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Home My WebLink About550 W 1 St 03-1678 New Construction-2 At VICINITY MAP PROJECT TEAM OWNER CAPSTONE GROUP, INC. 801 N ARMENIA AVENUE TAMPA, FL 33609 PHONE: (813) 253-3535 CONTACT: DAVID MARTIN TENANT ECKERD :CORPORATION 8333 BRIAN,DAIRY ROAD LARGO, FLORIDA 33777 PHONE: (727) 395-7553 CONTACT: GREG FERRELL ARCHITECT LYMAN, DAVIDSON, DOOLEY, INC. 5201 WEST KENNEDY BOULEVARD, SUITE 501 TAMPA, FLORIDA 33609 PHONE: (813) 288-9299 FAX: (813) 288-8046 CONTACT: CHUCK KNIGHT STRUCTURAL ENGINEER CENTER FOR INNOVATIVE STRUCTURES 2907 BAY TO BAY BOULEVARD SUITE 211 TAMPA, FLORIDA 33629 PHONE: (813) 835-5311 CONTACT: JIM MELANDINOS MECHANICAL & PLUMBING ENGINEER COLWILL ENGINEERING 4750 E. ADAMO DRIVE TAMPA, FL 33605 PHONE: (813) 241-2525 CONTACT: JOSEPH STOLZ ELECTRICAL ENGINEER ALAN WINCHELL, P.E. 11724 OAK ST. SAN ANTONIO, FLORIDA 33576 PHONE: (352) 588-4861 CONTACT: ALAN WINCHELL CIVIL ENGINEER (UNDER SEPARATE COY"R PROJECT DATA APPLICABLE CODES AND REGULATIONS FLORIDA BUILDING CODE 2001 FLORIDA FIRE PREVENTION CODE 2001 ALLOWABLE BUILDING AREA 9,000 SQ. FT. PER TABLE 500 1=4/3[100 (F/P)-0.25)] 1=4/3[100 (476.667/476.667)-0.25)] I=100% INCREASE 18,000 S.F. ALLOWABLE ZONING CG GROSS BUILDING AREA NEW STRUCTURE EXISTING STRUCTURE BASEMENT NOT APPLICABLE NOT APPLICABLE MAIN FLOOR 14,167 S.F. NOT APPLICABLE MEZZANINE 414 S.F. NOT APPLICABLE cc 0 )?_ PF I. TOTAL 14,581 S.F. NOT APPLICABLE SCOPE OF WORK CONSTRUCTION OF RETAIL SHOP AND,, INTERIOR BUILDOUT OCCUPANCY MERCANTILE- 71 MIXED OCCUPANCY NOT APPLICABLE CONSTRUCTION TYPE TYPE V, UNPROTECTED SPRINKLERED YES FIRE DISTRICT CJ1 YES MEZZANINE BUILDING HEIGHT 34'-6'9 TO HIGHEST POINT OF STRUCTURE MINIMUM INTERIOR FINISH CLASS C (EXIT & EXIT ACCESS CLASS B) EXIT REQUIREMENTS SEE SHEET A1.2 REQUIRED EGRESS WIDTH 387 X 77.2" DOORS PROVIDED 1) ENTRY DOOR PROVIDES 45- OF CLEAR OPENING IN FULL BREAK-OUT POSITION. 2� EXIT DOORS PROVIDE 74". 3 TOTAL EXIT WIDTH PROVIDED IS 119". EMK CONSULTANTS 7815 NORTH DALE TAMPA, FL. 33614 OF FLORIDA, MARRY HGWY. INC. GENERAL NOTES PHONE: (813) 931-8900 1. ' THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND CONTACT: ROBIN KENDALL FIELD CONDITIONS AND SFIAIJ CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSION, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. LIST OF' ABBREVIATIONS. 2. DO NOT SCALE �DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE ON FLOOR PLAN: IN CASE OF CONFLICT, NOTIFY THE ARCHITECT.. . ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, TILE, VINYL, AFF ABOVE FINISH FLOOR HM HOLLOW METAL WAINSCOT, ETC. ci CONTROL JOINT HORIZ HORIZONTAL 3. CONTRACTOR SHALT OBTAIN ALL NECESSARY APPROVALS AND PAY NECESSARY CONIC CONCRETE MIN MINIMUM PERMITS AND CERTIFICATES. DIA DIAMETER mo MASONRY OPENING DS DOWNSPOUT MTL METAL 4. THE CONTRACTOR IS EXPECTED TO KEEP PREMISES CLEAN ,DURING CONSTRUCTION. TRASH WILL NOT BE ALLOWED TO ACCUMULATE IN THE SPACE DURING CONSTRUCTION. EWC ELECTRIC WATER COOLER NFHB NON FREEZE HOSE BID ALL DEBRIS SHALL BE REMOVED DAILY. FINAL CLEAN UP ANDREPAIRIS PART OF THIS EXT EXTERIOR NOC NOT IN CONTRACT WORK. RE -MOVE ALL DUST, DEBRIS, OILS, STAINS, FINGERPRINTS AND LABELS FROM ALL FE FIRE EXTINGUISHER NTS NOT TO SCALE EXPOSED FINISHED SURFACES. SAFE WORKING AREA AND CONDITIONS SHALL BE FFE FINISH FLOOR ELEVATION 0C ON CENTER MAINTAINED AT ALL TIMES. FOB FACE OF BLOCK PT PRESSURE TREATED 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL WORK GALV GALVANIZED SIC SOLID CORE FUTURES AND EQUIPMENT NECESSARY TO COMPLETE PROJECT AS PER PLANS. THE GC GENERAL CONTRACTOR Sim SIMILAR CONTRACTOR IS TO DELIVER PROJECT CLEAN AND READY FOR USE AS APPROVED BY GYP GYPSUM TYP TYPICAL OWNER. HC HANDICAP VERT VERTICAL B. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING WORK. CARE SHALL BE TAKEN TO PROTECT ALL UTILITIES WHICH ARE TO REMAIN. 7. ALL REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEMS SHALL BE SUBMITTED SYMBOLS IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MORE ADVANTAGEOUS TO THE OWNER WITH RESPECT TO DELIVERY DATE nyTAT-rrpv OR rinem manviD xTn I Fil CIRCUMSTANCES I I %, IASIAACES VVML THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 8. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS AND SPECIFICATIONS UNLESS A VARIANCE IS APPROVED BY THE LANDLORD AND OR ARCHITECT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL TENANT SPACE, INCLUDING ALL FINISHES, MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AND 10. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING ""FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS AND SHALL CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE TENANT, AND THE ARCHITECT. 11. THESE DRAWINGS ARE THE PROPERTY OF LYMAN DAVIDSON DOOLEY, INC. AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR PART. THESE DRAWINGS ARE TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT. p REC VED SITE, P!,I.IA-N c IL MA 2003, NOTE: THIS IS NOT AN APPROVED SITE PLAN, SEE CIVIL DRAWINGS FOR SITE INFORMATION. WIN W, COMMERICAL STREET z D --------------------------------------------------- ------- t SANFORo BUILDING DEPT. 0 z THESE PLANS ARE REVIEWED AND CONDITIONALLYY ACCEPTED FOR PERIVIrr, A PER >: 2002 t t j ISSUED SHALL SE CmIs'rm.jEL) 'ro BE.A LS ICENE -1.0 PROCEED WITH J 0 liz f� j THE lVORK AND Nt-Y)' AS.AT-XORITY TO VIOLATE, CAN�'.e'_.'L, AL%0�:R, tDp SET 0 w - _T ASIDE ANY OF THE THE TLCJiNV_-AL CODFS, NOR SHALL !�UANQV z 0 Qv A t.jT I,,_I[-: BUILDING PC-QU1,Q!Nf3 A _0RR EC_ !1z w i ONS uc C�I -"- C TR TION olr�mp, ul 44 1 11H I Z, i i i i i i i r7j,\ i i i i r N 4L SALES FLOOR FIXTURES (SHELVING) GENERAL CONTRACTOR ECKERD IDOOR FINISH HARDWARE. GENERAL CONTRACTOR ECKERD z E-4 4 #3 1 0 -Z4 00 Q 9 z .4 914 E_ (n z STORAGE ROOM FIXTURES (STATIONARY & MOVABLE SHELVING) 0 OVERHEAD RECEIVING DOOR ISTORM 0 0 L / SECURITY SHUTTERS 91 0 CHECKOUT FIXTURE (CABINETRY & SHELVING) 9 #3 • 0 METAL FRAMING 0 0 PHARMACY FIXTURE (CABINETRY & SHELVING) 0 #3 01 * GYPSUM WALL BOARD 0 0 PHARMACY SECURITY GRILLE &' FIXED' GLASS 0 0 0 #31 ACUSTICAL CEILING & GRID •0 BOSTON BUMPER ON CABINETRY 0 1 01 0 JVCT FLOORING &,BASE • BOSTON BUMPER ON WALLS 0 1 0 -0 CERAMIC TILE 0 EXPRESS PHOTO FIXTURES (CABINETRY) & EQUIPMENT 0 #3 #3 0 1 0 PAINTING MOSIER WINDOW,DRAWER & PNEUMATIC TRANSPORT SYSTEM * 0 01 WALL COVERING DRIVE-THRU CLEARANCE SIGN ASSEMBLY INTERIOR / EXTERIOR. SIGNAGE 0 #3 CONVEYOR #41 LADDER WITHIN CANOPY PLENUM • 0 BALER (IF REQUIRED) FIRE EXTINGUISHERS • 0 MANAGERS OFFICE CABINETRY VENDING MACHINES • POILET ROOM FIXTURES & ACCESSORIES PLUMBING G SYSTEM LOCKERS 1 0 JELECTRICAL WATER COOLER • 0 REFRIGERATORS / BREAK ROOM IRRIGATION SYSTEM • 0 SALES FLOOR COOLER / FREEZER • 0 2, ELECTRICAL PANEL SYSTEM & CLOCK 0 REMOTE CONDENSERS FOR COOLERS • 0 f2, LIGHTING FIXTURES HVAC EQUIPMENT / DUCTWORK ACCESSORIES BUILDING SECURITY SYSTEM FLOOR LEVELING TELEPHONE DATA CABLING & EQUIPMENT 0 METAL ROOFING ECKERD RADIO CONCRETE CMU SEALANTS TIME CLOCK / EMPLOYEE • #3 CARTNEST IVESTIBULE FLOOR FINISH 0 DOORS FRAME TRIM HANDICAPPED PARKING SIGN • 0 LADIES & MEN'S ROOM SIGNAGE • 0 NOTES I. CONTRACTOR TO SUPPLY & COORD. INSTALLATION 3. CONTRACTOR SHALL PROVIDE APPROPIATE ELECTRICAL CIRCUITS AND 2. ECKERD TO INSTALL REFRIGERATION EQUIPMENT, CONDENSATE, MAKE RELATED ELECTRICAL CONECTIONS. DRAINS & PIPING RESPONSIBLE FOR OPERATION 4. ECKERD TO PAY INVOICE DIRECT & CONTRACTOR TO COORDNATE PURCHASE AND INSTALL NATIONAL VENDOR LIST NO. RESPONSIBIL[TY CSI DIV. NO. VENDOR NO. RESPONSIBILITY CSI DIV. NO. VENDOR DRYVrr SYSTEMS INC. (800) 556-7752 27 STOCKROOM SHELVING ECKERD STORE PUNNING JOHN SCALISE DIV. 7 ALL STORE FIXTURES DIV. 10 (727) 395-6000 BOB FARRELL 2 METAL ROOFING MOUM SHEET METAL JIM LEECE TAMPA, FL. (813) 204-2625 28 EXTERIOR BUILDING LG.S DIV. 7 INFORMATION SIGNAGE DIV. to 3 MIRROR GLASS LIBBY OWENS FORD ATLANTA, GA. (800) 866-41563 20 TOILET ROOM SIGNAGE IDENTIFICATION GRAPHICS NICK ROMANO DIV. 6 DALLAS, TX (214 247-2995 DIV. 10 TEMPLE TERRACE, FL (813) 985-4N5 4 DOOR HARDWARE DIV. 8 MESSANA HARDWARE / RON SCELOnER DUNEDIN, FL (727) W-6612 30 TOILET ROOM SIGNAGE SCOTT SIGN SYSTEMS DIV. 10 SARASOTA FL (800) 237-944.7 208 5 SLIDING ENTRY DOORS STANLEY DOORS / JOE�BENAICBE CART NEST PLASTIC BOLLARD SLEEVESA 'EXT. HEFCO / ED FINGERSON DIV. 8 FARMINGTON, CT. (860) 409-6506 31 DRIVE THRU CLEARANCE BAR DIV. 11 ROSWELL, CA. (770) 587-3917 (800) 327-1817 6 SLIDING ENTRY DOORS DIV. 8 HORTON AUTOMATIC DOORS / PH[L.LeB,IANC BRONSON, FL (352) 466-6595 32 SECURITY SYSTEMS ADT NATIONAL ACCOUNTS KUM FOLEY DIV. 11 TAMPA, FL (813) 251-4888 7 VINYL TILE• ARMST RONG / JA IL BUEHLER SECURITY SYSTEM AND FRONT CHECK POINT/ SARAH PRICE- FRONT DOOR SENSORS DIV. 0 LANCASTIR PA. (80) 356-9301 EXT. 6884 33 DOOR SECURITY SENSORS DIV. 11 LARGO, FIA. PH. 727-395-726134TEVE HROWN- SECURITY 8 PAINT DIV. 9 BENJAMINE MOORS 1-(800) 633 4308 (200) 338-4440 34 DixBola DRiw-THRu UNIT DIU, DIEBOLD / STEPHEN BIGGINS MARLBOROUGH, M& (508) 480-6414 9 Cmac TILE CERAMIC soumoNs7M HILTON avarry . SYSTEM SENSOBIUTIC DAVE OLSZEWSKI — DIP. 9 TAMPA, FL (813) 889-8453 35 DIV. 11 KENNESAW, GA. (770) 794-1688 10 CORNER GUARDS DIV. 9 CONSTRUCTION SPECIALTIES INC. MUNCIE! PA. (800) 233-8493 1 36, SALES FLOOR COOLER/FREEZER ZERO ZONE / GREG GUSTAFSON (TECH. QUESTIONS) REMOTE CONDENSERS Div. 11 CANTON, CT. (800) 247-4496 11 PLASTIC LAMINATE WILSONART TEMPLE, TX. (BDO) 433-3222 CONVEYER CARBON SALES / MARK GILLHAM DIV. 9 I I HOU/DAL' (800) 792-6000 37 DIV, 14 TAMPA, FL (813) 229-6322 VINYL WALL COVERING DIV. GORDON / LES COLS (800) 347-0550 ROOF TOP HVAC UNITS CARRIER FLORIDA / DEBBIEW Kiny - SALES KNGMffir_ 9 DIV. 15 CLEARWATER, FL (727) 571-4700 EXT. 236 13 GROUT GROUT CUSTOM BUILDING PRODUCTS 39 WATER FILTER i FRESH I WATER SYSTEMS DIV. 9 SEAL BEACH, CA. (800) 282-8786 DIV. 15 407-532-7024 14 DIV. 9 40 THERMOSTAT LIGHTSTAT / RON EIGENBROD DIV. 15 WINSTED, CT. (800) 292-2444 15 FRP SEQUERM - ATLANTA OFFICE (770) M-8684 NOT USED HOUSTON OFFICE (713) 462-2020 41 1 , DIV. 15 16 DIV. 9 KKEM (UUU) 436-MU BP CHEMICALS (800) 238-5546 42 EXPRESS PHOTO SINK PAYCOR 8O0-22i-!72C5d S" DIV. 15 ACOUSTICAL CEILING TILE U.S.G INTERIORS / ROB May NOT USED DIV. 9 TESTLAU, OH. (800) 950-3839 43 17 NOT USED 44 COMPUTER col GI G DOAK I I DIV. 16 ST PMURG, FL (727) 579-1500 to EXTERIOR BUILDING AND SITE SIGNAGE DIV. 10 BELL SIGNS / KATHY HALLMON PANAMA CITY, FL. (850) 763-7982 45 BUILDING k SITE LIGHTING TALOPT1M_[_M STIUCKLAND NORTH AUSTIN, TL (8N) 254-1528 . DIV16 19 BOSTON BUMPER DIV. 10 BOSTON RETAIL PRODUCTS BOSTON, MA. (680) 225-1633 46 ECKERD 'RADIO SATELLITE MUZAK/ ANDREA ROLLEY 2901 3RD AVE. SUITE 400 DIV. 16 SRATLE, 1A. 98121 (800) 331-3340 KY-559 20 TOEW ACCESSORIES BRADLEY / TOM GUILE 800-BRADLEY 47 ELECTRICAL FLOOR BOXES SCOTT DYER DIV. 10 I DIV. 16 ORLANDO, FL (800) 432-5126 21 NOT USED y48 ELECTRICAL PANEL SYSTEM SUNCOAST ENVIRONMENTAL /_ STEVE Gy0REE' DIV. 10 POWER POLE DIV. 16 LARGO FL (727) 544-8679 22 EXTERIOR BUILDING CHANDLER SIGNS / PAM GOFF 49 ECKERD EXPRESS PHOTO JIM NOLLM- ENVIROXENTAL ISMS AND SITE SIGNAGE DIV. 10 WOODLAND PARK, CO. (800) 570-9390 (727)-395-6350 23 NOT USED 50.EYEWASH UNIT SOUTHWEST KITCHEN &BATHWINTERHAVENFLA DIV. 10 . STERLING SMITH (800)-282-8191 24 PHARMACY SECURITY GRILLE DYNAFIAIR SABINA RE EM DIV. 10 TAMPA, FL (813) 247-4770 25 BABY CHANGING STATION KOALA CORPORATION DIV. 10 DENVER, COLORADO (800) 733-3432 26 D1 2546AO1 Xgr. REQUtRINI 22546 E.ANAS-BU11- 0* X a. COK w MERT. FR ONI PSI INDEF-ENIM �N f TRUC=f dAi E—G. PLACEME14-1 TH'_ ]t7 1 L LDI RE 1/10/03 t El ARCHITECTURE PLANNING INTERIOR DESIGN q TERMITE TREATMENT NOTICE: W z tji�, 2 CONTRACTOR TO PROVIDE WEATHER RESISTANT RM POSTING BOARD TO RECEIVE DUPLICATE TREATMENT CERTIFICATE AS REQUIRED PROTECTIVE TREATMENT 16 COMPLETED, CONTRACTOR ALSO TO PROVIDE THE PERSON ISSUED THE PERMIT A COPY FOR THE BUILDING, PERMIT FILE. Alf THE TREATMENT CERTIFICATION SHALL PROVIDE THE 1M PRODUCT USED, THE IDENTITY OF THE APPLICATION,. . TIME AND DATE OF TREATMENT, SITE LOCATION, AREA TREATED, AND THE CHEMICAL USED AND IT'S . . . . . . . . . . PERCENTAGE OF CONCENTRATION, AND NUMBER OF GALLONS USED. PROTECTION AGAINST DECAY AND TERMITES, z CONDENSATE LINES AND ROOF D OWN"SPOUT6 SHALL ig DISCHARGE AT LEAST ONE FOOT AWAY FROM THE STRUCTURE SIDE WALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS g WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN ro INCHES HORIZONTAL w PROJECTION EXCEPT FOR GABLE END R KES OR ON ROOF ABOVE ANOTHER ROOF. IRRIGATION/SPRINKLER SYSTEMS ............. Lym an AND RISERS FOR SPRAY HEADS SHALL NOT A - BE INSTALLED WITHIN ONE FOOT ON THE BUILDING SIDE WALL Davidson Dooley, Inc. . .......... TERMITE PROTECTION NOTE5.1 vg�� 5201 West Kennedy Blvd. I- TERMITE, PROTECTION SHALL'15E F1ROvIr_>ED BY REGISTERED W - - - - - - - Suite 501 TERMITICIDE6 OR OTHER APPROVED METHODS OF TERMITE Tampa, FL 33609 PROTECTION LABELED FOR USE AS A PREVENTATIVE m. . . . . . . . . . _ TREATMENT TO NEW CONSTRUCTION. ZM OEM ph: 813.288.9299 —I W 88 fx 813.288.8046 6 2, IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE Qc-r,Rg' AA0003000 IB4000989 PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL 01, A01,115, 4, EXCAVATION, BACK FILLING AND COMPACTION 18 COMPLETE. ulim" A LAI", .1, A A. HV 3. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE m -L" TAMPA PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL 3 FT. ' COLIIN-S ZZ)UIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED, 4. IF SOIL TREATMENT 16 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE. ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. I. IF 601L TREATMENT 16 USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM ro MIL. VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT 16 REQUIRE[). ANY WORK, OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. ro. IF SOIL TREATMENT 16 USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR To EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS, 0 I. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, It. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN ONE FOOT OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL 0 BE APPLIED PROMPTLY AFTER CONSTRUCTION 15 COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER, 15 APPLIED 0 SHALL BE PROMPTLY RETREATED. of 4 8. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENt�FOR PROTECTION AGAINST 0 ZL "N SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING 'STATEMENT. TM "THIS BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR R THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE ... ...... FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES ". 