ' 1 1 TYPICAL PLAN VIEW OF ISOLATION POCKET CS--4•I / SCALE: NONE 7 1/ „ I 4 I �TILT -UP PANEL BEYOND (3) #4 BARS CONT. THRU DOOR F. FLOOR ELEV. z X x d X�r=.t x x- 4 13 6 L_ FTC. NOT SHOWN FOR CLARITY ' 5 SECTION THRU OPENINGS CS-4•I 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, M Q 4 p 4 - O --- 4__ —'x x_. x x x x—x o X X, y a .41 a_x:_ x x d N 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 1 TYPICAL CONTROL JOINT CS-4•1 SCALE: 3/4" = 1'-0" NEW POUR I OLD POUR 2'-0" 2,-0" TOOLED RADIUS EACH SIDE - d _ 4 y SEE PLAN FOR SLAB THICKNESS /2" 0 SMOOTH BAR (912" O.C_ / ��� COAT BOTH SIDES OF BAR TO PREVENT BOND 11 TYPICAL CONSTRUCTION JOINT CS— 4•I SCALE: 3/4" = 1'-0" 2X4 BEVELED KEY NOTE: CONTINUOUS 24 GA_ GALVANIZED PRE -SHAPED KEY MAY BE SUBSTITUTED G.C. NOTE: VERTICAL PANED REINFORCEMENT TO BE PL ACE ON A 3 1/16" TALL CHAIR. (2) #5 BARS CONT. AROUND All SIDES OF PANEL 1/2" JOINT 1 IF VERTICAL PANEL REINFORCEMENT- CLR,-- TYPICAL PER PANEL ELEVATIONS TYPICAL HORIZONTAL PANEL REINFORCEMENT PER PANEL ELEVATIONS 4. `I O ° d d EXTERIOR FACE OF PANEL J 3/4" CHAMFER TYPICAL —\ REVEALS (WHERE OCCURS) SEE ARCH FOR LOCATIONS NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB TYPICAL PLAN VIEW OF TILT -UP JOINT CS-4.1% SCALE: NONE 1/2" PANEL JOINT Z - 1 1/2 "H „ TILT -UP PANEL / PER PLAN 4' MAX TILT -UP PANEL PER PLAN I FLOOR SLAB PER FOUNDATION PLAN 2'-0" d x x-' X 3" CLR. A IIIIII=III=III - 2'—°" III —III- IIIII � ° d n i T l l l III=111 I I III ��III T III � JOINT 2'-0" �1 I N BA #5 CORNER BARS_ a 2 w w 4"_ 4 #4 CONTINUOUS 12 TYPICAL KEY JOINT AT SLAB LEAVE OUT �CS--4.1) SCALE: 3/4" = 1 "-0" 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_ SEE GEOTECH FOR SAME SIZE AND NO. REQU SUB -GRADE PREPARATION AS TYPICAL FTG. REINFORC ' C i TYPICAL FOOTING STEP DETAIL CS-4.1 / SCALE: NONE PANEL WIDTH + 1/2" JAMB STEEL AT GIRDER BEARING TYPICAL T/ FOOTING ELEV_ (SEE PLAN) T/ FOOTING ELEV_ , (SEE PLAN) 2-#5's CONT. ALL SI ES TYP. 71 SEE TYP. REINF_ SCHEDULE SEE DETAIL 2/CS-4.1 FOR PLACEMENT. IZZRI 15 CS-4.1 4,-0„ MAX. EXTEND BAR 2'-0" PAST EDGE a} OF OPENING CHAMFER ALL CORNERS OF OPENINGS. 13 TYPICAL PANEL REINFORCEMENT CS--4.1 SCALE: NONE Pi_ JOINT G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4 TALL CHAIR (NO REVEALS) AND 11/�" TALL CHAIR @ 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS S PAI\ 2" CLR_ G.C. NOTE: VERTICAL PANED REINFORCEMENT TO BE PLACE ON A 3 1/16" TALL CHAIR. 2" CLR. J U d 4 rw.ca-,rercv .:aara� q uo .a wmv a�.av' i,xixcvscam ar:.am .csasxa::m -- d Y • ,— .j T J #3 BARS @ 6" O.C. REVEALS (WHERE OCCURS) v SEE ARCH FOR LOCATIONS ¢ CARRY HORIZ. BAR 24" PAST EXTERIOR FACE EDGE OF OPENING. IF THIS OF PANEL CAN NOT BE OBTAINED, TERMINATE PANEL HORIZ STEEL W/ STD. 90' HOOK. NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB r3'� TYPICAL JAMB CS-4•I SCALE: NONE SEE FOUNDATION PLAN FOR COLUMN SIZE — ISOLATION POCKET SEE 1 /XXX S-4.1 THIS SHEET I— U _ D D D� —•D C7 D p D D w - tn � - LI - - _rc_ - w D D D w w V) _ U C o SEE FOOTING SCHEDULE FOR SIZE & REINF. TYPICAL INTERIOR FOOTING CS-4•1/ SCALE: NONE TYPICAL REINFORCEMENT SCHEDULE PANEL F.F.E. HEIGHTS TO D_B.E VERTICAL REINF. HORIZONTAL REINF. 18 FT #5s 0 15" #4s @ 14" 20 FT #5s C� 16" #4s Q 14" 22 FT #5s 0 14" #4s 0 14" 24 FT #5s Q '12" #4s Q 14" 26 FT #6s @ 12" #4s @ 14" 28 FT #6s 0 12" #4s C9 14" — ADD (2) #S BARS x 8'-0" AT EACH SIDE OF OPENING ADD (2) #5 BARS x 4'-0' AT EACH CORNER- FINISHED FLOOR ELEVATION_ JOINT 2'-0" �I Q N (2) #5 CORNER BARS_ 1/,,' ,1nINI 6" 6"; (4)- /2» i HEADED L4x4x3/gn x 0'-5" 1 CONN_ 2'-0" A_F_F_) 1 CONN. (9 MID HEIGHT) 1 CONN. V-0" BELOW T/WALL) U.N.O_ ON PANEL ELEVATION INTERIOR EXTERIOR �� p TYPICAL CORNER DETAIL K J I CS-4.1 SCALE: NONE F c H 6" X 6" X 3/8" W f 4- 1 /2"0 X 3 1 /2' LONG HEADED STUBS 1/2" JOINT ° . Z, d 4 1 " CLR. �41 L 4 X _r X 3/3" X O"-ID ^ 1 CONN. 2'-0" A.F.F.) 1 CONN_ Cc) MID HEIGHT) 1 CONN_ 1'-0" BELOW T/ WALL) Ti U.N_O_ ON PANEL ELEVATION n d � INTERIOR EXTERIOR n dd ' 8 TYPICAL CORNER DETAIL CS-"4.7 SCALE: NONE A PNMQR g C 0 CONSULTANT ; A ! UIPSON HIL W/ SSOCIATES (4)-� Ox 31/2" LONG HEADED STUBS (PP3) 1550 NORTH BROWN ROAD SUITE 100 _1" CLR_ LAWRENCEVILLE. GEORGIA 30043 - 1/0, 770.491,7550 FAX 770.491•7750 G SEAL r J O V V V c, V L4x4x3/g„ 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 V TYP. 1/4n 3" a INTERIOR EXTERIOR REVISIONS A V G.C. NOTE: STIRRUPS TO BE PLACED ON 3/4 TALI_ CHAIR (NO REVEALS) AND 11/2 TALI_ CHAIR O 3/4" REVEALS VERTICAL JAMB REINFORCEMENT PER PANEL ELEVATIONS SEr PANEL ' 9 TYPICAL, CORNER DETAIL CS- I SCALE: NONE G.C. NOTE: VERTICAL PANED RF_INFORCEMENT TO BE PLACE ON A a 1/16" TALL CHAIR_ 3 „ CLR_ 3/4„ CI R. J JOINT • a a a a x, /^..mastvul ut+nmwWW c:;x::.:•�tl � avwa 'aa'N..vWvvvJ wvw•:w'.:, im-:w�ug s=jyT.rwa.V <m•mriai3 a.:umvr..•! icn'.'r.•u'<tl +wcw' .- y o • a ` a • jam, #3 BARS Q 6" O,C_ �REVEALS WHERE ( OCCURS) ............ I SEE ARCH FOR LOCATIONS = 2-#5's CUNT. ALL SIDES TYP_ ---- �� ....... CARRY HORIZ. BAR THROUGH EXTERIOR FACE # JAMB REINFORCING_ IF THIS OF PANEL ................� �� I /� CAN NOT BE OBTAINED, TERMINATE 1 5 BARS C9 14" O.C_ HORIZONTAL PANEL HORIZ STEEL W/ 4 BARS (918" O.C. VERTICAL STD_ 90' HOOK_ F .... . SEE DETAIL 2/CS-4.1 FOR PLACEMENT. NOTE: CAST EXTERIOR FACE OF PANEL DOWN ON SLAB . .� 15 TYPICAL STRONC'BAND CS-4.1 SCALE: NONE PANEL WIDTH + 1/2" 2" CL. TYP_ - T = #5 BARS EACH - w SIDE OF OPENING _ _ CD o `.T CS_4 vi a 0- V) SEE PANEL ELEVATIONS - - Q FOR JAMB REINF_ - T FINISHED FLOOR o N - _ - ELEVATION_ a .......... . CHAMFER ALL CORNERS OF OPENINGS_ 14 TYPICAL PANEL REINFORCEMENT CS-4•1 % SCALE: NONE # DATE DESCRIPTION 10/ 01/ 04 DSW SHELL & UPFIT This document is p Phillips Partnership, PG and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. AJI rights reserved. ThFs document may not be reproduced without the prior written consent of Philips Partnership, PG. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT =i M� }� p �tx !A ' kM. 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 DHL/RWG DRAWING TITLE FOUNDATION AND PANEL SECTIONS AND DETAILS SHEET NUMBER FINISHED PER CIVIL FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV_ (0' — 0") #4 BARS x 4'-0" @ 2, 1 SECTION AT WALL ��—��� SCALE_ 3/4" = 1'—O" '3 CS--4.2 I/y"" I ran r.ir ci r"vA r'Innlc SECTION AT COMMON WALL SCALE: 3/4" = 1'—O" F. FLOOR ELEV.� (p'-p") FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV. (0,-0.) r RS x 4'-0" O 24" O.C. FLOOR SLAB PER FOUNDATION PLAN F. FLOOR ELEV. (0'-0") #4 BARS x 4'-6" @ 2, /2 CS-4,2 /4 CS-4. clr'r- nAnlrl f l CVA-rinKlC SECTION AT COMMON WALL SCALE: 3/4" = 1'-0" SECTION THRU DOCK LEVELER SCALE: ,3/4" = 1 '-0" FLOOR SLAB PER FOUNDATION PLAN F, FLOOR ELEV. (0'-0 ) RS x 4'-6" Q 24" O.C. Architec ire - Interior sign -Planning 770,394J616 1t 770.3943314 RE K J I I11 E F G H A AHCHOR 8 C D REVISIONS # DATE DESCRIPTION 0 -10/ 01/ 04 DSW SHELL & UPFIT 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. Al rights reserved. This document muy not be reproduced without the prior written consent of Phillips Partnership, K. TENANT 1501 W.P. BALL BOULEVARD PROJ ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT -�w Y � i NORTH AMERIC N PROPERnES NORTH AMERICAN PROPERTIES -ATL ANTA 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 DHURWG DRAWING TITLE FOUNDATION AND PANEL SECTIONS AND DETAILS SHEET NUMBER (m low 4 a 2 a CONT. L2x2x 1/4" METAL GRATING — WELD ANGLES TO SEE ARCH_ EMBED. ANGLES _ CONT_ GALV_ L2x2x �/4" W/ CONTINUOUS S %-0 HEADED STUDS 16" O.C. i V) w - CE 1 apj 4 PROVIDE #4 "U"-BARS 1'-0" @ 16" O.C. ' 1 1 TRENCH DRAIN DETAIL CS-4.3) SCALE: 3/4 = 1'-0" GALV. L7x4x%"(LLV) x 6" 5'-0" POUR STRIP LONG W/ 3/4" DIA. STAINLESS HILTI HAS—E ANCHOR RODS ® WALL & SEE PANEL ELEVATIONS ¢ w FTC, ANCHOR TO FOR TYPICAL REINFORCEMENT- � a � WALL/FOOTING USING HILTI - _0- o HIT HY 150 ANCHORING 11 Q SYSTEM_ MIN. ROD x ~ Y � PROVIDE 1/2" EXPANSION JOINT BETWEEN a •� EMBEDMENT=65/g". PLACE Q a FLOOR SLAB AND TILT —UP PANEL ANGLE 1'-6" FROM EACH a w EDGE OF PANEL. y a — Lu /3\ a p 1'-10" MIN_ � LAP SPLICE � a o 0 to 1 c] r o cX 0r fc #4 BARS x 4'-0" @ 24" O.C- c ws #4s @ 24" O_C. BEND < 1 ,2>i EA_ BAR 4'-8" V 5 #5S @ 12" O_C. INTO SLAB. � #5s @ 12" O.C. � #5's @ 12" 0-C_ #4s @ 12" O.C. 2" CL . TYP_ DOCK SLAB PER c FOUNDATION PLAN DOWELS SAME SIZE &_ SP. AS VERTICAL REINF. of � -� 9 _ L' 7,. 0 c Q ° I ° (4) — #4 BARS CONT. #4 BAR @ 12" O.C. TYP. ' SECTION THRU DOCK WALL CS-4-3 SCALE: 3/4" = 1'-0" 3/g" CHAMFER BUILDING FINISHED FLOOR ELEV. SEE FDN PLAN) SEE ARCH FOR RAILING INFO. EMBED INTO CONCRETE 8" MIN. 4 5 #4' -1 n_ -1 1 /2" CL_ 6" SLAB W/ #3 BARS ° @ 12" O.C. BOTH WAYS @ MIDDEPTH SEE CIVII — #5'S @ 12" O.C. 6 / 4'S AS SHOWN ' 2 1 RETAINING WALL SECTION CS-4.3% SCALE: NONE " 7 )1 SECTION THRU DOCK WALL CS-4.3 SCALE: 3/4" = 1'-0" `'/4_" CHAMFER 6" SLAB W/ #3 BARS @ 12" O.C_ BOTH WAYS @ MIDDEPTH J, SEE ARCH FOR RAILING INFO. EMBED INTO CONCRETE 8" MIN. EVEL BACI LL #5'S @ 12" O.C. 6 KS AS SHOWN 3 ), RETAINING WALL SECTION CS-4.3J SCALE: NONE 4 STOREFRONT SECTION CS-4.3 SCALE: NONE T/WALL = (+8'-0" MAX.) ABOVE GRADE PROVIDE HORIZONTAL JOINT REINFORCING AT 16"o-c VERT_ 4'-0" GROUT FILLED 8" U—BLOCK BOND BEAM WITH 2—#5 BARS CONTINUOUS ISCONTINUE REINF. AT LASHING WALL SHALL NOT "RETAIN" MORE THAN 8" OF DIRT PROVIDE #5 BARS ' 3 i SECTION AT SCREEN WALL CS-4.3j SCALE: 3/4" = 1'-0" An SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491,7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 0 10/ 01/ 04 DSW SHELL & UPFIT This document is 0 Phillips Partnership, PC and ie considered on Instrument of Service and is -oley for o:.e with rasped to the project as indicuted bellow. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, Pc. TENANT 1501 W.P. BALL BOULEVARD PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT kY^ Ott �, t NORM-! AMERCAN 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 DHL/RWG DRAWING TITLE FOUNDATION AND PANEL SECTIONS AND DETAILS SHEET NUMBER %15 = 49*Aj"' 1 1, a (4) #3 A706 BARS, 1 SECTION CS-5-1 SCALE: NONE T. PARAPET ELEV. (SEE PANEL ELEVATIONS) DECK BEARING ELEV_ ` P (SEE FRAMING PLAN) �1 5"x121/2"x1'-111/2" BLOCKOUT FOR JOIST GIRDER BEARING. 3/ "x231/2" LONG BENT PLATE w/ (4 #3 x 4'-0" LONG A7Q6 REINFORCEMENT AND (4) /2"Ox4" LONG HEADED STUDS (7" GAGE). 5" (4) 1/2"0 HEADED STUDS GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS T lllf T WELD JOISTS TO or 2M ° L.3x3x 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/CS-5.1 FOR ANGLE TO ANGLE SPLICE DETAIL_ MIN PER 1/4� , 2„ SJI JOIST PER 6 FRAMING PLAN —�51 9 DO NOT WELD BOTTOM CHORD OF GIRDER TO ANGL E. L5x31/ "39" LONG /4 x0„EMBEDMENT N/ (2� /2'"0x4 EXPANSION ANCHORS. r2 SECTION CS-5-1 SCALE: NONE SEE DETAIL 3/CS-5.1 FOR SPLICE OF CLOSURE ANGLE f MIN PER SJI 1/4" 2" II II BEARING PLATE. G.C. NOTE. SEVERAL ITEMS NOT SHOWN FOR CLARITY. BLOCKING PER � \ ARCH. T/PANEL SEE PANEL ELEVATION a• 4X4"X1/4" CONT. ANGLE w/ 1/," 0 X 5" HEADED STUDS @ 18" O.C_ 16" M WELD EA( SIDE OF —UP CONCRETE L PANEL SEE SECTIONS FOR CLOSURE CHORD ELEMENT (Fy = 36 k_>.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 CS-5.1) SCALE: 11/2„ = 1'-0„ L3x3x 1/4" CONT. WELD L TO JOIST, WELD DECK TO ANGLE. TS21/ "x21/ "x3/ x 6" LONG ROOF DECK PER CENTERED BETWEEN JOISTS FRAMING PLAN FULLY WELD TO ANGLE SHOOT TO DECK �J GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION_LtL OF ALL EXTERIOR REVEALS JOIST PER FRAMING PLAN. 7 SECTION AT JOIST BEARING W/O PARAPET CS-5.1 SCALE: 3/4" HEADED STUDS #3 A706 BARS CONNECTION CS--5.1 SCALE: 1 1/2" DECK BEARING ELEV. ROOF DECK PER (SEE FRAMING PLAN) FRAMING PLAN JOIST GIRDER PER FRAMING PLAN TYP. JOIST GIRDER BEARING NOT AT PANEL JOINT CS-5.1 SCALE: 3/4" = 1'-0" L3x3x 1/4" CONT. In /7WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/ "Ox4" LONG ANCHORS @ 32" O.C_ SiE DETAIL 3/CS FOR ANGLE TO ANGLE SPLICE DETAIL. 121/2"x 1 13/4" BLOCKOUT ON EACH SIDE OF PANEL t/4 2 MIN PER JOINT FOR JOIST GIRDER 51 /4 1/4„ 2" SJI BEARING. ° AT SIM. PROVIDE 121/2"x231/2" BLOCKOUT_ JOIST PER 3/, "x5"x1 1 1/ " BEARING PLATE w/ 10 FRAMING PION 2) 1/2 Ox4" LONG HEADED STUDS Cs-5.t (7 GAGE). 4 AT SIM. PROVIDE (2)-3/g"x5"x1 1 t/2" BEARING PLATE_ d DO NOT WELD BOTTOM CHORD OF GIRDER TO ANGLE. ° n d GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS NNG 5x (2 4 "1/ 0x" EMBEDMENT c2DMENT / � /2 EXPANSION ANCHORS. EXTERIOR FACE OF TILT —UP WALL BLOCKING PER ARCH. I D. BEARING & TOP OF PANEL ELEV. (SEE FRAMING PLAN) L3x21/9"x'/8" (LLH) CONT_ w/ 1/_'x4" HEADED STUDS Q 18 O.C_ AT PANEL JOINTS SPLICE ADJACENT ANGLES USING CHORD SPLICE DETAIL 3/CS-5.1. .l a ° d ,ns d 1/2"x "x WITH SLOT Tl GC NOTE: REFER TO ARCH r DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS �4 TYPICAL TUBE CONNECTION CS-5.1 SCALE: NONE 71/4" TILT —UP PANEL WELD DECK TO 3X21/2X%" (LLH) CONT. EMBED ANGLE PER DECK ATTACHMENT PATTERN. 1/2" 0 EXPANSION BOLT AT TYP. B.A.C. (B.A_C. BY JOIST MANUFACTURER.) METAL DECK PER FRAMING PLAN. STD. BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG. JOIST PER FRAMING PLAN_ 8 SECTION AT DECK BEARING W/O PARAPET CS-5.1 SCALE: 3/4" ROOF DECK PER FRAMING PLAN JOIST GIRDER PER FRAMING PLAN NOTE: SIM. CONDITION OCCURS WHEN JOIST GIRDER BEARING IS NOT A PANEL JOINT. 9 TYP. JOIST GIRDER BEARING Q KNOCK —'BUT CS-5.1) SCALE: 3/4" MIN PER il II II 14 BEARING PLATE. G.C. NOTE: SEVERAL ITEMS NOT SHOWN FOR CLARITY_ SIN —A 1/2" PANEL JOINT 1O CONNECTION CS-5.1 SCALE: 1 1/2" = 1'-0" HEADED STUBS REVISIONS # DATE DESCRIPTION 10/ 01104 DSW SHELL & UPFIT This document is 4D Phillips Partnership. PC and i6 considered an Instrument of Service and is solely for use with resPact to the project as indicated below. All rights reserved. This document may not be reproductd without the prior written consent of Phillip Partnership. PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT 0, ^ � NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 160 ROSWELL, GA 30075 TEL (770) 646-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE —- 05/14/04 DRAWN BY/CHECKED BY DHL/RWG DRAWING TITLE® FRAMING SECTIONS SHEET NUMBER CS=5ml T. PARAPET ELE (SEE PANEL ELI D. BEARING ELEV. (SEE FRAMING PLAN) GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS L3x3x 1/4" (LLV) CONT. CLOSURE WELD DECK TO ANGLE] EXP_ BOLT L TO WALL w/ ,�" o x 4" EMBEDMENT @ 32 O_C_ SEE 3/CS-5.1 FOR SPLICE DETAIL. \\ 1 0 EXPANSION BOL T 7 AT TYP. B.A.C. (B_A_C. BY JOIST MANUFACTURER_) JOI FRA METAL DECK PER FRAMING PLAN, STD. BRIDGING PER SJI SPECIFICATIONS BY JOIST MFG_ T PER v ING PLAN. I SECTION AT DECK BEARING W/ PARAPET CS-5.2/ SCALE: 3/4" = 1'—O" 71/4" SEE SHEET CS-6.1 FOR PANEL DESIGNATIONS & CORRESPONDING PANEL ELEVATIONS / REINFORCING ON SHEET CS-6.1 _ (NOT SHOWN FOR CLARITY) EMBED. PL WITH 6-3/4"0 HEADED STUD ANCHORS - TILT —UP PANEL NOTE: DECK AND JOISTS OMITTED FOR CLARITY 5 s STD_ DOUBT E ANGLE ID CONNECTION BEAM SEE P LAN ' 4 TYP. BEAM BEARING DETAIL CS-5.2J SCALE: 3/4" = 1'-0" (NON -PANEL JOINT) 01 EXTERIOR FACE OF TILT —UP WALL T_ PARAPET ELEV. (SEE ARCH FOR EXTENT) (3) #4 BARS HORIZONTAL ONE AT TOP AND BOTTOM AND ONE IN BETWEEN_ KEEP VERTICAL JOINTS AT PANEL JOINTS. DO NOT POUR CONTINOUS AND LOCK —UP TOP OF PANELS. NOTE_ TO FABRICATOR: IF TS BEAM VS_ WIDE FLANGE BEAM, PROVIDE WT/ANGL E CONNECTION VS DOUBLE 71/4" TILT —UP PANEL ANGLE'S SIMILAR TO 4/CS-5.1 _ NEW CONCRETE TO BE POURED AFTER PANELS ARE IN PLACE, SEE ARCH FOR EXTENT #15 DOWELS © 14" 0_C. EMBED BARS 7 /2" INTO CONCRETE_ PANEL UTL 17_ING HILTI HVA ADHESIVE SYSTEM_ 0 EXTERIOR FACE OF TILT —UP WALL T. PARAPET ELEV_ (SEE PANEL ELEVATIONS) �t v 1 3/16" 3» DECK BEARING ELEV. 3/16$' 3" _ (SEE FRAMING PLAN) 3/g"X6" CONT. WITH J 1 /2" DIA. X 4" LONG HEADED STUDS AT 12" O.C. N � n GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS 71/4" TILT —UP PANEL �— SEE 7/CS-5.2 SEE ARCH. FOR LOCATION/EXTENT L3x3x I/4" CONT. WELD L TO JOIST. WELD DECK TO L, EXPANSION BOLT L TO WALL w/ 1/2" OW LONG ANCHORS @ 32" 0_C. SEE DETAIL 3/CS-5.1 FOR ANGLE TO ANGLE SPLICE DETAIL_ 1/8 1 MIN PER /$" 1 SJI ROOF DECK PER FRAMING PLAN L5x31/2"x5/g"x0"-9" LONG LLV CONNECTION ANGLE. (G.C. NOTE: IN LIEU OF L SHOWN, A L4x4x1/4 D w/ 0STIFF' LONG G MAY BE USE /g JOIST PER FRAMING PLAN_ ' 2 SECTION AT JOIST BEARING W/ PARAPET CS-5-2 SCALE: 3/4" = 1'-0" SEE PLAN FOR BEAM SIZE STD. DOUBLE ANGLE A.I.S.C. CONNECTION NOTE: OFFSET 6" 6" OF R AS NEEDED AT PANEL EDGE 1'-0" CONDITIONS NOTE: AT SIM CONDITION, PROVIDE ECCENTRIC EMBED PLATE DUE TO EDGE OF PANEL_ 5 BEAM BEARING DETAIL CS-5.2 SCALE: 3/4" = 1'-0" EXTERIOR FACE OF TILT —UP WALL T_ PARAPET ELEV. (SEE PANEL ELEVATIONS) DECK BEARING ELEV. (SEE FRAMING PLAN) GC NOTE: REFER TO ARCH DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS 0 71/4" ILT—UP PANEL SEE 7/CS-5-2 SEE ARCH_ FOR LOCATION/EXTENT L5x3x1/4" (SLV) CONT. WELD L TO JOIST. WELD DECK TOIL, EXPANSION BOLT L TO WALL w/ �/2" Ox4" LONG ANCHORS @ 32" 0_C. SEE DETAIL 3/CS-5.1 FOR ANGLE TO ANGLE SPLICE DETAIL. .:J STEEL BEAM SEE PLAN h a 4 3 SECTION AT COL LINE "690" CS--5.2 SCALE: 3/4" = 1'-0" T.S. COLUMN ,y SEE PLAN FOR SIZE7 /4 TILT —UP PANEL L5x5x 1/4" x 0'-5" L G_ FULLY FIELD WELD TO COLUMN AND TUBE TOP AND BOTTOM ' 0 TUBE TO FACE OF TUFF CONNECTION CS-5.2SCALE: NONE_ 4—#10-16 SCREWS EACH STUD. TYP. T. PARAPET ELEV. (SEE ARCH.) 5"x5"x5" LONG x 16 GA CUP ANGLE W/ 2— 3/16"0 HILTI KWIK—CON II FASTENERS (13/4 MIN EMBED) AT EACH STUD_ WELD L4x4xY4 STRUT TO TOP CHORD OF JOISTS '4 L3x3x1/4" (LLV) CONT. CLOSUPoE WELD DECK TO ANGLE EXP_ DECK BOLT L TO WALL w/ 1/ "o METAL DECK PER FRAMING PLAN_ \---\-------�._1 \_1 \__J �___1 \__l— \._..1___` T/3TEEL- 4 x 4" EMBEDMENT @ 32 O_C_ — - DBE SEE 3/CS-5.1 FOR SPLICE DETAIL- _ D. BEARING ELEV. 0 0 (SEE FRAMING PLAN) \ 1 W—BEAM FOR JOIST JOIST \` COPE ENDS AS SHOWN BEYOND BEYOND FOR CONNECTION TO NEW L6x6 LEG 1/2" STD. BRIDGING PER 0 EXPANSION BOLT SJI SPECIFICATIONS s WELD NEW L6x6x/a 4 4 AT TYP_ B.A_C_ (B_A_C_ BY JOIST BY JOIST MFG. L3x3x 1/4" STRUT SUPPORT LEG (FOR MANUFACTURER_) NEW W—BEAM) TO a EXISTG. JOIST GIRDER JOIST PER FRAMING PLAN. JOIST GC NOTE: REFER TO ARCH GIRDER DRAWINGS FOR LOCATION OF ALL EXTERIOR REVEALS r8__ BEAM TO GIRDER CONNECTION 0 SECTION OF ADDITIONAL HEIGHT TO TILT PANELS CS-5SCALE: 3/4„ = 1'-0„ CS-5. SCALE: 3/4" = 1'-0" ROOF DECK PER FRAMING PLAN JOIST PER FRAMING PLAN. 0 EXTERIOR FACE OF TILT —UP WALL OR 8", 20 GA 4ETAL STUDS @ 6" O.C. SEE ARCH 'OR SIZE AT VARIOUS OCATIONS. 6" OR 8", 20 GA METAL TRACK EACH END_ TYP, PARAPET CONNECTION SCALE: 3/4" = 1'-0" REVISIONS # DATE DESCRIPTION Q 10/ 01/ 04 DSW SHELL & UPFIT This document is 0 Phillips Portnership. PG 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 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TONNE CENTER SANFORD, FLORIDA CLIENT 1,I w 4 h 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 DHL/RWG DRAWING TITLE CANOPY FRAMING SECTIONS SHEET NUMBER Ua2EL r T/PARAPET (SEE ARCH) D-B_E_ (VARIES) B/STEEL (+20'-0") B/STEEL r(+ 14 —03/4 ) F- F- E- 6005162-43 METAL STUDS 0 16" O.C. TYP. U.N.O. L3x3x1/4" CONT. ANGLE WELD ANGLE TO JOISTS WELD DECK TO ANGLE SHOOT STUDS TO ANGLE W/ (2) 0,145"0 HILTI X—DNI PINS @ 16" 0_C_ TS6x6x 1/4 400S162-33 METAL STUDS @ 16" O.C, SCREW 4" STUDS TO 6" STUDS W/ #10-16 SCREWS @ 12" O.C. (3) SCREWS MIN_ TS6x6x 1/4 CONCRETE CURB W/ 1-#4 BAR CONT_ SEE ARCH FOR EXTENTS 7 5'-6» 7' —1 7 7 I 600S11}%-4,1 METAL STUD Y:N<t',K�-;RS PROVIDE 16 A_ RUNNER 0 DE G U °�lER SHOOT RUNNER TO ANGLE W 2 0.145"0 HILTI X—DNI PINS f Cry 16" Q.C. t S GREW FLANGES OF RUNNER TO FLANGES OF STUDS 1 W/ (2) #10-16 SCREWS T 1 .`c a METAL DECK ` SEE PLAN N I. 230 PLF I I I METAL JOISTS SFF_ Pir\N - Jj STEEL BEAM W 14x22 SEE PLAN hJ I 3 i� "x 12" cc}Nr_ 4— S _ C � IIII I WcLU �. TO JOISTS IPI[�OVIDE L6x6x5/i6 CONT_ j 1 4?IELD ANGLE TO W I_D DECK TO j TS GOLUIv1N iN :`C)RFGRO1.JNfJ TS COLUMN IN TS COLUMN IN fS COLUMN IN FOREGROUND r RF 'ROUND OR_GROUND F U _C� FOREGROUND i 600S162 — 43 I1 `'STUD FRAMING "@3) r' 600T200-48 MEfA TRACK_ SHOOT To TUBE W/ 2— HILTI X—DNI PINS 8" O_C_ 'I I -I I i I i I I I I� I I I ��I I II i i I i I i I j I I ii II ' ICI SEE FOUNDATION PLAN I � FO R SLAB AND TURNDOWN TAI D E LS ��jf� i f •lLi 1 I J d r� ,. 