0 Lz 4 'b, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND DEBRIS SHALL BE COMPLETELY REMOVED FROM UNDER THE BUILDING AND WITHIN 0,% ONE FOOT THEREOF. ALL WOOD FORMS AND SUPPORTS SHALL BE COMPLETELY REMOVED. THIS INCLUDES, BUT IS NOT LIMITED TO, WOODEN GRADE STAKES, FORMS, CONTRACTION SPACERS, TUB TRAP BOXES, PLUMBING SUPPORTS BRAcINk-. cuenc:jf,1,--_ =e-=+.4& OR OTHER CELLULOSE -CONTAINING MATERIAL PLACED IN ANY LOCATION WHERE SUCH MATERIALS ARE NOT CLEARLY VISIBLE AND ........... READILY REMOVABLE PRIOR TO COMPLETION OF THE WORK. Cl 0 j WOOD SHALL NOT BE STORED IN CONTACT WITH THE GROUND UNDER THE BUILDING. IL EXCEPTION: MATERIALS WHICH ARE OF NATURALLY DURABLE WOOD 00 OR, ARE PRESSURE TREATED FORGROUND CONTACT, AND WHICH o I— W6 ARE INSTALLED WITH AT LEAST INCHES CLEAR SPACE FROM THE (a z STRUCTURE TO ALLOW FOR INSPECTION AND TREATMENT FOR TERMITES. IOAN ORDER TO REDUCE CHANCES OF TERMITE INFESTATION, NO WOOD, . . . . . . . . . . . . VEGETATION, STUMPS, DEAD ROOTS, CARDBOARD, TRASH, OR OTHER CELLULOSE -CONTAINING MATERIAL SHALL BE BURIED ON THE BUILDING . . . . . . . . . LOT WITHIN 15 FEET OF ANY BUILDING OR THE POSITION OF: ANY ,BUILDING PROPOSED TO BE BUILT. ECKERD #3201 11. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN < WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN INCHES EXCEPT FAINT OR DECORATIVE CEMENTITIOUS FINISH LE55 THAN 5/a" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 0 FIRST STREET AT (L ............... � FRENCH AVENUE 12. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT SANFORD, FL .............. 5 PROVIDER AND NEED FOR RE-.1N PECTION AND TREATMENT CONTRACT BE FROVIr RENEWAL SHALL ED. THE SIGN SHALL BE POSTED NEAR CAPSTONE WATER HEATER OR ELECTRIC* PANEL. W J 0 GROUP, INC 0 o 0 801 N. ARMENIA AVENUE T AMPA, FL 33609 v INFORMATION SHEET 5. 1_0i LL OR :2599A02 2 646 0s. COK T co LDI m2 IF R." 1/10/03 4 LEGEND. SEE ECKERD GUIDE PLANS FOR DETAILS... O — FLOOR RECEPTACLE, 120V 20AMP BRASS W/ FLUSH RECEPT. ( ALL CONDUIT TO BE PVC PIPE ). ®— DATA TERMINAL POWER SOURCE FOR #319 ELECTRICAL CASH REGISTER. ( ALL CONDUIT TO BE DEDICATED CIRCUIT IN PVC PIPE ). 1. PROVIDE CONTINUOUS 2—#2 THW W/ GND CONNECTING CASH REGISTERS AS SHOWN CIRCUIT TO PANEL "B". 2. EACH- CASH. -REGISTER.- DRAWS- 1..5..AMP 3. C/R CASH REGISTER RECEPT. TO BE AN ISOLATED GND. BRASS RECEPT. TYPE HUBBELL 1 G-5362-125V OR EQUIV. — EXIT LIGHT .& SIGN. "LITHONIA" M—S—W-1RW OR EQUAL. — DUPLEX RECEPTACLE. IN WALL 18" AFF. OR AS SPECIFIED. NOTE: SEE GUIDE PLANS FOR OFFICE ELECTRICAL DETAILS. — SPECIAL PURPOSE DUPLEX RECEPTACLE OUTLET ABOVE CEILING. ALL SPECIAL PURPOSE OUTLETS ARE TO BE ON ONE (1) CIRCUIT. z — TELEPHONE. JUNCTION BOX, SEE GUIDE PLANS FOR MOUNTING HIEGHT. II I I I II M N m N. I I Uj _j ch N� � L II O M + M + / d8 d� N OCCUPANT LOAD = 2 Q Q Uj =J O! N O LENGTH AS TRAVERSED �I ` = 47'-1" r------------------------- - - - - - � I I I I 1 I ❑ p i n 0 o II I I II 132'-V' F_ -1 Of I J O I I I I Q U I I 2 '-4»I L---_J ' ¢ - I a_ _ I a J z ° I � 3' 2' m Q I I U MAX PHYS.e ` 0 9' 3' 11' 11' MAY ° REVLON °NEUT. ° COVERGIRL ° MAYB. a ° C0REAL e �14,�84 24" 18/86 ' REF. i-- o �OWP4 Q� I BUDGET COSMETICS PHYSICIANS MIRA ALMAY REVLON NEUT. C.G. MAYB. MA OREAL l'OREALN FORMULA ^ MYLAR �' D RISER 1 TRIAL E4VELRY \ /1o010 ^ 6 90 e �s i 9'-10$" PROMO 5,_0» / HOSIERY >-6" slzE 4'- 6 ROMo -6. 0 �9S # 34• » PROMO ,> PROMO „ SU CAR x .� 8 u T1GR'S. O h 'u 1 OFFICE I r7 o � F O eo s / pc Ao PROMO HOSIERY ^ ° O r12I t`!00 OMO PROMO PROMO SU CAR S� �A9Sic pp L 1 I RISER RISER Lo MYLAR - I , I N ELASTI e FOOT CARE NAIL CARE N 4 o �� o ` i i O ¢ I CV 0 o TrA — — 7 — _ — ^ d ' DIET ° MED. NTRN. �_ G i. _ _. SKIN DARE ° BATH M 36 / O x 5» PROMO 134�1 Z 36 p�� i RISER I 1 MYLAR RISER u) -8s p Q I sP01 TtA ' VITAMINS ° N SKIN CA N Q ^ PR 0 1 ' -1 p Q 1v��QYi_ f3V q: 14/72E-0 BULK 14 72 O LIP ° COUGH & COLD �f)100 ^ BAR SOAP ° DEODORANTS CARE o o `n 7'_4» Q RISER I I ( RISER E O z 30 ` ANALGESICS a COUGH DRY P.C.A. EN'S PRODUCTS A IUAITluCs �' 14/72EA 5. - 9 z u? D' STD AREA 0Q I� FIRST AID o ^ E NIC H IR CARE m » ` / O O c- j Z O - CHAIRS ` RISER 1 I RISER U Q Q i 1 Z ANTACID/ LAXATIVES U Q I z HAIR COLOR/ ERMS s — — — — 329 ° 00. z BULK - Q 18/72 14/72 FE ` GIENE SH P00 ° PRO HAIR ° QUALITY WING PEGS O I L 0 FIRE EX ERN ISHER Y� ❑ I RI C ^ ^ I S LESS THAN oN 7» INCONTINENCE .. ° D.M.E.eTHR ._ d SHAMP.OD/ D./ TYLE... Mw O I O I I :_. I 5'-1 �.g. 18/72 72 ❑ ❑ o � LOAD = 188 — — — — — 3 � ) . EXIT W DTI- RFQ. 14 72 18j7 36" EXIT W DTH PRO 1DED = 45" ❑ ❑ �� I EYE CARE ° H.C.A. ° PUR. ° VAPS °` DENT. O GREE NG CARDS ^ o 0_1 I 11 i 2 L _J RISER I 4- DENTAL , , , I 30 ( N �d GREETING CARDS � _ ^I I-- --- ^ , J a. t BULK 1 TNN O 30 2� 0 1 18/72 ^ GREETING CARDS 'a I r r, ^ O � N a i BABY CARE/WIPES FORMULA/ ACCESS. ^ " 4 —08 ^ TABLE 4'-5" t t�KO O I RISER o / I NLo 10 RISER `I- w GRETING CARDS oa SO ` rc ' COLOid 8/ 2 " �� m 3a , N 6>-� 1» TOYS . BOCiI 24 e + Z 8/7 '— D 14 72 SEASON N ^ EASONAL " I ( V / COM FEi 4 ShekeS 24x96" CENTER O + FLOOR LVO \I \ ,I RISER LrN /0 ) 00 II J w �4_ N 00 �o , ' I I SEASON. 4'-p„. PO » �- o 7 ' 18/72 C3 U I Z SEASONAL - ^ O oO o / § 4 sheNeS 24"x96' 4 ShelveS 24 x96' w (� O I 7� 1 :�j + FLOOR LEVEL + FLOOR LEVEL Q f I I RI ER Q Y Ste ! 4 sheaves 2a'x96' a shelves 24'x96'1. a ' RISER i� in ^ SONAL oc 1 -6 0 +�. l X LLj + LEVEL + FLOOR LEVEL j SEASONAL 18/72 F » ' m o °° 7 — m 5'-4 6 -5 1 ' 18/72 14 72 ST ONERY 0 4 She 24"x96" 4 SheveS 24x96" 4 + FLOOR LEVEL + FLOOR LEVEI 4 SheveS 24"46' 4 ShelveS 24x96' + OOR LEVEL + FLOOR LEVEL INSECT KCHE ° HR E ° LAUNDRY =� ^ N ^ ^ - I O I 'n ` O I PET RISER 1 in / j A A CANDY/ RISER 7'-32» t W 7» w Uj x � ( FOOD ° PET At, ES a LIGH 1111L, °HOME/ AU 14/72 I ^ II m ��L±L721 BULK 14 72 _ I / 4 She 24"x96" 4 Shakes 24x96" +FLOOR LEVEL ' 14 72 MOPS -SHOE* SHOE H USEW R S ° APPL • A.S-.TV K10 KI ^ Vj •� T ° e SNACKS ITO 0 / +FLOOR LEVEL 4 ShekeS 24"x96" ' NOT. z �'IN O / `— ` � 0 / 4 ShelveS 24x96' o ' ( RISER I 1 c- w / E3 + FLOOR LEVEL + FLOOR LEVEL Z Lt7 ? THOMA ` / J 6>_ » WATER. dam- WARMS A d- 4,-O,, � — 4' 6» 6" 4'-6» � � I I - - 1118/721 1 p �ULK] _ I L GTH AS TRAVERSED _I 27'-0„ a ' JUICE ° M G OCERY �� .EN E �� ") SPORT c ` N O (� 1 o ") BULK STORAGE 6'- » 4 -64 4'_6„ 4 4 4 6 4 6 ' 69' UPSCALE 4'-6" 7 -1 BULK BUL ol LK = ` 0 I I L - - - - GL WINE ® FRAMES N LOAD = 3 R EPONG n. of ^ o EXIT WIDTH REQ. = 32 (MIN) EjA o �j LJ EXIT WIDTH PROVIDE = 36" SOFT DRINKS BEER/ D.S.D.' IUMS \\ 4 Shekel 24'x96" 4 Shekel 24'LEVE m \ V � 9'-2 7/8", 5-14, Fl7 REFRIGERATED CA E a FRAAiES o BOOKS \' FE 1 + NIT +FLOOR LEVE1 +FLOOR LEVEL N FE 18/86 • � I LOAD = I91 .30.. - oa, o aZ� ZZZ� Laiz 0ao o o o:—J ¢ A A q o,o. 4J yo ¢ ..F¢ -o WW F' W II EXIT WIDTH REQ. 382 � per. o0 o a NO � �a � B � EXIT » jNPROVIDED '- 5-6" 241 4 I I ❑ I _ ❑. I----- ------ ----- ---- --------- I OF REF IGERATI N 3'-1 MEZZANINE T LIFE SAF-ET Y PLAN 3 NEW STORE #3201 STORE SCALE SHOWN APPROVED BY: DRAWN BY: BLEVINS DISTRICT FILENAME STR, FIXTURES AND FIRST STREET FL 320 SANFORD, FLORIDA CORPORATION FIXTURE PLAN i ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 West Kennedy Blvd. Suite 501 Tampa, FL 33609 ph: 813.288.9299 fx: 813.288.8046 AA0003OW IB4000989 A T IovA I T NASHVIUE TAMPA , 1., C �> �I I I S nr* � r • 1 • i i ROE V e R+E`V ROE V � REV e w m 0 ECKERD #3201 FIRST STREET AT FRENCH AVENUE SANFORD, FL CAPSTONE GROUP, INC 801 N. ARMENIA AVENUE TAMPA, FL 33609 FIXTURE/ LIFE SAFETY PLAN 2599F11 22546 COK LDI 1 /10/03 '"'.WALL TYPE LEGEND 0.0_ O3 5/5" METAL STUDS 0 16" O.C. W/ 1/2" GPY, BD. r 16'-2" 21'-8" { EACH SIDE TO 4" ABOVE CEILING O LOW PARTITION, 6 METAL STUDS o 16�t O.G. W/ ( — 2 1/2" GPY. BD. EACH SIDE HEIGHT AS NOTED I 4'_0++ 2'_0" 1 ,-8„ OSMOKE PARTITION, 6" METAL STUDS w V' O.C. ( LIMIT OF CONC. PAD 3 TIGHT TO DECK ABOVE W/ 1/2" GPY. BO. EACH SIDE, PROVIDE 1/2 TYPE BC PLYWOOD ( I I RECEIVING AREA SIDE AND 3 1/2" SOUND I —LINE OF CANOPY ABOVE ATTENUATION INSULATION = ® CMU W/ FOAM FILL INSULATION W/ HORIZ JOINT 4" DIA. PIPE 3 - REINFORCING AT 16" -O.C. VERT, W/ 1/2" GYP. BD @ ! BOLLARDS , ----- -10. f = � 1 I --� ON 1 1/2" METAL HAT CHANNELS O 24" O.G. FILLED WI CONC. � � VERT. SEE -I/A-10.1 - CMU W/ FOAM FILL INSULATION W/ HORIZ JOINT -- - - - --�- -EC: ® f O REINFORCING AT 16" O.C. VERT �� G O PIPE BOLLARD ' I O �� ,, 1� FILLED W/ CONC. I I - `-I ..----6" DIA. X 4'-m" 3 5/8 MTL STUDS � 16 O.G. Wit 1I2 GYP. SD. EACH SIDE, USE MR GYP. AT RESTROOMS, W/ = SEE I/A-10,1 ; - - - - PIPE BOLLARDS Q V-4" 8" 2 '-4" I ',6 " FILLED / CONC. 1/2" TYPE BC PLYWOOD TO 6'-0" O.C. WHERE 3/4j 2 3 ___ i i SEE -f/A 10.1 SHOWN ON RECEIVING AREA SIDE, PROVIDE 3 - 1/2" SOUND ATTENUATION INSULATION B I = 6" MTL STUDS 19 16" O.C. W/ 1/2" GYP. BD. EACH- ' $ SIDE, USE MR GYP. AT RESTROOMS, W! 1/2" TYPE BC PLYWOOD TO 8'-0" `O.C. WHERE SHOWNON RECEIVING AREA SIDE, PROVIDE 3- 1/2 SOUND ATTENUATION INSULATION 31 CMU WI FOAM FILL INSULATION W/ HORIZ JOINT g 5 r✓' �o g o ++ " - " LL + SA I 1 REINFORCING AT 16 O.C. VERT, WI 1/2 MR. � - 12TR46FER5 - GYP. BD ON 6" METAL STUDS 0 24" O.C. VERT.do I *' �+ ;n PHARMACY I�t�� 7:-0/8" 0 — - - - - - - - - - - - - � - I -a-- - ----� JI 1. FOR PARKING LAYOUT *FE: WALL MOUNTED FIRE SEE CIVIL DRAWINGS. EXTINGUISHER 10 LB. 4A: \ JJ J I 65: G (TOTAL 8) 2. CONCRETE BUMPERS PROTECT \\ % - _ FOR COUNT ACH SPACE, , SEE CIVIL E_ / \ � 8" �',// � I m 123'- 4" DRAWINGS, METAL STUD WALL WITH + 2 \ / CLEAR, INME FACE OF CMU SOUND ATTENUATION BATT 813 / 01 3. FOR DOOR SCHEDULE SEE SHEET A-12.1. 4. COORDINATE W/ CIVIL 4; \ ('01 / FOR DUMPSTER AND LOADING LAYOUT.AST / 4RE � 1 2 4' A.FF. PARTITION WATER HEATER 6' ��`q� 4" A�E WALL/ \ — FE i SCUTTLE TO ROOF \ ,/ 9ni H.G. - ---- \ _ DASHED LINE INDICATES In" - - PLYWOOD TYPE BC TO S'-0" �- - . AFF. PAINTED P-4, PROVIDE I `r — — — — 2"X2" ALUM. ANGLES AT ALL — — — - — — —� I OUTSIDE CORNERS �o - - - : - Li a_--___--_ MENS8" STUDS -------- / H.C. THIS WALLi Q L.J U u- . Wit: i MEZZANINE PLAN �r 00 3 - r MAXIMUM CLEARANCE = 10'-0 _ _ PLASTIC SLEEVE OVER Ms �4 PIPE W/ SIGN _ \� SHEAR PIN (PIVOTS) 4" CONC. _ SIDEWALK -I I I_I I I i t II-11I II I Ill-i ill III III -II - �1I1=-iI I=111= COORDINATE FOOTING; I-111 III -II 512E W/ HEFCO, LLC I I -III -I 11=1 I I -I i I ROSWELL, GA 30011 PHONE: (600) 321-lall FAX: (110) 587-3939 CONTACT: ED FINGAR50N +-- i-- - --- - - - - -J CLEARANCE SIGN ,4.-rs. Q v811=11-0+ Ulm ARCHITECTURE PLANNING w N ; INTERIOR DESIGN z a or (05, S, 0 z ui PRANCE: SIGN ° 3/A-1.1, CONFIRM t 11 4'-10" 2 -0 Z s p 4TION W/ ECKERD 2 01a O 3 `3 3T. MANAGER ROL JOINTS AT 4 D.S, THRU agQ " MIN. FACE OF CURB s u A k : 1tO 0 z, 4 m i 1 3/12/03 zr F 5x 4 T. 01� � w U ❑ 0 z 0. w ECKERD #3201 Q ❑ s w 0 0 " FIRST STREET AT FRENCH AVENUE ftSANFORD, FL U -'� Z_ > =° < CAPSTONE w o GROUP, INC 0« Z 801 N. ARMENIA AVENUE TAMPA, FL 33609 FLOOR PLAN o 2599A11 (i t a t 22546 rr w COK LDI z ■ ❑G ? .... 1/10/03 i lem M FLOOR COVERIPKs PLAN 2AfRE A -'� rA i n1 I I/1,- 11-11-/70 PLAN r OFFICE 138 S.F. o-d S. NOTES A. GENERAL CONTRACTOR TO PROVIDE SMOOTH, LEVEL SLAB FREE OF PIT HOLES FOR FLOORING CONTRACTOR (FLOORINGS CONTRACTOR RESPONSABLE FOR MINOR FLOOR- PREP. ONLY . B. VCT FLOOR TILE TO START. AT CENTER OF ROOMS AND WORK OUT TO WALLLS. C. VCT FLOORING TO BE CLEANED, WAXED d POLISHED PRIOR TO INSTALLATION OF FIXTURES, BY THE GENERAL CONTRACTOR PER ARMSTRONG WORLD INDUSTRIES SPECIFICATIONS. GENERAL CONTRACTOR TO COODINATE W/ ECKERD'S CONSTRUCTION MANAGERS FOR FIXTURE INSTALLATION DATE6. KEY LE Ol PROVIDE ADA THRESHOLD d STOREFRONT TO VCT VINYL . BASE. AT ALL. WALLS. OPROVIDE REDUCER STRIP FROM I VCT TO CONCRETE FLOOR d CENTERLINE OF DOOR O H d C EPDXY SEALED CONCRETE FLOOR BATTLESHIP GREY. O PROVIDE ADA THRESHOLD FOR EXTERIOR DOOR O DOTTED AREA INDICATES EXPRESS PHOTO FIXTURES / TILE UNDER FIXTURES, O PROVIDE CORIAN SILL FROM VCT TO CERAMIC TILE d CENTERLINE OF I DOOR FLOOR W\1ERIi3 SCWEDULE : MARK DESCRIPTON VCT-1 12 "AV' VCT ARMSTRONG WORLD INDUSTRIES IMPERIAL TEXTURE *51899 (COOL WHITE) (800) 356-9301 EXT, 8846. PROVIDE NECESSARY REDUCER STRIPS. 12 "A2" VCT ARMSTRONG WORLD INDUSTRIES IMPERIAL 77 TEXTURE "S1820 (MARINA BLUE) (WO) 356-13301 EXT. .: ..................... 8846. 2 "x2" AMERICA OLEAN TILE ISCBC "MESA". CONTACT HANK HILTON CT-1 * (013) 811-1301, GROUT TO BE DELOREAN GRAY 01165 BY CUSTOM BUILDING PRODUCTS. 2"x2" AMERICA OLEAN TILE ISCSC "MESA". RUN FLOOR TILE UP WALL CTB-1 A BASE 4" HIGH AND PROVIDE C833 COVE PIECE AT WALL AND FLOOR INTERSECTION. CONTACT HANK HILTON * (813) 5l1-1301. GROUT TO BE DELOREAN GRAY *165 BY CUSTOM BUILDING PRODUCTS. VINYL WALL BASE MERCER "CB-208 MEDIUM GRAY (800) 899-8962 YB-f_ PROVIDE V-0" WIDE- M:R: WALL BOARD BACKING 10 ALL VINYL' BASE. 12"AV' CAESAR "CS 123 LIMESTONE. CONTACT HANK HILTON 9 (613) CT-2 8-11-1301. GROUT TO BE %0 CHARCOAL BY CUSTOM BUILDING PRODUCTS. OGCUPANt _ LOAD: OCCUPANT AREA PEOPLE / SF. PEOPLE SALES 10,894 SF. 30 GROSS _. 361 OFFICE I,935 SP. 100 GROSS = 20 STOCK 1,192 S.F. 300 GROSS 6 TOTAL 14 581 SF, 381 SEE SWEET A-0.1 FOR LISTING OF PROJECT DATA ARCHITECTURE PLANNING INTERIOR DESIGN .,, Lyman u Davidson Dooley, Tampa, FL 33609 • :0•. A00 0 00 •IB4000989 t TAM`A FT. COLLINS TgA A A A A 6 RE M J ■ LL W cc cc 00 0IL Z U 11 w� U ECKERD #3201 N 3F tw-'. FIRST STREET AT 0 " FRENCH AVENUE a w SANFORD, FL Z } CAPSTONE GROUP, INC 0 r p 801 N. ARMENIA AVENUE Q s ; TAMPA, FL 33609 J . FLOOR COVERING AND AREA PLAN J r ` 0 ` 2599Al2 a �. a 22546 0 a_ COK w © LDI 0 z, 2 fi ■ 0 • _ '1' 1/10/03 4111,__ 0. xx go REFLECTED CEILING PLAN ACT-1 - COLOR TO BE WHITE ACOUSTICAL LAY -IN CEILING TILE IN A GRID SYSTEM 12'-4" ABOVE FINISHED FLOOR ACT-1 2X2 PATTERN, COLOR TO BE WHITE ACOUSTICAL LAY -IN *CE1ILINGs TILEAN A GRID SYSTEM 12'-4" ABOVE FINISHED FLOOR MOISTURE- RESISTANT GYPSUM BOARD PAINTED, SEE FINISH SCHEDULE V-0" ABOVE FINISHED FLOOR 5/6" GYP. 50. ON BOTTOM OF JOISTS W/ ACOUSTICAL LAY -IN CEILING BELOW SEE I/A5b H.VAC. SUPPLY REGISTER H.VAC. SUPPLY REGISTER M z H.VA.C. RETURN AIR GRILLE 2X4 LAY -IN LIGHT FIXTURE IX4 LAY -IN LIGHT FIXTURE WALL WASHER 0 RECESSED CAN LIGHT FIXTURE LAY -IN FLOURESCENT LIGH T ugo w g�!M.W _0 .1 A U -fERE THE SIGN FLUSN`t'ICxINi' CEILING SPEAKER EMERGENCY'liGHT.' 3" SOFFIT VENT -FRY REGLET #6V-15-V-300/EIF6 EXHAUST GRILLE SPRINKLER PENDANT, CENTERED IN TILE 4" 16 GAUGE SUPPO5 STUD SPANING 50TTi CHORD OF JOISTS 1/2" THREADED ROD BOLTED THROUGH BOTTOM CHORD OF EACH JOIST THAT 15 CROSSED 4" 20 GA METAL STUD BRACING * 48" O.C. TO STRUCTURE ABOVE 12'-4" AFF ,gk12--0-- AFr- DETAIL 1 1/2 V— 0 It II ROOF SCUTTLE WALL MTD. SPEAKER u i u 6PEk, TO 6 sTUCTURE LIGHT FIXTURES MOUNT ON UNISTRUT SPANNING MIN, 2 JOISTS SUSPENDED CEILING SYSTEM ,dkIro'-0-' AFF —1/21, GYP. BOARD ON 4" METAL STUDS 0 24" O.C., PROVIDE STUD BRACING a 46" O.C. —STOP GYP. 15D. 4" ABOVE CEILING, TYP CORNER 5EAD, TYP _IX3 WOOD TRIM —SUSPENDED CEILIN6z SYSTEM Final Date EQ. ioe EQ, 3" CONTINUOUS SOFFIT VENT CENTERED BETWEEN COLUMNS ��DRIP, SEE 51A-6.1 '117 RUN "FILLMASTER" 1/4" WATER LINE TUIBIW-i FROM UNDER SINK "FILLMA6TER" FILTRATION EQUIPMENT, TWROLIG,14 AFF 2'-O'X 3'-0" ACCESS PANEL LIGHT FIXTURE--------- FURRING SPACE AT WALL BEHIND SINKI BASE TO ABOVE PHARMACY CEILIW3, WITH LOCK, LOCATE NEAR BEE ELECTRICAL F N15H-3 T__��15LOWERS AND DOWN THROUGH 4" X 4" CHASE DASHED LINE FROM PHARMACY CEILING AT V-611 AFF TO TOP OF FIXTURE AT '1`-0" AFF1 -3/4" PLYWOOD CATWALK INDICATES EXTENT OF ACCESS HATCH , VERIFY I BLUE WOOD TRIM WITH LOCK, PAINT LOCATION WITH ECKEW DRUG COMPANY In r__1 z TO AT SOMATCH EIFS E, FFIT DR P, E 4/A-5.1 w 0- T _-L L. _J C - -i L j -1 a _1 TYPICAL REVEAL JOINT 1 10 BE DETAIL 41A-6.1 j AD-- _J F71 v L L -4- w 7 _3" CONTINUOUS SOFFIT VENT FREY REGLET r 1 E • F T F T _- 'T- -1 T —LIMITS OF CATWALK - FIXTURE SEE ELECT. T SEE- - - - - - -- - - - - - -- - 1 - 4-4 T f-- L 4 51A-6.1 lu WOMEN 0 L_j L_j T-1 _3 7 F 4 ACCESS HATCHf� 4 WITH LOCK, PAINT lu -0 MATCH EIFS L J. T -7N- T-1 ._a, AT SOFFIT 1A M _'___7�0.4.-SEICURITY GATE, EN 4_ ACCESS PANEL FOR 8'-D" AFF y � � ' I� � � I I ,n Q -ri0l i's F r 0 BREAK 0 1L f i i ROO 3" CONTINUOUS SOFFIT VENT FREY REGLET lu Lj L El F �9 F =i F__ t F 1-Im %J T -1 LJ Ifni L.I L J J i 0 —4 FINISH ir1i T --L J J_ -1- 2 TYPICAL REVEAL JOINT SEE DETAIL 4/,4-6,Ir RECEIVING -it AREA.,- T r' SEE 4/A-6.1 -7- _J_ FINISH 3 _.L --j- -if- + Lj8. 3"xI0" SOFFIT VENT T- — F71 t L E Qw— LIGHT FIXTURE SEE ELECT. �,A (o. OPEN TO STUCTURE DRIP, SEE 51A-6, I 7 1511 m�F.12'-0" — _ — — — — EM 0 it —LIMITS OF CATWALK Fire Dept, �LIGHT FIXTURE SEE CANOPY SECTIONS E SEE ELECTRICAI_ Final Insp P-C 11-3 14:�- ------ DASHED LINE , I\ Dat6 INDICATES EXTENT OF BLUE WOOD TRIM 2'-0" 3'-011 CONTINUOUS SOFFIT VENT WITH ACCESS HATCH ,PAINT CENTERED BETWEEN COLUMNS 3" CONTINUOUS SOFFIT VENT LOCK CENTERED BETWEEN COLUMNS I I TO MATCH EIFS AT SOFFIT� z VEQ, 1.0 EQ. rat-0" 11 Ea. 21 REFLECTED j) CEILING PLAN- nPLEGTED CEILING PLAN it -011 -0 2,? a 4, 5 ARCHITECTURE PLANNING INTERIOR DESIGN wj O Lyman Davidson Dooley, Inc. 0.s 5 West tKennedyBlvd. Suite 501 Tampa, FL 33609 w --wi- ph, 813.288.9299 fx. 813.288.8046 AAMMM 11340009 89 mi-N ATLANTA NASHVII IZ TAMPA _j T F .. COLLINS 0, z, 2 Z' dr- o 04 0 co j LL • Mir in 00 Z 4c qLgjp 1 u , f ECKERD #3201 FIRST STREET AT FRENCH AVENUE SANFORD, FL o V.-i'CAPSTONE GROUP INC 0fl 801 N-ARMENIAAVENUE TAMPA, FL 33609 . . . . . . . . . . . Zr`7, REFLECTED CEILING PLAN IL 0 2599PQI (L 22546 6,: w a. COK LDI z i 1 01 "LADDER i MFR. BY B SECURE TC PER MFR. FLASHING FIRE RETARDANT WOOD BLOCKING AS REQUIRED ROOF SCUTTLE BILCO NO, 5-20 2'-ro" W x 3'-0"L TO BE INSTALLED PER MFR. SPECS, FIN15H BY MANUFACTURER R VALUE OF LID = R6 ROOF MEMBRANE OVER R-14 INSUL. AND ROOF DECK ON BAR JOISTS STEEL ANGLE BRACE LADDER TO OPENING W1 2 1/2 "As" FLAT STL. BAR WELDED TO 5%. ANGLE FRAME /a" PLYWOOD TO ;S'-0" ABOVE MEZZANINE FLOOR BRACE LADDER TO PARTITION -s 4'-0" O.G. MAX W1 2 1/2 "x%" FLAT STEEL BARS WELDED TO EACH 5TRINGER, SECURE TO PARTITION BOLT TO CONCR. SLAB AT SECOND FLOOR 00 HATCH FINISH-5 5"Aro" 5CUPPER SEE SMACNA PL 1-26 THRU 1-20 P.T. WOOD BLOCI DOWNSPOUT 4 CC PRE -FINISHED TC FINISH-1 SECTION 6 SCUPPER, 0/2iiol1-011 / 28'-2" TOP OF STUD I-- f MTL-1 -� ---► ROOF TILES OVER 2 LAYERS OF 30# FELT ON 3/4" EXT. GRADE (P.T> PLYWOOD DEcK1NCs TOP OF STUD —•---------- �'---BREAK METAL FLASHING, PTD. COUNTER FLASHING TO MATCH FINISH-1 ro"X6" GUTTER---" PRE-ENGINEERED METAL TO MATCH MTL-i TRU5E5 -9 16" O.C. FINI61-1-1 ON 5/S" EXT. GRADE GYP. SHEATHING 5ECTION, TILE ROOF TO STUCCO 11/2 ii=1'_011 SSGG// � P.T. WOOD BLOCKING ET, BEYOND :L STOP " IEMBRANE INSULATION DECKING ANGLE U SCUPPER- D.S. v I I 1 OVERFLOW SCUPPER 2" ABOVE FIN. ROOF � D.S.—.-..-- SCUPPER i1 ROOF_ PLAN ORI VE -THRU CANOPY A ti ,. 1 w i rVr A i11 t 4" x 6" GUTTER 3" X 4" 20 GUAGE GALV. STEEL GUTTER PREFINiSH, TO MATCH ROOF, WITH 3/16" X 2" GALV. 5%. GUTTER BRACKETS AT 6'-O" O.G. PREFINI5NED TO MATCH COPING. t ARCHITECTURE PLANNING INTERIOR DESIGN n t- : 3— o o 3 .... Z s.- O3 fi % uj 0 = d 4 4 �IQ 4� w0 M J o U. W 00 d y ECKERD #3201 o ' FIRST STREET AT O s FRENCH AVENUE a SANFORD, FL tr 0- r } ° CAPSTONE GROUP, INC o, a Nz 801 N. ARMENIA AVENUE TAMPA, FL 33609 p ROOF PLAN AND DETAILS 0 �2546A31 o 22546 w i COK II LDI 0 z 0 ■ - ? 1110/03 6 CONC. TILE ROOF MTL-1 — FINISH-2 FINISH-5, FINISH-2 C.G.t.V. 14' -0" AFF FINISH-5 9 c� BRICK-1 -� S"x 1'-4" SCUPPEf LOCATE ROOF MITRE RE' AT DOtit FINISH-5 FINISH -I 0 roll PIPE FILLED t 4'-0" AE FINISH-2 Illy O3/a" LAMINATED SAFETY GLASS O1/4" TEMPERED GLASS SIGN BY ECKERD SIGN CONTRACTOR, COORDINATE SUPPORT 2 AND POUR W/ ECKE SIGN CONTRACTOR ,5 (TYPICAL FOR ALL 51GN5) MTL-1 1 EQ. QUAL EQUAL EQL FRONT EL, ww-Q v o T E VAT I ON rl' -411 CsLay. 5TL. E3RA CKETS STOW SEWER, SEE CIVIL DRAUING6 al 6'-0" O.C. PAINTED P-6 REAR ELEVATION o Ij91\1 it 19k I (P STAIR 25'-4" TOP OF .CMU INISH-1 ECKERD - DECAL B 0 -'--FINISH-5 5EE SHEET A-5.5 FOR DRIVE-THRI1 DETAILS MATERIAL. SCHEDULE BRICK -I RUNNING BOND BRICK COURSE BY BORAL BRICKS, INC. (110) 645-4500 - COLOR "BURGUNDY" 010-300 d MORTAR COLOR t0 BE "HOLNAM" #3605 BY MORTAMIX (a0a) 289-(q(o06 ( "EXCLUSIVE COLOR MATCH SYSTEM FOR BORAL BRICKS). FINI5H-1 STUCCO ON METAL LATH OVER SHEATHING AND METAL STUDS PAINT BENJAMIN MOORE MYSTIC BEIGE M 2162-60 SATIN TO MATCH FINISH-3 FINI5H-2 PEBBLE TEXTURE E.I.F.S. MANUFACTURED BY "DRYVIT" SEE DETAIL SHEET *1/ A3.1 AND &A5.3 NATIONAL ACCOUNT: MATCH BENJAMIN MOORE. MOONLIGHT WHITE "2143-60 FINISH-3 PEBBLE TEXTURE E.I.F.S. MANUFACTURED BY<. "DfRYVIT", COLOR MATCH BENJAMIN MOONLIGHT WHITE 1*2143-60, TO BE USED ON ALL SOFFIT AREAS FINISH-4 STUCCO WITH 32"X 32" PATTERN OF 1/4" "V" SCORING, PAINTED BENJAMIN MOORE 021ro20-60 MYSTIC BEIGE FINISH-5 STUCCO OVER SMOOTH FACED MASONRY UNITS, MATCH E.I.F.S. PEBBLE TEXTURE, PAINT BENJAMIN MOORE MYSTIC BEIGE " 2162-60 SATIN TO MATCH FINISH -I MTL-1 PRE -FINISHED METAL TO MATCH BERRIDGE BONE WHITE R-1 GONG. TILE ROOF BY MONIER STYLE: CAPRI COLOR: RA55ERRY SORBET NOTE 1: CONTRACTOR SHALL SUBMIT NOTE 3: ALL GLA55 NOT FACING DUE NORTH SAMPLES OF ALL MATERIALS SHALL BE TINTED WITH 55-150 TO ARCHITECT FOR APPROVAL FILM. PRIOR TO APPLICATIONS OF NOTE 4: ALL EXTERIOR PAINT SHALL BE FINISHES SATIN FINISH OIL BASE ENAMEL PAINT. NOTE 2: VERIFY ALL BLOCK SIZES PAINT, NO EXCEPTIONS. INCLUDES PER PLAN ALL DOORS, FRAMES, DOUNSPOUT5 GUTTERS ACCESS HATCHES OR OTHER METAL. OF ROOF )ND NOTE: pIMENSION ARE TO FACE OF STUD, TYP. MAIN ELEMENT E)IMEN51ONS I/all=11_011 DOOR AND WINDOW ASSEMBLIES NOTES: DOOR AND WINDOWS TO BE DETERMINED BY CONTRACTOR AND TO BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION. INFORMATION ON DOOR AND WINDOW ASSEMBLIES SHALL MEET 2001 FLORIDA BUILDING CODE, INDEPENDENT TESTING OF DOOR AND WINDOW A65EM5LIE5 EXTERIOR WINDOW AND GLASS DOORS TO BE APPROVED BY AN INDEPENDENT TESTING LABORATORY AND TO BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS, AND APPROVED PRODUCT EVALUATION. ARCHITECTURE J ` PLANNING INTERIOR DESIGN Q` z` W4 r Z= ° J' 3 Z W�i, J< i ° Q ` 3 Lyman Davidson Dooley, Inc.'Y F 5201 West Kennedy Blvd. Suite 501 J Tampa, FL 33609 W z _° 3 ph- 813.288.9299 0 = fx: 813.288.8046 a AA0003000 w-x4 IB4000989 S �E { @g3 [0 WTA_ MPA J ... r."+..a- ¢¢ j i „?E a .t 3 T RAW • „4 r • ROE V E2EE V R:E U e • O� M J s RL W cc cc OO 11- IL NZ Q N N ECKERD #3201 Q> �t w FIRST STREET AT 0; FRENCH AVENUE SANFORD, FL 0'V z }{ CAPSTONE w_ GROUP, INC J; ON 3ti 2 } 0Z` 801 N. ARMENIA AVENUE : TAMPA, FL 33609 o ZEXTERIOR ELEVATIONS 0 2599A41 a' 22546 a Cj COK LDI o z: . 1/10/03 Xx go -& I r FINISI 4211 GUA a/A� MAT 11 STAIR RIGHT ELEVATION EFT. ELEVATIUN RE615TANT GLA55, PAPF= C;OUNTT APPROVAL OW-0121.12. Af r- FIN15H-5 BRICK-1 42 " HIGH GUARDRAIL, SEE &A432, FAINT TO MATCH BRICK-1 LAMINATED DOCK BUMPERS 5Y DURABLE CORP. OR EQUAL a" SECTION OF REMOVABLE GUARDRAIL STUCCO, PAINT TO MATCH BRICK-1 ,. TO TL-I 4 2-wn, z 0 co z 0 z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 West Kennedy Blvd. Suite 501 Tampa, FL 33609 ph: 813.288.9299 fx: 813.288.8046 AA0003000 IB4000989 ins rLAN'-r1A NASHVILLE TAMPA 'e, 1 0 LINS 0 0 8�" IiWA3/12/03 2 LL 0, 4 02 z son R. 4c C-4 0 co -j U. cc ac 00 (A 11— U. Z 4c 0'i;l��,�.-I�,,�'Im-",-�,�,��,�--,4 (I] < 0). . . . . . . . a� ECKERD #3201 R, 0 FIRST STREET AT FRENCH AVENUE SANFORD, FL CAPSTONE 0i2t, GROUP, INC 0_� 801 N. ARMENIA AVENUE 0" TAMPA, FL 33609 z . . . . . . . . . . . EXTERIOR ELEVATIONS 2599A42 2546 0 COK �LDI 02 1/10/03 03 :_ ARCHITECTURE w PLANNING INTERIOR DESIGN PRE -FINISHED CAP FLASHING PER METAL ROOF MANUFACTURER, COLOR TO MATCH MTL - iOIL 34'-6" AFF. I RIDGE f I I I N. I I I I I I Q5lo SIM I I I I I � I I I i I I FINISH-5 ' I i I i I I � I I I I KEYSTONE, SEE 3/A5.1 I I DRIP, SEE 5/14-0.1 26'-O" AFF TnP nF CMU 10 TOWER I I I I I , � t / I � / I I / FINISH-4 / DENOTES LINE OF ECKERD SIGN BY ECKERD SIGN MANUF. FINISH-1 - <fJ /--------------------- -------- o I I I I I I I I DRIP, SEE I I I I I I I I I 3"X1O' SOFFIT VENT I I I I I FINISH- I I r I i DOWN LIGHT, SEE SHEET A-2.1 AND ELECTRICAL SHEETS �--� 0 ROOF TILE ON TWO LAYERS 300 FELT ON 3/4" EXT. PLYWOOD SHEATHING ON PRE-ENGINEERED WOOD TRUSSES FIN15H-1 SHAPE 2 END TRUSSES TO MATCH 3/A4.1 PARAPET BEYOND ---ROOF FLASHING CONT. TO UNDERSIDE OF COUNTER FLASHING ROOF MEMBRANE ON R=14 RIGID INSULATION OVER METAL DECK SEAL ALL OPENINGS �+ BOTTOM OF DECK ,SEE STRUCTURAL DRAWINGS -3/4" PLYWOOD CATWALK 2) 4" 20 GA HEADER STUDS SPANNING GRILLE OPENING -SUSPENDED ACOUSTICAL CEILING% SYSTEM -OVER HEAD SECURITY DOOR KAINEER 0450 ALUMINUM STOREFRONT SYSTEM W/ 3/8" LAMINATED SAFETY GLASS STRUCTURAL LINTEL W/ 1/2" GYP. BD. ON 1X NAILER " LAMINATED SAFETY GLASS FINISH-5 OVER MA50NRY OPEN WALK WALK I I I I I STUCCO GAP —' EXPANSION JOINT Hill 11111111 MATERIAL ,3 � oo THRESHOLD SET IN FULL BED OF SEALANT CMU-3 O 0� ' - I0, ONCRETE SLAB ON GRADE FOR BARRIER �� SLOPE 1/4 /FT. 4ED FLOOR ♦ y V .G v .d e v l� - e . v SEE STRUCTURAL DRAWINGS I----------- --J FOR FOUNDATION 1 5ECTION THr%;*�u r_=fq11;X0/NT TOWER - STUCCO W,Z PREFORMS FINISH-6 I I i I I I I I I Q5.6 SIM i I I � FINISH-2 FINISH-1 FINISH ka" EXT. GRID. GYP. SHEATHING ON 8" 20 GA METAL STUDS • 16" O.C. i I I I � I I KEYSTONE, SEE 3/A5.1 I I DRIP, SEE 5/A-6.1 EIFS DETAIL MINE R-30 DETAIL N.T.S. / I I I f ll. I II I I � II II. II DENOTES LINE OF ECKERD SIGN BY ECKERD SIGN MANUF. FINISH-4 FINISH-1 _ OIL v 12'-1" AFF BOTTOM OF SEAM SEE a� --------------------------------- -------------------------------- ------------- STRUCTURALPr --- I 1 I I I C.J. I I I I I I DRIP, SEE 5/A-C6.1 I I I I I I I I I I 3"XI0" SOFFIT VENT I I I I I I I I - ssw s Il l Lyman 1 Davidson Inc. Suite 501 •ampa, .. •813.288.8046 AA0003000 •1134000989 AS 1.i �7 • • e®a ' • r — r • • v3 �� v� R -/I/Itt1111ttIt1111111111OO11011tOUt11111t111t/IIIIt11t11tItItOltIt/101111t111110111 _''�,�,L t �'., � '�3'� � �+-. .g.. . a M-, I I I I COLUMN BEYOND FINI5H-5, SEE OPEN 1-A15 2 ! WALK 1 I I I I I t , , r1 I I I I I I I I I 1 I I Z STUCCO CAP 1 4 �000 CMU-3 PLANTER, SEE PLAN 0'-0" �0�0 SLOPE 1!4" T. FINISHED FLOG w v I e - .177. L----------- J > '. e• v •..Q '.a SECTION THRU SIDE TOWER DO NOT SCALE FROM DRAWING hq 1/2 11 _fin SEE STRUCTURAL DRAWINGS TOWER ACCESS WAY SHOWN OPPOSIT SIDE SEE STRUCTURAL DRAWINGS FOR EXACT LOCATION 3/4" PLYWOOD CATWALK SUSPENDED ACOUSTICAL CEILING SYSTEM 4" GA METAL STUDS • 16" O.G. 5 ------- 2X8 P.T. BLOCKING CONT. FOR FIXTURES, SEE INT. ELEVATIONS �— HORIZONTAL JOINT REINFORCEMENT Igo' O.C. VERTICALLY — GROUT ALL CELLS BELOW GRADE SOLID VAPOR BARRIER SEE STRUCTURAL DRAWINGS FOR FOUNDATION 0 x ! w aS z Zt Mk to z 0 Q 3/12/�3 2 £o Q° o W__ Z �50,Z o r 0 N0 Ar IN 11=CC 00 OY x co Z T Y at .. w , ECKERD #3201 Q o t f F FIRST STREET AT OS FRENCH AVENUE v= , SANFORD, FL U Z z� } CAPSTONE J x GROUP, INC o' o _ Z y W1 N. ARMENIA AVENUE o TAMPA, FL 33609 Q S3 h Sk n WALL SECTIONS AND DETAILS J -^ LL , 2599A51 22546 n COK v� LDI 00 � Y ? ' Q� 1 /10/03 O MTL -1 34'-6" AFF. RIDGE TOP OF STUD ROOF TILE ON TWO LAYS 300 FELT ON 3/4" EXT, PLYWOOD SHEATHING ON PRE-ENGINEERED WOOD TRU56ES PRE -FINISHED CAP FLASHING PER METAL ROOF MANUFACTURER, COLOR TO MATCH MTL- i 8" MTL STUDS 0 16" O.C. TO I CREATE PEEK AND ARCH 1 BELOW 1 I I I I I I I I I 51M I I 26'-0" AFF TOP OF CMU TOWER FINISH-5 S ,45:3 FINISH-5 DOWN LIGHT, SEE SHEET A-2.1 AND ELECTRICAL SHEETS FINISH - BRICK CAP BRICK -I -lla. CONT. THOUGH WALL FLASHING WEEP HOLES a 36" O.C. FELT EXP. JT. MTL _ 0"-011 IIIIIIIIIIIIi . r 2'-0" r i 3/4" PLYWOOD CATWALK OPEN WALK A 19l a.— Y BOTTOM OF BEAM FINI51-1-3 ON 5/8" EXT. —` GYP. BD. ON ON 4" MTL. STUDS SEALANT AND BACKPQ Qnn EACH SIDE 2 x 6 P.T. BLOCKING UNDER FRAME J 1'-0" AFF TOP OF CMU 12" WIDE ALUM PANEI BENT UNDER SILL FLASHING, PROVIDE CRIMPED END COUNTER FLASHING BY METAL ROOF MANUF. -- PARAPET BEYOND ROOF FLASHING CONT. TO UNDERSIDE OF COUNTER FLASHING ROOF MEMBRANE ON R=14 RIGID INSULATION OVER METAL DECK V/ SEAL ALL OPENINGS BOTTOM OF DECK TOWER ACCESS WAY COOOD. LOCATION W/ STRUCTURAL —SEALANT AND BACKER ROD —4" GA METAL STUDS O 16" O.G. —FINISH-3, ON 1/2" GPY. BD. FASTENED TO STUDS W/ 5-12 SCREWS a 6" O.C. AT PERIMETER AND 12" O.G. FIELD MOISTURE RETARDER ON FACE OF BLOCK BEHIND BRICK, TYP. `p EXPANSION JOINT MTL, TYP SLOPE 1/4"/FT. o v a a e 4 O c v 10 NOTE: USE SMOOTH CMU FROM FINISHED FLOOR DOWN TO FOOTING SECTION 6 TOWER / COLUMN_ 1/211= P -0" SUSPENDED ACOUSTICAL CEILING SYSTEM 2 x 8 P.T. BLOCKING ABOVE FRAME KAWNEER 0450 ALUMINUM STOREFRONT .SYSTEM OR EQUAL W/ 3/6" LAM. SAFETY GLASS "J" MOLD, TYP. CORNER BEAD, TYP. 2X8 P.T. BLOCKING CONTINUOUS (SEE INTERIOR ELEVATIONS) STOREFRONT DETAIL 1'-2-" 2 I rJ 25'-4" AFF. / TOP OF STUD FINISH-2 I CONT, W P. SEALANT I I FINISH-5 I . AFF. TOP OF TRUSS I ROOF TILE ON TWO LAYERS 300 FELT ON 3/4" EXT. \ PLYWOOD SHEATHING ON r0" SIM -� 18 GA METAL STUDS 16" O.C. A5.4 d� 15'-7 A.F.F. TOP OF STEEL I I I i II I I I I I I I I r � I I d 1---- ------------ -------------- ---I---_1-- i ( i DRIP, SEE 5/A-6.1 I I i i I I I t I I i i I I t i SOFFIT VENT I I ( ( I I t FINISH-3, ON 1/2" GPY. BD. FASTENED TO STUDS W/ 5-12 i SCREWS ,$ 6" O.C. AT PERIMETER AND 12" O.G. FIELD t 4 i I I I i 1 I I I 1 I I 1 I I I 1 i I FINf51-I-5 i i t i I I i I I I i I I 1 I � STUCCO CAP -- BRICK-1 N SEALANT (TYP) I I � I ' `r Z OPEN I I �I■■I■I■I■I■I■I■I■I■I► VI■I■ILI■I■I■I■I■I■I■I� OVA! ME Wi„ a "jig. .��■—��■'��■11■■■■1�!■!!i=!!Il;=1�)f1�I11�C�1�1=� ;, a■��IMIINS IIII=IIII=IIII—IIII=IIII=IIII=IIII=IIII=IIII=IIII=11i» =MEN III=IIII -—IIII�IIII =IIII=IIIIMMilli =IIII: IIII=1" " :IIII=11 NOTE.•• FROM FINISHED FLOOR DOWN TO FOOTING CANOPY 5E GT ON 2 3 4 0 Im ROOF SYSTEM ON R=14 RIGID INSULATION OVER METAL DECK SEAL ALL OPENINGS o BOTTOM OF DECK SEE STRUCTURAL DRAWINGS 0 12'-4" AFF. SUSPENDED ACOUSTICAL CEILING SYSTEM 3/4" PLYWOOD CATWALK KAWNEER 1*450 ALUMINUM STOREFRONT SYSTEM OR EQUAL W/ CONT ALUM SILL FLASHING U-VALUE 1.04 MIN. --------`MANUFACTURER SHALL ATTACH STOREFRONT SYSTEM TO WOOD BLOCK TO MEET WIND PRESSURES OF POSITIVE AND NEGATIVE OF 42 PSF P.T. WOOD NAILER W/ 1/2" ANCHOR BOLTS -w 24" O.G. W/ 5" EMBED, TYP. HORIZONTAL JOINT REINFORCEMENT 6 16" O.C. VERTICAL J-BEAD AND SEALANT, TYP. GROUT SOLID ALL CELLS BELOW GRADE EALANT CONTINUOUS AT FLOOR/WALL CONNECTION EXPANSION JOINT MTL, TYP VAPOR BARRIER SEE STRUCTURAL DRAWINGS FOR FOUNDATION 1 ARCHITECTURE PLANNING INTERIOR DESIGN EAR q pi I Ail 0 z� w m 2 Q F z o 3/12/03 F + 2 - a z a 0 ;:z� 3z ECKERD #3201 Q w O FIRST STREET AT a FRENCH AVENUE SANFORD, FL c z } 4CAPSTONE GROUP, INC o o , Z 801 N. ARMENIA AVENUE TAMPA FL 33609 0 Q WALL SECTIONS ARID DETAILS 5. 