1 ,: r roc y, � ¢•' '' x y�j3N Yl ` A✓ !'.� (7T'.. _ .I7 a,sv. r . �''F ! .. • 1 i 1 CL`]..1., P Se My ?�U.}'� ._.�..,��'..4. ..... , Y CS-5.3lliI-., CAk_E,.; 1 f r;' T/PARAPET SEE ARCH_ D_B_E_ B/STEEL (+20'-0") 13"IT3"ly 4'-0" �3' 3'-9" 40OS 162-33 METAL 5'-1 1" STUDS @ 16" U.C. SEE ARCH_Nil j 600`- 162-43 M TAL 16U0 CKICKERS 600S 162-43 METAL_ PROVIDE 16 GA. RUNNER — STUDS @ 16" O.C. S'HOOT RUNNER TO ANGLE W/ (2) TYP_ U.N.O. 0.145»95 HILTI X--DNI PINS 16" 0 C. SCREW FLANGES OF RUNNER I T F1N F.T t..r GES 0 STUDS " 1 / (2) # 10—'16 SCREWS 3xc x CONT. ANGLE L 3 /4 CO —� WELD ANGLE TO JOISTS 1 WELD DECK TO ANGLE SHOOT STUDS TO ANGLE `D a W/ (2) 0,145"0 HILTI F METAL DECK c ro O.C. SEE PLAN X—DNI PINS l 350 Pi ., — - -- _ wLL_ .�;• N'16x31 Bx 12" r, �y WELD rr TO JO1S`iS PROIi�IDI: LFax.6x'/16' COt�IT. METAL JOINT. - WELD A IGI._z T{) �' SEE PLAt`I ' . 4005162-33 METAL WELT- DECK TO \ ; STUDS @ 16" O.C. SCREW 4" STUDS TO 6" STUDS W/ #10-16 SCREWS @ 12" O.C. (3) SCREWS MIN_ +� - 600S162-43 METAL STUD FRAMING @ 16" O.C_ 600T200-48 METAL TRACK_ SHOOT TO TUBE W/ 2— HILTI X—DNI PINS @ 8" O.C. -- TS6xE 1/4 TS41/2x4 /2x 1/4" \y (2' CANOPY SECTION I;lx1=Aht/��.1rE r.: t C SCALE: 1:f2" . � 6 ,i �;CUC'If'KF PROVIDE 16 GA: RUNNER. S; I UDS, C} '16' O.G: \ j SHOOT RUNNER TO ANGLE-,W/! (2 : 'IYP. U.N.O. 0.14-5"0 HIL_11X--DNt; PINS.' \ @ 16" O_C. SCREW FLANGES'- OF' RUNNEL TO FLANGES',:OF STUDS.* 1 \ W/ (2) #10 16,,,SCRE-WS"_. 1 ! f'I.UVIUl. lei Ch, Hi - SHOUT RUNNL.R' TO rt Yd/ (2) HIL11,x9•DNI PINSx n 1 ® 16" O.C. O `;GR"Y FLANGES OF RUNNER N 10 FLANGES Or STUDS Vel (2) 010--16 SCREWS 250' PLF 1'/5TEEL VARIES (SEE PLAN) O CONT. C6x8.2 W/ \ METAL JOISTS CUNT. t/,.xi2" It STEEL BEAM SEc PLAN WELD it 16 Joar SEE PLAN METAL JOIST SH00't TRACK TOR �. 0 12" O.C. W/ HILTI SEE: PLAN W/ '/q" STIFFENERS 9XT O o r 3/$»x 1 -Z CONT_ WELD R TO JOISTS PROVID' L6x6x�?/rs" . CONT_.WEL-ANGL.. c.► TO CANOPY R"E'':TUR�N S r .C.TI.t�N:' ,. WELD :DECKE-TO Cam" 5.3, SCALE: 1 /2» = 1 '-0" 1 770,394.1616 1- 770.3941314 REVISIONS DATE DESCRIPTION 0 10/ 01/ 04 DSW SHELL & UPFIT This document is ro Phillips Partnership, PC and is considered an Instrument of SQrvice and is solely for use with respect to the project us indicated below. All rights reserved. This document al not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJ ECT AT SEMINOLE TOWNE CENTER SANP'i RD, FLORIDA CLIENT NORTH AMEMCM PROPEinES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWEI L , GA 30075 TEL (770) 646-6566 FAX (770) 643-9540 PHIL LIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE_ CANOPY SECTIONS SHEET NUMBER D_B-E-,d EL L. 19'-9' T/PANEL EL. 19'-61/2" PANEL REINFORCEMENT PER DETAIL 13/CS-4.1 F-F_E- ELEV_ 0'-0" B/PANEL ELEV- (-0'-1 1 "), T/FTG_ ELEV_ (-1'-0") 121'-0" 3V-9" 31'-1" 31'-1" 31'-1" 11'-4" 10'-0" 10'-0" 11'-10" 11'-10" 10'-0" 10'-01, J J W w [i z 2 a ~ CP-1 1 CP-2 `' CP-3 9 GP-4 0 o CP-5 �," CP-6 " CP-7 " GP-8 w w , W w w L w I'i w rl; w c� z z z z= z CL - •t ,- w Cl-rJ a r.� cr r� w � a c� � c�' c� cal � �y T/PANEL _ T PANEL EL_ 27' - 1 1/2 (3 -#6 BARS (3)-#6 8 ' - EACHFACE W/ EACH FAC W� EAG F FACE W/� EACH FACEW� 2 D-B_E- _ _ _ #3 TIES 0 6" D.C.#3 TIES 40 6 .C. #3 TIES 0 6" O.C. #3 TIES C6 0.(. EL. 23'-6 /2 (3 -#6 BARS (3)-#6 13ARS (3-#6 BARS (3)-#6 6 S EL_ 23'-6 t/2" EACHFACE W EACH FACEW EACH FACE W/ EACH FACEW1 #3 TIES 0 6" O_C. #3 TIES 6� .C. #3 TIES 0 6" O.C. #3 TIES H 6 _C- , FA BARS FACE W/ # TIE3 ® 6" O.C. (3 -#6 BARS-, (3)-#6 B)RS 2'-0" (3 -16 BARS (3)-#6 S EACHFACE W/ EACH FAC 'N1 2 0 EA C FACE W/ EACH FACE:W,/ #3 TIES 0 6' O.C. #3 TIES 6 C. #3 TIES 9 6" O.C, #3 TIES 9 6 .C. (3)—#6 BARS (3 —#6 BARS (3)—#6 BARS EACH FACE W/ EACi FACE W/ EACH FACE W/ #3 TIES 6 X. #3 �IES ® 6' O.C- #3 TIES 6 C. ANE' REINFORCEME11T PANEL REMORC'E 1ENT PAI EL REINFORCEMENT PA IEL RFINFORCE iIEN I PANE REINFORCEME If PAI'EL REINFORCED ENT PANEL REINFORCE FNT DANEL REINFORr EMEIIT PER D TAIL 14/CS-4 1 PER DETAIL 14/CS 4.1 PER DFTAIL 14/CS 4.1 PEP DETAIL 1,I/C;S 4.1 PER L ETAIL 14/CS- . 1 PER DETAIL 14/CS 4.1 PER DETAIL 14/CS 4.1 P' R DETAIL 14/1 S 4 1 Z, -0,. 2' 0., Z. I 0" Z - -0" 2 2� 011/ 31 0„ Z.- 0., AJ- 3] 4" 6'-U" 6'-0" 6' -0' - f 6'-0" .3'- 0" 3'-10" /(),�7E- G ENI 1G EN G C FN IG 0 CN lk 0 'EN 1G EEN 1GF_F_E. ELEV_ 0'-0" F_F.E. ELEV_ -0" \F.F.E. ELEV- 0'-0" F.FI � -- ---- _ r ,� / F.F.E. _-- - -_ B/PANEL ELEV, (-0'-7") B/PANEL ELEV. (-1'-3")� ---- T FTG. ELEV.-"1'-4" T/FTG- ELEV_ (-0'-8") T/FTG- ELEV_ (-0'-8") / ( )CA ('1 FRONT WALL PANEL ELEVATION 1 G F E D A 190'-0" 4" 38'-0" 38'-0" 38'-0" 38'-0" j .37'-8" 9'-43/4 15'-0" 15'-0" 15'-0" 15'-0" 1 i'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'I-0" 15'-0" 15'-0" w z " CP-19 CP-20 CP-21 CP-22 =" CP-23 P-24 CP-25 CP-26 CP-27 GP-28 =" CP 29 CP-30 �- GP-31 C B W W W W W W Iw w Z L z W W W W W Id w w z w z z i i 1 3t 7-8W j. T PANEL EL_ 27'-1 1/2" T PANEL _ — — — — T — — — — — — - - EL.23-G1/2" DE EL_ 23'-10" — — DBE �` — — T — — — — — GIRDER B RING SEEt HEET 5/CSER I 5.1 EI - 20'-21/ " `r GIRDER BEARI G SEE SHEET 5 CS--5.1 04 2 GIRDER BEA NG SEE SH ET 5/CS 5.1 SEE SHEET 5/C -5.1 (PANEL PANEL REINFORCEMENT (6-#6 BARS- PER DETAIL 13/CS-4.1 -EAC FACE W/ (s)-#s BARs (s)- s BARs (6)-#s eAuS-_REINFORCEMENT #3 TIES c9 6' O.C- / EACH FACE W� � EACH CE 'N� EACH FACE W/ � - PANEL REINFORCEMENT PER DETAIL 13, rS-kl. r PANEL REJIJFORCEMENT #3 TIES O 0- PANEL REINFORCEMENT #3 TIES ®6' 0- - PANEL RREINFORCEMENT #3 TIES 4n O.C. (PANEL REINFORCEMENT PER DETAIL 13/CS-4. PERDETAIL 13/CS-4. - PER DETAIL 13/CS-4. PLR DEIAIL 13/G'S 4 PER DEIAIL 13/CS-4.r. �ANEL PANEL REINFORCEMENT 5-4. PANEL REINFORCEMPER DETAIL 13/CS- PER DETAIL 13/CENT REINFORCEt ENT PANEL REiwopc MENC PAN[L REINIFOR1 EMENr PFR DETAII 1 3/CS 4. EINFCRCEMENT PER DETAIL. 13/C' - 4. PER ETAIL 13/ S-4, t P NEL PFR DFT IL 13 CS-4, I F.F.E- ELEV_ 0'-0" T r F_F_E_ ELEV_ 0'-0" ll F.F.E. (3/PANEL ELEV. (-0'-11'` L — — ----- -- - ---- -- — — — (-1 ,,, B/PANEL ELEV- 3„) T FTG_ ELEV_ (_1'-0") _-- T/FTG_ ELEV, (-1'-4") II 2 SIDE -WALL PANEL ELEVATION (ALONG 600 22'-11/2" 11'-35/8" 15'-0" 15'-0" 15'-0" 15'-0" - � W Lj U CP-14 w 7 CP-15 17 GP-16 CP-17 W w CP-18 rJ w -_. D-B.E_ D.B_E. D EL. B -E_ 20'-2 / EL. 20'-DBE 2 / ' EL. 19'-9' EL. 19'-9' _ t 2' — T/PANEL _ T/PANEL T/PANEL T/PANEL ry t t EL. 20'-0" EL- 20'-0 EL. 19'-6 /2' EL. 19'-6 /2" (4)-# BARs (4)-# S EACH FAX W/ EACH AC W1 #3 TIES 0 O.C_ 13 TIES 6 O-C. - PANEL REINFORCEMENT PER DETAIL 13/CS-4. MITERED PANEL REINFORCE I ENT MITERED !ED CORNER PER DEIAIL 14/CS 4. MITERED CORNER CORNER (PANEL RLINIORCLMENI PANEL REINFORCEMENT IER z _0° PANEL REINFORCEMENT PER DETAIL 13/CS 4. PER DETAIL '13/CS-4. PANEL RFINFORCEMENI PANEL REINFORCEMENT PER DETAIL 13/CS-4. 3'-3" 5'-0" PER DETAIL 13/CS 4,1 PER DERAIL 13/CS-4.1 OPENING PENING i F.F.E. ELEV. 0'-0" F.F.E. ELEV. 0'-0" F.F.F F_F_E_ ELEV_ 0'-0" B/PANEL ELEV. (-0'-1 1 ") - --1 xj T/FTG. ELEV. (-5'-0") T/FTG. ELEV_ (-5'-0" T/FTG. ELEV_ h T/FTG. ELEV. (-3'-4") J WA[ I. FOUNDATION WALL FOUNDATION WALL REAR WALL PANEL ELEVATION D.B_E_ T/PAN EL �— -- ._ EL. 20 -0" F_F_E_ ELEV- 0'-0" - - - -F /PANEL ELEV. (-0'-1 1 ") T/FTG_ ELEV_ (-1'-0") 11770.394.1616 1" 770.3941314 F—RF1 p K J I "r I E F 0 � FA APICtiOR e C D CONSULTANT rIA , I0 SSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 10/ 01/ 04 DSW SHELL & UPFIT This document is 0 Phillips Partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJI ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORM AMEFJCM PROPEirM NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-43566 FAX (770) 643-9540 PHILL IPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHIJRWG DRAWING TITLE - TILT -UP PANEL ELEVATION SHEET NUMBER t;zsm6n1 s' III. 0. : i 0. : GENERAL NOTES 1. VERIFY EXISTING CONDITIONS PRIOR TO BID AND START OF WORK. 2. COORDINATE AND SCHEDULE ALL WORK WITH OTHER TRADES AND ARCHITECT. 3, ALL MECHANICAL INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES. 4. DUCT DIMENSIONS ARE NOMINAL CLEAR INSIDE DIMENSIONS. 5. ALL RECTANGULAR DUCTWORK SHALL BE INTERNALLY LINED WITH 1" DUCT LINER. ALL ROUND OR OVAL DUCTS ARE TO BE WRAPPED WITH 1-1 /2" WRAP. EXHAUST DUCTWORK IS NOT TO BE LINED OR WRAPPED. 6, ALL THERMOSTAT LOCATIONS TO BE FIELD VERIFIED AND COORDINATED WITH ARCHITECT. 7. DUCT LAYOUTS ARE SCHEMATIC. FIELD COORDINATE ALL DUCT RUNS. (PRIOR TO DUCT FABRICATION) NO EXTRAS SHALL BE AWARDED FOR DUCT REVISIONS CAUSED BY LACK OF COORDINATION. 8. COORDINATE EXACT LOCATION OF ALL AIR DEVICES WITH LIGHTING PLAN. 9. BALANCE SYSTEMS TO CFM'S NOTED ON PLANS. 10. LOCATE ROOFTOP UNITS A MINIMUM OF 10' FROM THE EDGE OF THE ROOF. 11. THIS SPACE CONTAINS NO INTERIOR FIRE RATED PARTITIONS. IF LOCAL CODES REQUIRE THAT SOME INTERIOR PARTITIONS BE RATED, PROVIDE FIRE DAMPERS WITH ACCESS DOORS, INSTALLED STRICTLY ACCORDING TO SMACNA STANDARDS. --- TO R I U-2 RTU - 6 I 10 870# RTU-2 I i I� SALES AREA I 12410# 36" X 18" RA I I I CODED NOTES 01 COORDINATE SUPPLY AIR AND RETURN AIR DUCT PENETRATIONS WITH THE ARCHITECT AND BUILDING STRUCTURE. O SUSPEND ELECTRIC UNIT HEATER FROM STRUCTURE. OHVAC CONTRACTOR TO PROVIDE AND INSTALL SMOKE DETECTORS IN SUPPLY AIR AND RETURN AIR DUCTS. DETECTOR SHALL BE SYSTEM SENSOR AC DC P—DH 100 WITH REMOTE TEST SWITCH. LOCATE TEST SWITCH ADJACENT TO UNIT THERMOSTAT. CONNECT TO RTU SHUT DOWN CIRCUIT. POWER TO DETECTOR AND CONNECTION TO ALARM SYSTEM WILL BE BY ADT UNDER SEPARATE CONTRACT WITH TENANT. OROUTE CONDENSATE DRAIN TO DISCHARGE INTO GUTTER/DOWNSPOUT. SEE DETAIL, DRAWING CM-2. DSW - TENANT FIT -UP FLOOR FLAN o H.V.A.C. SCALE: 1 /8" = V-0" 8" � 250 -- 8 °0 0 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 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT a � 10 NORTH AMERICAN PROPEKFIES NORTH AMERICAN PROPERTIES - ATL ANTA 1030 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHIL L IPS JOB NUMBER 0208616 ISSUE DATE -- --- 05/14/04 DRAWN BY/CHECKEt�Y DR ^""<,tnlG T 1 E IViI'Vuf MS TENANT FIT UFO FLOOR DEAN H.V.A.C. SHEET NUMBER REVISION # 27 SUMMARY A. ADDED SHEET PIPE TO NEAREST ROOF GUTTER TOTAL TRAP HEIGHT TOTAL TRAP HEIGHT = X + H + 1.5 D WHERE: H = AT LEAST 1" PLUS CASING SP D = PIPE DIAMETER CONDENSATE FROM ROOFTOP AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO DISCHARGE INTO THE NEAREST GUTTER/DOWNSPOUT - COORDINATE GUTTER LOCATIONS WITH ARCHITECTURAL ROOF PLAN. CONDENSATE DRAIN PIPING TO BE ROUTED ON ROOF, SUPPORTED ON BLOCKING AT MAXIMUM 8 FOOT CENTERS, AND SLOPED AT 1/8" PER FOOT MINIMUM. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. MULTIPLE UNITS MAY HAVE CONDLNSAIE PIPING MANIFOLDED INTO A COMMON PIPE TO DRAIN. UNLESS INDICATED OTHERWISE ON DRAWINGS, CONDENSATE DRAIN PIPING SHALL BE SIZED PER THE FOLLOWING CRITERIA: 3/4" FOR UP TO 2 TON CONNECTED COOLING LOAD; 1" FOR 2 THRU 5 TONS; 1-1/4" FOR 5 THRU 30 TONS; 1-1/2" FOR 30 THRU 50 TONS; 2" FOR 50 TO 170 TONS; 3" FOR 170 TO 300 TONS; 4" FOR 300 THRU 430 TONS, C W 1 ROOFTOP UNIT DETAIL Ion PIPE - PAINT WITH TWO COATS OF RUST INHIBITING PAINT IF NOT INSULATED. STAINLESS STEEL SCREW ALUMINUM PIPE STRAP (TYP.) PIPE CRADLE RUBBER TRAFFIC PAD. TOP OF ROOF ROLLER �L REMOVE STONE BALLAST STRUCTURE BELOW IF PRESENT BOTTOM OF ROOF STRUCTURE )OF --1 " CONDENSATION DRAIN ON ROOF AS SHOWN ON FLOOR PLAN. EXHAUST FAN SCHEDULE UNIT NO. MFR;., MODEL NO. TYPE C.F.M. S.P., IN. W.G. WHEEL R.P.M. MOTOR SERVING LOCATION REMARK") H.P. ATTS RPM VOLT S PHASE EF--1 LOREN COOK SON-B 80 CENT. INLINE EXH. 650 1 2" / c 1.315 1 /3 -- 1750 120 1 WOMEN/MEN RESIROOM AB. CLG FURNISH UNIT W/ DISCONNECT, BACKDRAFT DAMPER, AND PROVIDE PR-12 ROOF CAP ON CURB. SUSPEND EF-1 FROM DROP RODS W/VIBRATION ISOLATORS EF-1 TO BE SWITCHED WITH ROOM LIGHTS - COORDINATE WITH ELECTRICAL. UNIT HEATER & CABINET UNIT HEATER SCHEDULE UNIT MFR. , PROJECTION FAN CFM KW MBH E.A.T. L.A.T. MOTOR REMARKS N0. MODEL TYPE INPUT OUTPUT OF OF WATTS VOLTS NO. R.P.M. H.P. PHASE PROVIDE W/DISCONNECT SWITCH, THERMOSTAT, UH- i Q-MARK HORIZONTAL PROP. 1800 25.0 85.2 60 104 -- 1 1600 480 � - 3 MOUNTING BRACKETS, CONTROL TRANSFORMER MUH-25-4 KW MBH !' /4 0-MARK FURNISH ELECTRIC UNIT HEATER WITH 24 VOLT CUH-1 VERTICAL CENTR 500 8.0 27.3 60 ill -- 1/pl 1550 480 3 TRANSFORMER, REMOTE THERMOSTAT, AND 8 KW INPUT CU-945 KW MBH RATING UNIT TO BE RECESSED CEILING MOUNTED. AIR DEVICE SCHEDULE TYPE DUTY THROW<4> MATERIAL ACCESSORY KEY -- -C.F.M. 10 or_ � M F W r ¢ �- � L Q o 0 12 X 12" "%#--------REGISTER SIZE OR NECK DIAMETER OLLJ D U LL co W .J _J Q D Z Li. _J a = Li J y Q Q I Q I I a I _J W J � d D LU _ - p � (D ._J D (A) � y LI.J LIJ z — N �t F- V) Q t1 Q p LrJ l� MODEL NO. REMARKS 1 O © t 30ORL O O 2 OO OO ® ONO 350RL \> 0 3 ® OO ® OO (�� TM S O O2 4 ® 0 350RL O O2 5 ® OO O ® OO N) 3 RID11-185 1OBASED ON TITUS. < VERIFY MOUNTING ARRANGEMENT W/ CEILING TYPE. (LAY -IN, DRYWALL, ETC.) O3 BASED ON LENNOX. O4 UNLESS OTHERWISE NOTED ON THE PLANS. ROOFTOP A/C UNIT SCHEDULE UNIT MFR., CFM MIN. EXT. TOTAL SENS. MOTOR MAX MIN HEAT INPUT HEAT OUTPUT N0. MODEL O.A. S.P. COOLING COOLING OVER- CIRCUIT KW MBH REMARKS N0. O CFM MBH MBH WATTS R.P.M. VOLTS CURRENT PROTECTION AMPACITY O HP PHASE LENNOX 480 PROVIDE WITH POWER EXHAUST(LAPEF18/24), ECONOMIZER WITH RTU-1 LCA-180S 5200 1300 0.50" 183.5 129.5 3 0 1750 3 90 82 60 KW 204.8 HOOD, CEILING DIFFUSER RTD11-185 WITH SRT TRANSITIONS, _ AND HONEYWELL T7300 STAT W LOCKING COVER. LENNOX 480 PROVIDE WITH POWER EXHAUST(LAPEF18/24), ECONOMIZER WITH RTU-2 I_CA-180S 5200 1300 0.50" 183.5 129.5 1750 90 82 60 KW 204.8 HOOD, CEILING DIFFUSER RTD11-185 WITH SRT TRANSITIONS, 3.0 3 — HONEYWELL T7300 STAT W1 LOCKING COVER. LENNOX _ 480 PROVIDE WITH POWER EXHAUST(LAPEF18/24), ECONOMIZER WITH RTU-3 LCA-180S 5200 1300 0.50" 183.5 129.5 1750 3 90 82 60 KW 204.8 HOOD, CEILING DIFFUSER RTD11-185 WITH SRT TRANSITIONS, 3.0 AND HONEYWELL T7300 STAT W/ LOCKING COVER. LFNNOX _ 480 _ PROVIDE WITH POWER EXHAUST (LAPEF18/24), ECONOMIZER WITH RTU-4 LCA-180S 5200 1300 0.50" 183.5 129.5 1750 90 82 60 KW 204.8 HOOD, CEILING DIFFUSER RTD11-185 WITH SRT TRANSITIONS, 3 0 3 AND HONEYWELL T7300 STAT W LOCKING COVER. LENNOX _ 480 PROVIDE WITH POWER EXHAUST(LAPEFI8/24), ECONOMIZER WITH RTU-5 LCA-180S 5200 1300 0.50" 183.5 129.5 __ 1750 90 82 60 KW 204.8 HOOD, CEILING DIFFUSER RTD11-185 WITH SRT TRANSITIONS, 3 0 3 AND HONEYWELL T7300 STAT W/ LOCKING COVER. LENNOX 480 PROVIDE WITH POWER EXHAUST(LAPEF03/07), ECONOMIZER WITH RTU-6 I_CC-060S 2000 200 0.75" 59.7 44.2 -- 1750 3 40 37 20 KW 68.3 HOOD, AND HONEYWELL T7300 STAT W/ LOCKING COVER. 2 0 LENNOX PROVIDE WITH POWER EXHAUST(I-APEF03/07), ECONOMIZER WITH RTU-7 LCC-036S 1050 250 0.75" 37.1 25.8 1750 480 30 29 10 KW z .34.2 HOOD, AND HONEYWELL. T7.300 SIAI W/ LOCKING COVER. 2 0 3 O BASED ON LENNOX. O PROVIDF ALL UNITS WITH 14" HIGH CURB, FACTORY MOUNTED DISCONNECT, AND FACTORY INSTALLED GFI DUPLEX RECEPTACLE. AB ABOVE GC GENERAL CONTRACTOR A/C AIR CONDITIONING GAL GALLON AD ACCESS DOOR GPH GALLONS PER HOUR AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE AEG ABOVE FINISHED GRADE H & A/C HEATING & AIR CONDITIONING AHU AIR HANDLING UNIT H & V HEATING & VENTILATING AP ACCESS PANEL HC HEATING CONTRACTOR APPROX APPROXIMATE HORIZ_ HORIZONTAL ARCH ARCHITECT HP HORSEPOWER BDD BACKDRAFT DPR. HSW HIGH SIDE WALL BFL BELOW HT HEIGHT BLDG BUILDING HTG HEATING CAP CAPACITY HTR HEATER CFM CUBIC FEET PER MINUTE HZ HERTZ CHEM CHEMICAL LSW LOW SIDE WALL CIRC CIRCULATING MAN BAL DPR MANUAL BALANCE DAMPER CLG CEILING MAX MAXIMUM COMPR COMPRESSOR MITCH MECHANICAL CONC CONCRETE PIER MANUFACTURER CONN CONNECT OR CONNECTION MIN MINIMUM CONT CONTINUATION MT MOUNT CENTR CONTRACTOR MTD MOUNTED COORD COORDINATE MTG MOUNTING CUH CABINET UNIT HEATER MTL METAL DIA DIAMETER MUA MAKE UP AIR DIFF DIFFUSER NIC NOT IN CONTRACT DISC DISCONNECT NTS NOT TO SCALE DN DOWN CA OUTSIDE AIR DPR DAMPER OC ON CENTER DTL DETAIL PC PLUMBING CONTRACTOR DWGS DRAWINGS PLBG PLUMBING EA EACH PROD PROJECTION FC ELECTRICAL CONTRACTOR. RA RETURN AIR ELEC ELECTRIC REL A RELIEF AIR ELEV ELEVATION REQD REQUIRED EWH ELECTRIC WALL HEATER RF ROOF EX EXISTING RTU ROOFTOP UNIT EXH EXHAUST SA SUPPLY AIR FCU FAN COIL UNIT SCHED SCHEDULE FD FLOOR DRAIN SHT SHEET F DPR FIRE DAMPER SPEC SPECIFICATION FIN RAD FINNED RADIATION STAT THERMOSTAT FLEX FLEXIBLE TCC TEMPERATURE CONTROL FLR FLOOR CONTRACTOR FPC FIRE PROTECTION CONTRACTOR TYP TYPICAL FRACT FRACTIONAL UH UNIT HEATER FURN FURNISH UV UNIT VENTILATOR FUT FUTURE VERT VERTICAL G GAS WH WATER HEATER W/ WITH W/o WITHOUT H.V. . . SYMBOLS NOTES: ALL SYMBOLS MAY NOT APPLY. — D — DRAIN —CWS— CHILLED WATER SUPPLY �� GATE VALVE (FLANGED) —CWR— CHILLED WATER RETURN — {j-- GATE VALVE (SCREWED) —CS— CONDENSER WATER SUPPLY --(,— GLOBE VALVE — CR — CONDENSER WATER RETURN — j BALANCE FITTING —HRS— HEAT RECOVERY SUPPLY —{j}— GAGE COCK —HRR— HEAT RECOVERY RETURN --[ DRAIN VALVE c���}- —HWS— HOT WATER, SUPPLY PNEUMATIC CONTROL VALVE —HWR— HOT WATER RETURN --- ELECTRIC CONTROL VALVE TOP 45 TAKE OFF PNEUMATIC 3-WAY OR DIVERTING VALVE BOTTOM 45 TAKE OFF CHECK VALVE 0— SUPPLY RISER BUTTERFLY VALVE a RETURN RISER --�f PIPE UNION BALANCE VALVE �0 BALL VALVE — -- PIPE ANCHOR —-- Y-TYPE STRAINER PIPE GUIDES �- THERMOMETER {� PIPE FLANGES SUPPLY DUCT -UP � CONCENTRIC REDUCERS SUPPLY DUCT -DOWN --�� ECCENTRIC REDUCER F&T RETURN, EXHAUST, RELIEF, E3— FLOAT & THERMOSTATIC TRAP OR MIXED AIR DUCT -UP — LIQ— LIQUID LINE 0 RETURN, EXHAUST, RELIEF, - SUCT— SUCTION LINE OR MIXED AIR DUCT -DOWN —HG HOT GAS LINE l ELBOW TURNING VANES —HPS— HIGH PRESSURE STEAM FIRE DAMPER -LPS— LOW PRESSURE STEAM r- I >' I ACCESS DOOR —CPD— CONDENSATE PUMP DISCHARGE �., AIR SCOOP —HPC— HIGH PRESSURE CONDENSATE FLEXIBLE DUCT —LPC— LOW PRESSURE CONDENSATE ---- FLEXIBLE CONNECTION CONNECT TO EXISTING @T THERMOSTAT 1O CODED NOTE ( HUMIDISTAT O1 AIR DEVICE, SEE AIR DEVICE SCHEDULE Architecture . Interior Design - Planning Phone 770,394.1616 Fax 770.394.1314 RE RE K j RR E F G H C 'T A ANCHOR g C D CONSULTANT — Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 7,0093 PHONE (77 '47-5547 FAX (770)448-0262 EMAIL: jse0jordonskola.com COPYRIGHT (D 2004 JORDAN k SKALA, ENGINEERS INC, SEAL b REVISIONS # DATE DESCRIPTION 27 10/ 01 / 04 DSW SHELL & UPFI T 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 1501 W.P. BALL BOULEVARD PROJECT - AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT I> RE i . NOR HH 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 DRAWING TITLE MLW/GMS TENANT FIT UP SHEDULESAND T,::l::_ :I�I.���.A. 'N W, ABER REVISION # 27 SUMMARY A. ADDED SHEET - DSW SHELL & UPFIT { 7� HVAC SPECIFICATIONS 15510 GENERAL PROVISIONS I. CONTROLS E. THIS CONTRACTOR SHALL PERFORM AN ACCURATE AND COMPLETE F. DAMPERS SHALL BE RUSKIN. EQUAL PRODUCT BY AMERICAN BALANCE OF AIR SYSTEMS AS A PART OF THIS CONTRACT, WHICH H 1) THE COOLING SYSTEM `-'HALL BE PROTECTED WITH HIGH WARMING AND VENTILATING, LOUVERS AND DAMPERS, OR PREFCO A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE WORK OF .�Y:�iEM .� PRESSURE THERMOSTATS, LUW PRESSURE THERMOSTATS, LOSS— MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. LABOR REQUIRED TO INSTALL A HEATING, VENTILATING AND AIR THIS CONTRACT. AIR BALANCING SHALL BE SUBCONTRACTED TO A OF —CHARGE PROTECTION, INDOOR COIL FREEZE THERMOSTATS, CONDITIONING SYSTEM, COMPLETE AS INDICATED ON THE CERTIFIED MEMBER OF ASSOCIATED AIR BALANCE COUNCIL. AND CURRENT AND TEMPERATURE SENSITIVE OVERLOAD DEVICES. G. FIRE DAMPER SHALL BE RUSKIN IBD2. EQUAL PRODUCT BY DRAWINGS, AS REQUIRED BY CODE AND AS SPECIFIED HEREIN. AMERICAN WARMING AND VENTILATING, LOUVERS AND DAMPERS, OR 15700 HVAC AIR DISTRIBUTION AND RETURN SYSTEMS 2) ALL DEVICES SHALL BE WIRED THROUGH THE CYCLE LOC—TM PREFCO MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. B. WITHOUT RESTRICTING THE GENERALITY OF THE FIRST CIRCUIT TO PREVENT COMPRESSOR RESTART UNTIL RESET OF STATEMENT, THE WORK TO BE PERFORMED UNDER THIS DIVISION A. PROVIDE AND INSTALL DUCTWORK AND PLENUMS OF SIZE AND CIRCUIT BREAKER. 