2599A52 22546 L NO COK I U4 LDI 3. z 02 o S ,: 1/10/03 I It 1 go 10 At_/1111 w1/-%M1K1A1 rr_� PILASTER DET 1/211 MTL-1 25'-4" AFF. TOP OF CMU FINISH-5 VARIE5 JOIST BEARING AFF FINISH-5 STUCCO FINI5H-5 4"Xlro "Xa" SPLIT SINGLE SCORE C TO 2'-a" AFF, SEE PLAN AND ELEVATIONS FOF LOCATIONS S"XIVIXa" SPLIT CMU-1 TO T-O" AI oil Xlro"Xa" STANC-1" CMU ABOVE 2'-S" AIL 6 PILASTER _53 iz�:i-m MEMBRANE -- 116 ( ADHERED TO BLOCK, CONTINUE I I OVER PARAPET I ( JOINTS BENEATH MEMBRANE ARE, TO BE STRUCK SMOOTH A5.6 ROOF SYSTEM ON R=14 RIGID INSULATION OVER METAL DECK SEE STRUCTURAL DRAWINGS SUSPENDED ACOUSTICAL CEILING SYSTEM DETAIL. MTL-1 25'-4" AFF. TOP OF CMU FINJ&H-=s JOIST BEARING AFF 20 GAUGE STAINLESS MI1��"�� I "" ADHERED TO COLUMN, .ONE PIECE -FROM FLOOR TO CEILING OBTAIN FROM ARROW SHEETMETAL KEITH HAYS OR BARRY PHILLIPUS 'a a13-241-2175 COLUMN DETAIL BAHAMA SHUTTER, LAG BOLTED TO CMU PER MANUFACTURER'S REQUIREMENT TO MEET LOCAL WIND LOADS. CONTRACTOR TO PROVIDE AND INSTALL 2 4" PVC CONDUITS FOR FRIDGERANT LINES } I MEMBRANE P, I ADHERED TO BLOCK, CONTINUE I I OVER PARAPET I ( JOINTS BENEATH MEMBRANE: ARE .TO. C BE STRUCK SMOOTH A5lo ROOF SYSTEM ON R=14 RIGID INSULATION OVER METAL. DECK CURB FOR REFRIG LINES SEE &/A5.(o 11 `SEE STRUCTURAL DRAWINGS �`----FRIDGERANT LINES WHERE INDICATED ON PLANS SUSPENDED ACOUSTICAL CEILING. SYSTEM 6) G.C. TO COORD. TERMINATION SEE INTERIOR ELEVATIONS m SEE INTERIOR ELEVATIONS POINT OF CONDUIT WITH ' FOR BLOCKING REQUIREMENTS FOR BLOCKING REQUIREMENTS �— CASES: AF'PROX. V -11" AFF FRIDGERATED CASE WHERE LOCATED ON F-1.1 >7 GROUT ALL CELLS SOLID I GROUT ALL CELLS SOLID . PILASTER BEYOND, -- BELOW GRADE WHERE SHOWN ON D" - --' ( BELOW GRADE SHOWN \\ PLAN AND PLAN AND ELEVATIONS ELEVATIONS . \ SEALANT, CONTINUOUS AT FLOOR/WALL CONNECTION SLOPE SIDEWALK SEALANT, CONTINUOUS AT FLOOR/WALL SLOPE SIDEWALK - 1/4" / FT. AWAY FROM WALL CONNECTION 1/4" / FT. AWAY FROM WALL r �,, 0 EXPANSION JT MTL., TYPICAL U EXPANSION JT MTL., TYPICAL U 00.00' FFE VAPOR BARRIER 00-00' FFE VAPOR BARRIER � � . ` '• _ _ III III—III—�� _ — _ _-_ _- _ i -I 11=1 I I I I I=1 11=1 11=1 I I_I 11-i 11=1 I l� I I I, ; ,i p I-III-III-III-1 11=1 I I -I I I -I 11=1 I I -I 11 I 1 I I; a -_- -_ _ _ -_ _ -_ _- _- _- _ -1 I I -III -III -I I f-III-III-III-IIi-III- I - - -_ - __ _ -_ -_ - _ I I-IIi-{II-1 I I -III -I i I -III lIl I I 1I- _i11 ��- ----- =1 I _III-III=11 I -III i t-i I I -I I I -I I I-1 11-III-III-III I' 1 I -1 I I, ,i I II I IIII 11 I II I II 1 I.I I II I I -III -I I I_I I I-i I I III I I -I I I_I I I-III-i I I-1 I I -I II I I _III 111 I I I III I I I III 111.1 I III 1=___ _ I -III -I I I-1 11=1 11=1 I I -I �' Q III=III I I I_I I I I I 1-1 I I III -I I I-1 11Ed 11=1 I I I -I 11-III-III-III-III-III-i I-111-III-III=III . ' I 1=III=III-III=III=III=1'' ' -III-III=III-III=III • � 11=III-III=i l I III-III=i'' -i11-1 11=1 1-11 I-111-� -i I I-III=1 __. i-III-III i 1-I i I -III - 1 I I -I I (-_I' 11-1 I I -III III -I i I -_I 1=1 I I. 1 I I -1 I-IIl-1 . e e I -I �111-I i � e v� _ _ 1=1 1511 1=1 I I -I 11=1 11=1 I i-I �'- I K` 2 51DE WALL 5ECTION WALL 5ECTION �lz 5 OFFICE -53 1/2 11-0'' 1/2"=1'-,a" ,. FINISH-5 FRY REGLET TYPE "STC"-------- FLASHING COUNTER FLASHING BY ROOF MANUF. METAL ROOF PANELS ON t LAYERS' 30" FELT ON 3/4 EXT. PLYWOOD SHEATHING ON ro" IS GA METAL STUDS Iro" O.C. EFS DETAIL, A-5.3 -- — — 5.6 � REAR. WALL 5ECTION 1/211_11_011 )N AWINGS R ARCHITECTURE W PLANNING INTERIOR DESIGN 0 z ;Lyman :Davidson V dy L Dooley, Inc. U, f` w 5201 West Kennedy Blvd. Suite 501 a Tampa, FL 33609 z ph:813.288.9299 s fx- 813.288.8046 a AA F.0003000 f . W IB4000989 z !r , W NLT of NAc-HVILLIE-7 m TAMPA J 3_�tk _ T . C 6L ! � two z Q S. E✓2 0 o w z/ f • -„ 2 k a 33 z o J�� F I z z Occ M J • U. w cc !® W Z cc U" ECKERD #3201 Q 0 L Y ' FIRST STREET AT 0. FRENCH AVENUE d SANFORD, FL �. U rf `r CAPSTONE GROUP, iNC 0 'N Cl z = 801 N. ARMENIA AVENUE TAMPA, FL 33609 r ox t WALL SECTIONS AND DETAILS J ` N 3 ` 2599A53 �° < 22546 w P1' COK �a LDI z 3 • ? 1 /10103 -2 1 1 -2 1 i 1 I 01 Ell NOTE: PROVIDE FALSE COL. AT BOTH SIDES OF ENTRY DOOR ACCESS DOOR ONLY AT SECURITY GRILLE CHAIN SIDE, CONT. 5EAD OF SEALANT STUCCO SCORED W/ 8"XS" PATTERN TO MATC4 ADJACENT SCORED BLOCK ON MTL. LATH ON 300 FELT ON 5/8" EXT. PLYWOOD ON 3 5/8" GALV. METAL STUDS CIS GAGE). PAINT TO MATCH ADJACENT. SECURE PLYWOOD TO METAL STUDS W/ NO. 10 GALV. SELF -DRILLING SM SCREWS AT 4" O.C. CORNER STUDS, �011 O.C. EDGE&FIELD 811XS"XUo ". CMU ,W/ STUCCO PROVIDE 2 HOOKS FOR SEC. GRILLE CHAIN, WINDLOCK HOOK STRAP - -10"X18" FLUSH MOUNTED VINYL WEAR STRIP '- ACCESS PANEL W/ CYLINDER LOCKS, 16 GUAGE FRAME, 18 GUAGE DOOR, CONCEALED 1-11NGES, GENERAL" CONTRACTOR TO VERIFY PRIME COATED AND PAINTED OYSTER SHELL EXACT OPENING FOR TRACK. TO MATCH COLOR OF ADJACENT. APPROVED MANUFACTURERS ARE: LARSEN'S MANUFACTURING 5/16'I DIA. x 1 1/211 UNIVERSAL SLEEVE ANCHOR OR 014 CO. 854-466-3325 x 1 1/4" 'CONFAB` ANCHOR SCREWS AS SPECIFIED 5Y MILCOR LP 1-0"-528-140 JL INDUSTRIES INC. THE MANUFACTURER 612-835-6850 AGHOOR PRODUCTS INC. 913-651-1800 -MOTORIZED ROLL DOWN GRILLE 5Y BEST ROLLING DOORS Q 9625 N.W. 80 AVE., HIALEAH, FLORIDA WRAP EXPOSED CMU 33016, PHONE 0 305-821-97120, AND FAX • W/ 5REAK METAL TO 305-621-3343. ALTERNATE APPROVED SUPPLIER IS MATCH STOREFRONT UNITED DOOR SERVICE -9 1108 MAZARION PLACE, M.. NEW PORT RICHEY, FLORIDA 34655, PHONE 813-316-4802, AND FAX M 813-316-5215, CONTACT PERSON IS PHIL Le5LANC. GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND/OR ECKERD CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL. ENTRY DOOR"" JAMB 1 1/211=11-011 \ ENTRY DOOR JAMB METAL ROOF PANELS ON TWO —-___ LAYERS 300 FELT ON 3/4" EXT_ PLYWOOD SHEATHING ON roll 15 GA METAL STUDS 0 lro'' O.C. METAL. FLASF-I INCs 4"Wxro"H GUTTER-------- WHERE SHOWN ON ELEVATIONS L_ —_1 P.T. NAILER— i ! FINISH-1 OVER 5/8" EXT. GYP. SHEATHING 4" METAL 5TU05 a lro" O.C. DRIP, 5EE 5/A(ol DETAIL CONCRET MA50NR) 150TTOM t FINISH-3 SHEATI-111` STUDS 6 FINISH-5 ---------- ro" 18 GA O.G. � DETAIL, ARCHITECTURE J PLANNING INTERIOR DESIGN o w w^ y; V U) Lu z z z y: i w2 Q' Lyman. � ,: : nsg�7t La Y 1 UQn Dooley, Inc. o f_ ,. i 5201 West Kennedy Blvd. w 5 Suite 501 I pa. Tam FL 33609 ci 01 ph:813.288.9299 a , fx: 813.288.8046 D AA0003000 =s IB4000989 zs ATLIANT NASw; 1I +w # TAM PA - 12'-111 m; ; BOTTOM OF J- s . c'L L1: CONCRETE BEAM azi r t L o Z R z :: 0Lou y-- W. w 0, 0a o a 33 MW 5 { w J 0 2 i� 0 F- 0 z m O cc CO440 J s IL W G ac c 00 11- IL to Z t co ECKERD #3201 FIRST STREET AT 0 FRENCH AVENUE 5 SANFORD, FL 0_ , - Z > `CAPSTONE T GROUP, INC 0 ZI #< n 801 N, ARMENIA AVENUE TAMPA, FL 33609 > r Qz k 1 WALL SECTIONS AND DETAILS J t' 0, 2599A54 a ©> 22546 4 n? COK i` W LDI z ■ 4 0 _ F a EM - i t rtic..t` rnvlarr-� viv �� . GIRD. GYP. SOFFIT BD. ON 4" 20 GA, METAL STUDS 16" O.C. ri`* - SECTION Gv DRIVE-THRU. roll PIPE — MIN. 20' INCLINE AS RE 6" PIPE BOLLAR 1/2"= 1'-011 6" 20 GA. METAL STUD BRACING TO BOTTOM OF EACH BAR J015T AND AT BEAM DRIVE THRU PLAN LIMIT OF CONCRETE PAD DECL INE AS REQ. 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FINISH-5 FINISH-1 MTL J-TRIM W/ SEALANT 4 BACKER ROD 0 m DRIVE-THRU SERVICE WINDOW W/ BULLET RE51STANT GLASS AND DRAWER COORDINATE W/ LOCATION OF PNEUMATIC TUBEif DIEBOLD 11 SYSTEM 0 CONT. THOUGH WALL FLASHING CONCRETE CURB "� WEEP HOLES 36" O.C. 12"Wx6"H DC� CONC. CURB SLOPE 1/4"/FT``� --Jl I� OL FINISHED FLOOR 0�0 AWAY FROM WALL v e ELECTRIC SUPPLY FOR O v e ,. ]IT —TT TTF-7FT 3 DRIVE —5,5 1/2"=l'—/Jilt -THRU SECTION PNEUMATIC TUBE SYSTEM TO BE RUN UNDERGROUND ARCHITECTURE PLANNING INTERIOR DESIGN 0 w z 0 w' F F� Lyman Davidson a f Dooley, Inc. 0 V n i 5201 West Kennedy Blvd. III $ Suite 501 D. Tampa, FL 33609 w z R ph:813.288.9299 01 fx: 813.288.8046 � AA0003000 TOP OF BLOCK IB4000989 25'-4" A.F.F.z • . ATLANTA NASHVILLE CAP SHEET ADHERED TO mA; - TAMPA BLOCK, CONT. OVER TOP -j° F-(. COLLINS OF CMU => JOINTS UNDER MEMBRANE . ARE TO BE STUCK SMOOTH' ROOF MEMBRANE ON R=14 RIGID INSULATION OVER METAL DECK w34 0a. a. a 0 z Q> 0 . �. 1' 0 1/4" w - rr w� 0E- Ila �1 F- a..= z1„ <�5 a °a CLOSE OPENING AFTER INSULATION a c� FILL CAVITY W/ BATT - INSULATION CONTRACTOR TO 0 COORDINATE PENETRATION w° _ J I W/ FILLED CELLS 0;.; g- z� 5 o CA r rE 0 C n 8, N M J w � ` • L' is 0" ix 1C r Ory H0�t z�+.F. f o:: COUNTER AND SUP RRTS 5Y HORIZONTAL JOINT REINFORCEMENT ECKERD #3201 w F}: 0 j t 0 '3 FIRST STREET AT IL . FRENCH AVENUE Irk SANFORD, FL 0a 0-1 F zl- 2V CAPSTONE J ' GROUP, INC 0 801 N. ARMENIA AVENUE N" TAMPA, FL 33609 Q z Q DRIVE THRU i DETAILS LL A 0 r 2599A55 a 22546 ON �a COK w. LDI z {'t f J 4 �5 � t m5 1/10/03 01 a� 1" WIDE I6 GA. GALV. STL. WALL BRACKET 0 6'-O" O.G. 1" WIDE I(o GA. GALV. STL.. it STRAP -0 ro'-O" O.G. 20 GSA. GALV. RIVOT TO WALL BRACKET ALUM DOWNSPOUT SIZE AS INDICATED P-1 3 DOLUN5POUT HANGER sk ro "Wxro "D 20 GA. GALV. ALUM DOWNSPOUT P-1 c0 S" 3/a" THICK SENT PLATE SECURE TO WALL W/ (4) 1/2" A.B., TYP. EACH SIDE. GALV. E PAINT P-i --- DOWNSPOUT GUARD PREFINISI-IED �\ METAL CAP FLASHING 3/4" P.T. PLYWOOD- iX4 P.T. NAILER' -"-= t ON �t CONT. MTL. CLEAT — SEALANT TYP.--- ---- - `r. E.i.F.S. FINISH-2 m STUCCO OVER CMU FELT SLOPE 1/4" / FT. MIN If _ ^t I TOP OF C.M.U. 25'-4" AFF ik- -CONT. MTL. CLEAT' SEALANT TYP: ANCHOR BOLT EXTENSION 2" DIA LAG EYE BOLT W/' EXPANSION SLEEVE SEAL PENETRATIONS NO PENETRATIONS BELOW 16" ABOVE FINI15HED ROOF (LOC. SEE i/A-3) FILL CELL AT BOLT LOCATIONS �s1 PARAPET SECTION 11/2u=1'-0 If 1 2 g FIN =a TRIM DETAIL, N.7.5. LINE OF VERT. TRIM - (SEE DETAIL 3 \ ABOVE) SILL TRIM TO EXTEND PAST 2 a VERTICAL TRIM BY P cn FINISH-2-- SLOPE FOR DRAINAGE �z1 SILL TRIM DETAIL N.T.6, NOTE: C.C. TO FOAM SEAL ROOF PENETRATION GONDENSERLIN ARCHITECTURE PLANNING INTERIOR DESIGN m m w z D 0 t 0 z a Lyman a Davidson Dooley, Inc. t 5201 West Kennedy Blvd. Suite 501 c7 __ k . Tampa, FL 33609 z . ph:813.288.9299 a " fit: 813.288.8046 AA0003000 IB4000989 z ((yyIIANTA NASHVI 4' m TAMPA FT, (COLLINS ACH W/ SELF TAPPIWG :EWS ;A. GALVANIZED STEEL :AK METAL -.HANICALLY FASTEN T 'AL DECK RIGERANT LINES E CURB DETAIL ACH W/ SELF TAPPIWG :EWS ;A. GALVANIZED STEEL :AK METAL -.HANICALLY FASTEN T 'AL DECK RIGERANT LINES E CURB DETAIL w_ .1 0 0 0 m t 0 0,:...:a:.! o � h 2 a j z 0 z f Cl o N 0 a th j W • LL. mir in w w m 0 ® O IF 4 H co Z 3 m U I 1 J ECKERD #3201 Q,P o FIRST STREET AT 0 ` FRENCH AVENUE ,,. SANFORD, FL 0 ti U ` } CAPSTONE W GROUP, INC Z 801 N. ARMENIA AVENUE dOt TAMPA. FL 33609 a z 5 WALL SECTIONS AND DETAILS 0 , 2599A56 a � off. 22546 •• a �< COK _ w , ©° LDI z, m6 I . �d - tn. . . . . . . . . . . . . . " ? fi. 1/10/03 €t a:. 4 :r. 01 10 48" HIGH WALL _ ._ _ _ ._ _ _ r _ 2 • a r-m° _ 10 2 , 5 CUSTOMER -9 00— a AREA I 1 STUD TH15 � i — 5A 66 MEWS 9 56 LL E g } NO S OKIN, 1 C RIAN THRESHOLD i ( 3 3'_I•• LSIGN A-12.1 A &O A-9. 2 ! 3 6„ 3-6 1_ SALES AREA t -4 l s $ I E.WC. I ! P g 3 1\ i 1 5 1 -1 I O 1 { 8" STUDS THIS / — A-9 I- i I VINYL REDUCER i s WALL 2'-g'E 5'_4" 01 01 NO SMOKING E MEN 'S 10 SIGN SEE A-12.1 5A 5A 9 � 55 f € $ I CORIAN THRESHOLD I 4" CHASE WALL .f t 4� 5REAK � o � , E 5 ROOM -9 3 l €, S "`* ---VINYL REDUCER- 9 t WALL!MOUNTED SAN. SINK iiS E , S! �E I ! f !t ! a SLOPE 1/4" /FT 9 -- S DASHED LINE INDICATESI it 1J2' PLYWOOD TYPE 5C TO 8'-0" € € AFF, PAINTED P-4, PROVIDE 2 "x2" ALUM ANGLES AT ALL E ;;OUTSIDE COMERS y , -- ---- 1.1 !BALL SCREWS TO 5E FILLEP I ` // s ;SAND SANDED SMOOTH rt s i __ _....., ---------- —7F ---- p� I E ; ( SPRINKLER RISER :i It , f RECE (YII�ICx + 00-00 FFE I SLOPE I E i f IRRIG PION E ---- �a------------- TIME LOCK I E E -1/2" FFE I +l I I s PR ISER t Q)0.0 FFE E; ! 0 F E 9 2 GONG. SIDEWAL -1/2" FFE _ SEE CIVIL M.O. E N L ARC E D FLAN "2 1/4" = 1'-0" TOILET ROOM LEGEND Ol ELECTRIC NAND DRYER �2 TOILET TISSUE DISPENSER �3 GRAB BARS �4 18"x30" MIRROR GOAT HOOK(TOILET PARTITION) ` COAT NOOK (WALL) O FEMININE NAPKIN DISPOSAL O He MIRROW �8 LIQUID SOAP O BABY CHANGING STATION 5EE,,A-12.1 FIR FULL SCHEDULE 25'-4" A.F.F. TOP OF C.M.U. FINISH-2 COUNTER FLASHING FINI51-1-5 OVER CMU PARAPET ROOF TILE ON TWO LAYERS 300 FELT ON 3/4" EXT. PLYWOOD + + SHEATHING ON 6 " 18 GA + + METAL STUDS a 16" O.C. + + FINI6H-2 + 12 6 [� + + SEE STRUCT F _ STUD SIZES 4" CONT SOFFIT VENT + .FINISH-3—' 3 CONT. SOFFIT VENT DRIP, SEE DETAIL 5/A-6.1 SEALANT AND BACKER ROD -- 10'-0" N.T.S. FINISH-5 • — • — —•-gar •�s� - — • — - — • — • —I --I 1 — — WATER NEATER, I I SEE MECH DWGS E I I I 6 f t I i I ROOF SCUTTLE ABOVE ca I " I ( PHONE BOARD f E j E I E � i tL } 3 E r DASHED LINE INDICATES 1/2" E ; I TYPE PC PLYWOOD TO 8'-0" U ; , ABOVE FINISHED FLOOR, PAINTED E E- 9xR P-4, PROVIDE 2"x2" ALUM ANGLES ! -r AT ALL OUTSIDE CORNERS LU T i i E I' 3 # i E 3 ' I 2" HIGH GUARDRAIL PAINT SAFETY YELLOW I QL — — — — — — — — — — — — — — — — — -i 9 _ A-92 r� i ttl Q r i \ ENLA"'r%&;;ED A / I J 11A11 - 1'-nit I MEZZ. PLAN a a ,ro e e a a a s a � M l� o l 8 �s a � O CANOPY NE. C T 10 N 1/4" = 1'-011 9,11 it It r-nAM FILL MET.,s- Y EXPANSION JOINT M r-41 STIUCCO IDE A-6.1 N.7.6. METAL LATH STUCCO FINISHING SYSTEM OVER 5/w EXTERIOR GRADE GYP. BD. TAIL. STUCCO DETAIL COUNTER FLASHING SET IN FULL 5ED OF SET AND CUT INTO CMU :COURSING (OEM 1� STUCCO FINISHING SYSTEM OVER CWU. 1" TOTAL THICKNESS z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 West Kennedy Blvd. Suite 501 Tampa, FL 33609 ph: 813.288.9299 fx: 813.288.8046 AA0003000 IB4000989 A- AN rt ;4, TAM PA u COLLINS F 0. Z- Q Z8 ram. I ��- Q w m o°! o�1 3/12/03 Z r N� FK �. 