15039 INLINE FANS SHALL INCLUDE, BUT IS NOT LIMITED T0, THE FOLLOWING: LOCATION AS SHOWN ON DRAWINGS. ALL DUCTS FOR AIR VELOCITIES LESS THAN 2000 FPM AND STATIC PRESSURE IN DUCT 3) FURNISH HEATING/COOLING "T" THERMOSTATS TO PROVIDE A. CENTRIFUGAL INLINE EXHAUST FAN WITH SHROUD, REMOVABLE 1) HVAC WORK AS DESCRIBED IN SECTIONS 2" OR LESS SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL. STAGED HEATING AND COOLING WITH AUTOMATIC CHANGEOVER, MOTOR COVER, HINGED ACCESS DOOR, VENTIJRI INLET CONE, 15510 THROUGH 15975. THE GAUGE OF STEEL USED IN ALL DUCTS SHALL BE AS FOLLOWS: LOCKING OPAQUE PLASTIC COVER "FAN ON" SWITCH POSITION. STATICALLY AND DYNAMICALLY BALANCED BACKWARD INCLINED NON— MOUNT THE BOTTOM OF THE THERMOSTAT 72" ABOVE THE FLOOR. OVERLOADING FAN WHEEL, STEEL DRIVE SHAFT ON BALL C. THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO 1) WHERE GREATER RECTANGULAR DIMENSION IS 12" OR LESS USE BEARINGS, ADJUSTABLE BELT DRIVE, PULLEYS PERMANENTLY PROVIDE POWER WIRING FOR EACH ITEM OF ELECTRICAL 26 GAUGE. J. TIME GUARD CIRCUIT TO PREVENT COMPRESSOR SHORT CYCLING AS LUBRICATED BALL BEARING MOTOR WITH THERMAL OVERLOAD EQUIPMENT AND MAKE FINAL CONNECTION TO MOTORS. 2) WHERE GREATER RECTANGULAR DIMENSION IS FROM 12" THROUGH A RESULT OF A RAPID CHANGE IN THERMOSTAT SETTING AND PROTECTION, SUSPEND WITH MANUFACTURED HANGERS AND 30" USE 24 GAUGE. AUTOMATICALLY PREVENT COMPRESSOR RESTART AT LEAST FIVE VIBRATION ISOLATORS, MOFOR COMPARTMENT VENTILATED FROM D. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL 3) WHERE GREATER RECTANGULAR DIMENSION IS FROM 31" THROUGH MINUTES AFTER SHUTDOWN. OUTSIDE EXHAUST AIR STREAM, CONDUIT CHASE FOR WIRING AND CONTRACTOR, EXCEPT AS NOTED ELSEWHERE. THIS CONTRACTOR 54" USE 22 GAUGE. GRAVITY BACKDRAFT DAMPER WITH EDGE SEALS. PROVIDE SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED 4) WHERE GREATER RECTANGULAR DIMENSION IS FROM 55" THROUGH K. FULL ROOF CURB SHALL SUPPORT UNIT AND PROVIDE WATERTIGHT DISCONNECT AND ROOF CAP. LOREN COOK SQN—B, BY HIM AFTER ORIGINAL PAINTING. 84" USE 20 GAUGE. ENCLOSURE. CURB TO MEET NATIONAL ROOFING CONTRACTORS ASSOCIATION REQUIREMENTS. B. RELIEF CURB TO BE ALUMINUM 14" HIGH WITH RIGID FIBERGLASS E. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: B. TRANSVERSE JOINTS AND BRACING TO CONFORM TO "HVAC DUCT INSULATION CANT STRIP FORMED INTO CURB BODY, DAMPER TRAY, CONSTRUCTION STANDARDS — METAL AND FLEXIBLE" (SMACNA 1995). L. ROOF OPENINGS CUT AND FRAMED BY ROOF CONTRACTOR. HVAC AND WOODEN NAILING STRIP. 1) NATIONAL ELECTRIC CODE. CONTRACTOR TO SEf CURBS AND SECURE TO ROOF DECK. ROOF 2) STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND C. ALL DUCTS SHALL BE RIGID AND SHALL BE CROSS —BROKEN, CONTRACTOR TO FURNISH AND INSTALL FLASHING. C. ROOF OPENING TO BE FRAMED BY GENERAL CONTRACTOR. HVAC VENTILATING SYSTEMS, NFPA 90A. PROPERLY STIFFENED WITH SUITABLE BRACES, TOES, OR ANGLES CONTRACTOR TO SET CURB IN PLACE AND SECURE TO ROOF DECK. 3) CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND TO KEEP THEM TRUE TO SHAPE AND PREVENT BUCKLING. ALL M. HVAC CONTRACTOR TO SET UNIF ON CURB AND MAKE CONTROL GENERAL CONTRACTOR TO FURNISH AND INSTALL FLASHING. STRUCTURES, NFPA 101. VERTICAL DUCTS SHALL BE OF STRONG ENOUGH CONSTRUCTION TO CONNECTIONS. 4) OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) AND ALL CARRY 100 LBS. SUSPENDED LOAD FROM HANGERS WITHOUT D. HVAC CONTRACTOR TO HANG FAN, SET CURB AND SECURE, INSTALL AMENDMENTS. BUCKLING. SOLDER ALL JOINTS WHERE NECESSARY TO INSURE N. ELECTRICAL CONTRACTOR TO MAKE POWER CONNECTIONS TO UNITS. RELIEF HOOD, DAMPER TRAY AND CONNECT DUCTWORK. 5) STATE MECHANICAL CODE. 5 TIGHT WORK. SEAMS OF ALL DUCTS AND JOINTS SHALL BE ) STATE BUILDING CODE HAMMERED TO A SMOOTH SURFACE ON THE INSIDE. SEAMS ON Cl. HVAC CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL E. ELECTRICAL CONTRACTOR TO PROVIDE ALL WIRING. 7) STATE INDUSTRIAL COMMISSION REQUIREMENTS. OUTDOOR DUCTS SHALL BE MADE WATERTIGHT. LINE ALL SUPPLY CONTROLS, CONTROL WIRING AND TO MAKE OPERATIONAL. 8 LOCAL BUILDING CODE REQUIREMENTS. AND RETURN RECTANGULAR AIR DUCTS WITH 1" RIGID DUCT F. FANS SHALL BE LOREN COOK. EQUAL PRODUCT BY ACME, 9 BUILDING INSURING AGENCY REQUIREMENTS. LINER. P. ROOFTOP UNITS SHALL BE LENNOX. EQUAL PRODUCT BY TRANE GREENHECK, PENN, OR JENN—AIR MAY BE FURNISHED AT THE OR CARRIER MAY BE FURNISHED AT THE CONTRACTOR'S OPTION, CONTRACTOR'S OPTION. F. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING D. CONSTRUCTION INCLUDING HANGERS AND SUPPORTING SYSTEMS OF UNLESS SUPPLIED BY TENANT UNDER THEIR NATIONAL ACCOUNT. CODES HAVING JURISDICTION SHALL BE OBTAINED AT THE PROPER ALL DUCTWORK SHALL ALSO BE IN ACCORDANCE WITH "HVAC DUCT 15975 INSULATION. TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. CONSTRUCTION STANDARDS —METAL AND FLEXIBLE" (SMACNA 1995). A. DUCT INSULATION AND APPURTENANCES SHALL HAVE A FLAME G. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY E. FLEXIBLE CONNECTIONS SHALL BE INSTALLED ON THE OUTLET AND 15816 ELECTRIC UNIT HEATER SPREAD RATING NOT EXCEEDING TWENTY—FIVE (25) AND A SMOKE ALL LAWS, ORDINANCES AND PUBLIC AUTHORITY HAVING INTAKE OF AIR HANDLING UNITS AND FANS. THESE CONNECTIONS DEVELOPED RATING NOT EXCEEDING FIFIY (50), JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH SHALL BE AT LEAST 6" LONG, MADE OF NFPA 90A APPROVED A. ELECTRIC HORIZONTAL PROJECTION UNIT HEATER WITH INDIVIDUALLY — INSPECTIONS AND SUBMIT SAME TO THE ARCHITECT AND SHALL FLAMEPROOF FABRIC. ADJUSTABLE DISCHARGE LOUVERS, ALUMINUM —FINNED, CUPPED CLAD STEEL B. CONCEALED DUCTWORK —FLEXIBLE FIBERGLASS DUCT WRAP PAY ALL FEES, CHARGES, ASSESSMENTS AND OTHER EXPENSES IN SHEATH ELEMENT, 24 VOLT CONTROL TRANSFORMER AND THERMOSTAT, IAMINATED AO FOIL REINFORCED KRAFT VAPOR BARRIER FACING CONNECTION THEREWITH. F. FURNISH AND INSTALL VOLUME CONTROLLER AND EXTRACTOR AT AUTOMATIC RESET THERMAL CUT—OUT, POWER DISCONNECT SWITCH, AND WITH 2" STAPLING FLANGE, 1.0 PCF DENSITY, K-0.27. OWENS— ALL BRANCH TAKEOFFS IN SUPPLY AND RETURN FROM MAIN DUCTS MOUNTING BRACKET. CORNING COMMERCIAL GRADE FIBERGLASS DUCT WRAP TYPE 100. H. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC. EXACT LOCATIONS TO ALL BRANCH DUCTS WHERE SHOWN. UNIT SHALL BE OF TWO ARE DETERMINED BY STRUCTURAL AND OTHER CONDITIONS. GAUGES HEAVIER THAN THE DUCT. B. SUPPORT UNIT WITH 3/8" ROUND HANGER RODS SUSPENDED FROM C. INSULATION THICKNESS DESIGN OF SYSTEM MAY NOT BE CHANGED. ONLY EXACT LOCATION STRUCTURE. FURNISH AUXILIARY STEEL WHERE REQUIRED. OF PIPING AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION G. PROVIDE MANUAL ADJUSTING LEVER FOR EACH UNIT. UNITS SHALL DUCT TYPE THICKNESS VALUE CONDITIONS AND AID IN COORDINATION WITH WORK OF OTHER MOVE FROM FULL OPEN TO FULLY CLOSED POSITION TO CONTROL C. POWER WIRING BY ELECTRICAL CONTRACTOR. CONCEALED — ROUND 1 " 3.7 CONTRACTORS. AIR DIRECTION AND VOLUME. EXPOSED — ROUND 2" 7.4 D. Q—MARK TYPE MUH ELECTRIC UNIT HEATER. EQUAL PRODUCT BY 1. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL H. FURNISH AND INSTALL TURNING VANES IN ALL ELBOWS OF RAYWALL OR MARKEL MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. PIPE TYPE THICKNESS VALUE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND NO MEET THE R E F T RECTANGULAR DUCTS. THE BLADES TO BE HOLLOW —FORMED DOUBLE CONDENSATION 1" 6.5 MATERIALS EQUIPMENT BE ORDERED UNTIL REVIEWED WALLED SO THAT ANY POINT IN ONE BLADE IS EQUIDISTANT FROM 15880 ELECTRIC CABINET UNIT HEATER BY THE ENGINEER AND/ OR ARCHITECT. SAME POINT ON AN ADJACENT BLADE. D. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL A ELECTRIC CABINET UNIT HEATER WITH INTEGRAL FINNED INLET & DISCHARGE CONSTRUCTION HAS PROGRESSED SUFFICIENTLY TO INSURE J. THE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S REVIEW I. FURNISH AND INSTALL SUPPLY, RETURN, AND EXHAUST REGISTERS, LOUVERS, ALUMINUM —FINNED, COPPED CLAD `;TEFL SHEATH ELEMENT, AGAINSF PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION. SIX (6) COMPLETE COPIES OF THE CATALOG DATA AND/OR SHOP GRILLES AND DIFFUSERS AS SHOWN ON THE DRAWINGS AND 24 VOLT CONTROL TRANSFORMER AND REMOTE THERMOSTAT, RECESSED ALL INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DRAWINGS (SEPIAS AT CONTRACTOR'S OPTION) FOR EVERY SCHEDULE. MOUNTING, AUTOMATIC RESET THERMAL CUF—OUT, POWER DISCONNECT DIRECTIVE 'SHALL BE REPLACED AT HVAC CONTRACTOR'S EXPENSE. MANUFACTURED ITEM OF EQUIPMENT AND ALL COMPONENTS TO BE SWITCH AND MOUNTING BRACKET/HARDWARE. USED IN THE WORK, INCLUDING SPECIFIC PERFORMANCE DATA, J. FLEXIBLE SUPPLY AIR DUCTWORK WITH 1" THICK FIBERGLASS E. HANGER RODS MUST BE PERPENDICULAR TO DUCTWORK BEFORE MATERIAL DESCRIPTION, RATING, CAPACITY, WORKING PRESSURE, BLANKET INSULATION WITH METALIZED FILM VAPOR BARRIER B. POWER WIRING BY ELECTRICAL CONTRACTOR. INSULATION IS INSTALLED. MATERIAL GAUGE OF THICKNESS, BRAND NAME, CATALOG NUMBER OUTER JACKET. FLEXIBLE DUCT IN RETURN AIR PLENUM TO BE AND GENERAL TYPE, THE SUBMISSION SHALL BE COMPILED BY THE CLEARLY LABELED "CLASS 1" EVERY FOUR FEET. FLEXIBLE DUCT C. Q—MARK TYPE CU ELECTRIC CABINET UNIT HEATER. EQUAL PRODUCT BY F. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S CONTRACTOR AND REVIEWED BY THE ENGINEER BEFORE ANY OF LENGTH MAY NOT EXCEED FIVE FEET. RAYWALL OR MARKEL MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. RECOMMENDATIONS. THE EQUIPMENT is ORDERED. 15760 CONDENSATION DRAIN PIPING 15905 AIR DISTRIBUTION DEVICES G. INSULATION SHALL BE APPLIED OVER FLANGES, JOINTS AND K. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SEAMS IN PIPING AND DUCTWORK. SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT DOCUMENTS. A. PIPE — PIPING 1" AND SMALLER — SCHEDULE 40 POLYVINYL A. STEEL SUPPLY AIR REGISTER — DOUBLE DEFLECTION WITH THE REVIEW OF THE FNGINEERSHALL NOT RELIEVE THE CHLORIDE PVC TUBING. ASTM D-1785. PIPE 1-1 4° AND (PVC) / INDIVIDUALLY ADJUSTABLE LOUVERS (FRONT SET PARALLEL TO H. ALL JOINTS AND SEAMS IN INSULATION SHALL BE PROPERLY CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM LARGER TO BE TYPE DWV LIGHT WALL HARD TEMPERED SEAMLESS LONG DIMENSION), GASKET, FLANGE, ..3/4" LOUVER SPACING. SEALED TO MAINTAIN VAPOR BARRIER INTEGRITY. DRAWINGS OR SPECIFICATIONS, PROVIDING PROPER CLEARANCE, DRAINAGE TUBING. TITUS 300RL WITH OPPOSED BLADE VOLUME DAMPER. FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. I. INSULATION SHALL BE OWENS—CORNING. EQUAL PRODUCT BY B. FITTINGS — PIPING 1" AND SMALLER — POLYVINYL CHLORIDE B. STEEL RETURN AIR OR EXHAUST REGISTER — STEEL GRILLE ARMSTRONG, CERTAINTEED, SCHULLER OR KNAUF MAY BE L. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SOLDER DRAINAGE FITTINGS. ANSI B 16.22 ANSI B 16.29. WITH 35 DEGREE LOUVERS PARALLEL TO LONG DIMENSION, FURNISHED AT THE CONTRACTOR'S OPTION. SHALL BEAR THE CUN 'S CERTIFICATION 'THAT HE HAS ACTOR PIPING 1-1/4" AND LARGER TO BE CAST BRASS SOLDER DRAINAGE GASKET, FLANGE, 3/4" LOUVER SPACING AND VOLUME CONTROL REVIEWED, CHECKED AUD APPROVED THE SHOP DRAWINGS, THAT FITTINGS, ANSI B15.23. DAMPER. TITUS 350RL. THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS AND C. INSTALL HORIZONTAL LINES PITCHED DOWNWARD AT LEAST 1 INCH C. SQUARE CEILING SUPPLY AIR DIFFUSER —STEEL SQUARE THAT HE HAS VERIFIED ALL FIELD MEASUREMENTS AND IN 8 FEET IN DIRECTION OF FLOW. CEILING DIFFUSER, CONCENTRIC CONES, ADJUSTABLE PATTERN CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND TABS, REMOVABLE INNER CONE ASSEMBLY, ROUND NECK, SIMILAR DATA. CONTRACTOR SHALL ALSO CERTIFY THAT THE D. D. INSTALL DRAIN PIPING TO DISCHARGE AS SHOWN ON DRAWINGS. VOLUME CONTROL DAMPER, EQUALIZING GRID. TITUS TMS. WORK REPRESENTED BY THE SHOP DRAWINGS IS RECOMMENDED BY THE CONTRACTOR AND THE CONTRACTOR'S GUARANTEE WILL 15792 ROOFTOP PACKAGED HVAC UNITS D. STEEL CEILING RETURN AIR AND SUPPLY AIR DIFFUSER — FULLY APPLY. ALUMINUM GRILLES INSULATED DIFFUSER BOX WITH FLANGES, ADJUSTING AND BALANCING TESTING, AUJU� A. UNIT SHALL BE FACTORY ASSEMBLED AIR TO AIR ELECTRIC INTERIOR TRANSITION, AND ADJUSTABLE BLADE IOIJVER�. M. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK COOLING, ELECTRIC HEATING UNIT WITH REFRIGERATION LFNNOX RTD11-135 AND RTD11-95. A. GENERAL SITE SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS THEREIN. SYSTEM, AIR HANDLING SYSTEM, CASING, FULL CURB, AND 1. AFTER INSTAL LATION, CHECK ALL EQUIPMENT AND ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONTROLS. E. FINISHES — FURNISH ALL AIR DISTRIBUTION DEVICES WITH PERFORM START UP IN ACCORDANCE WITH THE CONDITIONS AS MAY AFFECT THE WORK UNDER THIS CONTRACT. PRIME COATED AND WHITE BAKED ENAMEL FINISH COAT UNLESS MANUFACTURETR'S INSTRUCTIONS. THE SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT THIS B. CABINET SHALL BE GALVANIZED STEEL, BONDERIZED AND COATED SPECIFIED OTHERWISE. 3WORK THAT IS SCHEDULED TO BE CONCEALED OR EXAMINATION OF SITE HAS BEEN DONE. WITH BAKED ENAMEL. UNIT SHALL BE ARRANGED FOR ALL . SHALL REMAIN UNCOVERED UNTIL EXTERIOR CONNECTIONS TO BE WITHIN ROOF CURB . F. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS WITH ALL REQUIRED TESTS HAVE BEEN COMPS, THE REQUIINSULRED N. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CABINET SHALL BE LINED WITH 1" THICK NEOPRENE —COATED AFFECTED CONTRACTORS BEFORE INSTALLING DUCTWORK. AR G CONSTRUCTION SCHEDULE REQUIRES, ARRANGE FOR CONDITIONS WHICH WOULD AFFECT THE WORK. ALL FIBERGLASS WITH EASILY REMOVABLE SERVICE PANELS FOR SIGNIFICANT DEVIATIONS IN LOCATIONS FROM THOSE SHOWN ON TESTS ON SECTIONS OF THE SYSTEM AT A TIME. DISCREPANCIES SHALL THEN BE REPORTED PRIOR TO THE BID ALL OPERATING COMPONENTS. THE DRAWINGS MIDST BE APPROVED BY ARCHITECT BEFORE 4. BALANCE ALL SYSTEMS, CALIBRATE CONTROLS, AWARD. INSTALLATION. CHECK FOR PROPER OPERATION AND SEQUENCE UNDER C. TWO (LCC180 HAS THREE) REFRIGERATION SYSTEM SHALL INCLUDE (LC ALL CONDITIONS AND MAKE ALL NECESSARY 0. SHOULD THE CONTRACTOR, IN GOING OVER THE DRAWINGS, ITWO E80CIRCUIT SCROLL COMPRESSORS, CONDENSERS, G G. SUSPEND CEILING AIR DEVICES FROM STRUCTURE ON WIRE ADJUSTMENTS. RECOGNIZE ANY POINTS WHICH SEEM 'TO HIM TO BE EVAPORATOR COIL, EXPANSION VALVES, SERVICE VALVES, HANGERS OR FROM RIGID DUCTWORK, CEILING MUST NOT BE USED 5. INSTRUCT OWNER IN OPERATION OF SYSTEMS AND INSUFFICIENTLY Y CARED FOR, TO THE EXTENT OF JEOPARDIZING VIBRATION ISOLATORS, CRANKCASE HEATERS, SIGHT GLASSES, TO SUPPORT AIR DISTRIBUTION DEVICES. SUBMIT OPERATING AND MAINTENANCE MANUAL FOR THE GUARANTEE WHICH IS REQUIRED OF HIM, HE SHALL STATE FILTER DRIERS, HOT GAS MUFFLERS, AND REFRIGERANT ALL EQUIPMENT AND SYSTEMS. SUCH A SITUATION ALONG WITH HIS PROPOSAL; AND HE SHALL PIPING. SAFETY CONTROLS SHALL INCLUDE FUSIBLE PLUG, LOW H. SECURELY FASTEN SIDE WALL AIR DEVICES TO RIGID DUCTWORK 6. SUBMIT AIR BALANCE REPORT FROM STATE WHAT DIFFERENCE, ADDITION, OR DELETION, IF ANY, AND HIGH PRESSURE THERMOSTATS, COMPRESSOR MOTOR OR STRUCTURE. INDEPENDENT AABC OR NEBB CERTIFIED SHOULD BE MADE IN HIS PROPOSAL FOR THE WORK AS REGULARLY OVERLOADS, TIMER TO PREVENT SHORT CYCLING COMPRESSORS, SUBCONTRACTOR FOR ALL AIR SYSTEMS SPECIFIED, IF SUCH DEFECT WERE REMEDIED BY HIM IN SUCH AND LEAD —LAG SEQUENCING SWITCH TO CHANGE LEAD COMPRESSOR. I. AIR DISTRIBUTION DEVICES SHALL BE TITUS. EQUAL PRODUCT PER AABC OR NEBB STANDARDS. MANNER THAT HE COULD GUARANTEE THE ENTIRE INSTALLATION BY METAL—AIRF, ANEMOSTAT, OR BARBER—COLEMAN MAY BE REQUIRED. D. ALL UNITS SHALL HAVE FULL ECONOMIZER PACKAGE INCLUDING FURNISHED AT THE CONTRACTOR'S OPTION. B. BALANCING, START UP AND INSTRUCTIONS ENTHALPY CONTROL, 100% OUTSIDE AIR HOOD AND POWER 1, AFTER EQUIPMENT IS PLACED IN OPERATION, 15600 HVAC BASIC MATERIALS AND METHODS EXHAUST. 15915 DAMPERS SYSTEMS SHALL BE BALANCED TO WITHIN 10% OF DESIGN FLOW WITH REPORT SUBMITTED AO OWNER. A. THIS CONTRACTOR WILL INFORM HIMSELF OF THE EXACT E. CONDENSER FANS SHALL BE VERTICAL DISCHARGE PROPELLER A. RECTANGULAR DUCT GALVANIZED STEEL MANUAL BALANCE AND BALANCING SHALL BE PERFORMED BY AN DIMENSIONS OF FINISHED WORK WHERE PIPES, DUCTS AND TYPE DIRECT DRIVEN BY INHERENTLY PROTECTED, PERMANENTLY MOTORIZED DAMPER SWITCH 6" WIDE 16 GAUGE OPPOSED, CHANNEL INDEPENDENT AABC OR NEBB CERTIFIED EQUIPMENT ARE TO BE PLACED AND WILL ARRANGE HIS WORK LUBRICATED MOTORS. FRAME WITH BRACED CORNERS, CONCEALED LINKAGE, TEFLON CONTRACTOR. ACCORDINGLY, ASSUMING ALL RESPONSIBILITY FOR PROPER FILLED BEARINGS, 3/8" DIAMETER AXLE, 6" LONG CONTROL 2. TEST, ADJUST AND BALANCE COOLING SYSTEMS LOCATION AND COORDINATION OF HIS WORK. F. COILS SHALL BE ALUMINUM PLATE FINS MECHANICALLY BONDED TO SHAFT. MOTORIZED DAMPER TO HAVE REPLACEABLE BUTYL RUBBER DURING SUMMER SEASON AND HEATING SYSTEMS SEAMLESS COPPER TUBES WITH ALL JOINTS BRAZED. SEALS INSTALLED ALONG THE TOP, BOTTOM AND SIDES OF THE DURING WINTER SEASON. BALANCE SYSTEMS WHEN B. IN THE ERECTION OF THE DUCTWORK, SPECIAL CARE SHALL BE FRAME, AS WELL AS, ALONG ALL SIDES OF EACH BLADE. THE OUTSIDE AIR CONDITIONS ARE WITHIN 5 USED PROVIDING SUPPORT. G. FACTORY —INSTALLED ELECTRIC HEAT SHALL BE HELIX WOUND NICHROME DEGREES F WET BULB TEMPERATURE OF THE MAXIMUM ELEMENTS, TIME DELAY FOR ELEMENT STAGING, INDIVIDUAL ELEMENT LIMIT B. ROUND GALVANIZED STEEL MANUAL BALANCE DAMPER WITH SINGLE SUMMER DESIGN CONDITION AND WITHIN 10 DEGREES C. ALL DUCTWORK SHALL BE PLACED 'DO AS TO AVOID INTERFERENCES CONTROLS, WIRING HARNESS, AND MAY BE TWO —STAGED CONTROLLED. E. 16 GAUGE BLADE, CHANNEL FRAME, STAINLESS -FEEL SLEEVE F DRY BULB TEMPERATURE OF THE MINIMUM WINTER WITH PLUMBING PIPES, ELECTRIC CONDUITS OR PIPES OF OTHER BEARINGS PRESSED INTO FRAME, 3/8" DIAMETER F EXTENDED DESIGN CONDITION. CONTRACTORS. H. INDOOR BLOWER SHALL BE FORWARD —CURVED, CENTRIFUGAL, BELT— 6" FOR CONTROL SHAFT, BLADE STOP. 3. START G AND PLACE ALL SYSTEMS IN OPERATION AND TAG ALL SWITCHES AND CONTROLS WITH D. ALL DUCTWORK MUSE BE PROVIDED WITH SUFFICIENT DISTANCE DRIVEN TYPE, EQUIPPED WITH PERMANENTLY LUBRICATED BEARINGS. C. EQUIP DAMPERS WITH LOCKING QUADRANTS. PERMANENT LABELS. FROM WALLS, PIPES, AND OTHER OBSTACLES TO PERMIT THE 4. INSTRUCT OWNER ON PROPER OPERATION AND APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. I. WARRANTY D. CHECK DAMPERS FOR PROPER OPERATION BEFORE AND AFTER PREVENTATIVE MAINTENANCE OF SYSTEM. 1. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND INSTALLATION. WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. E. INSFALL BALANCE DAMPERS WHERE SHOWN ON THE DRAWINGS AND 2. EXTEND ALL MANUFACTURER'S WARRANTIES TO ELSEWHERE AS NECESSARY TO OBTAIN PROPER SYSTEM BALANCE. OWNER, INCLUDING FIVE YEAR (5) COMPRESSOR AND THREE (3) YEAR INTEGRSATED MODULAR CONTROL WARRANTY ON HVAC EQUIPMENT. 3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD. IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE WITHIN THE WARRANTY PERIOD, THE WARRANTY ON THAT PORTION OF THE WORK SHALL BE EXTENDED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. P A R T N F_ R S H I P I Architecture - Interior Design e Planning ,e 770.394.1616 F'x 770.394.1314 RF RE U K h,JT� � R RD F F C H (*�i! A ANCHVR 6 C D — CONSULTANT Jordan & Skala Engineers, Inc, Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EVL• jsu0jord(msk Ilo.com COPYRIGHT 0 2004 JORDAN & SKALA ENGINEERS INC. SEAL t REVISIONS i# DATE DESCRIPTION 10/ 01/ 04 DSW SHELL & UPFIT This document is p Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT Emmmm. 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TONE CENTER 0 SANFORD, FLORIDA CLIENT "N NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWEL L, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY _ 05/14/04 . DRAWING TITLE MLVV/GMS TENANT FIT UP SPECII I�f'i �JIO�J+�`N. REVISION # 27 SUMMARY A. ADDED SHEET - DSW SHELL & UPFIT PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL 11, PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER PLUMBING FIXTURES. LINES SERVING FLUSH VALVE FIXTURES, PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. 2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2001 FLORIDA PLUMBING CODE WITH AMENDMENTS AND ALL APPLICABLE LOCAL CODE AND 12. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTORS AT ALL DOMESTIC WATER ORDINANCES. CONNECTIONS TO MECHANICAL EQUIPMENT AND VENDING EQUIPMENT CONNECTIONS AS REQUIRED BY LOCAL CODE AND AUTHORITIES, 3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM 13. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP CEILING TILES. ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. 4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED 14. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND THE ELECTRICAL OF WALL INSULATION. CONTRACTOR, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM, PIPING, 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. 15, ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 6. TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH FINISHED FLOOR. 16. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM 7. TRAP PRIMERS ARE TO BE PROVIDED ON ALL FLOOR DRAINS AND HUB DRAINS WHICH PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. DO NOT RECEIVE A CONTINUOUS DISCHARGE. TP "L" LAVATORY WASTE TRAP PRIMERS ARE TO BE PROVIDED ON DRAINS IN PUBLIC RESTROOMS, GUEST ROOMS, AND OTHER AREAS 17. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE WITH DRAINS ADJACENT TO LAVATORIES TP "A" AUTOMATIC TRAP PRIMERS ARE TO BE STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PROVIDED IN ALL OTHER REQUIRED LOCATIONS_ PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, OR PSS 7900 SERIES SYSTEMS AS 8. PLUMBING AND FIRE PROTECTION PIPING IS NOT TO BE INSTALLED IN ELECTRICAL_ ROOMS, RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT CLOSETS, OR TELEPHONE ROOMS EXCEPT PIPING SERVING THAT SPECIFIC ROOM. SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. 9, LOCATE ALL. SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0" FROM ACCESS 18. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THE PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. LEAST VISIBLE LOCATION FROM THE ENTRY VIEW. ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL 10. BE INSULATED WITH HAND]—LAV GUARD MODELS 102 AND 105 INSULATION KITS. DSW TENANT FT -UP FLOOR PLAN SCALE: 1/8" = 1'-0" RF RE KI FA _ I R9 i'i I-i C• ANCHOR g C D E F. �__— CONSULTANT ............. 71 Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCRO`iS, GA 30093 PHONE (770" 171 —5547 FAX (770)448-0262 EMAIL Jse0jordanskala.com COPYRIGHT (D 2004 JORDAN & SKAA ENGINEERS INC. SEAL Q) REVISIONS # DATE DESCRIPTION 0 10/01/04 DSW SHELL & UPFIT This document is Q Phillips Partnership, PC and is considered an Instrurnant 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 1501 W.P. BALL BOULEVARD PROJECT— — - THEMA TPLA AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT is 3 m <WY NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOL COMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHIL L IPS JOB NUMBER—�--------�-- 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE ,1MW/RVVF TENANT FIT UP FLOOR PLAN PLUMBING SHEET NUMBER::;;-<».>_,..,;,. REVISION # 27 SUMMARY A. ADDED SHEET FD-1 W/ TP, TV, 2N EWH-'I : I" INLET/OUTLE MOUNTED ABOVE MOP S RUN T&P FULL SIZE TO JR-1: 3"W, 2"V, 1/2"HV 5/4"HW/CW A/C & DN S-1/GG-1: 2"W 2"V 1 4"S B/F @ 1 I.E. 50.17' 4" V UP & V.T.R. WC-1/2: 4"S, 2"V, 1/2"CW LAV-1: 2 "W, 2'V, 1 /2"HW/CW EWC-1: 2"W 2"V, 1/2"CW ENLARGED RESTROOM/LOUNGE PLAN SCALE: 1/4" = 1'-0" 4"VTR I 1 2" `1 12„ `\ 1 WC 12„ 1` I LA_V I ```' , [AV 12 • I• I I '2 4» 2„ 1 FD 1 v 3>, 12" 1 � T WC I WC FD 3„ 1/2 /" ( � WC 2" 4I 1 � � 411 I �w [AV 2» I I ` WC �� 4„ I 12" � - 4" I I c WC I [AV ! ' I w w3/4" URL 4 \\ � EWC WC 1 1/4" URLG 3/4„ / . w LAV w LAV \ 1/2" w . w \�w 1/2 .......�� WATER COOLER w `w \, 3/4„ 1 1/4" w 1 1/4"-,,, I \ w i �- I HW I I II 3/4" 13/4„ MOP 1 ev SINK a I 1/2" 1/2" \~`� BRFAKROOM SINK PLUMBING FIXTURE SCHEDULE NOTES 1. SEATS FOR WATER CLOSETS SHALL BE CHURCH 5321.112. 5. TRAPS FOR LAVATORIES AND WATER COOLERS SHALL BE DEARBORN. 2. SUPPLY AND KEY STOPS FOR TANK TYPE WATER CLOSETS SHALL BE 6. FLUSH VALVES FOR URINALS SHALL BE DELANY F451. DEARBORN. 3. SUPPLY AND WHEEL STOPS FOR LAVATORIES, SINKS, AND WATER COOLERS SHALL BE DEARBORN. 4. SUPPLY AND KEY STOPS FOR WHEELCHAIR LAVS SHALL BE DEARBORN. FIXTURE DESCRIPTION PIPING CONNECTIONS MANUFACTURER'S CATALOG NUMBER MOUNTING DESIGNATION COLD HOT TRAP WASTE VENT FIXTURE STOP OUTLET FAUCET HEIGHT WC-1 WHITE, VITREOUS CHINA TANK TYPE WATER SAVER WATER CLOSET, FLOOR MOUNTED WITH SIPHON JET ACTION ELONGATED BOWL, WHITE SEAT WITH OPEN FRONT, CLOSE -COUPLED 1/2" INTEGRAL 4" 2" AMERICAN STANDARD - 17" TO RIM TANK, WITH WATER -SAVER TRIM & 2 BOLT CAPS. FIXTURE HEIGHT IS TO BE WHEELCHAIR 2998,012 ACCESSIBLE. WC-2 WHITE, VITREOUS CHINA TANK TYPE WATER SAVER WATER CLOSET, FLOOR MOUNTED WITH SIPHON JET ACTION ELONGATED BOWL, WHITE SEAT WITH OPEN FRONT, CLOSE -COUPLED 1/2" INTEGRAL 4" 2" AMERICAN STANDARD 14" TO RIM TANK, WITH WATER -SAVER TRIM & 2 BOLT CAPS. 2898.012 UR-1 WHITE, VITREOUS CHINA WASHOUT URINAL, WALL MOUNTED, INTEGRAL TRAP, 3/4" TOP SPUD 3/4" 2" 1-1/2" AMERICAN SLOAN 17" TO FOR EXPOSED CHROME PLATED FLUSH VALVE, SIDE PRIVACY SHIELDS, WALL HANGER AND STANDARD 186-1 URINAL LIP SUPPORTING BOLTS, MOUNT AT ADA HEIGHT. 6501.010 44" MAX TO FLUSH VALVE. LAV--1 WHITE, VITREOUS CHINA 18"X20" ADA COMPLIANT WALL HUNG LAVATORY WITH WALL HANGER, 1/2" 1/2" 1-1/2" 1-1/2" 1-1/2" AMERICAN DEARBORN GRID SYMMONS 34" TO FRONT OVERFLOW, 4" CENTERS. INSTALL FLEXIBLE SUPPLY PIPES WITH WHEEL HANDLE STANDARD 2720SCW STRAINER S-60-G--H RIM STOPS, PERFORATED GRID DRAIN WITH TAILPIECE, 1-1/2" ADJUSTABLE "P" TRAP, (OFFSET 0355.012 & INSULATE OUTLET, SUPPLIES & TRAP PER A.D.A.) AND PUSHBUTTON METERING FAUCET. S-1 18 GAUGE, TYPE 302 (18-8) NICKEL BEARING STAINLESS STEEL, SELF -RIMMING, SINGLE 1/2" 1/2" 1-1/2" 1-1/2" 1-1/2" ELKAY DEARBORN LK-35 ELKAY COUNTER COMPARTMENT SINK. FURNISH WITH TOP MOUNT TWO HANDLE FAUCET, CHROMED METAL LRAD-2521 2720SCW BASKET LK-2433 WING HANDLES, SWING SPOUT, AERATOR, AND REMOVABLE BASKET STRAINER. INSTALL -55-3 STRAINER FLEXIBLE SUPPLY PIPES WITH WHEEL HANDLE STOPS AND ADJUSTABLE "P" TRAP. GG-1 FOOD WASTE DISPOSER WITH SMOOTH, BAKED ENAMEL FINISH, SHOCK MOUNTED FOR QUIET 1-1/2" 1-1/2" 1-1/2" INSINKER- ON SINK OPERATION, STAINLESS STEEL CUTTING TEETH, RUST AND CORROSION RESISTANT GRINDING ATOR OUTLET CHAMBER, LIFETIME LUBRICATED 3/4 N.P. MOTOR AND BEARINGS, BUILT-IN MANUAL RESET 555/SS OVERLOAD PROTECTOR. INSTALLATION BY P.C., WIRING BY E.C. 120 VOLT. JR-1 MOLDED STONE MOP SERVICE BASIN, 24"X24"X10" WITH FACTORY INSTALLED STAINLESS STEEL 1/2" 1/2" 3" 3" 2" FIAT INTEGRAL FIAT FLOOR ® DRAIN BODY WITH STRAINER, CHROME PLATED SERVICE FAUCET WITH WALL BRACE, PAIL HOOK, MSB-2424 830-AA MOUNTED HOSE THREAD ON SPOUT, INTEGRAL VACUUM BREAKER, AND INTEGRAL STOPS. PROVIDE #889-CC-24 MOP HANGER, HOSE & BRACKET AND #E-77-AA VINYL BUMPER GUARD. FD-1 COATED CAST IRON, TWO-PIECE BODY WITH DOUBLE DRAINAGE FLANGES AND WEEPHOLES, (1/2" 3" 3" J. R. SMITH 3" FLUSH W/ BOTTOM CAULK OUTLET AND ADJUSTABLE POLISHED NICKALOY STRAINER. PROVIDE DRAINS WITH PRIMER 2005A-PO50 FLOOR 1/2" TRAP PRIMER CONNECTION. PROVIDE TRAP PRIMERS FOR ALL DRAINS NOT INDIRECTLY (11ONN.) -03 CONNECTED TO THE SANITARY SYSTEM. EWC-1 SPLIT-LEVEL WALL MOUNTED, WHEELCHAIR ACCESSIBLE ELECTRIC WATER COOLER, ALL AUTOMATIC 1/2" 1-1/4" 1-1/2" 1-1/2" OASIS DEARBORN PER WITH TANK, COOLING COIL, INSULATED COOLING SYSTEM, SELF CLOSING TOUCH PADS WHICH ELECTRONICALLY ACTIVATE EACH BUBBLER VALVE. INSTALL FLEXIBLE SUPPLY PIPE WITH WHEEL "P" PBAMSL 2712CW MFR. SPEC. HANDLE STOP AND ADJUSTABLE TRAP. TRAP BRASS FLOOR DRAIN TRAP PRIMER VALVE, AUTOMATICALLY OPENS WHEN LAVATORY FAUCET 1/2" PRECISION .1/2" EXPOSED �y PRIMER IS ACTIVATED. PLUMBING BELOW 11 PRODUCTS LAVATORY "PRIME - RIFE" WATER HEATER SCHEDULE SYMBOL LOCATION/ STORAGE GPH ELECTRICAL CRITERIA NOTES MODEL NO. CAPACITY REC./TEMP. RISE OUTLET KW GALLONS TEMPERATURE INPUT EWH-1 MEN'S RESTROOM/ 10 19/65' 120'F 3 1-5 DEL-10 NOTES: 1. PROVIDE EXPANSION TANK SIZED PER THE WATER HEATER MANUFACTURER'S RECOMMENDATION 2. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE 3. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS, 4. ALL UNITS SHALT_ MEET ASHRAE 90-75 AND ALL LOCAL CODE REQUIREMENTS. 5. DESIGN BASIS: A.O. SMITH, COMMERCIAL GRADE, DURO-POWER SERIES, ASME RATING NOT REQ'D, SINGLE ELEMENT OPERATION. MI SI AKROOM MOTOR GONG ON OUTSIDE N 4" TO FIRE DE CONNECTION 2" ANGLE CHE 2" SIGHT GLAD 1 1/4" DRAIN 1 1/4" CHECK 3" DRAIN EXTE THRU WALL DRAINAGE PRODUCTS/SPECIALTIES UNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. EQUAL PRODUCTS: ZURN, JOSAM, WADE AND WATTS. LAVATORY -WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS. ELECTRIC WATER COOLER CARRIER -WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS. TP-"A"-AUTOMATIC TRAP PRIMER PPP PRIME -RITE SERIES AUTOMATIC TRAP PRIMER WITH MULTIPLE OUTLET DISTRIBUTION UNITS AS REQUIRED. TP-"L -TRAP PRIMER JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1-1/4" INLET AND OUTLET, 17 GAUGE SATIN CHROME -PLATED P-TRAP. NFWH-WALL HYDRANT-EXTERIOR-NF JAY R. SMITH FIG. 5509-QT NON FREEZE 3/4" CAST BRONZE HYDRANT WITH RECESSED STAINLESS STEEL BOX AND FRAME INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. TD-TRENCH DRAIN ZURN MODEL Z-812-DGC, (2) 12" WIDE POLYESTER FIBERGLASS CHANNEL SECTIONS WITH HEAVY-DUTY STEEL FRAME, EXTRA HEAVY-DUTY DUCTILE IRON GRATE. PROVIDE END CAPS AND 8" BOTTOM OUTLET. 'TO SPRINKLERS ALARM VALVE PRESSURE GAUGE (TYP.) PRESSURE SWITCH RETARD CHAMBER 1 1/2" DRAIN FINISHED S ED FLOOR a THRUST BLOCK 6" FIRE SERVICE WITH - ROD AND CLAMPS DIELECTRIC UNION (TYI ASME T&P RELIEF VAL DISCHARGE FULL SIZE & TERMINATE AT MOP 1 1/2" HIGH SAFETY 1" DRAIN ROUTE A/C TERMINATE AT MOP SIP PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION A/C ABOVE CEILING AD AREA DRAIN A/F ABOVE FLOOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE A/P ACCESS PANEL B/C BELOW COUNTER B/F BELOW FLOOR B/G BELOW GRADE —CD— CD CONDENSATE DRAIN --��}-- CV CHECK VALVE — - -- CW COLD WATER PIPING DN PIPING TURNING DOWN FD FLOOR DRAIN V} GV GATE/BALL VALVE H.C. HANDICAPPED ----- HW HOT WATER PIPING oc --- P-TRAP PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTOR ---- S--- S,W SOIL, WASTE PIPING (ABOVE GROUND) SW SOIL, WASTE PIPING BELOW GROUND ---- SA SHOCK ABSORBER TP TRAP PRIMER --- UNION a UP PIPING TURNING UP -------- V VENT PIPING VTR VENT THRU ROOF II-- WCO WALL CLEANOUT LIP WH/NFWH WALL HYDRANT/NUN-FREEZE WALL HYDRANT - GALLON EXPANSION TANK VACUUM RELIEF GATE VALVE_ (TYP.2) 1" CW SUPPLY 1 " HW OUTLET 3/4" CADMIUM PLATED ALL THREAD ROD WITH LOCK WASHERS AND DOUBLE NUTS (TYPA) SOLDER SEAMS WATER TIGHT CROSS BREAK BOTTOM OF PAN TO DRAIN POINT 2" X 2" X 1/4" GALVANIZED ANGLE IRON FRAME DRAIN VALVE ELECTRIC WATER HEATER MOUNTING DETAIL SCALE: N.T.S. FULL SIZE BY PASS NORMALLY CLOSED 2" OUT TO SYSTEM PRV-2 SEE SCHEDULE PRESSURE GAUGE (TYR) UNION (TYP.) PRV-1 SEE SCHEDULE STRAINER (TYP.) NOTE: THIS DETAIL APPLIES ONLY IF THE WATER PRESSURE AT THE SERVICE ENTRANCE EXCEEDS 80 PSI. VAOM mmak Am I L L I r P A R T N E R S H I P Architecture - Interior Design . Planning 770.394.1616 770.394.1314 RF 1RE K J If A ANCHOR g C D CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 E L: ise©jordonskala.com COPYRIGHT 0 2004 JORDAN & SKAIA ENGINEERS INC. SEAL a 0 REVISIONS ---- # DATE DESCRIPTION 0 10/01/04 DSW SHELL & UPFIT This document is Q Phillips Partnership, PC and is considered an Instrurnent of Service and is solely for use with respect to the project us indicated below. All rights reserved. This document rnay not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT no 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 4 v v SANFORD, FLORIDA CLIENT w z x NORTH AMERICAN PROPERTIES NORTH AMER ICAN 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 DRAWING TITLE JMW/RWF ENLARGED FLANS & ISOMETRICS i SANITARY DOMSTIC WATER ISOMETRICS SCALE: N.T.S. FIRE SERVICE ENTRANCE DETAIL SCALE: N.T.S. DOMESTIC WATER SERVICE ENTRY DETAIL SCALE: N.T.S. RE -VISION # 27 SUMMARY A. ADDED SHEET SHEET NUMB PLUMBING SPECIFICATIONS 15010 GENERAL PROVISIONS 15100 PLUMBING BASIC MATERIALS AND METHODS 15250 EQUIPMENT IDENTIFICATION 15325 PLUMBING FIXTURES AND EQUIPMENT 5) UNDERGROUND LINES TO BE TESTED BEFORE BEING CONCEALED. A. PROVIDE ALL MATERIALS AND EQUIPMENT AND A. PROVIDE AND ERECT THE FOLLOWING PIPING AS A. STENCILS, LABELS, TAGS, AND COLOR CODES SHALL CONFORM A. WATER CLOSETS, URINALS AND LAVATORIES SHALL BE VITREOUS CHINA CONTRACTOR SHALL REPAIR ANY LEAKS AND ALL DAMAGE RESULTING PERFORM ALL LABOR REQUIRED TO INSTALL A SHOWN ON THE DRAWINGS AND/OR AS REQUIRED. TO ANSI Al 3. BY AMERICAN STANDARD. EQUAL PRODUCTS BY KOHLER OR CRANE MAY BE THEREFROM. PLUMBING SYSTEM, COMPLETE AS INDICATED ON THE DRAWINGS, AS REQUIRED BY CODE AND AS SPECIFIED 1) SANITARY BUILDING DRAIN AND VENT SERVICE WEIGHT B. PRODUCTS SHALL BE SETON. EQUAL PRODUCTS BY BRADY MAY PROVIDED AT THE_ CONTRACTOR'S OPTION. VITREOUS CHINA FIXTURES SHALL ALL BE BY THE SAME MANUFACTURER. 6) UNDERGROUND PIPING SYSTEM IS TO BE TESTED AT 125 PSI FOR 2 HEREIN. CAST IRON SOIL BE FURNISHED AT CONTRACTOR'S OPTION. HOURS, NO DROP. PIPE OR PVC B. ALL WALL HUNG LAVATORIES, URINALS AND TRIM, B. WITHOUT RESTRICTING THE GENERALITY OF THE PLASTIC C. STENCILS SHALL BE REUSABLE AND HAVE 1" HIGH CHARACTERS. FLUSH VALVES, ETC., SHALL BE MOUNTED AT THE MANUFACTURER'S 7) CHANGES IN AMBIENT TEMPERATURE WILL BE TAKEN INTO ACCOUNT FIRST STATEMENT, THE WORK TO BE PERFORMED UNDER CHARACTERS SHALL BE PAINTED WHITE OVER A BLACK BACKGROUND. RECOMMENDED ROUGHING IN MEASUREMENTS, UNLESS OTHERWISE WHEN TESTING UNDERGROUND PIPING, FIOWEVER, THE VARIOUS "THOROUGHLY THIS DIVISION SHALL INCLUDE, BUT IS NOT LIMITED INCLUDE ON PIPING A WHITE (OR BLACK) STENCILED ARROW IN NOTED. SYSTEMS SHALL BE INSPECTED FOR LEAKS BEFORE TO, THE FOLLOWING: 2) SANITARY SEWER SERVICE WEIGHT CAST IRON OR FLOW DIRECTION NEXT TO STENCIL. STENCIL ONLY AFTER FINAL HYDROSTATIC PRESSURE TESTS ARE CONCLUDED. PVC PLASTIC PAINTING IS COMPLETE. CHARACTERS SHALL BE LEGIBLE FROM C. FLUSH VALVES SHALT_ BE AS MANUFACTURED BY SLOAN, OR DELANY. 1) PLUMBING WORK AS DESCRIBED IN FLOOR. APPLY CLEAR ACRYLIC, LACQUER, OR VARNISH OVER THE CLOSET SEATS SHALL BE AS MANUFACTURED BY CHURCH, 8) ALL INTERIOR WATER PIPING: HYDROSTATIC TEST AT 125 PSI SECTIONS 15010 THROUGH 15375. FINISHED STENCIL. OI_SONITE OR SPERZEL . AWWA PROCEDURES. C. THE ELECTRICAL CONTRACTOR, UNLESS 3) DOMESTIC HOT AND COLD WATER TYPE "L" HARD COPPER PIPE. D. PREPRINTED FLEXIBLE VINYL LABEL WITH PERMANENT PRESSURE D. VANDALPROOF TRIMS SHALL BE PROVIDED FOR ALL FIXTURES AND 9) ALL UNDERGROUND, INTERIOR AND EXTERIOR GAS PIPING, LOW OTHERWISE NOTED, IS 1-0 PROVIDE POWER WIRING FOR SENSITIVE ADHESIVE BACK MAY BE USED ON PIPE INSTEAD OF EQUIPMENT IN ALL PUBLIC TOILET ROOMS. PRESSURE AND MEDIUM PRESSURE TO BE TESTED IN ACCORDANCE EACH TEEM OF ELECTRICAL EQUIPMENT AND MAKE 4) WATER SERVICE AND TYPE K COPPER STENCIL. LABEL SHALL BE OF SUFFICIENT LENGTH TO ENCIRCLE WITH LOCAL GAS COMPANY REQUIREMENTS_ FINAL CONNECTION TO MOTORS. UNDERGROUND LINES TUBING OR THE PIPE (AND INSULATION WHEN APPLICABLE) AND OVERLAP ON E. UNIONS TO BE AS FOLLOWS: 10)AFTER TESTING UNDERGROUND AND INTERIOR GAS PIPING, PURGE POLYPROPYLENE/ ITSELF. EACH LABEL SHALL HAVE AT LEAST ONE FLOW DIRECTION D. ALL FINISH PAINTING IS TO BE PERFORMED BY POLYBUTYLENE ARROW AND SHALL BE PERMANENTLY LABELED WITH PIPE CONTENT. 1) UNIONS FOR COPPER PIPE TO BE 150LB., ALL BRONZE, SYSTEM COMPLETELY TO OUTDOORS. THE GENERAL CONTRACTOR, EXCEPT AS NOTED WHERE ACCEPTABLE BY CODE. E. PIPING, VALVES, DRAINS, CONTROL PANELS AND SIMILAR EQUIPMENT SOLDER END TYPE BY CHASE. EQUAL PRODUCTS BY CRANE, MUELLER OR NORTHERN INDIANA BRASS COMPANY MAY BE 11)SOIL, WASTE, VENT AND STORM DRAINAGE PIPING SHALL BE ELSEWHERE. THIS CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED BY HIM SHALL BE IDENTIFIED AS TO FUNCTION AND SYSTEM NUMBER AS FURNISHED AT THE CONTRACTOR'S OPTION. WATER AND SMOKE OR AIR TIGHT. AFTER ORIGINAL PAINTING. B. THIS CONTRACTOR WILL INFORM HIMSELF OF THE EXACT DIMENSIONS DIRECTED BY THE TENANT'S REPRESENTATIVE AND AS LISTED BELOW: 2) UNIONS FOR STEEL PIPE TO BE FAIRBANKS TYPE PIC, 300 B. MEASURE LEAKAGE BY METERING WATER REQUIRED TO MAINTAIN LINE E. ALL WORK SHALL CONFORM TO CODES, RULES, OF FINISHED WORK WHERE PIPES ARE TO BE PLACED AND WILL ARRANGE HIS WORK ACCORDINGLY, ASSUMING ALL RESPONSIBILITY ITEM TYPE LB. GALVANIZED MALLEABLE IRON, GROUND SEAT, BRONZE PRESSURE, REMOVE AIR BEFORE TESTING. AND REGULATIONS: FOR PROPER LOCATION. IN THE ERECTION OF THE MAINS, IDENTIFICATION TO STUB, NON -SHOCK. EQUAL PRODUCTS BY ROCKWEL L , SPECIAL CARE SHALL BE USED PROVIDING SUPPORT AND PROPER PIPING STENCIL OR PIPE GRINNELL OR CRANE MAY BE FURNISHED AT THE C. REPAIR ANY LEAKING JOINTS AND DEMONSTRATE ACCEPTABLE LEAKAGE 1) 2001 FLORIDA PLUMING CODE ALLOWANCES SHALL BE MADE FOR EXPANSION. LABEL CONTRACTOR'S OPTION. TO SATISFACTION OF TENANT'S REPRESENTATIVE AND APPROVING 2 NATIONAL FIRE PROTECTION ASSOCIATION. VALVES TAG AUTHORITY. FLUSH ALL PIPING BEFORE PLACING INTO OPERATION. 3) CERTAIN CODES AND STANDARDS AS SET UP BY C. ALL PIPE LINES MUST BE PROVIDED WITH A SUFFICIENT NUMBER PIPING SPECIALTY TAG 3) DIELECTRIC UNIONS BETWEEN FERROUS AND COPPER SHALL VARIOUS TECHNICAL SOCIETIES SUCH AS ASME, OF FITTINGS OR UNIONS 'TO MAKE POSSIBLE DISASSEMBLY WITHOUT CABINETS LABEL BE INSULATED TO PREVENT METAL -TO -METAL CONTACT AND ASHRAE, ASTM, SMACNA, ARI, AABC, OR IEEE. BREAKAGE OF FITTINGS. PUMPS STENCIL SHALL BE MANUFACTURED BY CAPITAL MANUFACTURING FIRE PROTECTION SYSTEMS 4) FEDERAL OCCUPATIONAL SAFETY AND HEALTH TANK STENCIL COMPANY OF COLUMBUS, OHIO. EQUAL PRODUCTS BY PATROL A. GENERAL STANDARDS. D. ALL EXPOSED PIPING SHALL BE NEAT AND CAREFULLY ALIGNED WATER HEATER AND OTHER STENCIL OR PECO SALES COMPANY MAY BE FURNISHED AT THE 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED 5 LOCAL INSPECTOR'S REQUIREMENTS. WITH THE STRUCTURAL ELEMENTS OF THE BUILDING. NO OFFSETS EQUIPMENT CONTRACTOR'S OPTION. TO INSTALL A COMPLETE_ FIRE PROTECTION SYSTEM FOR 6 STATE INDUSTRIAL COMMISSION REQUIREMENTS. OR OBLIQUE BENDS WILL BE PERMITTED. DRAWINGS ARE PROJECT. 7 BUILDING INSURING AGENCY DIAGRAMMATIC AND SHOULD NOT BE USED FOR LAYOUT WORK. F. PAINT GAS LINES AS FOLLOWS: F. VALVES -TO BE AS FOLLOW: REQUIREMENTS. B. DESIGN BASIS E. ALL LOW POINTS IN WATER PIPING TO HAVE DRAIN VALVES WITH 1) PIPING EXPOSED OUTSIDE - BRIGHT YELLOW. 125 LB. S.W.P. GATE, GLOBE AND CHECK VALVES: 1. DESIGN BASIS FOR SYSTEM SHALL BE PER NFPA 13 AND LOCAL STANDARD HOSE ATTACHMENTS. HOT AND COLD WATER PIPING IS 2) PIPING EXPOSED IN UNFINISHED SPACES - CODE REQUIREMENTS. F. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND TO PITCH TOWARD THE NEAREST DRAIN VALVE. BRIGHT YELLOW. 1) GATE (2-1/2" AND SMALLER) - ALL BRONZE, SCREWED, 2. SYSTEM SHALL BE HYDRAULICALLY CALCULATED AS REQUIRED BY BUILDING CODES HAVING JURISDICTION SHALL BE 3) PIPING EXPOSED IN FINISHED SPACES - WHITE TAPERED, SOLID WEDGE DISC, SCREWED BONNET, RISING CODE, OBTAINED AT THE PROPER TIME BY AND AT THE F, ALL PIPES TO BE INSTALLED SHALL BE LOCATED AT SUFFICIENT ENAMEL. STEM. 3. PIPE_ SIZES INDICATED ON DRAWING ARE APPROXIMATE AND EXPENSE OF THIS CONTRACTOR. DISTANCE FROM WALLS, OTHER PIPES, CONDUIT, DUCTWORK AND SHALL BE VERIFIED PER THE CONTRACTORS HYDRAULIC OTHER OBSTACLES TO AVOID INTERFERENCE AND TO PERMIT THE G. IDENTIFY PIPE LINES WITH STENCIL OR PIPE LABEL WITH 2) BALL (2-1/2" AND SMALLER) -- ALL BRONZE, TEFLON STEM CALCULATIONS. G. -THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. COLOR CODED BANDS AT THE FOLLOWING LOCATIONS: SEALS AND SEAT, 1/4 TURN SHUT-OFF, VINYL COVERED C. DRAWINGS AND CALCULATIONS REQUIRED BY ALL LAWS, ORDINANCES AND PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN G. MECHANICAL JOINT TYPE PIPING SHALL BE INSTALLED PER 1 AT EQUIPMENT CONNECTION AT EACH VALVE. HANDLES. 