2 r Q: o Z` 0" F� J J I , ' CO J s U. m 0{ O caz t N W � s 5 ECKERD #3201 Q Q z W 'FIRST STREET AT 0 FRENCH AVENUE It ' s SANFORD, FL Z ' } CAPSTONE `GROUP, INC 0 0 r 801 N. ARMENIA AVENUE " TAMPA, FL 33609 Q ; Q Z ; ENLARGED PLAN & DETAILS J U. Q J 9291 A61 m, a 22546 n, COK W, 1 I. -1 hl LDI 0 z ■ 1/10/03 3 M I I I I L_ J I 31'-8" PHASE (FIELD VERIFY) ' I I I I I I u I 21'-4", DIMENSION TO NEW GRILL LOCATION 3 11 ' I I t{1 y- I I I I _ I j i I I i i I I hh I I I gA I I I I I CRITICAL LOCATION % TO BE COORDINATED WITH FIXTURE ' SUPPLIER 2 ' SOFFIT AND ,4-(2 AWNING ABOVE FIXED GsLA6�5 F PANELS I �) i V , / FE \ USE S" 5TUb� 6' \\\THIS WALL dNL\Y _ '' — r7: \ 1v� I I _ I I I I � I I 10PARMACY PARTITION FLAN. PHARMACY MOTE 5 1 PROVIDE GRILLE DOOR W/ SINGLE ALUM. TRACK COUNTERTOP SOCKETS AND CYLINDER LOCKS INCLUDED. COMBINATION FULL 4 COUNTERTOP HEIGHT SLIDING SECURITY GRILLE OPEN 9" CHECKERBOARD ALUMINUM FRAME W/ ALUMINUM RAILS, AND FULL HINGE, 'CENTURION S' 5ERIE5 A$ MFG. BY 'DYNAFLAIR' "SECURITY GRILLE" SUPPLIED 4 INSTALLED BY THE GENERAL CONTRACTOR ECKERD PAYS FOR MATERIALS DIRECTLY TO THE MANUFACTURER. CONTACT: SABINA REEVES AT (613) 246-8100 NOTE.: FINAL SLIDING GRILLE DOOR OVERALL OPENING: TO BE FIELD MEASURED. ALL DIMS THIS SHEET ARE FROM FINISHED SURFACES WINDOW MOTES "FIXED GLA55 PANELS" SUPPLIED 4 1 INSTALLED BY GENERAL CONTRACTOR AS PART OF THE GRILLE PACKAGE. ECKERD PAYS FOR MATERIALS DIRECTLY TO THE MANUFACTURER: FINISH OF ALUMINUM FRAMES W/ FIXED GLA55 PANELS TO MATCH SECURITY GRILLE FRAME FINISH. GfR1 LL TRACK AND SOFFIT PLAN `PWARMCY UNDER COUNTER FIXTURE_. INC)EX CODE DESCRIPTION O BASKET UNIT 13- LASER PRINTER O LASER PRINTER I4 VIAL UNIT O TRASH 13 VIAL UNIT O VIAL UNIT 16 VIAL UNIT O VIAL UNIT 17 C 11 V LASER PRINTER 1$ CASH WRAP UNIT O BASKET UNIT O 4 DRAWER UNIT O 4 DRAUIr=R UNIT 10 PENCIL DRAWER (OPEN FOR FILE CABINET) ii BOTTLE UNIT 12 4 DRAWER NOTE: UNDER COUNTER UNITS ARE METAL SUPPLIED BY METAL VENDOR ARCHITECTURE PLANNING INTERIOR DESIGN L-------J DRIVE-THRU ° SERVICE WINDOW AND FIXTURE ' o I I I I } I I fl O ILI 6" 1 /36/84 1 /30/5 30"�71 f E ° I I !L FILL .MASTER 2' 111 F DISPENSER +44" A.F.F.Al I Q I NLyman _ EDGE OF AWNING fi5 DaV2021 @ ABOVE � Dooley, Inc. OU .' e 6rn 5201 West Kennedy Blvd. ,►� �� SECURITY Suite 501 GRILLEs- Tampa, FL 33609 ph: 813.288.9299 J I 8046 D' # M0003000 q �� ) W ._, IB4000989 CRT Q� z �` RT NIA ONLY 1:� r IV ^ o W TAMPA O m COLLINS :RASE ' �q pfzl () G 4 ,I AIL <' 'g0t 4 ,v .0N NOTE: 2 1/2,' VIA: IN COUNTERTOP Ttl iCA '1 AT (j \ 4" FROM UNIT END CEtT#=RLINE - Z AND AT 3" FROM UNIT FRONT TO Z CENTERLINE TO BE LOCATED OVER FIXTURE CHASE, ° \, m \\ w 1\ m ° 1 I I t # Zr �* —48" HIGH I a 1l, Z 4 l� # 0$' # ; PHARMACY 1/4" =1' —011 FIXTURE PLAN a J w U. W w m W 0 cc �. 0 0 f alL a f ECKERD #3201 Q ° w - tM � h FIRST STREET AT a FRENCH AVENUE rr SANFORD, FL 0 U 3� Z W CAPSTONE GROUP, INC °. NZ 801 N. ARMENIA AVENUE TAMPA, FL 33609 ° Z 4 � ENLARGED PHARMACY PLANS J, 0 ` 2599A71 a 2254A a COK ®° LDI t7 z t ° _ ©, 1/10/03 s 1 �I I I� 01 M J PAINT P-1 CONT, BEHIND AWNING 3 H. FLAT POPLAR TRI " MOULDING, PAINTED P-2 PAINT P-1 AWNING PROVIDED AND INSTALLED BY ECKERD`S c� AWNING CONTRACTOR- P-1— III X 21, TRIM VWC-1 CG-1 - VWC-1 PAINT P-I to " � SIGNAGE � _ BY �-► OPEN TO PI-IAi21"IACY r t r t OPEN TO �.. _ 1r a x r. F F s X ram; O\ � ECKERD. BUMPER / TYP. 3 / r w < 5 7 �v { :r: ,r r\.� < '� � "7 P-�„ .mac , � ... �,✓. yr§.. �, _ _ :zF £. _ o. >r_< � _ �r r V15-1 ROLL -DOWN SHUTTER PAINT P-I KICK- PLATE KICK PLATE 1 ELEVATION 5CALE: 1/411 1' —011 NOTES: ALL WOOD TRIM TO BE PREFINiSHED W/ ONE COAT PRIMER AND TWO COATS FINISH COLOR TOUCH UP AFTER INSTALLATION. ALL AREAS SHOWN TO RECEIVE FL-1 SHALL BE INSTALLED ON 1/2" TYPE BC PLYWOOD. PNEUMATIC TUBE SEE 2 t3/A-S FL-1 INSIDE SURFACE5 OF -_ IN -I D G PL WINDOW PEN BR • GLASS DR i VE-THRU SERV ICE E WINDOW UNIT TRANSA CTION DRAWER PL-1 QUADPLEX;OUTLET 4 AUDIO SIGNAL 1V-I BOX r4- ELEVATION i-- SCALE: 1/4" LOCATION OF "FILLMA5TER" WATERLINE TUBING RUN FROM UNDERSINK FILTRATION EQUIPMENT BEHIND GYP. BD. IN FURRING SPACE TO ABOVE CEILING, OVER THE CONDUIT PAINTED PAINTED WHITE W/ CHROME PING AT CEILING TILE, RUN WATER LINE TI-1RU CODUIT TO ' "FILLMASTER" DISPENSER MOUNTED 2X8 P.T. *+44"AFF. FURRING FOR FIXTURES TYP. -1 _ (2) WALL MOUNTED HALFBAY FIXTURES - a x, r �. r -v - c r I OF c OCAT ON � t � L u c. -.� SHELF �r. _�. UA ED CYLINDER L GRAD r. s r< >z,:} 4f t. h z t � w5 1 cu2. 1 giv^ 1 1 3 I > PL - -�AWN PANE L .� 44 END P 7 .� Moo �J t_ .4 �t 5 r P v - vfi' i 5 \ a S C c C 3 r� t c a F4 G - t^ f 4 x .5r•r < .✓ i N 1 r � E r Y, irn' 'Y'4 r < r:. t i t ,rt �i t� r s- 3 i 2k — — LOCATION OF. "FILLMASTERII REF. BY ECKERD WATER. FILTRATION EQUIPMENT UNDER SINK PAINT P-1 ■- // / CG-I SIGNAGE BY ECKERD. / BOSTON BUMPER \ TYP. PL-3 \ 71r � VB-1 KICK PLATE PL-I ELEVATION_ 5CALE: 1/4" = 1'-0" ELEVATION ELEVATION .�Z SCALE: I/4" I'_D" A-1z SCALE: 1/4111'-0" I i JT P-1 PERED 15S 1 ON WALL OPE PL-I \ 4 TO SALE 5 TEMPERED � PL -1 GLASS / T ;3 ,r AINT 1 P P i Y :a z� { YB-I � Y 1 ELEVATION. 1 ? 1 5C4LE: 1/411 = 1'-,a" FIXTURES BY 2X8 P.T. ECKERD'S FIXTURE FURRING FOR CONTRACTOR FIXTURES TYP. \ \� PAINT P-1 — — — — — — - 3 kl - ---.----I— - t s r r L I I il S Y : r PL f k 5- :x .r z � 0 Y- i S } J t. "3 � Y T �{ l s- ✓ s i d 4 ~ t P 2 S h k x S 2 Rr1 5 l / I � R 4 � a `S t r^ t r a � s t E Y T 2 ff ✓f 7++: ( r r-- .J ✓ R S - G F s/ S C h r � t t f i I a r ICAP 4GE ACCESS TO CHASE ELEVATION -�. &CALE. 1/4 = 1'-011 4 ARCHITECTURE w - J PLANNING Lu ' INTERIOR DESIGN z W z .' W -L J ` o .. z O o r_ 1T a J Q _ Q Q 1.yman s Davidson jj Dooley, Inc. 0 ..<,.. U ai Y 5201 West Kennedy Blvd. r� c :.) w `' Suite 501 Tampa, FL 33609 z ph:813.288.9299 fx:.813.288.&96 AAOW30W 184000989 w S Z r S sC TLAN J A -HVI m T_AMPA COLLINS 0 z a •t NO CO J w U. W .`f w Q cc c 08 NZ ''oww Y/ h ECKERD #3201 w: 0 FIRST STREET AT FRENCH AVENUE SANFORD, FL Oi f U� z' x x } t CAPSTONE 0 =GROUP, INC 0; , r � z 0 h 801 N. ARMENIA AVENUE N r TAMPA, FL 33609 a, Q: 4 3 z PHARMACY Q i ELEVATIONS 4 Js �TM 12599A72 22546 { d COK w _:. LDI _ V z 02 Q. 1/10/03 4" 18 GAUGE SUPPORT - STUD SPANING BOTTOM CHORD OF J016TS 1/2" THREADED ROD -- BOLTED THROUGH BOTTOM CHORD OF EACH JOIST THAT 15 CROSSED 4" 20 GA. METAL STUDS a 16" O.G. TO SUPPORt STUD ABOVE 01 4" 20 GA, METAL STUD BRACING a 48" O.G. TO STRUCTURE ABOVE 2x8 TREATED, WOOD BLOCKING FULL LENGTH OF GRILLE TRACK TYP. PLASTIC LAMINATE FACED, PI .-2 GRILLE TRACK MOUNTED PER MANUFACTURER SLIDING SECURITY GRILLE SECT SCALE: 1 1/2" = 1'-0" P-i 4" 18 GA. METAL STUD L- BRACING a 48" O.G. TO STRUCTURE ABOVE 4" 18 GA. METAL STUDS a 16" O.C. TO STRUCTURE ABOVE TYPICALPOPLAR ,t WOOD TR MACTUAL SIZE`--L, SCREW ATTACHED WITH I t��1 COUNTERSUNK SCREWS- TO t FRAMING, PAINT P-1 INSTALLLL AFTER qqpp AqGENT RX AtlA�IIWS IS ST�LLED 1 BOTTOM OF MOLDING r 0 ' ' WOOD LO KING FULL LENGTH OF SOFFIT VWC-i NOTE. ALL WOOD TRIM TO BE PREFINISHED W/ ONE COAT PRIMER AND TWO COATS FINISH COLOR: TOUCH UP AFTER INSTALLATION. /1 SECTION SCALE 1 1/2" SUSPENDED ACOUSTICAL TILE CEILING AT *8' -8" AFF - AT CUSTOMER WAITING AREA VWC-1 - 4" 2OGa. METAL — — — — — — STUDS a 16 "O.G. TO STRUCTURE ABOVE I I : i i 3 5/8" OR 4" 2(o GA METAL STUDS a 24" I I O.C. O I 2X8 NAILER I O I I i 1 b, I O I I ACCOUSTICAL 1 1 CEILING SYSTEM ' ` s HOUSING FOR ROLL -DOWN GRILLE -1/2" PLYWOOD, LAMINATED NEW ROLL -DOWN c PHARMACY GRILLE 0 SUPPORTED BY SIDERAILS SEE DOOR TYPE NI v .- a a s •Q a 4 . 5ECTION SUSPENDED ACOUSTICAL - TILE CEILINCs AT SALES FLOOR I° X 3' TRIM ARCHITECTURE PLANNING �+ <3 INTERIOR DESIGN z_ w4 S S W ' J WOOD BLOCK I' X 2" ACTUAL SIZE TRIM PAINT P-I U)C-i 1'-6" (5" SECTION SCALE: 1 1/2" = 1'-0" 4a a. a 4. SECTION �— SUSPENDED ACOUSTICAL TILE CEILIW-t a +S'-S" AF.F AT PHARMACY WC -I GA. METAL STUD ING a 48" O.C. RUCTURE A50VE IREADED ROD P.T. BLOCK A BOLTED IGH BOTTOM D OF EACH JOIST IS CRO55ED GA. METAL STUDS O.C. TO ART STUD ABOVE NEW 2X8 WOOD BLOCKING FOR NEW GRILL TRACK SUf;a=ACE WITH PL-2 CUT/MOD,IFY.. EXISTING ACCOUSTICAL CEILING SYSTEM AS REQUIRED NEW SLIDING SECURITY GRILL 10 4' SC,ALE: 3/�" 1'—�" \"A-1.3 SCALE: L3 Z O- o; > , a_ o: Z = sF } a Q y Lyman ` Davidson Dooley, Inc. f 'f ,Y Y 5201 West Kennedy Blvd. w Suite 501 " Tampa, FL 33609 to z p h. 813.288.9299 0 ` fx: 813.288.8046 (. II, s4 AA0003000 IB4000989 w z a� tkTLANTA w< s fi �a c . �` I, I E m ` TAMPA COLLINS x� ? a w:� c o` Z Q 0 p W; D'_.. 0- 0=0 z. �0 z w� 3 z 4 12 rc M J s L' W IM cc 00 co Z t as F till 4 Nrt r r U t Q s ECKERD #3201 W., -> a FIRST STREET AT FRENCH AVENUE a SANFORD, FL Z } CAPSTONE J GROUP, INC 0 .. 1 Z 801 N. ARMENIA AVENUE 0 ` " TAMPA, FL 33609 1 PHARMACY 1 DETAILS r 0 t s 2546A73 0. 22546 0 { COK 0 ©° LDI Z = s3s . _.:1 1 /10/03 3 X,4 ELECTRIC ACCESS ADJUSTABLE e FILLER AND SU MOUNT POWER COMMUNICATIO] RACEWAY NEAT TOP COVER Cl- SPLICER RAIL COUNTER HEI61 d) ONE WAY GLAE WINDOW UNIT MA TECK 5AC.- BASE BRACK ET5 MANAGER'S OPP I CE 150ME.TRI C NOT TO 5CALE (5Y ECKERD) 41GH WIRE CHASE IN 2 SECTIONS >TA5LE _* WELVE5 IC BACKS ON INSIDE :OVER CHANNEL 14E WAY 4 GLASS FOR WITH 12" jjlNDCW ONE Q I sLAS6 LEVER LE' LOCKSET"' APPROVED) tt ELEC. ACCESS IN- CENTER �NEL 046" AFF, WIRE CHASE 1IRROR BACKS 13'-0" STREATER FIXTURE 3 131-11611 LOVER FIXTURE N NO BACK PANELS ON THIS SIDE OF WALL --------------- F — -1 ff 24' tu 34 '5 >< 4 ELEC.- 0 -74 -------- 14 14 -C In —2 1/2" DIA 2411 0) 2 1/2" DIA HOLE ELEELECTRICALCALCAL sTue cdvER I / 01 19, 2 1) 2" C> IA. 8. 19HOLES , TIME VCLOCK IA /< 4 do &'-(oa" LOZI Rq_ -4 6'5d" 5TREATER FIXTURE ij MANAGER'S OFFICE PLAN WIRE CHASE FRONT SIDE 4c) Lu tu UPPER SECTION FAINTED �_(LIJ)HITE) TO MATCH f5ENJAMIN MOORE OB&O 7�—ELECT. KNOCKOUT. • 3 X 4 REMOVABLE ELECTRICAL STUB COVER INSTALLATION DETAIL FORE FIXTURE STREATER 9MIL AR QUAD I.G. RECEPT, FOR SECURITY FABRIC 17777 rFAJ�ELSI,- SHIP SHELF IN 2 SECTION S �Mf=>5 MP5_ SAFE 01 GAP FILLER H T7*_ -Ea- r r Ilk, POWER/ COMMUNICATIONS SURFACE MOUNT RACEWAY (SEE DETAIL) INTERIOR OF-R.C;E. ELEVATION, OL IT-4- 'F AFF. PB ELECTRICAL 6TU5 COVER 1 II WIRING CHASE TO a4"H. FABRIC PANELS (OFFICE INTERIOR) COUNTER TOP MP5 77 3 X 4 ELECT, ci 11-211 KNOCKOUT -,COSIER uj LOZIER-.0 DETAIL STREATr=R cj STATEall fn / 10 51MILAR Ml� .4 GAP FILLER 0" , I IN I ARCHITECTURE PLANNING INTERIOR DESIGN - w yW111, Z.tti Lyman Davidson Dooley, Inc. 0._ 201 West Kennedy Blvd. �&=_ S ' 501 uite Tampa, FIL 33609 M, ph- 813.288.9299 N"4 fx-'813.288.8046 30W AA000 IB4000989 ATLAN A NASHVILL E TAMPA , r 1-T C01 ,L J I* 2 PEMOVA5L;z 51DE VIEW ELECTRICAL STU15 FABRIC PANELS POWER/ COMMUNICATIONS covER(SEE SUI;FJ--AGE MOUNT RACEWAY DETAIL ABOVE) (SEE DETAIL) 11 I _msii m gW INTERIOR OFFICE ELEVATION A TERIOR -OFFICE ELEVATION.use\ POWER/ COMMUNICATIONS I I SURFACE MOUNT RACEWAY (SEE DETAIL) INTERIOR OFFICE ELEVATION TIME CLOCK D -0 TIME CLOCK HOU51NG P6, C= COVER RECEPTACLE CONDUIT ELECTRICAL CONTRAC-TOR LOW,& TO RUN POWER IN FIXTURE WALL PANEL TO N RECEPTACLE IN TIME CLOCK HOUSING A4 0 ETAIL LLLI 1/4" ONE WAY VISION GLASS 1211 II % Sk PLASTIC II LAMINATE FIN(5H II cf) II INTERIOR u" uz� 0 c cf) j wj ............ w w 16 Mw 0 0 0 Z Nnll"�'�L_"'__'�_ z LE DIA. HO W H OLLOW CHASE ECKERD #3201 iot ul� FIRST STREET AT 0" F E R NCHAVENUE SANFORD, FL CPSTONE A UROUP, INC 0 z04 801 N. ARMENIA AVENUE 0 TAMPA, FL 33609 u t MANAGERS OFFICE DETAILS 0,K 6A81 uj 6 �ICOK OFFICE ELEVATION 2 3 5 t LAY -IN CEILING IN Y x IS' GRAPHIC PANEL SUPPLIED AND HSTALLED BY ECKERD TUBE W/ RECEIVER, TERIOR ELEVATION- ECKERD EXTEND WALL COVERING 24" BE ow MOULDING (TYP.) WHERE FIXTURES OCCUR J 13'-ID" 10 3' is IS' GRAPHICE PANEL TO BE CENTERED IN A-9.1 IN X 3" (ACTUAL i1 CROSSING ASILE AND TO BE SUPPLIED AND lm SIZE) POPLAR INSTALLED BY ECKERD CANOPY EG�UAL-ID" QUAL 18'-0" SEE FLOOR PLAN ON OF COOLER It EACH STORE FOR DIMENSION ELECTR P-i 9 FOOD TY P-i OL B.O. MOLDNG . 2" X 8" P.T. WOOD- OCKI j4&" AFF. - .. -�- 8 -$ OFF. " TO CENTER FOR C VETS .. .... .... .. .. .. .. .. SEE EXPRESS PHOTO 96 AFF " X $CENTER TOP OF FIXTURE UNIT 4 DRAWf WC-1 P-1 / / / / / / / / / / // / / / % TO24 FOR CABINETS T-0" AFF. a ICJ TY / / / / I / / / / / / / f / fl-T 5 IT 6 � - I • 4" '-' � ---EDGF_ OF EXTEND WALL COVERING 24°.BELOW,OF U1C-I VB-1 COOLER MOULDING (TYP) WHERE FIXTURES COOLER 31x IT GRAPHIC PANEL UPPIED AND OAR INSTALLED BY ECKEW 2 HIT RIO.R'ELEVATICN. In X 3" (ACTUAL 3' x 9' GRAPHIC PANEL SUPPLIED SIZE) POPLAR TRIM 1" X 3" (ACTUAL AND INSTALLED BY ECKERD P-! ENTRY CEILING SIZE) POPLAR TRIM CANOPY W-ID" AFF, 'k OIL LAY-1N CEILING_ - ..LAY-IPI CEILM P-1 a Y WIRE CHASE LAY -IN CEILING � 12'-$" OFF. BA. MOLDING AL S.O. EXT WINDOW T.O. OFFICE WALL T-0" AFF. _OL LAY -IN CEILItJG IT--4" AFF. TOP OF FIXTURE 8'-O" AFF. 4 WD BLOCKING GYP. BD. 1 CTION' V-4" AFF. 12'-4" AFF. LAY -IN CEILING OIL BA. MOLDING IT-4" AFF. IN X 3" (ACTUAL SIZE) P_2 — \ I I 8'-4" OFF. ` v` POPLAR MOLDING 2" X 6" P.T. WOOD BL lNCx FOR e — — — — 1'-0" AFF. GRAPHIC PANEL SUPPLIED SEE NOTES SECT 5 CABINETS. (TOP AT 1'-2 OFF.) �1j TYP �. AND INSTALLED BY ECKERD UNIWEB PANELS THIS DRAWING P=1 -1 PAINTED TO MATCH -��. PLASTIC LAMINATE X 8" P.T. WOOD BLOCKING FOR -I V6_I 2" X 8" F.T. WOOD BLOCKIW3 FOR v6-I CA31NET5. (CENTER AT 6`-0° AFF) CABINETS. (TOP AT T-2" AFF.) i INTEI r IOR ELEVATION 5.0.�MOLDING P-1 24" STRIP AT FIXTURES -� CAULK W/ WHITE LATEX (TYR) I" X 2" (ACTUAL SIZE) P-1 POPLAR MOLDING \� A. MOU ING WC -I 0 IV 8 -$ A.F.F.. T.O. 2 X 8 WD. BLK'G IN WALL V-4" AFF. ,� 24" 51RIP AT FIXTURES 6-3" F. AT 8 -0FIXTURES 1/S" =11-0 11 T-3" A.F.F. AT T-0" HIGH FIXTURES SEE INTERIOR ELEVATIONS ABOVE jh 1-0' NV T.O. FIXTURE AFTER LEVELING AND COORDINATE WITH SHEET F-I TA. FIXTURE AFTER LEVELING LINE OF REFRIGERATED — 8:-0" AFF. . IN X 3" (ACTUAL FIXTURE BY OWNER SIZE��FLAR TRIM CUT OUT BLOCKINCs AS REQUIRED FOR ELECTRICAL OUTLETS _2 I" X 2" (ACTUAL i0 I" SIZE) POPLAR TRIMBELOW MOULVIw_1 (TYP-) EXTEND WALL COVERING 24" -� LAY -IN CEILING 12'-4" AFF. P-I WHERE FIXTURESS OCCUR NOTE: FOR LOCATION OF 77— u; ANCsLED _ ANGLED W. Flm C J-BOX 4 FLOOR DRAIN; SEE SHEETS P-1 4 E-L 8'-6" OFF. 1/0 =1'-0 INTERIOR ELEVATION 1/4" =1'-0" INTERI 1/4" = V — m" OR ELEVATION. TION INTERIOR n SECTION -91 �— ALUMN. CORNER AWSLE5 PLYWOOD TO S'-0" AFF PAINT P=4 ARCHITECTURE 1-6 a PLANNING BRACE 5CREEN FROM INTERIOR DESIGN FLOOR TO CE I L INCH o 8 wzl Q 4 z i_IDu '{ 61 O fj ZR 00, u = v 0 INSULATE CTB -1 PIF`E5. H.C. MEN'S RESTROOM c4 , N.C. WO ENS 1/4"=1'-011 CAULK WITH CLEA SILICONE (TYR) PL-3 v 0 WC-1 121 SECTION 1it=11_0it CENTER ON WALL PLASTIC LAM. TO II 91 PARTITIONS SEE 1 0 ACCESSORY SCHI II II .4 32"O.C: II II iv A s J s w� Q� o Q Lyman I 3a Davidson ra Dooley, Inc. 3{� O _ U 5201 West Kennedy Blvd. two, Suite 501 Tampa, FL 33609 €C ph: 813.288.9299 a tiY 8c: 813.288.8046 r AA0003000 m IB4000989 w Z a` D w__ ATLAN NA H11 w TA_MPA m s ¢¢ Q PIPES INTERIOR ELEVATION 1/4" =1' -0 w 1 m 0 tf 0 a z, BOSTON BUMPERS BOSTON BUMPER RETAIL PRODUCT51-WO-225-1633 Q ° a SERIES 50, BLUE"TIFF-GUARD" S3 ° 0.- w m 0 0 Z 4 O ®C M J • U. W G m 00 vim! Z 0) ECKERD #3201 o 4 FIRST STREET AT FRENCH AVENUE [r SANFORD, FL o r CAPSTONE o GROUP, INC o} s 0 Z 801 N. ARMENIA AVENUE 0 TAMPA, FL 33609 0 r L INTERIOR r {DETAILS IL J � 0 2546A91 W �s. Q 22546 n COK - LDI c7 , 3 ?6; 1 /10/03 0 0 BO5TON BUMPER 1/2" GYP. BD. ON 6" METAL STUDS 9 16" O.C. W/ VLJC-1 END DETAIL ADJUSTABLE SHELVES SCRIBE TO WALL — PROVIDE -. PROVIDE HOLES FOR WIRING NOTE - ALL CABINETS BY GENERAL CONTRACTOR LOCKS BY GENERAL CONTRACTOR ELECT. OUTLET — (SEE ELECT. DLUGSJ ADJU6TA5LE SHELVES FOR TAPES DOORS W/ INTEGRAL KICK SPACE, TO OPEN CLEAR FOR H/C ACCESS- INSULATE PIPES �8 1/2JI 3/4" X S 1/2" ACTUAL WOOD CAP W1 PLASTIC LAM. FINISH. RUN DOWN TO 4" APP. AT END OF WALL. 4'-0" A.F.F. END CAP 515YOND Vwc-1 85-1 uz u., .4 v LL VWC-1 @ V5-1 r2`� CAP DETAIL A—Q7 3/4"=1'—/III V-4" vERIFY W1 MELD CONDITION TV TURNTA5LE "KV" 1382 VERIFY TYPE ►TV TV BRACKET a 61-0" AFF. N PL -5 FRONTS, TYP. pp PL-4 COUNTERTOP I`A AND SPLASH - MICROLUAYE�� `3 REF. SPACE r- I i / 1 Y z \ SIDE PANEL 2'-011 '-O" 2'-S" 2'-1111 rF2_ELEVATION.r. 5f;RE.A< fi�O0M 1/2 CHAIR RAIL NOTE: CABINET CONSTRUCTION SHALL 5E OF 3/4" PLYWOOD COVERED WITH PLASTIC LAMINATE DRAWER5 SHALL 5E 1/2" PLYWOOD PERIMETERS AND 1/4" PLYWOOD 5OTTONS, TYP. 1 1/2" 01A. GALV. STEEL P WELDED TO ANGLE RAIL[ PAINTED SAFETY YELLOU 1 1/2" DIA. PIPE SET IN EF IN 1 3/4" DIA. 2" DEEP CC DRILLED HOLE IN CONCF DECK ram L DETAIL 1�� CABINET 5EC:TIONr. N.T.S. 1/2" DIA. VERT. PICKET AT 4" < 1 1/2" DIA. GALL STEEL PIPE WELDED TO S? STRINGER PAID SAFETY YELLC 91 GUA"""" RAIL DE? AIL — LAMINATE COUNTER X TOP (FL-4) Q — LAMINATE FACE (PL-5) DOORS W/ INTEGRAL KICK SPACE, TO OPEN CLEAR FOR H/C ACCESS INSULATE PIPES C" TOE SPACE OPERABLE WITH DOOR (FL-5) VINYL 5ASE 1 CA51NET DOOR 5EC:TION_ ADJUSTABLE SHELVES LAMINATE FACE --- (PL-5) CABINET PULL "STANLEY" 4464 ALUM. ALL INTERIORS WHITE LAM.- � GA5INE? _92 N.T.S. r 5ECTION- FA5TENEf;R SCHEDULE FROM: TO: TYPE: SPACING: SIZE: METAL METAL TYPE 5-12 4/ CONNECTION 3/8„ FRAMING FRAMING PAN -HEAD MINIMUM METAL WOOD TYPE 5-12 12" O.C. 2-1/4" FRAMING.. BLOCKING- OVAL -HEAD METAL GYPSUM TYPE 5-12 S" O.G. AT EDGE 1 FRAMING 5UGLE-HEAD 12" O.C. IN METAL PLYWOOD TYPE 5-12 S" O.G_ AT EDGE FRAMING BULGE -HEAD 12" O.C. IN FIELD PILOT POINT ARCHITECTURE J PLANNING INTERIOR DESIGN w, z. 0 F Lyme e Davidson 3 s Dooley Inc. a 3 ; _ O:rr�— 5201 West Kennedy Blvd. W Suite 501 (� < Tampa, FL 33609 ph: 813.288.9299 O ' f fx 813.288.8046 AA0003000 0 W , IB4000989 G AT' ANTui � m TAMCOLLINS PAj rT i ��#,, LI _ N S a r w 0 z Q iy;F � C } S• 0 on LL� r � f _� 4c Cf CC N 0 M J is V' W 16 CC 11` 00 a,. a ECKERD #3201 k W ' 0 FIRST STREET AT FRENCH AVENUE SANFORD, FL 0 } CAPSTO N E W GROUP, INC 0 0; Q� 0 801 N. ARMENIA AVENUE ' TAMPA, FL 33609 p; INTERIOR DETAILS t �. J e LL 2546A92 a 22546 0 z ; a1 COK w (041LDI Z n2 0� 1 /10/03 EIM I I - I I I � I � � I r I BRICK-1 1 i I � � I � I STRUCTURAL UNITS I 12 I I M„ COLUMN 5EC;TI0N,,w tower CONC. WASH f{ �—CONC. FILLED BOND BEAM W1 1 *5 BAR CONT. FINISH-5 H1110 HORIZ. JOINT REINF. 0 ho" O.C. VE T. 05 BARS 1w 3211 O.G. II I� 1 A= AQII MIAI 0 dif I 2'-6"xI'-0" FOOTING, CANT._ 6" CONC. SLAB W1 �� 1 1) 6xrox1AAA WWF THREE *5'S CONT.� _ • = P =• I ' "515 AT 12 ' O.C. F7DUMF5TER WALL 5EC:TION ,A-10.) 1 lie II '/2 II BROOM FINISH TROWELED EDGE (TYP.) 4 d 4. o 4 V 4 4 4 CONCRETE SLAB ON GRADE SIDEWALK EXF 311=1-o11 1 1/2 11 BROOM FIN15H TROWELED EDGE (TYP.) 4 4. d 4 a D D CONCRETE SLAB ON GRADE ]2 SIDEWALK TOOLED JOINT Aal%/.I 11 = 11_0 RAI COLUMN SECTION 3/4" =1' -0" NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTEIR ENCLOSURE. GENERAL CONTRACTOR TO GALV. LOCKING PINS POURED CONCRETE 4 RESTING POSTS. FOOTING BEYOND DUMPSTER ENCL. ELEV -I(D.I j N.r.s. T, TYP. 'Y ABOVE �w PY ABOVE a" C.M.U. WALL BEYOND I I I i I. I I I I I I 3� GOLU1„IItiiiiiii DETA -1 .1/ 3/4"=V-011 W/ CONIC, DOMED TOP SEE STRUCTURAL DW36. FOR REINFORCING. SEE ARCHITECTURAL AND CIVIL FOR PLACEMENT. EXTERIOR CMU WALL TO RECEIVE - STUCCO FINISH PAINTED OYSTER SHELL AND INTERIOR WALL TO RECEIVE BLOCK FILLER AND PAINTED BLOCK, OYSTER SHELL. SCH. 40 GALV. FENCE POST AND GATE W/ P.V.C. SLATS. PROVIDE GATE LOCKING PINS W/ PROVISIONS FOR AND ECKERD PROVIDED PAD LOCK, -----HINGE (TYP OF S) NOTES: - 1 I 1. DUMPSTER WALLS TO BE ro'-a" HIGH L 2. CONSTRUCT DUMPSTER OF S" CONC. —{ — BLOCK WITH FILLED CELLS. 3. PROVIDE GONG. PAD STEEL SLEEVES FOR THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 5. PROVIDE a" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE CONIC. DOMED TYP. SEE ATION-SAFETY PLANS FOR LOCATIONS. PAINT YELLOW. - 4. PAINT STUCCO TO MATCH BUILDING. SIGN NOTES: 1, GC SHALL PROVIDE AND INSTALL TWO FREESTANDING ECKERD COMPANY SIGNS AS SHOWN - SIGN EXPRESS (613) 535-4 X39�o. 2. EACH SIGN SHALL BE 4'XS'Xl/2" MOO FACE CUT TO MATCH PROFILE SHOWN. 4. ECKERD PANEL SHALL BE PREFIN16HED ON ALL 51DES WITH WHITE. 4. LETTERING, GRAPHICS AND STRIPING SHALL BE WHITE VINYL - TELEPHONE NUMBER SHALL BE BLACK PMS #I 5. PROVIDE (3)4"X4" WOOD POSTS SUPPORTS PAINTED BURGUNDY PMS 01945 FOR EACH SIGN. ro. MOUNT FACE TO POSTS WITH 2" GALVANIZED DECK SCREWS TYPICAL. 1. LOCATE SIGNS AT THE DIRECTION OF THE ECKERD FIELD REPRESENTATIVE. S. "COMING SOON" SHALL BE VIVID ROSE VINYL PMS *214. 9. ECKERD CAPSULE SHALL BE "26& BLUE CAPSULE WITH WHITE COPY NAD PROCESS BLUE DROPSHADE (ALL VINYL) 10. "AMIRICA'S FAMILY DRUG STORE1f SHALL BE BLACK VINYL PMS 0800. 1/2" EXT, GRADE PLYWOOD (PREFINISHED WHITE) MOUNT FACE TO SUPPORTS W1 2" GALVANIZED DECK SCREWS 4"X4" P.T. WOOD SUPPORTS - PAINTED WHITE LINE OF CANOPY ABOVE IL, *a drive thru STEEL PIPE BOLLARD FILLED SOLID W/ CONCRETE PROVIDE PLASTIC SLEEVE BY HEFCO L.L.C. (7�0) 58i-3917. BROOM FINISH / SLOPE yin" /FT. IDEWALK DETAIL, 11/2"=1'-oll p a I— I S = i H.M. RECEIVING DOOR 4 FRAME6" THICK GONG.SLAB W/ BROOM FINISH SLOPE 114/FT1 ILI N:c. THRESHO ET IN FULL BED OF SEALANT SEE $/A-iSEE CIVIL DRAWINGS SECTION LOADING D R - <3� ... ARCH IT E C T U R E PLANNING INTERIOR DESIG N Lyman ; Davidson Inc OMM HE- 5201 West Kennedy Blvd . Suite 501 Tampa, FL39w 6 h:813.288.9299px813.288.8046 Apo0o3000 w IB4000989 LA I; , f . . _ _ aAi . TAMPAoC. SIDEWALK DETAIL CONCRETE SLAB WOOD TRIM ABOVE MAKE CUT IN WOOD TRIM THIS LOCATION (TRIM, CAULK a PAINT) UNDISTURBED \ GRADE RUBBER CONTROL JOINT 1 INSTALL GYP. BD. EXPANSION 1/2" GYP. BOARD \ JOINTS (USG *93) 4 FINISH 10" SQUARE CONC. PIER GROUT SOLID ---- --- -- �--- i 1/2" HAT CHANNELS lfo" O.G. 0 . 2X4 P.T. NAILERS RUBBER CONTROL JOINT S" LOAD BEARING CMU BREAK NOR RE INF. i" SEALANT. AND FROM CONTROL JOINT SECTION 6 5OLLA1fq212;Vrw*N BACKER ROD MA504121Z" C ONT L JOINT CO IIII IIIIIII • • II e 1 0 COMINU 5 UN ---------------------------- www.eckerd.com Drive-thru Pharmacy 1-Hr Photo Foodmart DEVELOPER. ARCHITECT, XYZ ARCHITECTSXYZ DEVELOPMENT CO. ANY CITY, ANY STATE ANY CITY, ANY STATE PHONE NUMBER PHONE NUMBER CONTRACTOR. ENGINEER. XYZ CONSTRUCTION CO. XYZ ENGINEERS ANY CITY, ANY STATE ANY CITY, ANY STATE PHONE NUMBER PHONE NUMBER II i5 COMING 50ON SIGN -Iia.I N.T.S. I A-IfD.I N.T.S. Ii I IIII eN � II I I II III II I II LJ ECKERD #3201 Q 0 F FIRST STREET AT d FRENCH AVENUE `E SANFORD, FL U Z , CAPSTONE W f .1 t GROUP, INC o Z 3 Q 801 N. ARMENIA AVENUE 0 : _ TAMPA FL 33609 0 Q S tF� r t STANDARD DETAILS J o : :2546A101 a 22546 d W COK _ " m: LDI A-, Z ' s. O h N t' 1110/43 , f . . _ _ aAi . TAMPAoC. SIDEWALK DETAIL CONCRETE SLAB WOOD TRIM ABOVE MAKE CUT IN WOOD TRIM THIS LOCATION (TRIM, CAULK a PAINT) UNDISTURBED \ GRADE RUBBER CONTROL JOINT 1 INSTALL GYP. BD. EXPANSION 1/2" GYP. BOARD \ JOINTS (USG *93) 4 FINISH 10" SQUARE CONC. PIER GROUT SOLID ---- --- -- �--- i 1/2" HAT CHANNELS lfo" O.G. 0 . 2X4 P.T. NAILERS RUBBER CONTROL JOINT S" LOAD BEARING CMU BREAK NOR RE INF. i" SEALANT. AND FROM CONTROL JOINT SECTION 6 5OLLA1fq212;Vrw*N BACKER ROD MA504121Z" C ONT L JOINT CO IIII IIIIIII • • II e 1 0 COMINU 5 UN ---------------------------- www.eckerd.com Drive-thru Pharmacy 1-Hr Photo Foodmart DEVELOPER. ARCHITECT, XYZ ARCHITECTSXYZ DEVELOPMENT CO. ANY CITY, ANY STATE ANY CITY, ANY STATE PHONE NUMBER PHONE NUMBER CONTRACTOR. ENGINEER. XYZ CONSTRUCTION CO. XYZ ENGINEERS ANY CITY, ANY STATE ANY CITY, ANY STATE PHONE NUMBER PHONE NUMBER II i5 COMING 50ON SIGN -Iia.I N.T.S. I A-IfD.I N.T.S. Ii I IIII eN � II I I II III II I II LJ ECKERD #3201 Q 0 F FIRST STREET AT d FRENCH AVENUE `E SANFORD, FL U Z , CAPSTONE W f .1 t GROUP, INC o Z 3 Q 801 N. ARMENIA AVENUE 0 : _ TAMPA FL 33609 0 Q S tF� r t STANDARD DETAILS J o : :2546A101 a 22546 d W COK _ " m: LDI A-, Z ' s. O h N t' 1110/43 ARCHITECTURE PLANNING INTERIOR DESIGN 4 -AMIr ASH FRO M 3 � F.—LtYAT -111IJ 8C&E: V46 F-0, CCN5TfRUCT10N/1N5TALLAT ION NOTE 1. GENERAL A. INSTALLATION OF THE EXPRESS PHOTO REGARDING THE CONNECTION OF UTILITIES, ELECTRICAL AND PLUMBING HANDLED BY CONTRACTOR. SEE; B. EQUIPMENT COORDINATION SUMMARY: ITEM FURNISHED BY INSTALLED BY UTILITY CONNCTNS PHOTO PRCS-aWa ECKERD ECKERD CONTRACTOR EQUIPMENT CABINETS ECKERD ECKERD CONTRACTOR WATER HEATER CONTRACTOR CONTRACTOR CONTRACTOR SINK ECKERD CONTRACTOR CONTRACTOR SINK FAUCET CONTRACTOR CONTRACTOR CONTRACTOR DISPLAY FIXTURES ECKERD ECKERD CONTRACTOR ELECTRICAL PANEL CONTRACTOR CONTRACTOR CONTRACTOR GRAPHICS PACKAGE ECKERD' ECKERD N/A r-iRF- EXTINGUISHf2 CONTRACTOR CONTRACTOR CONTRACTOR POWER POLE CONTRACTOR CONTRACTOR CONTRACTOR LIGHT FIXTURE CONTRACTOR CONTRACTOR CONTRACTOR EYEWASH UNIT CONTRACTOR CONTRACTOR CONTRACTOR E.P. CANOPY ECKERD SIGN CONTRACTOR N/A SILVER RECOVER UNIJ ECKERD r=cKERr-> CONTRACTOR 2. PLUMBING A. SINK TO BE FURNISHED BY ECKERD AND INSTALLED BY THE PLUMBING CONTRACTOR B. ALL PVC PIPING TO BE SCHEDULE 40. DRAIN TO BE PVC C. PLUMBER SHALL FURNISH AND INSTALL A WATER HEATER UNDER SINK CABINET. ELECTRICAL CONTRACTOR TO PROVIDE ALL;,REQUIRED ELECTRICAL. D. THE PLUMBER SHALL INSTALL THE SINK, FAUCET, EYEWASH AND WATER HEATER PRIOR TO THE DELIVERY OF THE PHOTO FINISHING EQUIPMENT. ALL PLUMBING CONNECTIONS MUST BE COMPLETE THE DAY BEFORE THE LAB EQUIPMENT 18 SCHEDULED TO BE DELIVERED- E. WATER HEATER SHALL NOT BE INSTALLED DIRECTLY ONTO CONCRETE SLAB. PROVIDE WOOD SPACERS BELOW TO ALLOW AIR CIRCULATION BELOW. 3. ELECTRICAL A. ELECTRICIAN TO BE AT THE STORE THE DAY THE LAB EQUIPMENT 16 SCHEDULED TO BE DELIVERED TO MAKE THE FINAL CONNECTIONS OF EQUIPMENT AS REQUIRED. B. GENERAL CONTRACTOR SHALL BE NOTIFIED OF THE DATE OF THE EQUIPMENT DELIVERY. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING AN ELECTRICAL CONTRACTOR ON SITE THE DAY OF DELIVERY, AT 5-00 AM, TO MAKE FINAL CONNECTIONS OF PHOTO FINISHING EQUIPMENT AS REQUIRED. C. AN ECKERD REPRESENTATIVE SHALL BE AT THE STORE ON THE EQUIPMENT DELIVERY DATE TO ADVISE THE ELECTRICIAN.OF. THE -NECESSARY REQUIREMENTS AND THE LOCATION OF THE POWER POLE. D. ALL ELECTRICAL ITEMS IN CABINETS SHALL BE PROVIDED BY THE CABINET MAKER ELECTRICAL CONTRACTOR SHALL MAKE THE FINAL CONNECTIONS TO THE CABINETS. 4. FAINTING GENERAL CONTRACTOR SHALL FAINT THE WALLS PRIOR TO DELIVERY OF THE LAB CABINETS. WALLS SHALL BE FAINTED WITH BENJAMIN MOORE 0 960 BEIGE. FAINT LINES SHOULD BE 1611 FROM THE CORNER WITH A VERTICAL LINE CUT IN FROM FLOOR TO CEILING. ADJACENT AREA TO BE FAINTED TO MATCH EXISTING. 5. FLOORING INSTALL CERAMIC - TILE FLOOR AT EXPRESS PHOTO AREA AS INDICATED ON THE DRAWMS.- TILE SHALL 15E-112"A2" CAESAR "123,,LIMESTONE- WITH 'CUSTOM BUILDING PRODUCTS', %0 CHARCOAL GROUT. CONTACT HANK HILTON AT (813) 889-6453- SEE DRAWINGS FOR LIMITS. QU I FMNT 5CH D UL A. WATER HEATER REFER TO PLUMBING DRAWINGS FOR DESIGN. MULTI -OUTLET SYSTEM B. REFER TO ELECTRICAL FOR PLUG MOLD DESIGN. EYE WA544 UNIT C. REFER TO PLUMBING DRAWINGS FOR DESIGN. E. SINK REFER TO PLUMBING DRAWINGS FOR DESIGN. .FAUCETS F. REFER TO PLUMBING DRAWINGS FOR DESIGN, EXPRESS PHOTO CANOPY FURNISHED 4 INSTALLED BY SIGN CONTRACTOR FILM DROP PANEL (REQ'D WHEN FILLER IS LESS THAN WIDTH Of: 'FILM DROP" DECAL FILLER f F1 E I FRONT EDGE OF CORIAN SILL TO ALIGN 1111 FRONT, FACE OF THE FRONT COUNTER. TOE. KICK FLOOR'TILE Al A11.1*C AI.E. 1/4' a V-0" NO SEE ELECTRICAL PLANS FOR PLUGMOLD LAYOUT, SIZES 4 POWER POLE DESIGN ------- --- El' (42." AFr-.) SEE FIXTURE PLAN V FOR EQUIPM T LAYOUT t ? FLOOR DRAIN POWER POLE fL PAPER TOWEL HOLDER (11 3/4"W X 14 3/4'H X 10 1/2"P) MOUNTED 3-0" A.F.F. TO BOTTOM (N-STALL AND SUPPLY BY ECKERD) r 0@ I F, ILLS LE I r-WA RAPHIC IBOARD it E Alt t SCALE: 1/411=11-011 TL 841 TL 641 841 TL 641 / // / / i % i. TL841 TL 641 TL 8141 I T 841 TL 841 ----I i I I— -- I \--- — I I— TL 841 TL 841 TL 841 TL I NOTE. TL 841 REFERS TO BULB DESIGN FR4.-FLECTED CEILING FLAN SCALE: 1/4' - V-& REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION I r — — — — — — — — — — — PLASTIC LAMINATE 5ACK5PLASH (RETURN 0 FRONT WALL) BACK LINE (ECKERD EMPLOYEE SIDE) OF FRONT COUNTER .......... Je FLOOR FLOOR TILE 5 E C: T ION SCALE." 311- V.—c" FRONT FACE (SALES — FLOOR SIDE) OF FRONT COUNTER FIXTURE CORIAN THRESHOLD - TO MATCH FLOOR TILE CERAMIC TILE SECTION Al 1.1 SCALE. CALE: 3"a1'-V x U- O I-- z LL. � t VINYL BASE vCT N 0 z an 'dson Dooley, Inc. Suite 501 Tampa, FIL 33609 ph: 813,28 8.9299 813.288.804f. AA"3M 11340M89 ATLAN-l"A NASHVIIII-1.1LE TAMPA F-T. COLLINS ...... ...... . . . . . . . . . . I Ei RtEV"!'® K REV 040 Lu. 0 Z F-:0 Z Fr� w ECKERD #3201 k, ............. . . . . . . . . . . . . . . . . . ..... . .... . FIRST STREET AT 0 FRENCH AVENUE SANFORD, FL 0 z CAPSTONE W 0 GROUP, INC 0- 801 N. ARMENIAAVENUE TAMPA, FL 33M > EXPRESS PHOTO DETAILS > U. 0 2599A1 11 Uj 22546 COK w T ..... vy LDI z 1/10/03 L X: a ARC HITECT PLANNING NOTE-. 1. ALL TRIM r-"AINT SHALL BE SEMI -GLOSS. ALL OTHER PAINT SHALL BE FLAT.INTERIOR FIN15H SCHEDULE INTERIOR FINISH 5YMIBOLS 2- F I OR GRAPHICS AND SIGNAGE PANELS SUPPLIED AND INSTALLED �5`1` ECKERD COOPERATION. DESIGN z ROOM NAME FLOOR BASE WALLS CEILING HEIGHT NO- TE5 MAW DESCRIPTION 0 $ALF-5 AREA VCT-I V5_1 GYP. 5P. P-1 WC-1 ACT-1 591-= INTERIOR ELEVATIONS INTERIOR PAINT BENJAMiN Mt1r)== L MGRI6 OFFICE VCT-1 WALL AREA ABOVE FIXTURE P-I ACT -I 121-411. w INTERIOR ' PAINT BENJAMIN MOORE ECKERD'S BLUE SPECIAL PRESCRIPTION, INTERIOR PHARMACY AREA VCT-1 V5_1 GYP, 5P. ( P-1 ) FL -I WC-1)ACT-1 51-511 MEN 00 tu PRODUCT #310-5A CUSTOMER AREA VCT-1 V5_1 GYP. 5D, ( P-1 ) WC-1 ACT-1 at -all SEE INTERIOR ELEVATIONS INTERIOR ULTRA -WIDE LATEX FLAT, SPRAY-DAY-LITE, *Y5023 W/LATEX BLOCK FILLER 5320 RE5TROOMS CT -I CT5-1 FIBERGLASS REINF. PANELS C FRP M.R. GYP. i5c). INTERIOR GLIDDEN SEMI -GLOSS 03100 (DRY FOG WHITE) MEN-H-C, THIS 16 USED FOR PAINTING RECEIVING AND MEZZANINE EXPOSED STRUCTURE CMU, ( P-4) EXPOSED STRUCT. RECEIVING / STORAGE S.C. PLYWOOD P-5) P-5 1 N/A (oil 12 VCT ARMSTRONG WORLD INDUSTRIES IMPERIAL TEXTURE 0 51aleB ( COOL WHITE) CONTACT BREAK ROOM VCT-1 V15-1 FIBERGLASS REINF, PANELS FRF Gyp BD ( p_5 JEFF GOBBELL, SPRING, TX (261) 3-Iro-IiI EXT. 6563. PROVIDE REQ'D REDUCER STRIPS CMU ( p-4) E><p09Er_> STRUCT. 