1. CONTRACTOR SHALL PREPARE SUBMITTAL DRAWINGS AND HYDRAULIC CALCULATIONS FOR SPACE IN ACCORDANCE WITH CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT MANUFACTURER'S RECOMMENDATIONS. 2 AT BOTH SIDES OF WALLS THROUGH WHICH PIPE PASSES. 3) GLOVE (2-1/2" AND SMALLER) - ALL BRONZE, SCREWED, OWNER'S INSURANCE COMPANY BUILDING DEPARTMENT, AND LOCAL SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, 3 AT EVERY 20 FT. INTERVAL ON CONTINUOUS PIPE LINES. TAPERED, SOLID WEDGE DISC, SCREWED BONNET, RISING FIRE AUTHORITY REQUIREMENTS. CHARGES, ASSESSMENTS AND OTHER EXPENSES IN H. FURNISH AND INSTALL IN THE PIPING LEAVING THE WATER 4 AT EACH BRANCH CONNECTION. STEM. 2. CONTRACTOR SHALL PERFORM A FLOW TEST DATA ON CITY WATER CONNECTION THEREWITH. HEATERS, THERMOMETERS AND WELLS FOR MEASURING THE WATER ,TEMPERATURES. 5) SHOW FLOW DIRECTION ARROWS AT EACH IDENTIFICATION POINT. 4) CHECK (2-1/2" AND SMALLER) - ALL BRONZE, SCREWED, MAIN AND SUBMIT DATA WITH CALCULATIONS. THERMOMETERS ARE TO BE GLASS WITH 9" SCALES HORIZONTAL SWING CHECK WITH BRONZE DISC. 3. CONTRACTOR AND DESIGNER SHALL BE STATE CERTIFIED. FT. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC. EXACT AND GRADUATED SO THAT EXPECTED TEMPERATURE IS MIDWAY OF LOCATIONS ARE DETERMINED BY STRUCTURAL AND OTHER SCALE, STAINLESS STEEL FRONT, SEPARABLE SOCKET AND GLASS H. PIPE STENCIL SCHEDULE: D. PIPING CONDITIONS. DESIGN OF SYSTEM MAY NOT BE CHANGED. WINDOWS. THERMOMETERS BY TRERICE, ASHCROFT, MARSHALLTOWN, COLOR STENCIL TAG G. VALVES SHALL BE MILWAUKEE, EQUAL PRODUCTS BY CRANE, 1. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13 ONLY EXACT LOCATION OF PIPING MAY BE REVISED TO AND WEISS ARE ACCEPTABLE. SERVICE CODE DESIGNATION DESIGNATION AM MAY BE FIAMMOND, POWELL, WALWORTH, NIBCO OR STOCKFIA AND LOCAL CODE REQUIREMENTS. SUIT CONSTRUCTION CONDITIONS AND AID IN COORDINATION FURNISHED AT THE CONTRACTOR'S OPTION. 2. FIRE PROTECTION PIPING SHALL BE AS FOLLOWS: WITH WORK OF OTHER CONTRACTORS. 15200 PLUMBING SYSTEMS DOMESTIC COLD LIGHT D.C.W.S. D.C.W.S, A. BELOW -GRADE OUTSIDE BUILDING - DUCTILE IRON, CEMENT WATER SUPPLY BLUE H. SHOCK ABSORBERS TO BE AS FOLLOWS: LINED. CLASS OF PIPE AS DIRECTED BY LOCAL WATER I. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK A. SANITARY BUILDING DRAIN, SOIL, WASTE AND VENT LINES SHALL PURVEYOR WITH MECHANICAL OR PUSH -ON TYPE JOINTS. SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BE SERVICE WEIGHT CAST IRON HUBLESS PIPE WITH STAINLESS STEEL DOMESTIC HOT DARK D.H.W.S. D.H.W.S. 1) SHOCK ABSORBERS SHALL BE PRECISION PLUMBING B. INSIDE BUILDING - PIPE AND TUBING SHALL BE STEEL OR AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL COUPLINGS. PVC PLASTIC MAY BE USED. WATER SUPPLY BLUE PRODUCTS, INC. TYPE BAC. SHOCKSTOPS SIZED AS COPPER IN ACCORDANCE WITH NFPA REQUIREMENTS. REVIEWED BY THE ENGINEER AND/ OR ARCHITECT. RECOMMENDED BY PLUMING AND DRAINAGE INSTITUTE C. FLUSH ALL PIPING UPON COMPLETION OF PROJECT AND B. VENT STACKS SHALT EXTEND THROUGH THE BUILDING, TERMINATING 12" SANITARY SEWER - - - - - SAN. - - - - - OR MANUFACTURER. TEST PER NFPA REQUIREMENTS. J. THE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S REVIEW ABOVE THE ROOF. STANDARD FLASHING SHALL BE EXTENDED 12" IN ALL D. NO PIPING SHALL BE INSTALLED AT LOCATIONS SUBJECT SIX (6) COMPLETE COPIES OF THE CATALOG DATA AND/OR DIRECTIONS FROM THE VENT TERMINAL AND TURNED DOWN INTO VENT. STORM SEWER --- -- STM. ----- 2) EQUAL PRODUCTS BY WADE, SIOUX CHIEF, JOSAM OR TO FREEZING. SHOP DRAWINGS (SEPIAS AT CONTRACTOR'S OPTION) FOR FLASHING UNITS AS MADE_ BY STONEMAN CAULK TYPE NO. S1110-4 MAY ZURN MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 3. EXCAVATION AND BACKFILL - SEE SECTION 15050, BASIC EVERY MANUFACTURED ITEM OF EQUIPMENT AND ALL BE USED IN LIEU OF FIELD FABRICATED FLASHINGS. GAS ----- GAS GAS MATERIALS AND METHODS. COMPONENTS TO BE USED IN THE WORK, INCLUDING SPECIFIC I. CLEANOUTS TO BE AS FOLLUWS: PERFORMANCE_ DATA, MATERIAL DESCRIPTION, RATING, C. HORIZONTAL RUNS SHALL BE GIVEN AS STEEP A PITCH TOWARD THE I. TAG ALL VALVES AND PIPE SPECIALTY WITH A NUMBER, FURNISH E. SPRINKLER HEADS CAPACITY, WORKING PRESSURE, MATERIAL GAUGE OF OUTLET AS CONDITIONS WILL PERMIT BUT NOT LESS THAN 1/8" PER A SCHEDULE OR SCHEDULES OF ALL VALVES OR DEVICES TAGGED 1) FLOOR TYPE TO BE ADJUSTABLE CAST IRON WITH NICKEL 'TOP 1. SPRINKLER HEADS SHALL BE U.L. LISTED AND BE MANUFACTURED THICKNESS, BRAND NAME, CATALOG NUMBER AND GENERAL FOOT, WITH NUMBER, LOCATION AND PURPOSE OF EACH VALVE AND BRONZE TOP. ZURN #ZN-1400-T. TO BE FLUSH BY CENTRAL, STAR OR VIKING. TYPE. THE SUBMISSION SHALL BE COMPILED BY THE INCLUDE IN OPERATING AND MAINTENANCE MANUAL. WITH FLOOR. 2. SPRINKLER HEADS SHALL BE AS FOLLOWS: CONTRACTOR AND REVIEWED BY THE ENGINEER BEFORE ANY D. FULL "Y" BRANCH FITTINGS AND EXTENSION WITH BRASS NIPPLES A. AREAS WITH EXPOSED STRUCTURE OF THE EQUIPMENT IS ORDERED. AND FINISHED SCREW PLUGS FOR CLEANOUTS SHALL BE PLACED IN 15275 STERILIZATION 2) WAI_I_ TYPE TO BE CAST IRON TEE WITH ROUND POLISHED 1. UPRIGHT - ROUGH BRASS. ACCESSIBLE POSITIONS AT ENDS OF HORIZONTAL LINES OF PIPE STAINLESS STEEL ACCESS COVER AND THREADED PLUG. B. AREAS WITH CEILINGS K. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT AND AT FOOT OF ALL VERTICAL LINES OF PIPE OR ELSEWHERE, A. AFTER DOMESTIC WATERLINES ARE INSTALLED, STERILIZE LINES ZURN #Z-1446. 1. SEMI -RECESSED - CHROME PLATED WITH TWO (2) SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT DOCUMENTS. AS MAY BE REQUIRED BY THE CODE. INCLUDING OUTSIDE SERVICES. PIECE ADJUSTABLE ESCUTCHEON. 2. RECESSED -BRASS FINISH WITH OFF-WHITE CEILING THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THE 15350 INSULATION COVER PLATE. CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM E. WHERE CLEANOUTS OCCUR IN FINISHED AREAS, THEY SHALL BE B. FURNISH A CERTIFICATE OF STERILIZATION AND APPROVAL FOR HUMAN CONSUMPTION TO BE SIGNED BY A PROFESSIONAL EN:�;INEER A. PIPE INSULATION AND APPURTENANCES AND COVERINGS ON PIPES 3. SIDEWALL - CHROME PLATED WITH OFF-WHITE, TWO DRAWINGS OR SPECIFICATIONS, PROVIDING PROPER WITH RECESSED AND COVERS TO BE FLUSH WITH THE FLOOR OR WALL. BRASS PLUGS WILL BE USED FOR ALL CLEANOUTS 1-1/2 AND UP REGISTERED IN THIS STATE, REGULARLY EMPLOYED BY THE TESTING USED IN CHASES, SHAFTS OR OTHER CONCEALED SPACES IN (2) PIECE, SEMI -RECESSED ESCUTCHEON. CLEARANCE FABRICATION PROCESS AND COORDINATION OTHER TRADES. IN SIZE LOCATED IN THE SALES FLOOR OR PUBLIC RESTROOMS. LABORATORY. CERTIFICATE MUST BE GIVEN TO THE ARCHITECT AND TYPES 1 AND 2 CONSTRUCTION SHALL HAVE A FLAME SPREAD 3. INSTALL HIGHER TEMPERATURE SPRINKLER HEADS WHERE USE CAST IRON CLEANOUT PLUGS AT ALL OTHER LOCATIONS. TENANT BEFORE FINAL PAYMENT WILL BE MADE. RATING NOT EXCEEDING TWENTY-FIVE (25) AND IN TYPE 3 REQUIRED BY CODE OR APPLICATION. L. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP AND 4 CONSTRUCTION NOT EXCEEDING SEVENTY-FIVE (75) AND A 4. INSTALL DRY SPRINKLER HEADS IN PENTHOUSE AREA. DRAWINGS SHALL BEAR THE CONTRACTOR'S CERTIFICATION F, HOT AND COLD WATER PIPING, ABOVE GROUND, SHALL BE TYPE C. STERILIZATION SHALL BE BY MEANS OF CHLORINE INJECTED INTO SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY (50). 5. SUBMIT SAMPLES OF SPRINKLER HEADS TO ARCHITECT PRIOR TO THAT HE HAS REVIEWED, CHECKED AND APPROVED THE SHOP "L" HARD COPPER TUBE WITH SOLDER FITTINGS. EXPOSED PIPING THE WATER SYSTEM NEAR THE SOURCE AND OUTLETS THROUGHOUT THE FABRICATION OF ANY PIPING. DRAWINGS, THAT TFIF_Y ARE IN HARMONY WITH THE AT FIXTURES SHALL BE CHROME PLATED BRASS. SYSTEM SHALL BE TESTED TO PROVE PRESENCE OF MINIMUM B. INSULATION SHALL BE SCHULLER MICRO-LOK 650 FIBERGLASS WITH 6. INSTALL INSPECTOR'S TEST CONNECTION WITH VALVE AND REQUIREMENTS OF THE PROJECT AND WITH THE PROVISIONS REQUIREMENTS. LEAVE CHLORINE IN FOR 24 HOURS AND FLUSH OUT FACTORY APPLIED ALL SERVICE JACKET WITH SELF-SEALING TAPE. TERMINATE DRAIN THROUGH EXTERIOR WALL WITH TEST FITTING OF THE CONTRACT DOCUMENT. AND THAT HE HAS VERIFIED G. G PP R TUBING SHALL HAVE SWEAT JOINTS AND BE CLEAN OF ALL COPPER SYSTEM UPON COMPLETION OF WORK. STERILIZATION PROCEDURE SHALL INSULATION SHALL LIMIT HEAT LOSS TO 25 BTU/HR./SQ.FT. OF AND SPLASH BLOCK. ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, SCALE AND FOREIGN MATTER BEFORE INSTALLATION. ALL ENDS BE WITNESSED BY THE TENANT'S REPRESENTATIVE. PIPE SURFACE WITH 55 DEGREES AMBIENT, AND SHALL BE 1/2" MATERIALS, CATALOG NUMBERS AND SIMILAR DATA. CONTRACTOR OF TUBING TO BE SWEATED SHALL BE REAMED, CLEANED AND THICK ON COLD WATER PIPING AND 1" THICK ON HOT WATER PIPING. SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE BURNISHED TO REMOVE DIRT AND OXIDE. HARD 95-5 SOLDER D. STERILIZATION SHALL BE PERFORMED UNDER THE IMMEDIATE F. VALVES SHOP DRAWINGS IS RECOMMENDED BY THE CONTRACTOR AND SHALL BE USED AND APPLIED TO THE JOINTS ACCORDING TO SUPERVISION OF A WATER TESTING LABORATORY REGULARLY ENGAGED C. GLUE IN PLACE WITHSCHULLER U-GLUE. „ 1. INSTALL ALL VALVES AS REQUIRED BY NFPA 1.3, UL OR FM 'THE CONTRACTOR'S GUARANTEE WILL FULLY APPLY. STANDARD PRACTICE AND/OR MANUFACTURER'S RECOMMENDATIONS. IN THE SERVICE AND SHALL BE DONE ACCORDING TO THEIR D. THE FITTINGS SHALL BE INSULATED WITH SCHULLER ZESTON LISTED AND AS MANUFACTURED BY GRINNELL, HAMMOND OR MILWAUKEE. SUITABLE ADAPTORS SHALL BE USED AT CONNECTION TO INSTRUCTIONS. INSULATION AND HAVE FACTORY PREMOLDED PVC COVERS. BUFF THE 2. ALL SHUT-OFF VALVES SHALL BE FITTED WITH TAMPER SWITCHES BY M. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK EQUIPMENT. 15300 ELECTRIC WATER HEATER JOINTS TOGETHER AND WRAP WITH 3" WIDE STRIP -TAPE, SEAL IN FIRE PROTECTION CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS THEREIN. SWITCHES SHALL BE AS MANUFACTURED BY NOTIFIER, POTTER OR ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH ALL FT EACH HOT AND COLD WATER BRANCH SHALL BE PROVIDED WITH PLACE WITH SCHULLER U-GLUE_. VIKING. CONDITIONS AS MAY AFFECT THE WORK UNDER THIS CONTRACT. A GATE VALVE SHUT-OFF AND EACH FIXTURE SHALL BE PROVIDED A. FURNISH AND INSTALL ELECTRIC WATER HEATER, SIZE, LOCATION AND 3 BY FLOW SWITCH RISER AS MANUFACTURED THE SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT THIS WITH A STOP VALVE. CAPACITY AS INDICATED ON THE DRAWINGS. E. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL . IFIERINSTALL C ON, POTTER OR VIKING AND WIRED BY ELECTRICAL EXAMINATION OF SITE HAS BEEN DONE. CONSTRUCTION HAS PROGRESSED SUFFICIENTLY TO INSURE AGAINST CONTRACTOR. C B. WATER HEATER SHALL BE A.O. SMITH. EQUAL HEATERS BY RUUD OR PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION. ALL 4 INSTALL "UL" LISTED ALARM CHECK VALVE ALL REQUIRED N. CONTRACTOR SHALL VERIFY LOCATION of UTILITIES AND NOTE LOCHINVAR MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. INSULATION DAMAGED THROUGH FAILURE TOBSERVE THIS DIRECTIVE . L A DRAINS AS TRIM, INCLUDING WATER MOTOR ALARM BELL AND CONDITIONS WHICH WOULD AFFECT THE WORK. ALL SHALT_ BE REPLACED AT PLUMBING CONTRACTOR'S EXPENSE. MANUFACTURED BY CENTRAL STAR OR VIKING. DISCREPANCIES SHALL THEN BE REPORTED PRIOR TO THE BID C. TANK TYPE ELECTRIC WATER HATER WITH CLASS- LINED TANK RATED 5. INSTALL "UL" LISTED DRY ALARM CHECK VALVE AND COMPRESSOR WITH AWARD. AT 150 PSI WORKING PRESSURE, MAGNESIUM ANODE PROTECTION, F. INSTALL ALL INSULATION ACCORDING To MANUFACTURER'S REQUIRED TRIM, INCLUDING WATER MOTOR ALARM BELL AND DRAINS AS BRONZE DRAIN VALVE, HIGH TEMPERATURE CUT-OFF SWITCH AND RECOMMENDATIONS. MANUFACTURED BY CENTRAL STAR OR VIKING. 0. SHOULD THE CONTRACTOR, IN GOING OVER THE DRAWINGS, IMMERSION THERMOSTAT. 6. INSTALL WALL MOUNTED INDICATOR VALVE AS MANUFACTURED BY RECOGNIZE ANY POINTS WHICH SEEM TO HIM TO BE G. INSULATION SHALL NOT BE APPLIED OVER FLANGES, JOINTS AND POTTER ROEMER, CROKER OR ELKHART AND APPROVED BY LOCAL INSUFFICIENTLY CARED FOR, TO THE EXTENT OF D. FURNISH AND INSTALL A WATTS NO. 40L, 3/4" TEMPERATURE AND SEAMS IN PIPING. AUTHORITIES. JEOPARDIZING THE GUARANTEE WHICH IS REQUIRED OF PRESSURE RELIEF VALVE AND EXTEND DISCHARGE PIPE, FULL SIZE, 7. INSTALL DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW HIM, HE SHALL STATE SUCH A SITUATION ALONG WITH TO WITHIN 6" ABOVE THE JANITOR'S RECEPTOR. H. INSULATION SHALL BE SCHULLER. EQUAL PRODUCT BY ARMSTRONG, PREVENTER, AS REQUIRED BY LOCAL WATER PURVEYOR AND AS HIS PROPOSAL; AND HE SHALL STATE WHAT DIFFERENCE, CERTAINTEED, OWENS- CORNING OR KNAUF MAY BE FURNISHED AT THE MANUFACTURED BY WATTS, ZURN OR CONBRACO. ADDITION, OR DELETION, IF ANY, SHOULD BE MADE IN E. MOUNT WATER HEATER ON SHELF AND DRAIN PAN PROVIDED WITH THE CONTRACTOR'S OPTION. 8. INSTALL CHROME PLATED WALL SIAMESE FIRE DEPARTMENT HIS PROPOSAL FOR 'THE WORK AS REGULARLY SPECIFIED, WATER HEATER, CONNECT HOT AND COLD WATER PIPING AND INSTALL CONNECTION INCLUDING NAMEPLATE, CAPS AND CHAINS AND IF SUCH DEFECT WERE REMEDIED BY HIM IN SUCH MANNER BALL VALVE AND UNION IN EACH LINE. 15375 PLUMBING SYSTEM TESTING CHECK VALVE WITH 3/4" AUTOMATIC BALL DRIP PIPED TO THAT HE COULD GUARANTEE THE ENTIRE INSTALLATION EXTERIOR AS MAINTAINED BY POTTER ROEMER, CROKER OR REQUIRED. F. PROVIDE AMTROL EXPANSION TANK AS SIZED ON THE DRAWINGS. A. SYSTEM TESTING SHALL PROVIDE FOR THE FOLLOWING: ELKHART. EQUAL PRODUCTS BY BELL AND GOSSETT OR ADAMSON MAY BE PROVIDED AT THE CONTRACTOR'S OPTION. 1) TEST NEW INTERIOR DOMESTIC WATER SYSTEM. 2) TEST ALL NEW GAS PIPING. G. FIRE STOPPING 1, SEE SECTION 15050, BASIC MATERIALS AND METHODS. 3) TEST ALL SOIL, WASTE, VENT AND STORM DRAINAGE. 4) FURNISH ALL PUMPS FOR AIR AND WATER PRESSURE TESTS ALONG WITH GAUGES AND ANY OTHER REQUIRED TEST EQUIPMENT. Architecture a Interior Design • Planning 770.394.1616 770.3943314 RF RE K�J rr Re E F ANCHOR i L B C D ET - CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (7747-5547 FAX (770)448-0262 El EMMAAII0)4L : jse8jordan5kola.curn COPYRIGHT* 2004 JORDAN & SKALA ENGINEERS INC. SEAL O REVISIONS # DATE: DESCRIPTION 0 10/01/04 DSW SHELL & UPFIT This document is Co Phillips Partnership, PC and is considered in Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. -This docurent may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT M.3 4 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 DRAWING TITLE J1VIW/RVVF ■ SPECIFICATIONS REVISION # 27 SUMMARY A. ADDED SHEET SHEET NUMB FIXTURE ;y ,.3 , ......... _ LANDLOI TENANT EXTEND SHOWN. `f J DSW - TENANT FIT -UP FLOOR PLAN - LIGHTING SCALE: 1 /8' = V--`0" VYY1r V11 IV VV.IY 11\VL VVIYInVI VI\VJ RF RE ikl \ I it y s<e FA E F G H KC ANCHOR 3 C D {k CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 04110070 5365 OAKBROOK PARKWAY, NORCROSS, CA 30093 PHONE (770)447-5547 FAX (770)446-0262 EMAIL• jseOjordanskalaxom COPYRIGHr(D 2004 JOROAN & SKALA ENGINEERS INC. SEAL ..................... ... ... I ............... ... FIXTURE PROVIDED AND 1STALLED BY LANDLORD. j !i TENANT ELECTRICAL CONTRACTOR SHALL EXTEND CIRCUIT TO PAN4 AND CONTACTOR SHOWN. (TYPICAL OF W-2:& W-4 FIXTURES) ! REVISIONS ji # DATE DESCRIPTION j ll Q 10/01 /04 DSW SHELL & UPFIT L..... _ ......... _........ _....i I;i1�•,II:,�i 'Ijlii,•1�i1llililijlli — l:•!i:ll:•11: I!,il!iliil:ii ilii Illi�llj .._...._..__.___. I i — i! ji it .... ... ..... jl — ,i l!. ii ! This docurent is 5 Phillips Portnership, PC and is ... .. ............ .._ _........ ..........j.}.... ... considered an Instrument of Service and is solely for use with respect to the project as indicated balow. All rights reserved. i I This document may not be reproduced without the prior i ! written consent of Phillips Partnership, PC. TENANT SWITCHES DIRECTLY OFFICE DOOR 1501 W.P. BALL BOULEVARD PROJECT THE A T i i AT SEMINOLE TOWNE CENTER j ;i I i I: 1! l'. ?' SANFORD, FLORIDA i� 1.3 CLIENT M .<i Cx; NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATL ANTA 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 DRAWING TITLE AWO/CCJ TENANT FIT UP ;.. T .v. FLOOD PLAN ` LIGHTING SHEET NUMBER LARK WEST x REVISION ■ 27 SUMMARYA. ADDED SHEET a l s I I AT.aNxato��a ` xt ----- ... ....... . ........ a Ic ON COLUMN AT THERM LOCATION (TYPICAL) DUCT DETECTOR TEST 5#ITCHES' 12 DISC. SWITCH BLD k-J 12 25A DUAL ELEMENT FUSES 18 WRAP 7, INSTALL RECEPTACLE AT APPROXIMATELY 12" BELOW DECK, MOUNTED HORIZONTALLY FACING UP. AT DECK, MOUNTED L0ADJNG 0 ILLUMINATED SIGN. iiiii 3 0 1:i.y ;I� � ......... . .. ..... ......... .... ... . . . ................... . ........ WITH SIGN CONTR. 40A DUAL ELEMENT FUSES —27 _.�INSTALL AT ROOF JOIST LEVEL DISC. SWITCH 40A DUAL ELEMENT CONTACTOR C4 FIRE ALARM SYSTEM REMOTE ANNUNICATOR PANEL. VERIFY EXACT INSTALL WEATHERPROOF, SINGLE Z048" IG LOCATION WITH LOC AL GANG RECESSED BOX FOR USE —49 DISC. SWITCH BY TENANT'S DATA COMPANY. FIRE DEPT. 90A DUAL ELEMENT FUSES 4 BOX TO JOIST LEVEL INSIDE —27 PPI DRY SPRINKLER AIR COMPRESSOR 1-4" EMPTY CONDUIT WITH PU10- WIRE . .......... TELEPHONE BACKBOARD. COO 0: .......................................................... .............................................................. ti LOCATE AT DF�Y SPRINKLER VALVE POWER TELEPHON PIPE BOLLARD EXACT LOCATION POWER TO:PANEL. TO BE DETERMINED BY POWER ! -FIRE ALARMCOMPANY. SEE DETAIL ON DWO E5. i -- | CONTROL L pp1-14 '�''— m Du//om vr ov^nu TYPICAL OF FOUR (4) CODED NOTES (D 4" X 4" X 2-1/8" OUTLET BOX BY ELECTRICAL CONTRACTOR FOR 48" EXTEND CONDUIT FROM JUNCTION BOX TO DEVICE LOCATIONS SHOWN. USE BY SECURITY SYSTEM INSTALLER FOR KEYPAD. INSTALL EXTEND 1-1/2" CONDUIT FROM JUNCTION BOX TO EACH CABINET ABOVE FINISHED FLOOR. EXTEND 1/2" CONDUIT FROM OUTLET LOCATION IN OFFICE. BOX TO ROOF JOIST. TURN CONDUIT OUT 90 DEGREES. INSTALL BUSHING ON END. SECURITY SYSTEM DOOR CONTACT LOCATION, INSTALL A SINGLE GANG OUTLET BOX AT ONE SIDE OF THE DOOR AT THE HEADER. CDTHREE (3) 2" CONDUITS IN WALL FOR curv, TELEPHONE, DATA, AND EXTEND 1/2" CONDUIT FROM THE OUTLET BOX TO THE ROOF JOIST. SECURITY SYSTEMS. LOWER ENDS OF CONDUITS TO BE CONNECTED TURN CONDUIT OUT 90 DEGREES. INSTALL BUSHING ON END. TO A RECESSED 24N24"x6" BOX W/BLANK COVER INSTALLED BELOW THE UNDERSIDE OF WORK COUNTER. COUNTER ELEVATION IS 27" AFF. TWO 1" CONDUITS (1-SPARE) FOR POWER, ONE 1-1/2" CONDUIT EXTEND CONDUITS UP TO JOIST AND TURN HORIZONTALLY AT ROOF FOR DATA AND TELEPHONE UNDER SLAB. TERMINATE AT EACH DECK. INSTALL BUSHINGS ON ENDS. INSTALL 22N22"X3/4" PLYWOOD CASH WRAP AS REQUIRED. COORDINATE EXACT REQUIREMENTS PANEL IN BOX. WITH THE TENANT. PROVIDE ADDITIONAL CONDUITS IF REQUIRED. ALL CONDUITS SHALL HAVE NYLON PULL WIRE AND BUSHED ENDS. 0DUCT 3 MOUNTED SMOKE DETECTORS AND TEST SWITCHES ARE FURNISHED AND INSTALLED BY THE HEATING CONTRACTOR. WIRED COMPLETE BY PROVIDE JUNCTION BOX FOR HAND DRYER. VERIFY EXACT LOCATION AND ELECTRICAL CONTRACTOR. SHOWN ON THIS SHEET FOR REFERENCE ONLY. DIRECTION OF HAND DRYER IN FIELD. CIRCUIT AS SHOWN. IS NOT BOXED OUT, SURCE SUPPRESSION UNIT MOUNTED ON WALL ABOVE MAIN 4) RECESSED RECEPTACLE. IF THE COLUMN DISTRIBUTION PANEL. EXTEND 1/2" EMT CONDUIT DOWN COLUMN IN A N EAT, WORKMANLIKE MANNER TO A SURFACE MOUNTED SINGLE GANG DISPLAY WINDOW RECEPTACLE. MOUNTED ABOVE WINDOW IN VERTICAL OUTLET BOX FOR 'THE RECEPTACLE. FACE OF SOFFIT. SECURITY SYSTEM MOTION DETECTOR LOCATION. INSTALL A SINGLE WP, GFI DUPLEX RECEPTACLE MOUNTED ON RTU, 24" ABOVE ROOF. GANG OUTLET BOX AT 7'-0" AFF, EXTEND 1/2" CONDUIT FROM OUTLET BOX TO ROOF iois-T. TURN CONDUIT OUT 90 DEGREES. INSTALL BUSHING ON END. CEILING PROVIDE BUSHING ON END OF CONDUIT TOTAL OFTHREE(3) CONDUITS CONDUIT OFFICE DATA RUN PLYWOOD BACKING INSIDE WORKBOX ANCHORED WITH CONSTRUCTION ADHESIVE SIZE 22'x22'x3/4� 1 2" FEED TO REGISTER BANKS LEFT OF ENTRANCE. THEN LOOP TO OTHERS ON SAME S|D[--'^ BOX MUST BE MOUNTED BELOW COUNTER TOP HEIGHT /- DATA RUNS ALL LOCATIONS ARE 4"x4"x2 1/8$) WITH SINGLE GANG EXTENSION --_J RING OR MUD RINGS. ^ FEED TO REGISTER BANKS RIGHT OF ENTRANCE. THEN LOOP TO OTHERS ON SAME 50E SEE ELECTRICAL POWER PLAN ON THIS SHEET 05, INSTALL A 3/4" CONDUIT TH 'THROUGH ROOF WI WEATHERHEAD FOR COAX CABLE, SECURE TO JOIST IN SPACE AND PROVIDE BUSHING ON END. .