12"xI2" VCT ARMSTRONG WORLD INDUSTRIES IMPERIAL MEZZANINE CONC./SC. V5-1 PLYWOOD (P-5 N/A TEXTURE 051620 (MARINA BLUE) (000) 356-5301 EXT. 8846. VINYL WALL BASE - ARMSTRONG OroB LIGHT GRAY EXPRESS PHOTO CT-2 GYP. 15D. ( P-1) 4 WC-1 ACT-] 12'-411 SEE INTERIOR ELEVATIONS TOILET ACCESSORY SCHEDULE 24" X 40" X 1/2" AND 24" X 24" X 1/2" SUSPENDED ACOUSTICAL CEILING TILE, USG ORION (04111 WOLF-GORDON INC. WALL COVERING NO. WGI7160322 PH. 1-000-341-0550 KEY 0 DESCRIPTION MANUFACTURER/MODEL REMARKS U- WOMEN REST ROOMS AMERICAN OLEAN 2" x 2" 'MESA' # 18 CSC, GROUT 'CUSTOM BUILDING PRODUCTS', # I65 IQ DELOREAN GRAY - REFER TO COVER FOR SUPPLIER CONTACT NAME 4 NO. ANIF I ELECTRIC HAND DRYER BRADLEY 2811-26 MOUNT BOTTOM V-4" AFF WOMEN-H.C. REST ROOMS AMERICAN OLEAN, 'MESA', * 15 CSC MTro REFER TO COVER FOR SUPPLIER CONTACT NAME 4 NO. 2 TOILET TISSUE DISPENSER BRADLEY SUFACE MOUNTED -MODEL 50roK 5RADEX SURFACE MOUNT BRADLEY - WO SERIES -MOUNTING HEAVY DUTY SERIES 36o" AND 42" LONG BARDS PHOTO PHOTO LAB 5 GRAB BARS 612 - STAINLESS STEEL 1 1/2" 0 IA. 12 x 12", CAESAR, C5 123, LIMESTONE CUSTOM BUILDING PRODUCTS, 60 CHARCOAL GROUT FIBERGLASS REINF. PLASTIC PANEL 48" X 96", SEQUENTIA _6TRUCTOGLAS5 0 11096 COLOR 1201 GRAY 4 18"x36ll MIRROR BRADLEY - 100 SERIES -MODELl81-1636 (eRADEX) STAINLESS STEEL FRAME BRADLEY - (DIE CAST) MODEL V25 (WALL MOUNTED) MOUNTED 56" A.F.F. WHERE SHOWN ON PLAN 5 COAT HOOK BRADLEY - (DIE CAST) MODEL 531 (PARTITION MOUNTED) PROVIDE COAT HOOKS ON PARTITION DOORS PLASTIC LAMINATE " WILSON ART #1500-N GRAY (o FEMININE NAPKIN DISPOSAL BRADLEY - SUF;a=ACE MOUNTED -MODEL 4181-I5 (5RADEX) ONE IN WOMEN$ H.G. STALL PLASTIC LAMINATE WILSON ART 1513 FROSTY WHITE NO SMOKING 0 ONE IN EA. H.C. STALL I I8llx36It MIRROR BRADLEY - 100 SERIES MODEL 140-1536 HANDICAP a LIQUID SOAP DISPEN50R BRADLEY -SURFACE MOUNTED, TANK TYPE - VERTICLE INSTALL TO THE RIGHT OR CENTERED BETWEEN z PLASTIC LAMINATE WIL50N ART D301-60 HOLLEYIBERRY MODEL *6562 TWO SINKS, AND 48" AFF. TO TAP OF SOAP DISPEN60IR in KOALA CORPORATION -SURFACE HORIZ. MOUNTED, COLOR SEE PLAN FOR LOCATION OF THE UNIT. Ci BABY CHANGING STATION LIGHT. COMES W/ I PACKAGE OF SANITARY LINERS. SIGNAGE INSTALLATION INSTRUCTION TO BE PLASTIC LAMINATE WIL50N ART " 4105-60 BLUE HIRADO ALL REPLESMENT BY ECKERD PROVIDED W1 UNIT. MOUNT a 2'-6 1/2" TO BOTTOM MOUNT ON INTERIOR OF RE5TROOM AT WSAME LOCATION AS MEWS AND OMEN'S SIGNS GENERAL C04TRACTOR TO PROVIDE TOILET Room SIGNAGE AS MFR.BY BABY CHANGING STATON NOTE- SCOTT SIGN SYSTEMS, SARASOTA, FL. keOO-231-13441 EXT. 206. SIGN BY ECKERD. PLASTIC LAMINATE TOILET PARTITION-5; PLASTIC LAMINATE WILSON ART" 2904-00 WHITE SUEDE ORDERS MUST BE PREPAID BY CHECK OR CREDIT CARD. ORDER FORMS ARE NOTE: MOUNT ONE ON THE HC BOeRICK WASHROOM EQUIPMENT, INC. No 6MOKING SIGNS AVAILABLE FROM THE ECKERD CONSTRUCTION PROJECT MANAGER OR THE MANUFACTURER. TOILET. PARTITION DOOR a DESIGNER SERIES, OVERHEAD BRACED "ECKERD DRUG STORES A.U.A. CONSTRUCTION PACKAGE A" THE SAME HEIGHT AS MENS/ WOMENS SIGNAGE. MOUNT THE WITH COMMERCIAL HARDWARE. TOILET PARTITIONS NO, 1042 CONTRACTOR 15 TO FURNISH NO SEALED CONCRETE (1) - "MEN" W1 INTERNATIONAL HANDICAP SYMBOL SECOND SIGN OUTSIDE THE URINAL SCREEN NO. 1042 SMOKING SIGNS. INSTALL A MIN. OF THREE SIGNS CONSPICUOUSLY SEALER / FINISHER - 5C JOHN50N TECHNIQUE FLOOR SYSTEM AND CAREFREE FINISH (1) "WOMEN" W1 INTERNATIONAL HANDICAP SYMBOL TOILET ROOM. MOUNT IN INTERIOR PLASTIC LAMINATE SHALL BE LOCATED, BY THE FRONT DOOR, TO BE USED ON EXISTING VCT FLOORING ONLY. (2) NO SMOKING SIGN OF TOILET REFER TO THE ENLARGED WILSONART GREY PAMPAS 4166-ro0 IN THE STORAGE AREA AND THE 3/4" X 3/4" CORNER GUARD, DECROVIN BY CONSTRUCTION SPECIALTIES, COLOR CLEAR - LOCATED ON ALL WALL CORNERS FLOOR SIGNS ARE TO BE TWO-TONED,'ECKERD BLUE' BACKGROUND WITH WHITE SYMBOLS PLAN -9 ROOM 0 SAME HEIGHT AS SIGN MOUNTING DETAIL MEN$/ BREAK ROOM. FIELD LOCATE AND LETTERING. SYMBOLS INCLUDE GRAPHIC 'MEN' AND 'WOMEN' AND 'INTERNATIONAL WOMEN5 5IGNAGE. THE SIGNS WITH THE ECKERD — TO CEILING OR ENE) OF CORNER IN THE SALES FLOOR 4 PHARMACY WHERE REQUIRED -REFER TO ENLARGED PLAN ACCESS'. LETTERING ALSO 16 PROVIDED IN BRAILLE. CONSTRUCTION MANAGER AFTER FIXTURES ARE SET. SIGNS ARE TO 211 x2" ALUMINUM CORNER GUARDS BY G.G. - LOCATED IN THE RECEIvING 4 MEZZ. FROM F.F. TO 8'-0" A.F.F. OUNT ON LATCH SIDE OF DOOR. SEE ELEVATIONS SHEET A-9.1 BE TWO TONED "ECKERD BLUE" REQUIRED ON ALL OUTSIDE PLYWOOD CORNERS. SEtAILS THIS SHEET. SIGNS ARRIVE WBOND HIGH OND TAPE FOR MOUNTING. BACKGROUND W1 WHITE SYMBOLS AND LETTERING. LETTERING 16 =55-1 MOUNTING HEIGHT TO BE 60" FROM FINISH FLOOR TO CENTERLINE OF SIGN ALSO PROVIDED IN BRAILLE. 505TON BUMPER, SERIES 50 BLUE TUFF -GUARD - REFER TO COVER SHEET FOR MANUFACTURER CONTACT INFO. is A CLOSED SPECIFICATION 2. GENERAL CONTRACTOR TO VERIFY 3. DOOR TYPE "A" SHALL BE AUTO- BI-PARTING PR. IN 1' W.M. JAMB W1 3 FOR FOR THE FINISH HARDWARE ALL DOOR LOCATIONS 4 EMERGENCY BREAKOUT ON ALL PANELS TO BE DENOTES TEMPERED GLASS ANCHORS PER JAMB HARDWARE PURCHASED FROM HARDWARE WITH SITE SPECIFIC PURCHASED FROM STANLEY ACCESS TECHNOLOGIES RLAMINATE MESSANA WARI)dARE - REFER TO FLOOR PLAN BEFORE ORDERING. ("STANLEY" DURA-GLIDEDE W-3W SO-SX-SX-SO) OVER COVER SWEET FOR CONTACT OR HORTON AUTOMATICS. (SERIES 2301 AUTOMATIC DENOTES BULLET RESISTANT GLASS CONT, BEAD OF PLYWOOD INFORMATION. SHOP DRAWINGS 51-PARTING 5LIDEW NO ALTERNATIVE WILL BE SILICONE SEALANT DETAILS WILL BE PROVIDED TO ACCEPTED. REFER TO COVER SHEET FOR CONTACT OFE WALL MOUNTED FIRE EXTINGUISHER 10 LB. 4A:(oO5:C ((o TOTAL) THE SUCCESSFUL CONTRACTOR BOTH SIDES J_MOLD` INFORMATION. SEE SHEET AVol FOR VESTIBULE W16EALANT GWB DOOR TYPE (Z) DOOR TYPE Q DOOR TYPE DOOR TYPE Q DOOR TYPE Q DOOR TYPE QF DOOR TYPE Q —METAL STUDS ------- NOTE: -------- BATT PROVIDE TEMPERED GLASS 21-011 31-011 5 5CHED, 6 5CHEDI OBTAIN $HOP DRAWI E FROM GRILL VENDOR CLEAR GLASS INALUM. FRAME W1 ALUM. RAIL5 CLEAR GLASS IN ALUM. LEA EA-' PLYWOOD STOREFRONT OVER GW5 FRAME AND Vwr_ OVER DOOR 1 RIOT USED 2 DOOR JAM5- PLYWOOD RATING 11/2 11=11-011 DOOR JAM13 *MAINTAIN FIRE RATIOF DOOR A-12.V 11/211 = I CONT, 15EAD SILICONE SEALANT BOTH SIDES H.M. FRAME W1 MIN. I"XIII STL ANGLE AROUND ttl W 0) tLI _j ::3 0 U 4) to tu t1i PEEP HOLE 2"X FULL HT A5TRAGAL DOOR & 4 9 3: (-) to d) AND FULL HINGE ............... FRAME W1 ALUM- RAILS HESE- it (D I 1w L _1J 3 ANCHORS PER 1 7- PERIMETER OF RECESS JAMB DOOR TYPE "A" SHALL BE AUTO- 51-PARTIW3 PR W1 ARMOR FLATE(c " I Ec AS 6CHED. FLUSH HOLLOW METAL EMERGENCY BREAKOUT ON ALL PANELS TO BE PURCHASED AREA 51DE) 32" HIGH .1 DOORS 3, ro, ':�, AND 11 FROM 6TAILEY ACCE55 TECI I NMOGIE ('5TANLEY'DIRA-GLIDE I" FROM BOTTOM FACE OF WALL MOUNTED ROLL -UP DOOR FEEF HOLE [DCOR:3 FLUSH HOLLOW METAL PURCHASED BY ECKERD, I ----CONT. BEAD SILICONE W-32*0 50-6X-5X-60) 4V FORTON AUTOMA11C5. SERE5 2301 AUT"TIC A5TRAGsAL HAND CHAIN OPERATED, 22 GA CiALY IN5ULATED 45 MIN. "C" LABEL FURCH45ED BY ECKERD, (�_C, TO ORDER AND INSTALL - SEALANT BOTH 5IDE5 61-PARTNG SLIDER NO ALTEFNATiVE ULL BE ACCEPTED. REFER TO COVER STEEL W1 PRE -FAINTED BAKED ON PRIME (DOOR 4, 5, 14A, 14E3) G,C. TO ORDER AND INSTALL. SWEr FOR CONTACT N;:�ATION. WEATHER PROTECTED, CONT. END LOCK FLUSH HOLLOW WOOD .0- 1 FLUSH "OLLOW METAL TWO STEEL SLIDE BOLTS PROVIDED WITH DOOR 2 WITH 12"X12" SLIDING SECURITY GRILLE ROLL-DOLUN SECURITY GRILLE METAL STUDS 4BMIN. "C" LABEL PADLOCKING CAPABILITY BOTH SIDES TEMPERED WINDOW CONTACT 5,45INA REEVESCONTACT &AE�IN4 REEVES H.M. FRAME W/ MIN. PRE -FINISHED TAN COLOR (013) 248-aloo (813) 240-0100 3 JAMB ANCHORS PER JAMB FILL W/ GROUT •DOOR TYPE (D H.M. DOORS TO �,51E ENAMEL PAINT TO MATCH F-1 P.T, 2X BLOCKING I N T Ez 5-,1' 0 ;1:1 5CHEIDULE 2- f\-EXPANSION JOINT -10 DOOR I FRAME GENE L DOOR JAMS 1/5 DOOR JAMB re*%\ DOOR :JAMS NO. LOCATIUN DIMEN61ONS JAMS HDW WIDTH HEIGHT TYF. MAT'L FIN. MAT'L FIN. DETAIL SET REMARKS/NOTES VA-12.V 0/2 11=11-oll \,A-12.V 11/2 11=11-011 I ENTRANCE PR 11-01, W-011 13/411 A""/ C-LEAP- ALUM 3 44/,45.4 1 AUTO- 51-PARTING FAIR 2 MANAGER'S OFFICE Y-0" 11-011 GLASS ANOO. _ ANOD. PROVIDE 21-011 FIXED CENTER PANEL 13/411 D H.M. F-1. ALUM. CLEAR -3/A-12.1 2 PROVIDED WITH MANAGER'S OFF -ICE - ANOD, LINE OF EMDED 5%. ANGLE H.M. DOOR AND E 0 3 PHARMACY 31-011 1 1-011 MOUNT AS REQUIRED uj 13/4 It D H.M. F-I H.M. P 5/A WINDOW. CLEAR GLASS UNDERCUT No", MARBLE THRESHOLD BY DOOR MANUR H/C RATED RAMP/ 4 WOMENS ROOM P-I 5/A-�12.1 4 -0 13/411 E THRESHOLD SET IN CLOSER APPLY SEALANT BED OF SEALANT tu 5 RECEIVING/SALES 51-oll 8-0 11 F-I H.M. P-1 2/A-12.1 5PAIR OF (3' ANR 2' WIDE) DOORS 3: CLOSERS TO ALL 3 SIDES I 0 (o REAR 31-011 11-00 W.M. F-I 4/A-12-1 to EXIT DEVICE - SEE HDWE. SET 0) P/4 D H.M. F-I AND TOP FOR, THRESHOLD SEE O/A-1, DRIP CAP 1 BREAK ROOM 31-011 11-011 13/411 D W.M. P-1 W.M. P-1 5/A-12.1 1 WINDOW: CLEAR GLASS u UJ/(4) fRAD. UM_ CLEAR CLEAR ALUM. ROLLING GRILLE &A SLIDING GRILLE VARIES F AL ALUM. Lu CURVE$ AN(=. DYNAFLAIR "ELEGANCE" OR APP. EQ. AS SCHEDULED 86 ROLL DOWN GRILLE 5'- G ALUM- r-Lr=AR ALUM. com. W/ CLEAR ALUM. GRILLE DYNAFLAIR "ELEGANCE" OR App� EQ. OVERHEAD COILIWS FIXMS ; A : __._ .. . -.' � .. .7� 31-611 1 1 'ET STEEL DOOR 13 EMER3ENCY EXIT -011 EXIT DEVICE - SEE HOWE, 6 13/411 D W.M. P W.M. P 4/A DRIP CAP, THRESHO LD SEE O/A-I L EXTERIOR MOUNTED NEMA 4 KEY SWITCH. EXTERIOR M WALL--� \0 -EXPANSION JOINT CONSTANT CONTACT TYPE WITH A '5F`RING MIDDLE" STOP. CLOSER 4" CONC. SLAB COORDINATE SWITCH TYPE WITH HARDWARE PROVIDER 11 PHARMACY 31-11 11-0ll 13/411 D H.M.f--I H.M. P-I 5/A-12,1 3 wiNr.>ow. CLEAR GLASS SLEEVE AND DOWELL OPERATOR SHALL 14AVE AUX. 40[ ST WITH INTERLOCK (01-011 - 12, 1,, F 0 21-011 O.C. FREFIN15HED TAN COLOR 12 RECEIVING - C GALY STL. 6IA-12.1 S MANUAL ROLL -UP DOOR DAF_)E COUNTY APPROVAL 001-05213.oro FACTORY TAN FINISH DOOR J M5 13 STORAGE 1'-0"1'-0"D H.M. P-1 NM_ F-I 5/A-12.1 11 _ TORS.-SHOLD DETAIL- ROLL DOWN ------ —_ STORAGE FUNCTION LOCKSET COORDINATE W/ MANUF. 1 2�j 14 OVERHEAD COIL FIELD VERIFY FELD VERIFY PER KW. I GALV TL. FACTORY TAN FINISH .......... z ZI CNIJ 1\1j D 3/12/03 . . . . . ... . . 2 < Z It 01", 4 J 0�` m- .3= Yo V" 0 c1c a. _j 0 IL w tu IQ 0 Ic 00 z s ,g Arm to I w.......... F ECKERD #3201 uj FIRST STREET AT 0 a. FRENCH AVENUE SANFORD, FL 0 ... . . ........ . 0 z Fk CAPSTONE GROUP, INC z 80 0 75 1 N. ARM ENIA AVENUE 0 TAMPA, FL 33609 < z SCHEDULES _j 0 2546A121 CL 22546 0 a. w �COK rn LDI vi 01 1/10/03 - I -1 - � � - � -3 & TO STORE Sf FLOW SWITCH . I CHECK VALVE----._ WITH DRAIN BUTTERFLY VALVE - WITH TAMPER SWITCH � I CHECK VALVE-------. . BUTTERFLY VALA�- . WITH TAMPER 5WIT H � MEZZANINE FLAN 1/5 11 =1 '-oil n9 F* 0 0 0 0 0 0 . Fire Dept. - \1 L;,. �'* I Final Insp. 't,) - Da - \ 1�)- aqa FLOORL CONTROL VALVE ----- SPRINKLER ALARM VALVE A66EMBLY I FIREMANS TEST VALVE WITH--- 3/4" TEST LINE IN WALL TO OUTSIDE OF BUILDING 6" AFF. PROVIDE. FLA5.TIC EWsRAVED LABEL PROVIDE LABEL WITH (P RED LETTER$ ON WHITE PLASTIC) "FIREMAN$ SPRINKLE TEST VALVE ABOVE" FOR CONTINUATION SEE SITE PLAN L NOTE TO ENGINEER: I PROVIDE HYDRAULIC CALCULATIONS WITH FLOW/FRES8URE AND Nor->Ee ON F,ipiNa PLAN. �� . I I -2 1 ,- TO CANOPY SPRINKLERS DRY PIPE VALVE WITH REQUIRED TRIM 4 AIR COMPRE55OR BUTTERFLY VALVE WITH TAMPER SWITCH h 4 TYPICAL CONTROL VAL VE. N.T.6. . ' . -i r �-.BAR JOIST -1 F � OR BEAM , HANGER I J1 I -- JL . I \ I \15RANCH LINE I I � ----Ix DROP NIPPLE - _---Ixl/2 RED. . � 1711 CEILIWZ �SFRINKLER . . I I � I I I I . . 1. LEGEND I . I . - F- FIRE MAIN . I I I I I � I — � SPRINKLER PIPING - * RECESSED . � . � . I PENDANT . � . � . � . .4 SIDEWALL 1 . - . .. . I I I . I 1. . . � 0 UPRIGHT I . I . SPRINKLER HEAD . SCHEDULE SPECIFICATIONS . . RECESSED I VIKING MICROMATIC MODEL M WITH MODEL E-1 CHROME ADJUSTABLE ESCUTCHEON I UPRIGHT I VIKING MICROMATIC: MODEL M PENDANT - - VIKING MICROMATIC MODEL M ' 610EWALL I I VIKING MICROMATIC MODEL M 1�� I NOTE: REFER TO SPECIFICATION FOP, FINISHES, ORIFIc,ES,I I TEMPERATURE RANGES. . . 0 ARCHITECTURE ," b �,, �:'-,'.; PLANNING , '. - I I ,,, NTERIOR DESIGN FIfRE -j -j F`fP,0TECTI0N NOTE5 . - ,f.�,,',g,, �, or,`,'�,,�8'r .'- , Z'4'�';O ��,I��`, ' I - . I 1. 4 . ' THE SPRINKLER SYSTEM $HALL BE PROVIDED IN ACCORDAN CE WITH THE __ �^�.111� "', . -?'�t'��', _'J',`_-'.,- -, . <�-��,,,,�,,�l,,,,�",i,�-.-r�I -11, - g , . ,;, ..." I , , , , � . . . . . 11 0�1111111.1;:::.,;, w ,�.-" I � �. REQUIREMENTS, OF NFFA-13, STATE AND LOCAL ORI-->INANCE6, AND ALL , , . z� �,i, I . �. A-, , . .,�� t �, , I 0"'. , AUTHORITIES HAVING JURISDICTION. �,.,� - �� I 01 I'll - 14 I., I , - � � 11 .. , "I I . flq?. 1, , ..... 0) � � - , , ��-, ..... ; , , , , 11. co -, ,� I , � � I I 2. PIPIW-i SIZED BY HYDRAULIC CALCULATION METHOr D NFFA i3 A11M . � � �� w I- ,-;� , 111��' . I J ....... I -1- ,, .. , "� z", 1� �, . �z��, . 3. ALL FIRE PROTECTION WORK SHALL MEET ALL OF THE REQUIREMENTS OF NFFA :-n--Dj ........ �Ll ,� . - �.-N, - - r AND LOCAL AND STATE AUTHORITIES HAVING JUR16r ->ICTION. ALL ...... * . I � .1 a ,, ii � , - I ... I ... � , , I - 6 IV . , 1 " MATERIALS, METHODS, AND DE51GN SHALL BE PER ErDITION OF NFPA 13 _J,�, j,z.,!1, j_`�', ...... . Z, , ��;` ,, , �, ��2; ii ,6"�-Mll - <,�,Z, I I'll ", -1i :>, 4,'� . . . . . . , REQUIRED BY LOCAL AND STATE AUTHORITIES HAVING J 4 URISDIcTIoN. r-LUSH � �,m� 1, ,R201, - -11 � c., ,,, " cl-,1 ,---,*" AND TEST SYSTEM IN ACCORDANCE WITH NFFA 13,24, AND LOCAL CODES. 0",�r� I , �� - -1-, �-, . 4; THEf, CONTRACTOR, SHALL SUBMIT A SET OF- INSTALLATION�46HOPo - DRAwiis *5,� 11 ;11, �Z�� . � " � 1:1 I >:,,,-', �,,� " W ��, U, AND CALCULATIONS FOR THE ','� .ENGINEERS REVIEW PRIOR TO CONSTRUCTION. � I 9 ';;;;',,, ".: - � ` �, ; ; - �-,� � 0 - ALL WOW TO BE COORDINATED WITH OTHER TRADES. S..11 ... . , ... . I 1 - 036-X1,1 � 1 ,'' . a ,,� I%% ..... , ., ., -., , I-' I . 5, SPRINKLER SYSTEM SHALL BE INSTALLED BY FIER60NNEL WHO WAVE vl-� , zo�,;�,, -1 - 04:,� � - ENGINEERING FACILITIES AND EXPERIENCE IN SUCH WORK AND WHO ARE ,,,,,-� I'm � .�: .... - . REGULARLY EMPLOYED TO DO SUCH WORK. . �. � a , 4 ... ... , - - ,�, ,�t - >�,',� I z, . "..- 7777--- � � "'. ��, <--li, to - ALL MATERIALS SHALL BE:OF APPROVED QUALITY AND THE WOW SHALL BE , I 7��,` � e;� .... - a n��11111111E,',', ........... . . . . . . . � " I'.., ;,.� "..i��,; . . . . . . . , 11,;",�, I DONE IN A THOROUGH AND WORKMANLIKE MANNER. THE WORK, MATERIALS AND ,� " 1 i-,:-,�,, 4'�"',�,, . ,,� - "' Z11-: 1'. TEST SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF NFFA �,; .... � .......... I'll - 1A Akir-) '7A i � I'll, � J'�., -- . � I . .. - I . . a ��' �, , I �X` - - " w�, -- " I 1. SPRINKLER HEADS SHALL. BE 1/2" ORIFICE. TYPE OF ORDINARY DEGREE �-�k`111 E - � Z,-� ......... <1,-21N , � : <t�., I- 1. � - - 7 ,�,��,., * ��,-�wz,. ED. I 0,,��,,,'i- "�, I - RATING EXCEPT WHERE EXCESSIVE TEMPERATURES ARE ANTICIPAT - - N Nit'T17-Ri--"P--5 , , � ""' - �,��, - � � . I - ,A-� - ,� � ... - I THESE LOCATIONS, HIGH TEMPERATURE WEAD6 SHALL BE INSTALLED— IN � � �'-', - - �, ' Lyman ,� ... ::�L"1-5:1-.F-'',-"5;-"�".�.- . ACCORDANCE- WITH NFFA 13. THE CONTRACTOR SHALL INDICATE SPRINKLER �- ,`,"."',il--&'�', 5-.'- ' � I TEMPERATURE RATING, ORIFICE SIZE AND, TYPE ON FINAL DRAWINGS. 1�.i 5, - ,f--.,� � � � - - ��M � �.� ��,1.1� � �.� ��,§ � I � � ............ "',e,rr'�"`� j:�`� Davidson . . . . . . — , , � , ,� - 1. 'SPRINKLER AND ESCUTCHEON TO BE CHROME PLATED. SPRINKLER HEADS TO ,.- I PENDENT DETAIL R . . . . . . �,,�;j,!!,,�'-.�� . ., ; ....... � "' - - - - - -, - -11 -nd , BE EQUIVALENT TO CENTRAL SPRINKLER 0. OR VIKING CO WITH9 FEr-P >-� , � .". T) n i T - . �� "I'll,'' -,-. � I - I - ", , �, — I .11.,.��.� I"', �� " �i �� - � , � � - " " " " . ". � ..... , , , ZATURE AS SHOWN ON LEGEND. , � - CHROME ESCUTCHEON5AND TYPEANO TEMPER 0. ,P� 1-1-Y 5 . I O�'. * 0 � . I I , e ..