^"" """ ," i .���P91�-��---_-___-- '---- /l[[|/�[ ELECTRICAL � | �(�UU�[� PLAN L/| OFFICE LLLL/| |\|`�HL |gYYL|\ left r n I L L I R�A:EANCHOR CONSULTANT Project Number - 0410070 PHONE (7'014�1-5547, FAX (770)448-0262 SEAL REVISIONS # DATE DESCRIPTION considered (in Instrument of Sorvice und is uolvly for use with respect to the project u�; indicuted below. All rights ret;eived. 1`163 dorument FTIUY riot be reproduced without the prior written con-junt of Phillips Partrieruhip, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMER|tANPROPERTIES AJLANTA 1000HOLCOMBBRIDGE ROAD BUILDING 2VV.SUITE i5O ROSYYELL.GA30075 TEL(77O)O45'O5V6 FAX (77O)043'854V PH|LL|PSJOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED 8Y 05/14/04 DR/AW|NGTlTLE AN(J/CCJ TENANT FIT UP' FLOOR PLAN IN POWER f SHEET NUMBER E C =2' REVISION # 27 SUMMARY A. ADDED SHEET ELECTRICAL SYMBOLS NOTES: 1. ALL SYMBOLS MAY NOT APPLY. 2. MOUNTING HEIGHTS AS SHOWN UNLESS NOTED OTHERWISE ON THE DRAWING. 3. MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF DEVICE OR FROM FINAL GRADE AS APPLICABLE. 0 CODED NOTE WALL SWITCH NUMBER INDICATES 2, 3, `a OR 4 POLE LETTER INDICATES FIXTURE(S) CEILING MOUNTED SURFACE/RECESSED TO BE CONTROLLED BY SWITCH @ 48" LIGHTING FIXTURE 0 DIMMER SWITCH (0 48" WALL MOUNTED LIGHTING FIXTURE 120 VOLT DUPLEX RECEPTACLE @ 16" CEILING MOUNTED SURFACE/RECESSED 120 VOLT DOUBLE DUPLEX (QUAD) L� FLUORESCENT LIGHTING FIXTURE RECEPTACLE @ 16" CEILING MOUNTED SURFACE/RECESSED SPECIAL RECEPTACLE AS INDICATED @ 16" FLUORESCENT LIGHTING FIXTURE L� CEILING MOUNTED SURFACE/RECESSED -120 VOLT DUPLEX RECEPTACLE -SPLIT WIRED FLUORESCENT LIGHTING FIXTURE @ .l FJ„ } EMERGENCY EXIT SIGN SHADED & MASTER CLOCK SYSTEM CLOCK @ 88" QUADRANT INDICATES ILLUMINATED FACE ARROW INDICATES "DIRECTIONAL DATA SYSTEM OUTLET BOX @ 16" ARROW" POSITIONS) CEILING MOUNTED RECESSED EMERGENCY TELEPHONE OUTLET BOX C@ 16" LIGHTING FIXTURE —BATTERY TYPE WALL MOUNTED EMERGENCY LIGHTING IN -FLOOR DATA SYSTEM OUTLET BOX FIXTURE -BATTERY TYPE CEILING/WALL MOUNTED SURFACE IN -FLOOR TELEPHONE OUTLET BOX TRACK LIGHTING FIXTURE ASSEMBLY 120 VOLT IN -FLOOR RECEPTACLE AS CEILING MOUNTED SURFACE/RECESSED INDICATED LIGHTING FIXTURE -NIGHT TYPE AS INDICATED OO JUNCTION OR PULL BOX CEILING MOUNTED SURFACE/RECESSED FLUORESCENT LIGHTING FIXTURE EQUIPMENT DISCONNECT SWITCH @ 60" NIGHT TYPE AS INDICATED MAGNETIC COMBINATION MOTOR STARTER CEILING MOUNTED SURFACE/RECESSED OR CONTACTOR DISCONNECT SWITCH @ 60" FLUORESCENT LIGHTING FIXTURE ® MAGNETIC STARTER OR CONTACTOR @ 60" NIGHT TYPE AS INDICATED CEILING MOUNTED SURFACE/RECESSED FLUORESCENT LIGHTING FIXTURE ® NON-MAGNETIC MANUAL MOTOR STARTER @ 60" NIGHT TYPE AS INDICATED LIGHTING/POWER PANELBOARD WALL MOUNTED LIGHTING FIXTURE _ NIGI fF TYPE AS INDICATED SINGLE PHASE MOTOR CONDUIT RUNS ABOVE GRADE AD/ THREE PHASE MOTOR --" CONDUIT RUN BELOW GRADE OR IN CONCRETE SLAB CIRCUIT RUN TO PANELBOARD NUMBER OF ARROWS INDICATE QUANTITY OF CIRCUITS o — CONDUIT RISE --� CIRCUIT RUN TO PANELBOARD THRU C1 CONTACTOR LETTER -NUMBER INDICATES C - CONDUIT DROP CONTACTOR DESIGNATION 0 CEILING MOUNTED PHOTO/IONIZATION DETECTOR PP1-1,3,5 CIRCUIT RIJN TO PANELBOARD DESIGNATION — C-- INDICATES CIRCUIT NUMBERS G PHOTO/IONIZATION DETECTOR -DUCT MOUNTED -INDICATES PANEL DESIGNATION ALARM HORN ® MOTION DEFECTOR LJ ALARM HORN WITH VISUAL INDICATOR @ 80" N MOTION SENSOR VISUAL ALARM INDICATOR WITH NO HORN @ 80" B SECURITY SYSTEM DOOR STRIKE [F] MANUAL PULL STATION @ 48" MAGNETIC DOOR HOLDER -WALL OR FLOOR MOUNTED AS INDICATED IN PRESSURE SWITCH -- CAM ---CLOSED CIRCUIT TELEVISION CAMERA TAMPER SWITCH T❑ WALL MOUNTED TIMER @ 48" LEI WATER FLOW SWITCH ITP TERMINAL PANEL (1) THERMOSTAT @ 7 2 " QQ CEILING MOUNTED SPEAKER 0 WAI_I_ MOUNTED PUSH BUTTON @ 48" FLOOR MOUNTED MICROPHONE JACK LB1 BUZZER OO FLOOR/CEILING AUXILIARY JACK FL TY C( UK CHANNEL IS MOUNTED IN AN MANNER ON JOISTS ABOVE. MATCH CEILING COLOR. IS CONNECTED TO STEEL STRUT VT TO MATCH CEILING COLOR. N 1 /2" STEEL ALLTHREAD RODS CONDUIT TO SUPPORT CHANNEL. ;HANNEL OR EQUAL BY UNISTRUT. AD ROD PENDANTS. PAINT TO MATCH �. LOCATE PENDANTS AT 4 FOOT \RTING AT THE ENDS OF THE TRACK. PRECUT ^HOLES ^INTBASE LIGHTING FIXTURE SCHEDULE NOTES: 1. THE FIXTURE PREFIX INDICATES FIXTURE TYPE AND OR MOUNTING ARRANGEMENT: CH -CHAIN HUNG; CL-CEILING; EM-EMERGENCY; EX -EXIT; FL -GROUND MOUNTED FLOOD; P-POLE; PD-PENDANT; R-RECESSED; S-SURFACE; T-TRACK; UC-UNDER CABINET; W-WALL; WG-WIREGUARD (INSTALL WHERE INDICATED ON THE DRAWINGS). 2. ALL BALLASTS SHALL BE HIGH POWER FACTOR TYPE UNLESS NOTED OTHERWISE. .3. MODEL NUMBERS ARE SUBJECT TO CHANGE BY THE MANUFACTURER. THE CONTRACTOR SHALL VERIFY MODEL NUMBERS WITH THE MANUFACTURER'S REPRESENTATIVE PRIOR TO ORDERING FIXTURES. THIS SHALL INCLUDE PROJECT SPECIFICATIONS FOR LAMPS, BALLASTS, AND CERTIFICATION LABEL AND LISTINGS. 4. FOR APPROVED VENDOR LIST SEE DRAWING #AA. CH-1 EM-1 EM-2 EM-3 EX-1 PD-1 CHAIN HUNG, 8' STRIP FIXTURE, 2-8' T-8 TRIMLINE LAMPS, BAKED WHITE ENAMEL STEEL HOUSING. MOUNT AT 14'-0" AFF UNLESS NOTED OTHERWISE. CEILING TYPE: STRUCTURE LAMP TYPE: GENERAL ELECTRIC F96T8/SP41 VOLTAGE: 277 BALLAST TYPE: ELECTRONIC T-8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL_ C259B OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA WALL MOUNTED STYLE, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, 6 VOLTS DC, WHITE THERMOPLASTIC HOUSING, 25 WATTS MAX. WITH TWO 12 WATT HALOGEN LAMP HEADS. CEILING TYPE: N/A LAMP TYPE: HALOGEN VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PE SERIES #PE 6-25-2-R12H. WALL MOUNTED, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, 6 VOLTS DC, WHITE THERMOPLASTIC HOUSING, 25 WATTS MAX, WITH ONE ONE LAMP HEAD INSTALLED AND ONE INTERIOR REMOTE HEAD. CEILING TYPE: N/A LAMP TYPE: HALOGEN VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PE SERIES #PE 6-25-R12H REMOTE HEAD-R12H6B WALL MOUNTED, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, 6 VOLTS DC, WHITE THERMOPLASTIC HOUSING, 25 WATTS MAX, WITH ONE ONE LAMP HEAD INSTALLED AND ONE WEATHERPROOF REMOTE HEAD. CEILING TYPE: LAY -IN LAMP TYPE: HALOGEN VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PE SERIES #PE 6-25-R12H REMOTE HEAD-Al2H6A UNIVERSAL MOUNT, SEALED MAINTENANCE FREE, LEAD CALCIUM BATTERY PACK, RED LETTERS, WHITE THERMOPLASTIC HOUSING, LED LAMPS, AC/CHARGE INDICATOR, PUSH -TO -TEST SWITCH. CEILING TYPE: LAY -IN, OPEN STRUCTURE LAMP TYPE: LED VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL PATHFINDER SERIES, MODEL #PUPRWL9 400 WATT METAL HALIDE LAMP, 277 VOLT, INJECTION MOLDED ACRYLIC REFRACTOR. 3/4" HUB IN TOP OF FIXTURE. MOUNT FIXTURE AT 16'-0" FROM FLOOR TO BOTTOM OF FIXTURE. CEILING TYPE: OPEN STRUCTURE LAMP TYPE: GENERAL ELECTRIC MVR400/U VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL SUPERWATT HID LUMINAIRE MODEL #SWD-40OH8-1ASP PD-1EM 400 WATT METAL HALIDE LAMP, 277 VOLT, INJECTION MOLDED ACRYLIC REFRACTOR. 3/4" HUB IN TOP OF FIXTURE. MOUNT FIXTURE AT 16'-0" FROM FLOOR TO BOTTOM OF FIXTURE. FIXTURE TO INCLUDE A 150 WATT QUARTZ RESTRIKE OPTION. CEILING TYPE: OPEN STRUCTURE LAMP TYPE: GENERAL ELECTRIC MVR400/U VOLTAGE: 277 BALLAST TYPE: N/A MANUFACTURERS: HUBBELL SUPERWATT HID LUMINAIRE MODEL #SWD-40OH8-1ASC-QSL �I R-2 2' X 4', 2-LAMP, RECESSED FLUORESCENT STATIC TROFFER. STEEL HOUSING WITH FLAT STEEL DOOR AND .12.5" THICK ACRYLIC PRISMATIC LENS. CEILING TYPE: LAY -IN LAMP TYPE: GENERAL ELECTRIC F32T8/SP41 VOLTAGE: 277 BALLAST TYPE: ELECTRONIC T-8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL RS 2 ON A02 B4 E 9A, OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA 2' X 4', 3-LAMP, RECESSED FLUORESCENT STATIC TROFFER. STEEL HOUSING WITH FLAT STEEL DOOR AND .125" THICK ACRYLIC PRISMATIC LENS. CEILING TYPE: LAY -IN LAMP TYPE: GENERAL ELECTRIC F32T8/SP41 VOLTAGE: 277 BALLAST TYPE: ELECTRONIC T--8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL RS 3 ON A02 B4 E 9A, OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA R-3 S-1 T-1 W-1 W-2 W-3 W-4 8" METAL HALIDE DOWN LIGHT. SELF -FLANGED CLEAR ALZAK REFLECTOR. 100 WATT METAL HALIDE. UL DAMP LOCATION LISTED. CEILING TYPE: LAY -IN LAMP TYPE: OSRAM SYLVANIA MP100PAR38/U/SP20/ECO VOLTAGE: 277 BALLAST TYPE: HPF MANUFACTURERS: INDY 423R8-100-SA-277 OR APPROVED EQUAL BY LITHONIA, HALO, OR PRESCOLITE 4' STRIP FIXTURE, SURFACE MOUNTED TO THE BACK SIDE OF THE STORE FIXTURE VALANCE. TWO 4' T-8 LAMPS, BAKED WHITE ENAMEL STEEL HOUSING. CEILING TYPE: N/A LAMP TYPE: GENERAL ELECTRIC F32T8/SPX41 VOLTAGE: 120 BALLAST TYPE: ELECTRONIC T-8 FLUORESCENT BALLAST MANUFACTURERS: HUBBELL C232D OR APPROVED EQUAL BY LITHONIA, METALUX, OR COLUMBIA ONE CIRCUIT TRAC-MASTER TRACK WITH SIXTEEN T7041-WH FLUORESCENT TRACK HEADS INSTALLED, COLOR OF ENTIRE ASSEMBLY IS TO BE WHITE. EACH TRACK HEAD TO CONTAIN TWO 39 WATT BIAX LAMPS. 120 VOLTS. CEILING TYPE: LAY -IN LAMP TYPE: GENERAL ELECTRIC F39/36BX/SPX41 VOLTAGE: 120 BALLAST TYPE: ENERGY EFFICIENT FLUORESCENT BALLAST MANUFACTURERS: JUNO 150 WATT INCANDESCENT DOCK LIGHT. FLOOD LIGHT WITH 40" ARM LENGTH. PROVIDE 54" LONG SJO CORD WITH PLUG. FIXTURE WILL BE PLUGGED INTO A NEARBY DUPLEX RECEPTACLE. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA 150PAR38/CAP/FL VOLTAGE: 120 BALLAST TYPE: N/A MANUFACTURERS: ABOLITE DMR-40-300-INC-120-W OR APPROVED EQUAL BY FOSTORIA OR TRIPP LITE 100 WATT METAL HALIDE DECORATIVE WALL. MOUNTED CUT OFF FIXTURE. DIE CAST ALUMINUM TRAPEZOIDAL HOUSING. TEXTURED POLYESTER POWDER COAT FINISH. UL WET LOCATION LISTED. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA M1000/MED VOLTAGE: 277 BALLAST TYPE: HPF" MANUFACTURERS: McPHILBEN 101-WT-100MH-277-BRP 400 WATT METAL HALIDE WALL PACK. DIE CAST ALUMINUM CONSTRUCTION WITH BRONZE FINISH. PRISMATIC WIDE DISTRIBUTION BOROSILICATE GLASS REFRACTOR. UL WET LOCATION LISTED. MULTI -TAP BALLAST. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA M4000 VOLTAGE: 480/277 BALLAST TYPE: HPF MANUFACTURERS: VISIONAIRE LTG. SMART PAK SPK-2-WB-400MH-SINGLE APPROVED EQUAL BY COOPER LIGHTING BUILDING STANDARD DECORATIVE WALL SCONCE PROVIDE BY LANDLORD. REFER TO ARCHITECT'S ELEVATION FOR FIXTURE MOUNTING HEIGHT AND FIXTURE SPECIFICATION. CEILING TYPE: N/A LAMP TYPE: OSRAM SYLVANIA - COORD. W/FIXTURE VOLTAGE: 277 BALLAST TYPE: HPF MANUFACTURERS: WINONA LIGHTING n1 1rni it ,KI r�ACLJ\AIDAp \R, .TA SECTION! A ELECTRICAL ABBREVIATIONS AB. ABOVE FIXT. FIXTURE NTS NOT TO SCALE AC ALTERNATING CURRENT FLR. FLOOR P.B. PUSHBUTTON A/C AIR CONDITIONING FLUOR. FLUORESCENT P.C. PLUMBING CONTRACTOR AFF ABOVE FINISH FLOOR F.P.C. FIRE PROTECTION CONTRACTOR PH PHASE AFG ABOVE FINISH GRADE FU FUSE, FUSED, OR FUSIBLE PLBG. PLUMBING AMP, A AMPERE FURN. FURNISH PNL PANEL APPROX. APPROXIMATE FUT. FUTURE PP POWER PANELBOARD ARCH. ARCHITECT G.C. GENERAL CONTRACTOR PRI PRIMARY AUX. AUXILIARY GEN. GENERAL PROD PROGRAM BFG BELOW FINISH GRADE GFI GROUND FAULT INTERRUPTER PVC POLYVINYLCHLORIDE BLDG. BUILDING GNU GROUND PWR POWER BKR. BREAKER H.C. HVAC OR HEATING CONTRACTOR RC REMOTE CONTROL BRD BOARD HID HIGH INTENSITY DISCHARGE REC RECEPTACLE BTM. BOTTOM HIPS HIGH PRESSURE SODIUM READ. REQUIRED C CONDUIT HT HEIGHT RM ROOM CAB. CABINET HTG. HEATING SDP SUB DISTRIBUTION PANELBOARD CAT. CATEGORY HZ HERTZ SEC. SECONDARY CC CENTER TO CENTER J.B. JUNCTION BOX SHT. SHEET CKT. CIRCUIT KV KILOVOLT SPEC. SPECIFICATION CL CENTER LINE KVA KILOVOLT AMPERE SPKLR. SPRINKLER CLG. CEILING KW KILOWATT STAT THERMOSTAT COORD. COORDINATE LC LIGHTING CONTACTOR STP SHIELDED TWISTED PAIR (CABLE) CONC. CONCRETE LP LIGHTING PANELBOARD SW SWITCH CONN. CONNECT LPS LOW PRESSURE SODIUM SWBD. SWITCHBOARD CONT. CONTINUATION LTG, LIGHTING SYS. SYSTEM CONTR, CONTRACTOR LV LOW VOLTAGE TC TIME CLOCK CU COPPER MAX MAXIMUM T.C.C. TEMPERATURE CONTROL CONTRACTOR DC DIRECT CURRENT MDT' MAIN DISTRIBUTION PANELBOARD TEL. TELEPHONE OR TELECOMMUNICATION DIA. DIAMETER MDS MAIN DISTRIBUTION SWITCHBOARD TERM. TERMINAL OR TERMINATE DISC. DISCONNECT MECH, MECHANICAL TFMR. TRANSFORMER DN DOWN MFR. MANUFACTURER TTB TELEPHONE TERMINAL BOARD DP DISTRIBUTION PANELBOARD MH MANHOLE TTC TELEPHONE TERMINAL CABINET DS DISTRIBUTION SWITCHGEAR MIN. MINIMUM TYP. TYPICAL DWGS. DRAWINGS MT. MOUNT ZIPS UNINTERRUPTABLE POWER SYSTEM E.C. ELECTRICAL CONTRACTOR MTG. MOUNTING VOLT EF EXHAUST FAN MTL. METAL VA VOLT AMP ELEC. ELECTRIC MTR MOTOR VAR VOLT AMPERE REACTIVE EM EMERGENCY N.C. NORMALLY CLOSED W WATT OR WIRE EQUIP. EQUIPMENT NEC NATIONAL ELECTRICAL_ CODE WG WIREGUARD EWC ELECTRIC WATER COOLER N.L.C. NOT IN CONTRACT WP WEATHERPROOF EX. EXISTING NL_ NIGHT LIGHT W/ WITH FA FIRE ALARM N.O. NORMALLY OPEN W/O WITHOUT TA/ NDUITS NO YP. RF RE J. R9 E F C H RC'�-r FA, ANCHOR B C D CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMMAAIIL• jsoOjordanskala.com COPYRIGHT(D 2004 JORDAN & SKALA ENGINEERS INC. SEAL �--- �7 REVISIONS # DATE DESCRIPTION 10/01 /04 DSW SHELL & UPFIT This document is Q Phillips Partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT 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 DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE AWO/CCJ TENANT FIT UP NOTES, DETAIL ELECTRICAL SHEET NUMBER PENDANT MOUNTED TRACK DETAIL_ N.T.S. REVISION # 27 SUMMARY A. ADDED SHEET LP1-12 RESTROOM LIGHTS L IGHT SWITCH -0 �� RESTROOM LIGHTS LIGHT CONTACTOR C5 SWITCH 277 VOLT COIL NEUTRAL EXH. FAN 20 EF-1 PP1-33 0 1 o - �j� NEUTRAL DISC. SW. AT EXH. FAN EXHAUST FAN EF-1 WIRING DIAGRAM NTS OUN TED INT TO ,VER -TREADED NT TO G. ELL S)UPERWATT UMINAIRE LIGHT FIXTURE PENDANT DETAIL NTS CONTACTOR WAl I ctnflTru C1 20 A. LP1-3 20 A. LP1-7 20 A. LP1-11 20 A. LP1-15 20 A. I_P1-19 20 A. LP1 -23 20 A. /r \ LP1 -14 20 A. LP1-9 LIGHTING CONTACTOR "C 1 " CONTROL DIAGRAM N.T.S.. SIMILAR FOR CONTACTORS "C2" AND "C3" MANUAL OVERRIDE SELECTOR SWITCH OFF LOCATE IN COVER HAND AUTO. 20 A. / OF CONTACTOR C6 PP"l--13 _ CONTACTORC6 PHOTO CELL TIME CLOCK -L_ PC-1 TC-1 I 1_ C6 NEUTRAL 20 A. LP1-16 WALL PACKS NEUTRAL 30 A. NEUTRAL LP1-18-� WALL PACKS o- �O SPARE EXTERIOR LIGHTING CONTROL DIAGRAM NTS -_ MANUAL OVERRIDE SELECTOR SWITCH OFF LOCATE IN COVER 20 A. HAND AUTO. OF CONTACTOR C4 � I PP1-13 CONTACTORC4 TIME CLOCK TC-1 I NEUTRAL TORK 7120L 120V, SPDT WITH RESERVE POWER NEUTRAL STORE SIGN 20 A. NEUTRAL PP1-15 STORE SIGN 30 A. PP1-17 STORE SIGN NEUTRAL TIME CLOCK TC -1 M NEUTRAL STORE SIGN CONTROL DIAGRAM NTS GENERAL NOTES 1. FINAL CONNECTIONS TO ALL LAY -IN FIXTURES AND RECESSED INCANDESCENT FIXTURES IN LAY -IN CEILINGS ARE TO BE MADE WITH GREENFIELD FLEXIBLE CONDUIT. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF LIGHT FIXTURE LAY -OUT. CONTRACTORS TO CORRELATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE LIKE, WITH REFLECTED CEILING LAY -OUTS AS REQUIRED AND DIRECTED BY THE ARCHITECT. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR ROOM FINISH SCHEDULE TO DETERMINE PROPER TYPE OF LIGHT FIXTURE REQUIRED FOR THE CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES AND PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM. 4. ALL DEVICES, EQUIPMENT, FIXTURES, AND THE LIKE, MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL/ ELECTRICAL BONDS OF THE METALIC RACEWAY SYSTEM SHALL ALSO BE MAINTAINED. 5. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE N.E.C. 6. REFER TO DIV. 15 SPECIFICATIONS, HVAC PLANS AND PLUMBING PLANS FOR ADDITIONAL ELECTRICAL WORK AND REQUIREMENTS. 7. ALL RECEPTACLES SHOWN BACK-TO-BACK IN WALLS SHALL BE SEPARATED BY 8" MINIMUM. 8. WIRING IN PLENUMS SHALL BE PLENUM RATED OR INSTALLED IN CONDUIT. 9. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED A LIMIT A OF 3%. 10. CIRCUITS MAY BE MULTI-PLEXED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN (9) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. 11. ALL CONDUITS SHALL CONTAIN A GROUND WIRE SIZED PER NEC TABLE #250-95. IN ADDITION, WHERE AN ISOLATED, INSULATED GROUND IS REQUIRED A SEPARATE GREEN W/YELLOW TRACER GROUND SHALL BE RUN FROM THE PANEL GROUND BUS TO THE ISOLATED GROUND CONNECTION OF THE DEVICE IN NO CASE SHALL THE SYSTEM GROUND (WIRE AND ASSOCIATED OUTLET BOXES, CONDUIT AND BUILDING STEEL) BE ALLOWED TO CONTACT THE ISOLATED GROUND (GREEN W/YELLOW TRACER WIRE AND DEVICE). WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY (ACCORDING TO CIRCULAR MIL AREA) FROM THE SIZE REQUIRED BY N.E.C. TABLE #250-95. ELECTRICAL LOAD SCHEDULE ITEM LOADS(KVAC) LIGHTING KITCHEN HVAC REFRIG. MISC. POWER HP1 377.0 LP1 64.1 - PP1 3.0 1.2 - 29,8 SUB TOTAL 67.1 1.2 377.0 29.8 TOTAL 475.1 = 571.72 AMPS 480x1.73 CONNECTED FEEDER KEY 2-4-500-F l 0-4" NO. OF SETS L( I MINIMUM CONDUIT AND JIT O CONDUCTORS IN FEEDE. SIZE FOR EACH SET GROUND CONDUCTOR SIZE FOR EACH SET NO. OF POWER ("X" USED IF GROUND CONDUCTORS CONDUCTOR NOT USED) SIZE OF CONDUCTORS (AWG OR KCMIL) ALL CONDUCTOR SIZES BASED UPON 75 ° C THWN/THHN FOR WET AND DRY LOCATIONS USING COPPER CONDUCTORS UNLESS INDICATED OTHERWISE. REFER TO PLANS AND DETAILS FOR COMBINING CONDUCTORS FROM SEPARATE FEEDERS WITHIN SAME RACEWAY. MINIMUM SIZE CONDUIT SHOWN IS FOR SINGLE FEEDERS ONLY. UTILITY COMPANY TRANSFORMER 4�30/277, 3 PHASE, 4 WIRE ON TRANSFORMER ENCLOSURE -- METE C.T. -2-4-500+X-4" CONDUIT CONTRACTOR SHALL VERIFY AIC RATING WITH UTILITY COMPANY PRIOR TO INSTALLATION 480/277, .3 PHASE, 4 WIRE EACH BREAKER TO BE MARKED AS SERVICE DISCONNECT. NEUT. 800A. BUS SEE GROUNDING GND. - DETAIL ON DWG CE5600/3 225/3 100/3 ii 00/ 3 100/3 600A. 125A. 100A. SPARE 80A. TRIP Q TRIP TRIP TRIP 2-4-350+1-3 1 /2" HP1 LP1 480/277V 480/277V 3PH, 4W 3PH, 4W 600 A. 125 A. 1-4-1 +6-1 1 /2" 1-4-3+8-1 1/4" SURGE SURPRESSION UNIT 480/277V ONE LINE DIAGRAM N.T.S. PANEL TO BE 225/3 SERVICE ENTRANCE SPACE RATED ONLY 1-3-4+8-1 1/4" 480/277V. 45 KVA 208/120V. 1-4-1/0+6-2" W #6 IG. PP1 208/120V 3PH, 4W 150 A. ONE LINE- DIAGRAM NOTES 1. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL POWER COMPANY REQUIREMENTS PRIOR TO BIDDING AND INCLUDE THE COST OF ALL ASSOCIATED LABOR, MATERIALS, AND CHARGES IN HIS BID. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE AVAILABLE FAULT CURRENT WITH THE UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CALCULATIONS WITH SHOP DRAWING SUBMITTAL. 3. ALL BUSSING SHALL BE COPPER. 4. PROVIDE FULL LENGTH VERTICAL BUSSING IN ALL DISTRIBUTION PANELS, AND PANELBOARDS. 5. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. 6. ALL WALL -MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE RATED BACKBOARD. 7. ALL FLOOR -MOUNTED EQUIPMENT SHALL BE MOUNTED ON 4° HIGH CONCRETE HOUSEKEEPING PAD. 8. PROVIDE NAMEPLATES PER NAMEPLATE DETAIL. COORDINATE SPACE WITH ALL OTHER TRADES TO MAINTAIN ALL CODE- 9. REQUIRED CLEARANCES. 10. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL SETTINGS REQUIRED FOR ALL ADJUSTABLE/ELECTRONIC TYPE CB'S W/LONGTIME, SHORT TIME, GF, INSTANTANEOUS, ETC. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL COORDINATION STUDY. I L L I P P A R T N E R S H I P Architecture - Interior Design a Planning Phone 770.394.1616 F- 770.394.1314 RF RE K J I ws E F 0 H C AEHR B C D CONSULTANT Jordan & Skala Engineers, Inc. Project Member - 0410070 5365 OAKBROOK PARKWAY, NORCROSS. GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMMAAIIL: 171 jse0jordanskala.corn COPYRIGHT 0 2004 JOROAN & SKALA ENGINEERS INC. SEAL REVISIONS # DATE DESCRIPTION 10/01 /04 DSW SHELL & UPFIT '[his document is O Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. All rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT EMEMM 1501 W.P. BALL BOULEVARD PROJECT THE A T P L AT SEMINOLE TONTINE CENTER 0 SANFORD, FLORIDA CLIENT 1® " NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE_ AWO/CCJ Y^W TENANT FIT{ UP NOTES, DETAILS ELECTRICAL ` ; SHEET NUMBER------ C. =4 : REVISION # 27 SUMMARY A. ADDED SHEET � PANELBOARD DESIGNATION PP-1 208 VOLTS 3 PH. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH - 225 AMPERE BUS 150 AMPERE MAIN BREAKER SURFACE X SPECIAL REQUIREMENTS ISOAI TED GROUND BAR No. KVA DESCRIPTION A B C 0.54 I '-` - 0.72 ' ` ' ` 0.72 ' ` ' ` 1.38 ' ` 0.72 -' ` '-` 1.08 `- 1.5 ' ` 1.36 ' ` ' ` 2.0 r, 1./2 ' ` -' ` 1.92 ' `' ' ` 0.88 2.22 ' ` 2.5 r �` 2.4 ' ` ' 1.2 ' ` 0.4 r ` ' ` 1.63 ' ' ' ' 1.63 ' ` 1.48 ' ` 1.0 1.0 1.0 '� 1.0 '- 1.0 ' ' ` 1.0 ' ` - ' ` ` - ' ` DESCRIPTION KVA No 1 0.18 REGISTER RECEPTACLES OFFICE RECEPTACLES 0.36 2 3 0.36 REGISTER RECEPTACLES OFFICE RECEPTACLES 0.36 4 5 0,36 REGISTER RECEPTACLES OFFICE RECEPTACLES 0.36 6 7 0.18 REGISTER RECEPTACLES AIR COMPRESSOR 1.2 8 9 0.72 REGISTER RECEPTACLES SPARE - 10 11 0.54 REGISTER RECEPTACLES OFFICE RECEPTACLES 0.54 12 13 1.0 SIGN CONTROLS FIRE ALARM PANEL 0.5 14 15 1.0 SIGN TOILET RECEPTACLES 0.36 16 17 1.0 SIGN COUNTER RECEPTACLES 1.0 18 19 0.72 SALES AREA RECEPTACLES COUNTER RECEPTACLES 1.0 20 21 0.72 SALES AREA RECEPTACLES REFRIGERATOR 1.2 22 23 0.18 WAREHOUSE RECEPTACLES ELECTRIC WATER COOLER 0.7 24 25 0,72 SALES AREA RECEPTACLES ELECTRIC WATER HEATER 1.5 26 27 1.0 ROOFTOP RECEPTACLES HAND DRYER 1.5 28 29 0.9 WAREHOUSE RECEPTACLES HAND DRYER 1.5 30 31 1.2 GARBAGE GRINDER SPARE - 32 33 0A EXHAUST FAN (EF-1) SPARE - 34 35 - SPARE SPARE - 36 [T'O, 1.27 LIGHT TRACK TELEPHONE RECEPTACLES 0.36 38 1.27 LIGHT TRACK TELEPHONE RECEPTACLES 0.36 40 41 0.48 VALANCE LIGHTS SECURITY PANEL 1.0 42 43 1.0 WINDOW RECEPTACLES SPARE - 44 45 1.0 WINDOW RECEPTACLES SPARE - 46 47 1.0 WINDOW RECEPTACLES SPARE - 48 49 1.0 WINDOW RECEPTACLES SPARE - 50 51 1.0 WINDOW RECEPTACLES SPARE - 52 53 1.0 WINDOW RECEPTACLES SPARE - 54 55 - SPARE SPARE - 56 57 - SPARE SPARE - 58 59 - SPARE SPARE - 60 KVA SUB TOTALS 12.1911.2510.56 TOTAL CONNECTED LOAD 34.00 KVA FIRE ALARM SYSTEM SPECIFICATIONS (ADDRESSABLF ANALOG TYPE) 1. EQUIPMENT: ALL DEVICES, COMBINATIONS OF DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LISTED FOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BE INSTALLED IN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. 2. PROVIDE A COMPLETE, SUPERVISED, POWER -LIMITED, FIRE ALARM SYSTEM. ALL EQUIPMENT HEREIN SPECIFIED IS THAT OF SIMPLEX 'TIME RECORDER CO. EQUIPMENT SUPPLIED BY LISTED ACCEPTACLE ALTERNATE MANUFACTURERS SHALL MEET OR EXCEED THE QUALITY OF THE SIMPLEX EQUIPMENT SPECIFIED, FIRE ALARM SYSTEM MAY BE NOTIFIER, EDWARDS OR APPROVED EQUAL. 3. THE FIRE ALARM SYSTEM SHALL BE AN ELECTRICALLY SUPERVISED SYSTEM, WHICH SHALL MONITOR THE INTEGRITY OF CIRCUIT CONDUCTORS AND POWER SUPPLIES. 4. THE INSTALLATION ORGANIZATION SHALL BE A COMPANY SPECIALIZING IN THE INSTALLATION OF FIRE ALARM SYSTEMS. THIS ORGANIZATION SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE WITH INSTALLATION OF SUCH SYSTEMS, 5, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE AN UP-TO-DATE RECORD SET OF APPROVED SHOP DRAWINGS, 6. RECORD DRAWINGS SHALL INCLUDE LOCATION OF END -OF -LINE DEVICE LOCATIONS. 7. UPON COMPLETION OF THE WORK, AND FINAL ACCEPTANCE BY THE LOCAL AUTHORITY, THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS TO THE OWNER. 8, A REMOTE MONITORING FACILITY OUTPUT CIRCUIT, SELECTABLE FOR INTERFACE 'TO REMOTE STATION REVERSE POLARITY, LOCAL ENERGY MASTER BOX, SHUNT MASTER BOX, DIGITAL ALARM COMMUNICATOR, OR RADIO TRANSMITTER MONITORING SYSTEMS, SHALL BE PROVIDED. THE EQUIPMENT SUPPLIER MUST CONTACT THE LOCAL AUTHORITIES PRIOR TO BIDDING AND SUPPLY ALL REQUIRED EQUIPMENT IN BASE BID. 9. CONTROL PANEL SHALL BE SIMPLEX 4010-9101. WITH SIMPLEX TYPE 4010-9810 INTERNAL DACT, THE POWER SUPPLY SHALL BE ADEQUATE TO SERVE CONTROL PANEL MODULES, RELAYS AND ALARM INDICATING APPLIANCES. INCLUDE A SECONDARY EMERGENCY POWER SUPPLY WITH CAPACITY FOR OPERATING SYSTEM IN STAND-BY MODE FOR 24 HOURS FOLLOWED BY ALARM MODE FOR TEN MINUTES. 10. ADDRESSABLE PULL STATIONS SHALL BE SEMI -FLUSH, ACTION PUSH/PULL TYPE, SIMPLEX #4099-9003. 11. SMOKE DETECTORS SHALL BE ANALOG PHOTOELECTRIC TYPE, SIMPLEX #4098-9710. 12. ANALOG HEAT DETECTORS SHALL BE 135'F FIXED TEMPERATURE WITH RATE -OF -RISE TYPE, SIMPLEX #4098-9733 WITH ADDRESSABLE BASE, SIMPLEX #4098-9788. 13. DUCT -MOUNTED SMOKE DETECTORS AND REMOTE TEST SWITCH SHALL BE FURNISHED AND INSTALLED BY THE HEATING CONTRACTOR, WIRED COMPLETE BY THIS CONTRACTOR. 14. SEMI -FLUSH AUDIO/VISUAL UNIT SHALL BE SIMPLEX TYPE 4903-9301 SERIES WITH A.D.A. COMPLYING 15/75 CANDELA STROBE AND AND HORN. ALL STROBE LIGHTS SHALL BE SYNCHRONIZED. 15. VISUAL ONLY UNIT SHALL BE SIMPLEX 'IYPF 4904-9307 WITH A.D.A. COMPLYING 15/15 CANDEIA STROBE. ALL STROBE LIGHTS SHALL BE SYNCHRONIZED. 16. WATERFLOW AND TAMPER SWITCHES SHALL BE FURNISHED AND INSTALLED BY THE SPRINKLER CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL CONNECT EACH DEVICE TO THE FIRE ALARM SYSTEM USING AN INDIVIDUAL ADDRESSABLE MODULE (IAM) SIMPLEX #4090-9001. 17. PROVIDE AND INSTALL WIRING PER MANUFACTURERS' SPECIFICATIONS. ALL WIRING SHALL BE IN CONDUIT (3/4" MINIMUM). 18, THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE WITH NFPA-72H, AND LOCAL FIRE DEPARTMENT REQUIREMENTS, BY THE INSTALLER, IN THE PRESENCE OF 'THE OWNER'S REPRESENTATIVE AND THE LOCAL FIRE MARSHALL. UPON COMPLETION OF A SUCCESSFUL TEST, THE INSTALLER SHALL SO CERTIFY, IN WRITING, TO THE OWNER AND GENERAL CONTRACTOR. 19. INCLUDE ON -SITE SERVICES OF A CERTIFIED TECHNICIAN TO PROVIDE TECHNICAL INSTALLATION SUPPORT FOR PANEL START UP, PROGRAM EDITING, TROUBLESHOOTING OF THE FIRE ALARM SYSTEM CONTROL PANEL, AND ASSISTANCE TO THE INSTALLER FOR ONE COMPLETE FINAL SYSTEM CHECKOUT IN ACCORDANCE WITH THE FIELD QUALITY CONTROL SECTION OF THESE SPECIFICATIONS. 20. FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STATE OF RHODE ISLAND FIRE CODE AND ALL APPLICABLE STATE AND LOCAL CODES. 21. SUBMIT FIRE ALARM DRAWINGS AND SPECIFICATIONS TO LOCAL FIRE DEPARTMENT FOR APPROVAL BEFORE ROUGH -IN IS STARTED. PANELBOARD DESIGNATION LP-1 277 480 _ VOLTS 3 PH. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH - 125 AMPERE BUS 125 AMPERE MAIN LUG ONLY SURFACE X SPECIAL REQUIREMENTS No KVA DESCRIPTION A B C ' '- 5.9 ' '- .0 ' ' ` 6.6 '-` '� 4.1' - r. J 8 ' ` 3.5 '~ 5.4 ' ' 7.8 ' ` 7.3 '~ 4.1 _11 4.1 ' ` - '-` - ' ` - ' '�` - r~ DESCRIPTION KVA CKT No 1 4.1 SALES LIGHTING SALES EMERGENCY LTS. 1.8 2 3 2.9 SALES LIGHTING SALES EMERGENCY LTS. 3.1 4 5 3.5 SALES LIGHTING SALES EMERGENCY LTS. 3.1 6 7 4.1 SALES LIGHTING SPARE - 8 9 3.5 SALES LIGHTING LOUNGE, RESTROOMS, WAREHOUSE LIGHTING 2.3 10 11 3.5 SALES LIGHTING SPARE - 12 13 4.1 SALES LIGHTING VESTIBULE LIGHTING 1.3 14 15 4.1 SALES LIGHTING ENTRY LIGHTING 3.7 16 17 4.1 SALES LIGHTING EXTERIOR LIGHTING 3.2 18 19 4.1 SALES LIGHTING SPARE - 20 21 4.1 SALES LIGHTING SPARE - 22 23 3.5 SALES LIGHTING SPARE - 24 2.5 - SPARE SPARE - 26 27 - SPARE SPARE - 28 29 - SPARE SPARE - 30 31 - SPARE SPARE - 32 33 - SPARE SPARE - 34 35 - SPACE SPACE - 36 37 - SPACE SPACE - 38 39 - SPACE SPACE - 40 41 - SPACE SPACE - 42 KVA SUB TOTALS 19.5 23.7 20.9 TOTAL CONNECTED LOAD 64.1 KVA PANELBOARD NOTES 1. ALL BREAKERS SHALL BE 20A/1P, UNLESS NOTED OTHERWISE. 2. 71' INDICATES BREAKER SHALL BE "SWD" RATED. 3. "2' INDICATES BREAKER SHALL BE "HACK" RATED. 4. "3' INDICATES BREAKER SHALL BE 30 mA "G.F.L" TYPE. 5. 0 INDICATES BREAKER SHALL BE SHUNT -TRIP TYPE. 6• "5' INDICATES BREAKER TO HAVE LOCK -ON CLIP. 7. "6' INDICATES BREAKER TO HAVE LOCK -ON CLIP AND RED MARKING. 8. "C-#" INDICATES DESIGNATION OF CONTACTOR CONTROLLING CIRCUIT. SEE CONTACTOR SCHEDULE. ❑5 ❑2 5 0 U 2] 0 PANELBOARD DESIGNATION HP-1 277 480 VOLTS 3 PH. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH 600 BUS - AMPERE MAIN LUG ONLY SURFACE X SPECIAL REQUIREMENTS NK KVA DESCRIPTION 90 A B C 90 41.4 41.4 90 41.4 40 27.9 27.9 - 27.9 90 25 24.5 24.5 24.5 90 20 23.2 23.2 - 23.7 40 8.5 8.5 8.5 ' ` ' ` - ' ` �` _ '� ' ` - r, DESCRIPTION KVA No. 1 20.7 RTU-1 RTU-5 20.7 2 3 20.7 20.7 4 5 20.7 20.7 6 7 20.7 RTU-2 RTU-6 7.2 8 9 20.7 y , 7.2 10 11 20.7 7.2 12 13 20.7 RTU-3 RTU-7 3.8 14 15 20.7 3.8 16 17 20.7 - 3.8 18 19 20.7 RTU-4 CUH-1 2.5 20 21 20.7 2.5 22 23 20.7 3.0 24 25 8.5 UH-1 SPARE - 26 27 8.5 SPARE - 28 29 8.5 SPARE - 30 31 - - 32 33 - - - - 34 35 - 37 - _ - 38 39 - - - - 40 41 - 42 KVA SUB TOTALS 125.5125.5126.0 TOTAL CONNECTED LOAD 377.0 KVA NAMEPLATE (TYPICAL) FOR FLUSH -MOUNTED PANELS, INSTALL NAMEPLATE BEHIND DOOR. M NOTE: NAMEPLATES ARE REQUIRED ON ALL SWITCHBOARDS, DISTRIBUTION PANELS, PANELBOARDS, STARTERS, DISCONNECT SWITCHES, RELAYS AND JUNCTION BOXES GREATER THAN 411/16" SQUARE. ALSO PROVIDE NAMEPLATES ON BRANCH SWITCHES OF SWITCHBOARDS AND DISTRIBUTION PANELS. STANDARD COLORS: 1. NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS 2, EMERGENCY POWER - RED BACKGROUND, WHITE LETTERING 3, IN ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES IDENTIFING ALL "MAIN SERVICE NAMEPLATE DISCONNECTS" - RED BACKGROUND WHITE LETTERING Q _I NAMEPLATE DETAIL NOT TO SCALE -+--�"'- CEMENT WASH BOLLARD N.T.S. 8" DIAMETER STANDARD STEEL PIPE FILLED W/CONCRETE- PAINT YELLOW PITCH 'TOP PAVEMENT 1'-6" DIAMETER CONCRETE BASE --SEE NOTE 911 MAIN TELEPHONE BOARD 20A11P BREAKER. LOCK -ON AND MARK RED EXOTHERMIC WELD (TYPICAL OF 4) WIRE HORNS & STROBES SEPARATELY DETECTORS WATERFLOW SWITCH TAMPER SWITCH PRESSURE SWITCH (2) CONDUCTOR #14 AWG TYPICAL FIRE ALARM DEVICE WIRING DIAGRAM NOT TO SCALE TO TELEPHONE TERMINAL BOARD #4 CU FIRE ALARM SYSTEM NOTES: 1. THE FIRE ALARM SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND MUST MEET ALL STATE AND LOCAL CODE REQUIREMENTS, 2. ALL WIRING SHALL BE IN CONDUIT AND SHALL BE SIZED AS PER THE NATIONAL ELECTRIC CODE. DO NOT RUN ANY OTHER WIRING IN THE SAME CONDUIT WITH ALARM WIRING. DO NOT RUN 120VAG WIRING WITH ALARM WIRING. USE OF NON METALLIC CONDUIT REQUIRES #12 URAIN WIRE TO MAINTAIN CONTINUITY OF SYSTEM GROUNDS AND ALL OTHER WIRE SHIELDED CABLE. 3. ALL WIRE AND CABLE MUST BE RATED PER THE LATEST REVISION OF THE NATIONAL EI ECTRIC CODE SECTION 760. 4. WIRING SHOWN ON THIS DIAGRAM REPRESENTS THE MINIMUM SIZE REQUIRED, WIRE SIZES SHALL BE INCREASED AS REQUIRED FOR VOLTAGE DROP. WIRING SHOWN IS BASED ON THE USE OF SIMPLEX EQUIPMENT. WHERE THE USE OF ALTERNATE MANUFACTURERS IS PERMITTED BY THE SPECIFICATIONS, WIRE SIZE AND QUANTITIES MUST BE VERIFIED PRIOR TO BIDDING. 5. THIS DIAGRAM IS NOT INTENDED TO SHOW QUANTITIES OF DEVICES. REFER TO POWER PLAN FOR EXACT QUANTITIES. 6. ALL CONDUCTORS INCLUDING SHIELDS MUST TEST FREE OF OPENS, SHORTS AND GROUNDS BEFORE MAKING CONNECTIONS TO THE FIRE ALARM CONTROL PANEL. 7. 120 VAC POWER TO CONTROL PANEL REQUIRES A DEDICATED CIRCUIT. RUN 3 912 (INCLUDES THE GREEN GROUND WIRE) TO 120VAG 60HZ USING 20 AMP CIRCUIT BREAKER. PROVIDE A LOCK -ON CLIP AND RED MARKING ON THE BREAKER 8. SMOKE DETECTOR HEADS MUST BE INSTALLED FREE OF DUST OR ANY OTHER CONTAMINATION. 9, ALL DEVICES TO BE FIELD TESTED WITH WRITTEN CERTIFICATION OF SYSTEM. PERFORM ALL TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION, 10. PROVIDE CONNECTION TO REMOTE SUPERVISION AS DIRECTED FOR SUPERVISION OF SYSTEM IN COMPLIANCE WITH LOCAL AUTHORITY AND OWNER. PROVIDE ALL INTERFACE REQUIRED TO INTIATE REMOTE SUPERVISION. 11. PROVIDE AND INSTALL A CEILING MOUNTED SMOKE DETECTOR IN FRONT OF THE FIRE ALARM CONTROL PANEL IN ADDITION TO THE DEVICES SHOWN ON THE FLOOR PLANS. 12, PROVIDE AND INSTALL MANUAL STATIONS WHERE REQUIRED BY LOCAL AUTHORITIES TO MEET THE REQUIREMENTS OF NFPA-72 SECTION 3-8,1.2 IN ADDITION TO THE DEVICES SHOWN ON THE PLANS. VERIFY WITH LOCAL AUTHORITY PRIOR TO BIDDING AND INDICATE COST IN BID PRICE. ABOVE GROUND PORTION OF GAS PIPING UPSTREAM FROM EQUIPMENT SHUTOFF VALVE (WHERE APPLICABLE) CONNECTION TO STRUCTURAL STEEL OF BUILDING 3/0 CU 310 CU CONNECT TO COLD 3/0 CU WATER SYSTEM 3/0 CU TO RE -STEEL IN CONCRETE FOUNDATION. NEUTRAL BUS MAIN SERVICE - EQUIPMENT EQUIPMENT GROUND BUS (3) 3/4" COPPERWELD 10' LONG GROUND RODS 3/0 CU 10, MIN. (TYP. FOR 310 CU 3 OR 4 ROD TO WATER METER GROUNDING FIELD.) E.G. SHALL FOLLOW THIS DETAIL FOR PROPER GROUNDING CONNECTIONS. GROUNDING DETAIL N.T.S. TER METER LD WATER PIPE 3/0 CU SHUNT AROUND WATER METER TO ADDITIONAL DEVICES. _ PROVIDE E.O.L. RESISTOR - AT END OF CIRCUIT. (TYPICAL) TO ADDITIONAL DEVICES, DUCT DETECTOR FURNISHED AND INSTALED BY HEATING CONTRACTOR WIRED COMPLETE BY CONTRACTOR. COORDINATE TYPE OF DUCT DETECTOR WITH HEATING CONTRACTOR. RF RE K J I ee G H RC A ANCHOR g C D E F CONSULTANT Jordan & Skala Engineers, Inc. Project Number - 04110070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 I� 70)4 PHONE (747-5547 FAX (770)448-0262 2� =L• jseOjordanskala.com COPYRIGHT b 2004 JORDAN & SKALA ENGINEERS INC. SEAL r 1 REVISIONS # DATE DESCRIPTION 10/01/04 DSW SHELL & UPFIT This docurent i; © 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 Phillip, Partnership, PC. TENANT 1501 W.P. BALL BOULEVARD PROJECT THE A T P L AT SEMINOL E TOWNE CENTER *V SANFORD, FLORIDA CLIENT €<) �1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA ' 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWEL L, GA 30075 TEL (770) 64.5-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER ISSUE DATE 0208616 DRAWN BY/CHECKED BY 05/14/04 DRAWING TITLE AVVO/CCJ 2 TENANT FIT UP ' NOTES, DETAILS wk ELECTRICAL. v SHEET NUMBERmm r' : i, k' REVISION # 27 SUMMARY A. ADDED SHEET ELECTRICAL SPECIFICATIONS 16000 ELECTRICAL GENERAL PROVISIONS K. THE ARCHITECT RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEM WHICH, IN D. RACEWAYS AND ENCLOSURES SHALL BE ADEQUATELY Y. FURNISH AND INSTALL AUTOMATIC MOTOR E, DISCONNECT SWITCHES SHALL BE HEAVY—DUTY CC. MANUFACTURER: SQUARE D TYPE NF FOR A. PROVIDE ALL MATERIALS AND EQUIPMENT AND HIS OPINION SHALL NOT PRESENT AN ORDERLY OR SUPPORTED FROM BUILDING STRUCTURE WITH APPROVED SUPPORT RODS AND/OR CLAMPS, STARTERS FOR 1 HP OR LARGER SINGLE PHASE AND TYPE, UL LISTED. 480/277 VOLT APPLICATIONS, EQUAL EQUIPMENT BY PERFORM ALL LABOR REQUIRED TO INSTALL NEW REASONABLY NEAT OR WORKMANLIKE APPEARANCE, THREE PHASE MOTORS OR MOTORIZED EQUIPMENT GENERAL ELECTRIC, CUTLER HAMMER, OR SIEMENS ELECTRICAL SYSTEM COMPLETE AS INDICATED ON PROVIDED THAT SUCH ITEM CAN BE PROPERLY E. ALL CONDUIT SHALL BE RIGID HEAVYWALL FURNISHED WITHOUT STARTERS, REQUIRING AUTOMATIC F. ALL SWITCHES SHALL HAVE SWITCH BLADES WILL BE ACCEPTED, DRAWINGS, AS REQUIRED BY CODE AND AS SPECIFIED INSTALLED IN SUCH ORDERLY WAY BY METHODS USUAL GALVANIZED STEEL OR THIN WALL EMT WHERE STARTERS FOR CONTROL REGARDLESS OF HORSEPOWER WHICH ARE FULLY VISIBLE IN THE "OFF" POSITION HEREIN, IN SECTIONS 16000 THROUGH 16500. IN SUCH WORK, OR WHICH DOES NOT COMPLY WITH PERMITTED BY CODE OR AS HEREINAFTER SPECIFIED. RATING. ALL THREE PHASE STARTERS SHALL HAVE ANTI WHEN THE SWITCH DOOR IS OPEN. SWITCHES SHALL DD. MANUFACTURER: SQUARE D TYPE NQUD FOR 1 TEMPORARY SERVICE AS REQUIRED. CONTRACT DRAWINGS OR SPECIFICATIONS. SUCH PVC SCHEDULE 80 CONDUIT MAY BE USED UNDER FLOOR —SINGLE PHASING UNDERVOLTAGE PROTECTION, AND PHASE REVERSAL PROTECTION RELAYS EITHER HAVE REMOVABLE ARC SUPPRESSORS WHERE NECESSARY 120/208 VOLT APPLICATIONS. EQUAL EQUIPMENT BY 2 PRIMARY DISTRIBUTION BY ELECTRIC COMPANY. REMOVALS OR REPLACEMENTS SHALL BE DONE BY CONTRACTOR WHEN SO DIRECTED IN WRITING SLAB. MINIMUM CONDUIT SIZE SHALL BE 1/2". INCLUDED IN STARTERS OR WIRED TO STARTER TO PERMIT EASY ACCESS TO LINE SIDE LUGS. LUGS SHALL BE FRONT REMOVABLE AND UL LISTED FOR 75 GENERAL ELECTRIC, CUTLER HAMMER OR SIEMENS WILL BE ACCEPTED. 3) SECONDARY SERVICE INTO BUILDING BY ARCHITECT AND AT CONTRACTOR'S EXPENSE. F. ALL CONDUIT FITTINGS SHALL BE GALVANIZED CONTROL CIRCUIT. DEGREES C., ALUMINUM OR COPPER WIRES. AND METERING INSTALLATION BY CONTRACTOR. 4) EMERGENCY AND EXIT LIGHTING SYSTEMS. L. THE MATERIALS AND EQUIPMENT INSTALLED IN MALLEABLE IRON OR STEEL. CONNECTORS AND COUPLINGS Z. PROTECTIVE RELAYS SHALL HAVE ADJUSTABLE G. SWITCHES SHALL BE QUICK —MAKE, QUICK —BREAK. EE. EACH PANELBOARD SHALL BE INSTALLED WITH TOP CIRCUIT BREAKER AT 6'-0" ABOVE FLOOR, FLUSH 5) EMPTY CONDUIT TELEPHONE SYSTEM AS THE WORK SHALL MEET THE REQUIREMENTS OF THE SHALL BE THREADED OR CUPPED SET SCREW TYPE, CONCRETE TIGHT. CONDUIT BODIES SHALL BE TIME DELAY RELAY IN CIRCUIT TO AVOID NUISANCE THE OPERATING HANDLE SHALL BE AN INTEGRAL PART OR SURFACE MOUNTED. SHOWN ON THE DRAWINGS. 6) MAIN CIRCUIT BREAKER DISTRIBUTION SWITCHBOARD. CONTRACT DOCUMENTS AND NO MATERIALS OR MALLEABLE IRON, THREADED FOR HEAVYWALL CONDUIT SHUT DOWNS. TIME MARK OR SIMILAR EQUIPMENT IS ACCEPTABLE, IF PROTECTION IS NOT PART OF OF THE BOX, NOT THE COVER. PROVISIONS FOR PADLOCKING THE SWITCH IN THE "OFF" 7) LIGHTING, HEATING AND POWER EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY ENGINEER. AND CUPPED SET SCREW TYPE FOR EMT, WITH CADMIUM STARTER. DO NOT RELY ON PROPERLY SIZED FUSES POSITION WITH AT LEAST THREE LOCKS SHALL BE PROVIDED. 16500 LIGHTING PANELS AND BRANCH CIRCUIT WIRING. FINISH AND CADMIUM PLATED SHEET STEEL COVERS. SYNTHETIC RUBBER GASKETS SHALL BE USED UNDER AND MOTOR STARTER OVERLOAD HEATERS ALONE TO SWITCHES SHALL HAVE A DUAL COVER INTERLOCK TO A. INSTALL LIGHTING FIXTURES AS SHOWN ON THE 8 WIRING DEVICES AND PLATES. M. COMPLETE SHOP DRAWINGS CORRECTLY BODY COVERS EXPOSED TO WEATHER. AVOID SINGLE PHASING BURNOUTS. PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR DRAWINGS. FIXTURES ARE FURNISHED ACCORDING TO 9 LIGHTING FIXTURES AND LAMPS, INSTALLATION AND WIRING. REFERENCED TO THE CONTRACT DOCUMENTS ARE REQUIRED FOR THE FOLLOWING LISTED G. EMT THIN WALL CONDUIT MAY BE USED INSIDE AA. FURNISH AND INSTALL CONTACTORS, CONTROL WHEN THE HANDLE IS IN THE "ON" POSITION, AND TO PREVENT CLOSING OF THE SWITCH MECHANISM WITH THE LEASE AGREEMENT. 11) LIGHTING CONTROLS. ITEMS OF ELECTRICAL EQUIPMENT: HOLLOW PARTITIONS, AND ABOVE SUSPENDED CEILINGS AND EXPOSED ABOVE 8'-0" ABOVE FINISHED FLOOR OR RELAYS, PUSHBUTTON STATIONS, SELECTOR SNITCHES, THE DOOR OPEN. THE HANDLING POSITION SHALL B. ALL FIXTURES TO BE LISTED AND LABELED BY 11) FURNISH AND INSTALL CONDUIT AND BOXES AS REQUIRED FOR SUB —SYSTEMS PER LEASE ABOVE PANELBOARDS. EMT CONDUIT MAY NOT BE USED PILOT LIGHTS, FUSES AND SIMILAR CONTROL AUXILIARIES AS SHOWN ON DRAWINGS AND/OR INDICATE WHETHER THE SWITCH IS "ON" OR "OFF". UNDERWRITERS LABORATORIES AND ALL BALLASTS "TO AGREEMENT. 1) MOTOR CONTROLLERS 2 DISCONNECT SWITCHES BURIED IN EARTH OR FILL, IN OR UNDER CONCRETE REQUIRED TO PROVIDE PROPER CONTROL AND H, SWITCHES SHALL BE FURNISHED IN NEMA 1 BE CERTIFIED BY CBM AND ETL. 12) CONNECTIONS TO EQUIPMENT FURNISHED BY 3) LIGHTING FIXTURES FLOOR OR IN POURED CONCRETE CONSTRUCTION. PVC CONDUIT USED UNDER FLOOR SLABS SHALL HAVE RIGID ISOLATION BETWEEN VARIOUS AUTOMATIC CONTROLLERS GENERAL PURPOSE ENCLOSURE EXCEPT ALL SWITCHES C. LAMPS SHALL BE MANUFACTURED BY OSRAM OTHERS. 4 TIMING CONTROLS FOR HVAC, LIGHTING, ETC. GALVANIZED STEEL ELLS AND METALLIC CONDUIT AND EQUIPMENT SHOWN ON THE DRAWINGS. LOCATED OUTDOORS SHALL BE NEMA 3R WEATHERPROOF SYLVANIA OR GENERAL ELECTRIC. EACH LAMP TYPE B. WORK WHICH SHALL BE PERFORMED BY OTHERS 5� SURGE SUPPRESSION UNIT 6 WIRING DEVICES ABOVE FLOOR SLAB, BB. EQUIPMENT SHALL BE SAME MAKE AS MOTOR (WP). NEMA 3R ENCLOSURE SHALL BE MANUFACTURED FROM GALVANIZED STEEL. ENCLOSURES SHALL HAVE A SHALL BE BY THE SAME MANUFACTURER. INCLUDES THE FOLLOWING: 73 ALL PANELBOARDS H. CONDUIT SHALL GENERALLY BE CONCEALED WHERE STARTERS. PUSHBUTTON STATIONS, SELECTOR SWITCHES, PILOT LIGHTS: HEAVY DUTY, OIL TIGHT, GRAY BAKED ENAMEL FINISH, ELECTRODEPOSITED, ON D. EACH FIXTURE IS IDENTIFIED BY A LETTER 1) FINAL CONNECTIONS OF MISCELLANEOUS N. MANUFACTURER'S CATALOG CUTS MAY BE SUBMITTED POSSIBLE. STANDARD SIZE, WITH TRANSFORMER TYPE PILOT CLEANED, PHOSPHATIZED STEEL. PREFIX WHICH DESIGNATES HOW IT IS TO BE MOUNTED. EQUIPMENT BY TENANT. 2) TEMPERATURE CONTROL FOR STANDARD CATALOG LIGHTING FIXTURES AND I. EXPOSED CONDUIT WILL BE PERMITTED IN LIGHTS, FLUSH MOUNTED WHERE PRACTICAL. I. SWITCHES SHALL BE RATED FOR AC. FUSIBLE WIRING THAT IS FURNISHED BY OTHERS PRE —WIRED IN UNITS. OTHER EQUIPMENT. CATALOG CUTS MAY BE MARKED UP ELECTRIC ROOMS, STOCK ROOMS AND SIMILAR CC. PROVIDE SURGE PROTECTION UNIT ON SECONDARY SWITCHES MUSE ACCEPT CLASS R FUSES AND HAVE E. FIXTURES ARE TO BE PROVIDED COMPLETE WITH 3) TELEPHONES AND FINAL CONNECTION OF WIRING TO MEET THE PROJECT SPECIFICATIONS, CUTS SHALL BE MARKED TO INDICATE MODEL NUMBER, SIZE, TYPE, UNFINISHED SPACES, OVERHEAD IN AREAS WITHOUT DROPPED SERVICE IN OR NEAR SERVICE SWITCHGEAR WIRE PROVISIONS TO REJECT ALL FUSES EXCEPT CLASS R. THE UL LISTED SHORT CIRCUIT RATING OF THE BALLASTS, SOCKET, LAMPS, FEND AND TRIP PLATES AND ALL MOUNTING ACCESSORIES REQUIRED FOR A THERETO. COLOR, RATING, ETC., OF ITEM TO BE FURNISHED, CEILINGS AND ELSEWHERE AT THE DISCRETION OF THE ARCHITECT. PULLING COMPARTMENT TO PROTECT THE SWITCHGEAR, SWITCHES SHALL BE 200,000 RMS SYMMETRICAL COMPLETE_ FIXTURE INSTALLATION. 4) INTERNAL WIRING OF EQUIPMENT FURNISHED SECONDARY ELECTRICAL PROTECTION IS TO BE AS AMPERES WHEN CLASS R FUSES ARE USED. PRE —WIRED BY OTHERS. 5) SECURITY SYSTEM FURNISHED AND INSTALLED 0. SUBMIT SIX (6) COPIES OF ALL SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO J. DURING ROUGHING —IN CAP ALL CONDUIT WHICH NOTED ON DRAWINGS. PRODUCT SHALL BE SQUARE D. EQUAL PRODUCT F. INCANDESCENT AND HIGH INTENSITY DISCHARGEJ. RECESSED LIGHTING FIXTURES TO BE FURNISHED WITH ACCORDING TO THE LEASE AGREEMENT INSTALLATION. MAY BECOME FOULED WITH FOREIGN MATERIAL. DD. SURGE PROTECTION EQUIPMENT FOR SWITCHGEAR BY SIEMENS, GENERAL ELECTRIC OR CUTLER HAMMER THERMAL CUT OUTS AS REQUIRED BY THE NEC. 1) FLEXIBLE CONDUIT SHALL BE UL TO BE AS MANUFACTURED BY LEA INTERNATIONAL, MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. C. ELECTRICAL EQUIPMENT FURNISHED BY OTHER P. DIG AND BACKFILL ALL TRENCHES AND HOLES APPROVED 1/2 MINIMUM TRADE SIZE. MCC, OR CURRENT TECHNOLOGIES. G. USE ELECTRONIC BALLASTS AND T-8 LAMPS. TRADES OR BY TENANT AND SPECIFIED IN OR SHOWN REQUIRED TO PLACE UNDERGROUND ELECTRICAL WORK. K. NAMEPLATES SHALL INDICATE FUNCTION OF EACH FURNISH SPECIAL LOW TEMPERATURE BALLASTS FOR ON CONTRACT DOCUMENTS SHALL BE INSTALLED AND TRENCHES FOR BURIAL OF ELECTRICAL CONDUIT, 2) LIQUID TIGHT FLEXIBLE CONDUIT AND EE. BOND ALL STRUCTURAL STEEL TO EARTH, GROUND DEVICE. NAMEPLATES SHALL BE LAMINATED PHENOLIC EXTERIOR MOUNTED FIXTURES. CONNECTED BY ELECTRICAL CONTRACTOR, EXCEPT AS DUCT, OR CONDUCTORS SHALL BE A MINIMUM OF 30" LIQUID TIGHT FITTINGS SHALL BE USED IN RODS OR PLATES, OR WATER SYSTEM, WITH A WHITE SURFACE AND BLACK CORE. USE 1/16" OTHERWISE NOTED. PROVIDE BRANCH CIRCUIT CONNECTIONS TO ELECTRICALLY OPERATED EQUIPMENT DEEP BELOW FINISHED GRADE OR DEEPER AS SHOWN ON DRAWINGS OR TO AREAS EXPOSED TO THE WEATHER OR EXCESSIVE FF. BOND ALL ROOF MOUNTED EQUIPMENT TO N.E.C. THICK MATERIAL FOR PLATES UP TO 2" X 4". FOR LARGER SIZES, USE 1/8" THICK MATERIAL. H. WHEREVER REQUIRED, HID BALLASTS TO BE FURNISHED BY OTHERS AS SPECIFIED IN OR SHOWN ON ACCOMMODATE FIELD CONDITIONS. TRENCH BOTTOMS SHALL BE FLAT AND SMOOTH MOISTURE, ACCEPTABLE GROUNDS ONLY. REACTOR OR CWA HPF TYPE AND HIGH PRESSURE SODIUM BALLASTS TO BE REACTOR HPF TYPE. THE CONTRACT DOCUMENTS. TEMPORARY WIRING FOR OTHER CONTRACTORS SHALL BE INSTALLED BY UNDISTURBED EARTH. WIDTH OF TRENCHES SHALL BE 3) FLEXIBLE CONDUIT SHALL BE USED CC. ANY ACCESS PANELS REQUIRED, NOT SPECIFIED L. ALL FUSES SHALL BE BUSSMANN, SIZES AS. S NOTED ON DRAWINGS. ELECTRICAL CONTRACTOR WHO SHALL BE ENTIRELY AS REQUIRED TO ACCOMMODATE THE CONDUCTORS, CONDUIT OR DUCT —BANK BUT IN NO CASE LESS THAN FOR CONNECTIONS TO VIBRATING EQUIPMENT, MOTORS, AND AS OTHERWISE NECESSARY OR SHOWN ON DRAWINGS AS FURNISHED BY GENERAL I. BALLASTS SHALL BE ADVANCE. EQUAL PRODUCT BY VALMONT OR MAGNETEK MAY BE FURNISHED AT THE RESPONSIBLE TO THE ARCHITECT FOR THE SAFE AND 6" WIDE. OR CONTRACTOR SHALL BE FURNISHED BY ELECTRICAL M. ALL FUSES SHALL BE UL LISTED, CURRENT— TENANT'S OPTION. SATISFACTORY OPERATION OF SAID "TEMPORARY PERMITTED BY CODE. GROUNDING SHALL BE CONTRACTOR WITH DESIGN TO BE APPROVED BY LIMITING TYPE, MINIMUM 200,000 AMPS WIRING. CONTRACTOR REQUIRING SUCH TEMPORARY Q. PROVIDE INSTRUCTION TO TENANT'S OPERATING GREEN GROUNDING CONDUCTOR AS SPECIFIED IN "GROUNDING". ARCHITECT BEFORE ELECTRICAL CONTRACTOR STARTS INTERRUPTING CAPACITY. J. UNLESS OTHERWISE NOTED, ALL LENSES ON WIRING SHALL PAY FOR ALL DAMAGE TO PROPERTY PERSONNEL AS NECESSARY, SHOWING LOCATIONS AND INSTALLATION. E FLUORESCENT FIURE FIXTURES ARE TO BE ACRYLIC AND A RESULTING FROM ITS USE. COMPLY WITH LATEST REQUIREMENTS OF OCCUPATIONAL SAFETY AND HEALTH PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND 4) CONCEALED SINGLE CIRCUIT RUNS TO HH. FURNISH AND INSTALL A COMPLETE GROUNDING N. FUSES 61 AMPS AND ABOVE SHALL BE BUSSMANN "LOW PEAK" RK-1. FUSES 60 AMPS AND MINIMUM 0.125 IN.RE THICK. ACT (OSHA). PROVIDE PERSONNEL GROUND FAULT SYSTEM COMPONENTS AND REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS LIGHTING, RECEPTACLES, AND AS PERMITTED BY CODE MAY BE GROUNDED ARMORED TYPE CABLE. SYSTEM IN COMPLIANCE WITH ALL REQUIREMENTS OF BELOW SHALL BE BUSSMANN TUSETRON" RK-5. 250 VOLT FUSES K. ALL RECESSED HID FIXTURES SHALL CARRY A PROTECTION ON ALL TEMPORARY POWER AND LIGHTING A GUIDE. THE NATIONAL ELECTRICAL CODE. SHALL BE USED ON 208/120 VOLT SYSTEMS. ULR LISTING. THEY SHALL HAVE A "THERMAL CUT OUT CIRCUITS 30 AMPERES OR LESS. GROUND FAULT CIRCUIT INTERRUPTERS ON CONSTRUCTION CIRCUITS R. COMPILE TWO (2) WRITTEN MANUALS OF OPERATING K. OUTLETS SHALL BE PROVIDED FOR DEVICES, II. A SEPARATE EQUIPMENT GROUNDING CONDUCTOR, 0. CONTROL FUSES FOR MOTOR STARTERS, ON BOTH THE BALLAST AND THE FIXTURE ITSELF. ARE NOT REQUIRED WHERE CIRCUIT IS A PERMANENT INSTRUCTIONS INCLUDING COPIES OF SHOP DRAWINGS LIGHTING FIXTURES, MOTORS AND EQUIPMENT CONNECTIONS, SYSTEMS EQUIPMENT CONNECTIONS, MINIMUM SIZE PER NEC TABLE 250-95, SHALL BE CONTACTORS, AND CONTROL PANEL TRANSFORMERS L. ALL RECESSED HID FIXTURES WITH QUARTZ CIRCUIT TO BE A PART OF THE COMPLETED BUILDING. AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE SPECIAL OUTLETS AND AS OTHERWISE REQUIRED, INSTALLED IN ALL FEEDERS, BRANCH CIRCUITS AND SHALL BE BUSSMANN KTK—R SIZED AT 300% RATED RESTRIKE SHALL BE UL LISTED. HOWEVER, CONTRACTOR SHALL PROVIDE APPROVED CORD IN 8-1/2" X 11" HARD BACKED INDEXED BINDER, CONTROL CIRCUITS. CONDUCTOR INSULATION SHALL CURRENT. SETS INCORPORATING GFCI PROTECTION FOR PERSONNEL. SEE 1999 N.E.C. ALL FINISH MATERIAL SHALL BE AS FOLLOWS: L. CONDUCTORS SHALL BE COPPER. UNLESS NOTED BE GREEN. M. USE STEEL WIRE HANGERS FASTENED TO THE PAINTING IS TO BE PERFORMED BY GENERAL 1) TITLE PAGE: OTHERWISE ON THE DRAWINGS, THE MINIMUM COPPER JJ. CONDUIT SYSTEM SHALL BE ELECTRICALLY P. FURNISH SPARE FUSE`; TO THE TENANT IN THE FOLLOWING QUANTITIES: BUILDING STRUCTURE TO SUPPORT RECESSED FIXTURES CONTRACTOR EXCEPT THIS CONTRACTOR SHALL RESTORE TITLE OF JOB, TENANT, ADDRESS, DATE OF SUBMISSION, WIRE SIZES FOR WET AND DRY AREAS AS DEFINED BY THE N.E.C. SHALL BE AS CONTINUOUS, ALL ENCLOSURES AND NON —CURRENT AT EACH CORNER. (FOUR CORNER SUSPENDED).. FIT FI FIXTURES TO T TIGHT AGAINST CONSTRUCTION TO TO ORIGINAL CONDITION ANY PAINTING DEFACED BY CONTRACTOR AND ENGINEER. FOLLOWS: CARRYING METALS TO BE GROUNDEDALL LOCK NUTS 10% OF TOTAL PROJECT QUANTITY (BUT NOT ELIMINATE LEAKS. HIM AFTER ORIGINAL PAINTING. MUST CUT THROUGH ENAMELED OR PAINTED SURFACES LESS THAN THREE (3) FOR EACH "TYPE AND RATING OF 2) INDEX 20 AMP CKT" BKR OR FUSE = �12 AWG, THHN/THWN 30 AMP CKT BKR OR FUSE = 10 AWG, THHN THWN ON ENCLOSURES. WHERE ENCLOSURES AND NON— FUSES 600 AMPERES AND BELOW, N. WALL —MOUNTED FIXTURES SHALL BE MOUNTED D. ALL WORK SHAI L BE IN ACCORDANCE WITH: 40 AMP CKT BKR OR FUSE = #8 AWG, THHN THWN CURRENT CARRYING METAL`; ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITHQ. PLUMB WITH BUILDING LINES AND INSTALLED WITH 1 NATIONAL ELECTRIC CODE 3) LIST OF MAJOR EQUIPMENT USED IN 50 AMP CKT BKR OR FUSE = 8 AWG, THHN/THWN APPROVED CLAMPS. TYPED LIST OF ALL SPARES SHALL ALSO BE INCLUDED. PROPER BOX AND COVER HARDWARE. 2 CODES: STATE, CITY AND COUNTY PROJECT ACCOMPANIED BY CONTRACTOR PURCHASE 100 AMP CKT BKR OR FUSE = 3 AWG, THHN/THWN BUILDING CODES AND ORDINANCES. ORDER NUMBERS AND SUPPLIERS NAMES AND ADDRESSES. 125 AMP CKT BKR OR FUSE = 1 AWG, THHN/THWN KK. ALL RECEPTACLES SHALL BE BONDED TO A R. FURNISH AND INSTALL CIRCUIT BREAKER "TYPE U. SURFACE —MOUNTED FIXTURES TO COVER MOUNTING 3) NATIONAL BOARD OF FIRE UNDERWRITERS 200 AMP CKT BKR OR FUSE = #3/0 AWG, THHN/THWN GROUND CONDUCTOR USING A #12 AWG MINIMUM POWER, HEATING AND LIGHTING PANELBOARDS AS HARDWARE. USE A CANOPY THAT IS NO LONGER THAN THE LENGTH AND WIDTH OF "THE FIXTURE AND AT A 4 CERTAIN CODES AND STANDARDS AS SET UP 4) ONE COPY OF EACH SHOP DRAWING M. CIRCUIT BREAKER/FUSE AND WIRE SIZE BONDING JUMPER BETWEEN RECEPTACLE TERMINAL AND SHOWN ON THE DRAWINGS. HEIGHT THAT IS NO 1-110HER THAN REQUIRED TO MOUNT BY VARIOUS TECHNICAL SOCIETIES SUCH AS UL, NEMA, NECA, IEEE, ASTM, TES, IPCEA, AND GROUPED 9Y TYPES OF EQUIPMENT, 1. E., COMBINATIONS NOT SHOWN ABOVE SHALL BE APPROVED GROUND CONDUCTOR. METAL_ —TO —METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS FIXTURE ABSOLUTELY VERTICAL. CANOPY FINISH TO ANSI. LIGHTING FIXTURES, PANELBOARDS, ETC. BY THE ENGINEER PRIOR TO INSTALLATION. NOT ACCEPTABLE FOR EITHER SURFACE MOUNTED BOXES S. ALL PANELBOARDS SHALL BE LISTED UNDER UL 67 AND SHALL HAVE APPROPRIATE LABELING. MATCH FIXTURE FINISH. 5) THIS WORK SHALL BE GOVERNED ALSO BY LOCAL INSPECTOR'S REQUIREMENTS. 5) SECTION FOR EACH SYSTEM N. FURNISH AND INSTALL. WIRING DEVICES, OR FLUSH TYPE BOXES. P. STEM —MOUNTED FIXTURES TO BE MOUNTED SO AST, 6) FEDERAL OCCUPATIONAL SAFETY AND HEALTH INCLUDING: INCLUDING SWITCHES, RECEPTACLES AND POWER ILL. BOND TRANSFORMER NEUTRAL TO A GROUNDING PANELBOARDS FOR USE ON 480/277 VOLT SYSTEM SHALL HAVE A MINIMUM INTEGRATED EQUIPMENT SHORT TO BE ABSOLUTELY VERTICAL AND HORIZONTAL. INSTALL AND SUPPORT AS ACT STANDARDS. A) BRIEF DESCRIPTION OF RECEPTACLES, TELEPHONE OUTLET BOXES, ELECTRODE SYSTEM. A GROUNDING JUMPER SHALL CIRCUIT CURRENT RATING OF 35,000 AMPS RMS SHOWN ON DRAWINGS. 7) AMERICANS WITH DISABILITIES ACT. SYSTEM OPERATION WITH LOCATION OF MAJOR COVERPLATES AND BLANK OUTLET PLATES AS SHOWN OR DESCRIBED ON DRAWINGS. WIRING DEVICES SHALL BE ALSO BE INSTALLED FROM THE GROUNDED NEUTRAL SYMMETRICAL. EXACT RATING SHALL BE DETERMINED E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND COMPONENTS. HUBBELL OR EQUIVALENT PREMIUM SPECIFICATION TERMINAL TO THE TRANSFORMER ENCLOSURE. EQUIPMENT GROUNDING CONDUCTOR RUN WITH THE BY AVAILABLE FAULT CURRENT FROM UTILITY. ELECTRICAL CONTRACTOR SHALL FURNISH PANELS BUILDING CODES HAVING JURISDICTION SHALL BE B) LIST OF ITEMS IN SYSTEM GRADE AS MANUFACTURED BY BRYANT EAGLE SLATER, PASS & SEYMOUR, OR LEVITON. COLOR SHALL BE PRIMARY FEEDER SHALL BF LONDED TO THE BASED ON UTILITY COMPANY INFORMATION. OBTAINED AT PROPER TIME BY AND AT EXPENSE OF REQUIRING PERIODIC SERVICE. REQUIRES WHITE. TRANSFORMER ENCLOSURE. THIS CONTRACTOR. SEPARATE SECTION FOR EACH OF: U. PANELBOARDS FOR USE ON 208/120 VOLT SYSTEM F. ALL. ELECTRICAL WORK SHALL BE INSPECTED BY ELECTRICAL DISTRIBUTION SYSTEM FROM THE SERVICE 0. RECESSED OUTLET BOXES SHALL BE STAMPED MM. THE GROUNDING ELECTRODE CONDUCTOR FOR SEPARATELY DERIVED SYSTEMS, SUCH AS DRY —TYPE SHALL HAVE A MINIMUM INTEGRATED EQUIPMENT SHORT CIRCUIT CURRENT RATING OF 22,000 AMPS RMS THE GOVERNMENTAL AGENCY HAVING JURISDICTION ENTRANCE TO EACH LIGHTING AND POWER PANEL AND OTHER SYSTEMS (I.E. STEEL SUITABLE FOR THE DEVICE INSTALLED. TRANSFORMERS, SHALL BE RUN IN NON—METALLIC SYMMETRICAL. EXACT RATING SHALL BE DETERMINED INCLUDING LOCAL INSPECTION AUTHORITIES, CONTROL SYSTEMS AND ANY OTHER ELECTRICAL P. SURFACE MOUNTED OUTLET BOXES SHALL BE CAST (PVC) CONDUIT TO MINIMIZE GROUND IMPEDANCE. BY AVAILABLE FAULT CURRENT FROM UTILITY. G. UPON COMPLETION OF THE WORK, THIS CONTRACTOR SYSTEM LISTED IN THESE SPECIFICATIONS). IRON SUITABLE FOR THE DEVICE INSTALLED. NN. LIGHTING FIXTURES SHALL BE GROUNDED BY THE ELECTRICAL CONTRACTOR SHALL FURNISH PANELS BASED ON UTILITY COMPANY INFORMATION. CONTRACTOR SHALL FURNISH TO THE ARCHITECT A USE OF A PIGTAIL FASTENED ON BARE METAL THAT IS CERTIFICATE OF INSPECTION AND APPROVAL FROM THE S. SUBMIT ONE (1) COMPLETED COPY TITLED Q. DUPLEX RECEPTACLES SHALL BE A MINIMUM OF 20 AMPERE RATING. FREE OF PAINT. V. FRONT ASSEMBLY SHALL INCLUDE A HINGED DOOR ABOVE DEPARTMENT BEFORE FINAL PAYMENT ON "ELECTRICAL OPERATING INSTRUCTION MANUAL" ON WITH A FLUSH MOUNTED CYLINDER LOCK TYPE_ SPRING16300 CONTRACT WILL BE ALLOWED. THE BINDING EDGE OF BINDER TO ARCHITECT FOR R. COVERPLATES SHALL BE WHITE PLASTIC UNLESS SERVICE AND DISTRIBUTION LOADED LATCH. ALL LOCKS SHALL BE KEYED ALIKE. H. TEST ALL WIRING AND CONNECTIONS FOR APPROVAL. AFTER ARCHITECT'S REVIEW AND ANY CORRECTIONS REQUIRED ARE COMPLETED, SUBMIT TWO OTHERWISE NOTED, A. THE CONTRACTOR SHALL FURNISH ALL LABOR, DOOR SHALL INCLUDE A TYPED CIRCUIT DIRECTORY CARD MOUNTED IN A FRAME WITH A CLEAR PLASTIC CONTINUITY AND GROUNDS BEFORE ANY EQUIPMENT IS (2) IDENTICAL COPIES OF MANUAL, ONE TO THE S. COVERPLATES FOR SURFACE MOUNTED BOXES IN MATERIALS AND EQUIPMENT NECESSARY TO INSTALL PROTECTIVE COVER, CONNECTED. WHEN DIRECTED BY ARCHITECT, DEMONSTRATE BY PROPER VOLTAGE MEGGER TEST OF ARCHITECT AND ONE TO THE STORE MANAGER. STOCK AREAS SHALL BE STAMPED STEEL SUITABLE FOR ALL OF THE 480/277 VOLT ELECTRICAL UNDERGROUND SERVICE FROM THE TRANSFORMER INCLUDING THE W. EACH PANELBOARD SHALL HAVE A FULL CAPACITY INSULATION RESISTANCE OF ANY CONDUCTORS AND T. ELECTRICAL CONTRACTOR SHALL GUARANTEE HIS THE PARTICULAR BOX AND DEVICE CONFIGURATION. SECONDARY CABLES, CONDUIT, PULL WIRE, NEUTRAL SUBASSEMBLY. REPLACE ANY CONDUCTORS WHICH FAIL SAID TESTS UNTIL ALL CONDUCTORS SHOW FREE FROM INSULATION WORKMANSHIP AND MATERIAL, EXCEPT FOR TENANT SUPPLIED T. WIRING DEVICES UNLESS OTHERWISE PROPERLY TRANSFORMER PAD, GROUND ROD AND SLEEVE, AND CONCRETE ENCASEMENT. THE ELECTRICAL X. EACH PANELBOARD SHALT_ INCLUDE A GROUND BUS FAULTS. MATERIAL, FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION AND LEAVE AUTHORIZED, SHALL BE SAME MANUFACTURERS ONLY; NO ADDITIONAL MANUFACTURERS SHALL BE PERMITTED CONTRACTOR SHALL COORDINATE INSTALLATION OF THE SUBASSEMBLY, SIMILAR IN CONSTRUCTION TO THE HIS WORK IN PERFECT ORDER AT COMPLETION, UNLESS SPECIFICALLY AUTHORIZED BY THE TENANT. MAIN DISTRIBUTION SWITCHBOARD WITH THIS WORK. NEUTRAL_ SUBASSEMBLY, FACTORY MOUNTED AND BONDED I. ELECTRICAL LAYOUTS ARE SCHEMATIC. EXACT TO THE BOX. LOCATIONS ARE DETERMINED BY EXACT LOCATION OF EQUIPMENT, ETC., AND MAY BE REVISED TO SUIT THE U. SHOULD DEFECTS DEVELOP WITHIN GUARANTEE U. LOW VOLTAGE CONTROL DEVICES SHALL BE AS B. NOT INCLUDED IN THE ELECTRICAL CONTRACTOR'S WORK: Y. INTERIOR CONSTRUCTION CONDITIONS AND AID IN COORDINATION PERIOD, THIS CONTRACTOR SHALL, UPON NOTICE OF SAME, REMEDY DEFECTS AND HAVE DAMAGES TO OTHER NOTED ON DRAWINGS OR AS REQUIRED. LABELING SHALL INCLUDE A CONNECTION DIAGRAM AND LABELS INDICATING PROPER WITH WORK OF OTHER CONTRACTORS. WORK OR FURNISHINGS CAUSED BY DEFECTS OR WORK V. ELECTRICAL CONTRACTOR SHALL FURNISH AND 1) PRIMARY CABLES, PAD MOUNT (OR POLE MOUNTED) TRANSFORMER(S), CURRENT TRANSFORMERS TORQUE AND WIRE TYPES FOR MAIN INPUT J. ELECTRICAL DRAWINGS ARE INTENDED TO OR CORRECTING SAME REPAIRED AND/OR REPLACED AT HIS EXPENSE TO INSTALL ALL MOTOR CONTROLS, INCLUDING STARTERS, AND METERING EQUIPMENT, PRIMARY CUTOUTS OR CONNECTIONS AND BOTH LINE AND LOAD SIDE CIRCUIT BREAKER CONNECTIONS. INDICATE APPROXIMATE LOCATIONS OF SWITCHES, CONDITION BEFORE SUCH DAMAGE. SAFETY DEVICES AND REMOTE CONTROL STATIONS, SWITCH AND PRIMARY LIGHTNING ARRESTERS. RECEPTACLES, LIGHTING FIXTURES AND OTHER ITEMS 16100 ELECTRICAL BASIC MATERIALS AND METHODS UNLESS FURNISHED BY EQUIPMENT MANUFACTURER IN PRE —WIRED ASSEMBLIES. WIRING OF METERING EQUIPMENT SHALL BE BY Z. CIRCUIT BREAKERS SHALL BE QUICK MAKE, OF VARIOUS ELECTRICAL SYSTEMS OF PROJECT. ELECTRICAL CONTRACTOR AS DIRECTED BY THE QUICK BREAK, THERMAL MAGNETIC TRIP (ENCLOSURE EXACT LOCATIONS AND ROUGH —IN DIMENSIONS FOR ALL A. ELECTRICAL CONDUCTORS SHALL BE ENCLOSED IN W. FURNISH AND INSTALL MANUAL MOTOR STARTERS ELECTRIC COMPANY. COMPENSATED), MOLDED CASE TYPE, UL LISTED. 15AND WORK AND EQUIPMENT SHALL BE OBTAINED FROM ARCHITECT OR HIS REPRESENTATIVE AS WORK CONTINUOUS GROUNDED RACEWAY SYSTEM EXCEPT AS WITH OVERLOAD RELAYS IN EACH LINE CONDUCTOR FOR C. METERING EQUIPMENT SHALT_ BE FURNISHED BY 20 AMP SINGLE POLE BREAKERS SHALL CARRY THE UL "SWD" MARKING. PROGRESSES. SHOULD THE ELECTRICAL CONTRACTOR OTHERWISE NOTED. ALL FRACTIONAL HORSEPOWER MOTORS NOT EQUIPPED ELECTRIC COMPANY AND INSTALLED AS INDICATED IN LINE SIDE TERMINALS SHALL BE BOLTED TO MAIN BUSBARS. BREAKER RATINGS SHALL FAIL TO PROPERLY OBTAIN SUCH LOCATIONS OR B. RACEWAY AND ENCLOSURE SIZES SHALL BE AS WITH BUILT—IN RUNNING OVERCURRENT PROTECTION, NOT REQUIRING AUTOMATIC CONTROLLERS. RISER ON THE DRAWINGS. BE PER DRAWINGS. DIMENSIONS, HE SHALL CHANGE THIS WORK AT HIS SHOWN ON DRAWINGS OR, IF NOT SHOWN, SHALL BE EXPENSE WHEN REQUESTED BY ARCHITECT. ARCHITECT SIZED TO COMPLY WITH N.E.C. FILL REQUIREMENTS X. MANUAL MOTOR STARTERS SHALL INCLUDE D. FURNISH AND INSTALL SERVICE ENTRANCE CIRCUIT BREAKER AA. TERMINALS FOR CONNECTION OF THE FEEDER TO RESERVES THE RIGHT TO MAKE MINOR CHANGES IN FOR CONDUCTORS ENCLOSED, OVERLOAD RELAYS IN ALL LINE POLES SIZED TO TRIP DISTRIBUTION PANELBOARD AS SHOWN ON THE DRAWINGS AND THE PANELBOARD MAINS TO MAIN BREAKER SHALL BE LOCATION OF ELECTRICAL WORK OR EQUIPMENT PRIOR SWITCH AT 125% OF MOTOR FULL LOAD RUNNING SPECIFIED HEREIN. NOMINAL VOLTAGE AND CURRENT RATINGS "TO UL RECOGNIZED AS SUITABLE FOR THE "TYPE OF TO ROUGHING IN WITH NO ADDITIONAL COST TO C. PULL OR JUNCTION BOXES SHALL BE PROVIDED IN CURRENT, NEON PILOT LIGHTS, AND NEMA ARE INDICATED ON THE DRAWINGS. PANELBOARD HAVE A CONDUCTORS SPECIFIED, TENANT. ALL RACEWAY SYSTEMS AT MAXIMUM OF 100 FOOT ENCLOSURES, AS MANUFACTURED BY GENERAL MINIMUM INTEGRATED EQUIPMENT SHORT CIRCUIT CURRENT RATING OF 35,000 AMPS RMS SYMMETRICAL_. EXACT RATING SHALL BB, NAMEPLATES INTERVALS AND WHERE REQUIRED TO AVOID EXCESSIVE NUMBER OF BENDS, TO FACILITATE WIRE PULLING OR ELECTRIC, ALLEN BRADLEY, CUTLER HAMMER, BE DETERMINED BY AVAILABLE FAULT CURRENT BY UTILITY. AS SCHEDULED ON DRAWINGS SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES TO PROVIDE ACCESS TO RACEWAY SYSTEM. SIEMENS, OR SQUARE D. PANELBOARD TO BE SQUARE D I —LINE. EQUAL PRODUCT BY SHALL BE LAMINATED PHENOLIC WITH A WHITE SIEMENS, GENERAL ELECTRIC OR CUTLER HAMMER MAY BE SURFACE AND BLACK CORE. USE 1/16" THICK FURNISHED AT THE CONTRACTOR'S OPTION. MATERIAL FOR PLATES UP TO 2" X 4". FOR LARGER SIZES, USE 1/8" THICK MATERIAL. I L L I'm "mill P A R T N E R S H I P Architecture 4 Interior Design - Planning 770.394.1616 F- 770.394.1314 RF IRE Li K� _I I c A ANCHOR 6 C p EF CONSULTANT Jordan & Skala Engineers, Inc. j Project NLwnber - 0410070 t� 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (770)447-5547 FAX (770)448-0262 EMMAAIIL• jse®jordunskola.com COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC. SEAL 1 \V REVISIONS # DATE DESCRIPTION 0 10/01/04 DSW SHELL & UPFIT This document is �) Phillips Partnership, PC and is considered on Instrument of Service and is solely for us- 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 — — 1501 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT .dry `.; ..�: NORTH AME ICAN PROPERTIES NORTH AMERICAN'RROPERTIES - ATLANT 1080 HOLCQfAB BRIDGE ROAD ry BUILDING 2 O,1_1JITEV50- . ROSWELL, GA 3007, TEL (770) 645-6566 .FAX (770)643 954.0 r' ' PHILLIPS JOB NUMBS ,> ��0208 16,E ISSUE DATE _ DRAWN BY/CHECKED BY 05/1-410,4 .h DRAWING TITLE' ." ` `' - AWO/CCJ ::......;: TENANT FIT UP`T7 NQTES ELETRICAL SHEET NUMBER P. : REVISION # 27 SUMMARY A. ADDED SHEET 150 P Hall Blvd