- .1 ... 11 ��'. , , , , �� ... � � � � 41, , , , , - ,, :,�`��.- 1 �z " . I . I'll. �� I, 1. I,- , - �, ."It" ... �1. 4� 2,,'-i .. ,� I ,-1. 8. COORDINATE EXACT LOCATION OF SPRINKLERS, PIPING, AND EQUIPMENT WITH �;;r4l,';"',*,��'��, I I'll . `�, � � �-rl;117` .. -. 5201 West Kennedy Blvd. . V) E41. '6 - �,t,',,�. , -, , -, , - , - , - , - , -' , . -, , -, , -1,-1, , - " , .. - �,,�:S,,.-�-' , ��,� , I CEILING, ELECTRICAL, MECHANICAL, AN[) STRUCTURAL COMPONENTS Of: . w ��,�,,, - "I'll � , -, In , � � Suite 501 , .1, -11 - �, - , �, � , , ", � � �� . I BUILDING. MAKE MODIFICATIONS WITHOUT ADDITIONAL COST TO THE OWNIER. 311-11 � ,, I - �-,;� - 0 11 -.;,,!,�,� " I arnpa, FL 33609 w r. �:7..`::-:, " ', "� -, -1-11, .. ` 1" , -, , -, V -11 ...... �,., - -- I ALL EXPOSED PIPING IN STOCK ROOM AND MEZZANINE SH LL BE ROUTED , � ... "�� j,, "! " . ABOVE THE BOTTOM OF JOIST. w 1.11,11, I . . . . . . L� I ` - � �2 - ... I � � !� I! , ,,,,, : i i ��,� -,-� p 11!j . z bl. � �. I, it I I i I . Z,,�. .,�� ,�, h: 813.288.9299 � k� � I . 0 ,�� ` 1`n--�,� . I � � �,�;,z � I ;I U I - - P 1 1 ��'��- I fx- 813.288.8046 1 I - . I I S. ALL MATERIAL SHALL BE UL LISTED OR FM APPROVED. I (L - �1� -- , I I I , I � , . . D " � -, momoocl , , . --4---- - - - - �� -- - .�'. I ,,, I 11 4 .. "/' -- --- - -- - r" - � . -1 -- -- T--j r ----I - --- -.--- --- . - . i - = --�, - ------ IFE-.7- C-1 - � �1 I ---- I i . I 10. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL SMOKE AND ". Y , N "K ,,, \ / , ,�� x . " /-, "M ,�� , ,, \,� /- , Q,� I 4�, N-1 � " " X// - <\ \ /, I V �---- ---f.--=-r--r---L . -- -- --- - -- - - �---1=---==T�--------- - z -- ---- =I--- --F / \ i I � w , �,-." - .- � * -V--- - ' =-�i- f �- T. - I 0 FIRE WALLS WHICH FIRE PROTECTION PIPING PENETRATES. FIRE Z�,I� I - � � I 5 - , -1� r * -, i ,,, \ 1\ e \ "',�. "" j I - I . - I— I, ; 4 , I , T M -- -77F- - +--7--1z "I - j I I i I � I , X, -\ - , . - / T -7� C - -- - � - -- T � !; i Ill 0:� , , �, / , I /\' (a \ 11�`\� \ --- - -- P ----' L. -- - --- -j L if , � , 1.\ V "I \\-/ \�,V X I � --- _- ----- E ;, . " - --- - -..-,. ----- - - �- ! 1� :3 11.. -�- z \\-, ,�, " 11 - � ===�� j =�jlL I - - L. PROTECTION PIPING SHALL BE 6MOKE/FIRE 6AFED IN AN APPROVE M NER I i \51 ��\,7 ,'� ,\\,�,Z\ \ / �,\ \\., i I - L I A �, // \ , / � >\, 0 , \ i I � i �==4 ` I F- Al 5 AN - x -- r1> AN -1 I � I . I I I' W - if� � Q 4�71`,Iw,�'*�, I ,� `� - 1) - ----,.- - ---------�-------T-- ---.- -- I i .1", ��,17.' ,� , , - ,�,�,,� � ----- I I �`�,��'. - - - ------11---- ---I------- I - -, - t, . -- N, , ,", - � fli�' '11, ---+-------- -------r- -- - --t�--- . � f W�iAi"�`,,,��'�l . , , H LE , F-71 'w�,,�'�r,r,"�,,,,,,,,,,,,"","�-,,,,,�,,,�,,,,�,,,,,,,,,,, \ / I ,�� \ V " , , N� I i I i i X 11,�.�---/�, I �,�, I I i ! I i WHEN PENETRATING WALLS AND FLOOR6. PROVIDE SLEEVES OR OTHER ,� X \ , , t, - I W -`�` 'I �-..` f -\\ -- " k - -1 � I i el., 1/� \ , , t �n . I �,, �, [�;�7'r , 4k-j--"/ , I A-1 * /-N\\ -F---- - . �,,, - , 1�. ".A5 1� , ,� . , �X� W��11`�-'1511"1111 , .., NW-WIL %, � ---L--J- APPROVED MEANS AND 6EAL OPENINGS IN WALLS, FLOOR$, AND PARTITION$ -, - 1, �, /�-/ - -'I" , / IN 0 �� . . �114�-11 -1. 1, " /, , 1 0 0 1 x "T. � ... I \\ �\ -\, 0/ - - * " -g.`,f'�,�` , % \\ . ? i I ,� , . � , , KK \N,�=--A.41 I � t 'I/ "I' ,�i ,Iz�� 1, "n �,,�,�L - R". I AMPA \\ /,' " � I , t , 0 1 * .-F4, * ; ! C mg�,,tll 11 ,-, 1,5� \ -�k"- - ,.,,, --��,, -Tf� - 1 7= 1 f- - - - � ��,, jj " . -, ,�',: � - 1 ,��7,�� . . . . . . . . . I .j �� .7 1, - I WALL, FLOOR OR CEILING, �,11�,',,�rr` -- ,�Vl/ I ,/ 1 -4- . . ,�k 1� -t-r--- �-�-- �:� -1. ',, � �, � �\ -\\ 11 F -I , - -- - - - - I � �, I , 11 \ - - �If' � IN 6UCHA MANNER AS TO MAINTAIN THE SMOKE AND FIRE RATING OF THAT �:,,,--, ' //\ %\ � / 111--1 ----f--=- . � -�] - , I 1 � ;-I--.--- - , I ,\ \ ' I - , i , .-, --, - R- *'I' F INS , \\ ; I Tf --� ; 11 r - F;---- -- - 4--- �- -- � I . -jN �� - -, -,-?, I I I / , 1� - -, R,-,.� T� COLU , � - 11��, I If - F-- . (.-� I � I-t! 1 1 �- lo, � I , � .. Ii ,\1 V��.,,, i - � . I .. I i I ." -,�, / I I � � - � it " . - ,(- - -- - 11 A 1\ /�,�,. `�-,, / k, -\, .- I -,, 'r 1 I- -1, -1 1 L --- - 11 L -- -- Ji it I I i ; R t , -r - ! � ju 1. I I ji I I S � -J�� \ I , , -/ 1�, I �� - - ---- - -f� - -- -- - ��,� -4"-,-- , "I I , , - 1! ^ --- f� I -w ... ... , � 0 " I . \ / \1 i// , z I, �j 11 ',�\ �N,� -\\ I , ---' - -1 1 J.. I L--jli I .11 I 1�,�el"1,1'1;-�- ?11-`0 '1�1-7`-`,�,-J, 11-1 �1-1 -�, - I -- - -4- -1 �t -� - � -, --� � � - - Jj - -`-_�,, ��-, - - - 1 - � Il. SPACING OF SPRINKLER HEADS. THE SPACING AND SIZES OF FIFES SHALL �, N�, ,�,\ z,','\ -- - -... - -, --�- - --.--- -- 7 I , �i -- , " .�� - I I , - . , z \ `�, " �// I I I � t L-- j -L-j I ... I �, 2� S CONFORM TO THE REQUIREMENTS OF NFPA 13. SPRINKLERS SHALL BE WITHIN t " I � ,Z� 7-1, ---L�-� ---- L� � ---- - - -E,- --'- It 2,\ . " - - - ---.- - . I //-�, \ ,\ �,',,,\ 1\ L-t] Ij -- I - , ,� 1,1\ ,., ^, '�,,, 11 �\ - - "', / \ / - I 4 � -a- L - I-J L-jJ � 11-1 " 1� - 1� " ---?� ' \ 1\ � F\ I - - \ �, 'zkl�, / ./ t 611 -, ,-- �,\ "�11, 11 I I N131 A'�,, " N \", �/K , " -, - , � - —, ----!---- � It 4 t I � I I , =5 I- I I 1* - , /, " -, I ", � 0 - � " I — I - —T — � , , , . \ -1 -.---t-- - `-��, , -/ `� V .", - \ , " -�\, - i I 11 _e i 4 " -�, ,,,,, � ----+--- 1. - - L -----+- -,------�---- -- I" OF CENTER OF -TILE. PROVIDE SWING JOINT IF RrEQUIRED, TO-- I "( "I "F, \ - " I � , 0 i ----------r--- I .., T= I SH THIS. SPRINKLERS SHALL BE AT LEAST ro" FROM ANY CEILING ,��`�-, */ �',,, -� , N, ^ ,� 1� I f I * . 0 0 ,�,// \ , . I I * , i , , \ , ,�\ N\, � " \ / \\ , I t . 3 I ; L I'll 0 ACCOMPLI, \,/ .,L\ �,] . 11 --� I I � ii 1 , �, -----i Ir I, -1 " V \ --,-- ,�— -----T----,--! -- I I I V �, I t ----- — — F�� - - I -,� -- .. - . � - � I " , 11-1"� , � 1.11 I F----j, F -� - r - - �- � �, I i I ,,� , ,�-7- - " , �, 11�1 `�, // -, \ ,rN, ,� I I i --�---�--- I , ---r-7�-', 1 I FIXTURE. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF SPRIN . 1,�� , , if ---�--- F I d *-K '1\1-111 \ ." I i I it i I lz� , , / \ 1�'. �, \ , i t ii 1. \ I ��z 4 I KLER -,= ;1 ! I �� I RAWINGS, - / \ � "' "�,,,, /I - --- ----A,-- L=4-�-�azi:-==- ----::.:r -,--r ---, - z �-, --t � I i � I \ I �/ � i � i I I �1\ I ,i [L - I I - -- - -L - - �=� �`- ---------4-4- . , \�-\, ,1-,-/y,t// ,�"\ ,�,\,\ � V, / i 0 HEA05AND PIPING WITH THE LIGHTING AND AIR DISTR15UTION D -k - - ,e - 11 >, ./, ,� � -L,--7:-,, I- � i �-T -- - - r -'-'-- .- ,-,- : - � �� I i i -1 " ; , I 11� �� . - I I . - -- I I , / , , / ", " ",X! �y -- -- ILL M) I f --- 4 1 r�\7 � =:-=f - . L-- �, I BLACK STEEL PIPE AND �', I r- 11 - � � i N ��// \ // ----�- -- - -=,I-- ----, 1--= I, � ------!------ - " - i , * >\\1 , 1� - % , I I BE SCHEDULE 40 ,�, ,��\ - - " / " \-/, � � ---j --- i=== it I H i1 I I k 1, / ", �, ,4 i� ", (( ==.=�z - 1 -4 J- -- 1 - ! 1 'i -, 11 , - a 1, " '� '� \' '*[7 \\ ///\, I � ,I I- - I = : 417--1 T �f ='-� = F7- --I- - T -- - r- 11 1 1 1 \1 1. ,/;�"\,,�, `�� - , I L� j =;= = 12. PIPING, SPRINKLER PIPING SHALL "-,\ ", j . r �-! -- �---A -- --- - . e "\ 1�� I/' X I a - 1, - ,, -i- ( i . I- � - �\ . i � I I "'... 1� I - 1\\� , -� `�, � ,,, / \ \1 \1 � I I 0 �J If 14-i I . " �71 4-;= !- _; I I M 61ZE 16 ONE INCH. �, \ � ---- -- IGS CONFORMING TO ASTM A-120-5F7. MINIMU I ,ep, " L/- - - - - .4- �- � - J - - V-2\11- �--, I I FITTIN , ,X/ 1, ,11 I i I j 0 I I . QUAL TO ALLIED X-L PIPE WITH 11 � 1, I— - ----.-- -?,,--- -----,----- -----. ------1r- --- $ , � . � I -- - ---, -------,I _J -- ;; --"---- I - ------ It- ,-� r if! I 11'. --l-r-t- - [-----� if, ---- --- .. --� I— � � - - ` //" \ . "\ , I - I- ;, t -'] , I * --- \ ,,��. , , '�1-11�1, 1 ,---4--- — i � " -,, .,,� /;�� 1-��, / \ � i I I BRANCH LINES TO BE SCHEDULE 40 OR E ,�,\ � \� / , , , 'Al ''I i I I il I . -L.,-.--- THREADED FITTINGS OR THINWALL PIPES WITH WELDED OUTLETS AND GROOVED - - " , , � r 1I I F 0 F -i i . 1 14 i . . � " �, , ,>-.,, �, x, I i I I �---- I I �1111' I 1 1 /1, , , G". , � - -- -- — -- — � I R , , " I - . — �, x�,, I - / � L-- , - �k I,/ \ \/ \,, - . -- - ----� ----! =� ----*-- ! , , - �--',,� - -!+i4 i FITTIWG6, I" - 2" FIRE SHALL HAVE SCREWED FITTINGS. 2-1/4" - 411 X� IN F- -- 4�� IL ---- " ---- 1- w - L-Lff - I'-, : ,,��I , `,V , ,-,, 7 , ! i f- - 1:� - � - ---I - 1 . I i I ---T-- �- . 1 1,14 t i. f PIPE SHALL HAVE GROOVED COUPLINGS. SCHEDULE 5 PIPE 15 NOT ALLOWED. ,,, / " AN, /��% `�\% //, I I I I I I - - . 1 14 1 �` - z\-T-2�-," -,\ ,/'� - -- - -- - = - --- , � .I?- -i , " 1. -7 -� - 11, - � , � ,,, % ,1�1 � i, - - -1.1 --1'1---T-- ---- h- ----I -- �ir- -I 1 - I ---- , - �� i 4 i L-' 1 ! J . [ I , " CROSS MAIN6, TO BE THINWALL PIPE WITH GROOVED FITTINGS. ALL EXPOSED 11, � ? — - = ----t-�l - ._,::r_ - - I Z ---:-L---,-:: i ------ T--..---+, -1 ,--4-,-," --- -- r . . I =::�:,-L - - -- - - - - - - - - - I 111�11 1��, -- F.- - -I- -- - -1 - - ----j--_1 - � - - . .1- I � r ` - �i I . - =- -i---- I i 11 \ I � I , � " - .1 I , � i I I - � ,\ I . -- --- ------ ----- - --&�L- �� I I /� ,. I � � � '� �\< "' \ �, � 11 I L11- _ Dr� 1i f- - -, -3� --T----r---- I I i- I I i I f I I - / \, -t`-T----Tr- T , , - -,:p _-_ f - F- --��--f- - .- . L 1 , I -- ___j I i \,/ - �' " f I �� i FIPIWG SHALL BE FAINTED -IN CONFORMANCE WITH ANSI A13.1. '1�1 , , ;d I 1. 4 �---�-- ... - -L ---- f --- --- , � '-- --.-,- - �:�--- 2 I T -- --- - " � f- - I � T 0 1 i ----j- 0 - -'- 41, -, .-t---i-2,1 -F- , y ��, 'r-f -- " I I / , j� .T 0 1 j::_ -----t- - - - ---t_11::I -=------=-, ==- ---T----.--:-�- — , i � I � I ,-�< ,\\ '* 11 1i � . i . I '. 13, PIPE SUPPORTS, HANGER$, CLAMPS, RODS AND OTHER ACCESSORIES. SHALL I/ -\ \ . i i Tw I 1 - 1 11 I � � , --"----&- - ---.--- --- — ---- . - I - . I , 1 *,.,- I ,---- I----- -- --- ---- ! : 1 1 . ---,-- I - - -----i��- -- � -- --- - --L-J,�- � - - BE OF AN APPROVED TYPE AND INSUFFICIENT NUMBER TO FROPE Y U T \1 x .. 11, 0 1 i I f 'I �- -- - ,-i ,,, ---- I—- ----�i�-- --------I, I - - I PIL 5 PPOR . I I I / I I . , i - i " ALL FIFINGSHALL..15E.FURN16HED. AND� INST I-, / " f ------I. � I i I , � i I I \ , I I i . I I i� i . . . J� t ; - I I � - - I I i , ALLED- PIPING 5HALL.BE - \ .��< y - --T. ��-n- , , , \ ,x I , 0 \ 1,\ - I= &=---4 . - --T - � L= - -----.. 11 I I � --- ,=:4----A ---.--- --� � - I I I I 1\ , . 1 ��- i -- ( . . -.-- J- SL �, �-7 ; � , I - 11-7 --t-, --ti, I I ,,-, SUPPORTED BY ROUND WROUGHT U-TYPE APPROVED ADJUSTABLE HANGERS. \ \ X -4 - - // -�\ -'I\ \ I .-L --�- - . - r - 1 1 1 - I -- - 1- - -- -. I , ��l - ----r 1-1 1. --- , I 1. , . I I � � 5 1 f - � - -r- -I I N - - I -- - - t , . I . 11 t I _ r � - I I . ,I�11, I I I-) ! : ! 1 ! I .1 ---- i --- f J" - �- I I ---- - . -I ; - - - -- =-=p - -- - -r - F I � �. � D TO COMPLY : 1, A F = t F 4 ---� �- � t- 1i , I i I 1, I , \ ',�k, %,� t t I , I --- - --1---ir-, -- - . . . . . - - , I I , -- -- ---�---= -]��-zn---Az-:r,---=:�--:L--= ±-=r=-�=I= -=7---J I- "�, / , I >, \/ ��:�-t�� - - - =:-----j,L -- -r- - - - - -Ir 11 I ! ! PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS As Rr=QUIRE - r -:F � -----1-!�---:--=' = , -t-�t I i i ! I � - = = - ,= �� = =.:::� , H 4 r ,- , , I ,;- i - :� = =j= L -- -- - -- - -- -, - ---I-,-- - . f, I � WITH NFFA 13. HANG TO TOP CORD OF BAR JOIST ONLY. PROVIDE ANY uj�I,�g� ... ""� ,./�K I - -It - I 1, I =: IF i- L-�-- - , , -j I I I I - ,- -�� -, .j 4 - - I- - - -Ll- - -i I - "L..-I - , , - , I? i A - 1 ii / , I I i I '��-�-` , .. ,�� I - - --r--- ---, -, 1 - "I , -1 F71 I � ul.`�'�',-�� , / `�11 L4 1 A_. ,/1 . - ;��-,41i.l � � -- t-t ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFFA 13 AND LOCAL CODES A;��. I ----,T� , , \\ I!t-/ / �` * I 0 1 1 0 .. " 4 - -,`w,�-, , '1� � 0 * 7, �� -�, - - , I � i I I . �-,."��;',�,�,'�--,--,-;-- � \ I --- i 0 i A , +-. I ! � , ',.,",� - , / ,�� ,,�---r ---- .-I-- - ,w i--�A\,/ - ---- I r I - I ", , -- C L �ii-I-L-AL- I I t � :2= f " , \\ , Z/ - , v ---& rr I ��2i � �� if � , I I I . I V2i.il 1, i I I 1 < i &�,7t g ,�' , - . I r I - WITHOUT ADDITIONAL COST TO OWNER HAN63ERS HAVE NOT BEEN SHOWN FOR X -'��',��, - /", - // \ \ - I i --4,-- . � m i f ! I! I ,;�- " - --- ---- --- =�-1-1� I - e * I -- I. - \ 11 \ �� . ----J----- I �- - ---- --f- I , -J� �i` !L;zw*�--�)�,,�,'��Z.,--;t,i ' - � ------tT�i g == - '--'- - -i---4. -T-r"11 � " -- I - I. - I \ k r I I �-- - - I I I � . I � ,r--" - i - , I � `� =,,��2`111'1 I I '\ I i 11 11 0 � T, I 11 . I I t z I , - ,� a. �'- Y, � �< \ �`-'rll�- i CLARITY.--: --� -,., -1- 11- , 'I, I \ 1, \ -1 . I " j � i, I i ;I i ; 2 i I f , r � � I I -- I - -- -----,f I I I I I I � I I 11 � x" - L -- --- --,---, � .- � I q � I L �: - I � I I I :.,.�'�-;"',`,J��- ' -Lt--J I----.-,- - -1 I IL i I I ,!�, I x, - -- � � ''''' ' � , - �� -- , J - I ------ .. I , 14, , AL WORK O'BE -TESTED AT & Fel ' ' � 2 44 11 , , - X - i I - = - IL - L 'T - ' \ X \ � 11� -711-, -- -- -- - -4--- - I I , . \ \ - I . � --- �� T I 1 4-1 1 1 FOR OUR6. �TEST TO BE WITNESSED w �1�`--� -6�4 .17 M L --- ��,j 0 -/ 7 , - -, _V-1 - - --7------ --T � 0 - -1 I 11 .a� 1� - - F I � I t I f 1, . I F - -, i I , i - I , I i . V 11 .L --,,�L��,z��,��,�-.,,,i,...-.--- 1, " " ----,T�= - ---� -- -4- - 11 — ---I . , , . I, , i I I i I �� I- -- ga - - ,It I --- - I k i t . I � I 1,1 I ------" =�7=tm�r= - - - - - - -- - - --- -----+-----+`14----+ --- 7--- '� I - � - 0 ", -i� , � , , - ---- i--4- ----- - I -- 4 - i 11 i � - "�; C2.94 K - --� T 4 -- I - - --- -1 - T 1- F - - -'I-'- - - - - r - - -- ---I-- - - - -I - -I -, , I I I -,-5Y-FIRE INSPECTOR CALL, ' W*.* --, x F +' i-i -- . I , , � I ,,--,, ., / , A-11 2 --t -= � _-_4_-. I , ,L---�--- � , I � eyOUR6 -IN ADVANCE TO SCHEDULE TEST. , I -11;- L� I \ i i�, --F,---"--- F I I ��I 1 --"7-- . = 4 rF��- �� = -- -,,,-. - ---- - I 11 I I , 117— I I - - - I I I . ,,, z .1 )( I . I i —,z 1 I - 1 -- -- r I i i � . � "' I - - ,- -- - - I I 1� - L�, - - I", � - � -- . 1, 1, - %114 � I . � 1 -4 i I - N ,4-1 K . �,--, 'X� -;�, - - , IS— t i 1, � __j , -.,,e,- \ F I =L4 - IL 1 � ��V - I " I- i- ,-,---,L X I I � , , , ONCEALED WHEREVER POSSIBLE, ABOVE 5' . 1, � 1^j - " -- - - ---- I - ------4-- . - I W3 TO BE >-,�, ,, --I --- F-1 ; �-- ,I--- - 1 .-�� I - - � Z�� " ,- '\\- , !I 1 , I , i i i -A ---!�- - - -, -"-*I-- - --T -I-- -- T = F- � � 11 I 1. 11 I . - - - - I � -j- ;L �'-- 1� In --� I � F - - � I .11 , L - -j. t I �, � 1 F -----.L I I Ill 15. SPRINKLER PIPI I ,I �� -"-""-, - I � - - -1 -j I -L . � i I , It a - I i I * , � /'�� 1 1 FINISH CEILING- - I -Y-11-�� . \, ", "', 1��, / i I I * I 0 1z . I - i "k, I'll ---I-- ---- I I - i F-- -- 1 i i I 1 1" I,`,� I I i N.,,��--, . \ 1'\ \ I I I - r--.— I — — I � � I - i ,,, I n 0 i i i,U) I /0 I " � I I/ -I - q--9t , --------f---— �-4-� - � Z-�.-:"-� r i I i-- —F-71 I f-- It- -:,�L I , u " . � � � a I . ; . 1 , I �--f '41 � Iro. COORDINATE THE LOCATION OF ALL INSPECTORS TEST VALVES AND RUN TO ,?a-, '.. � -I- * 1 ! . , , X -----I---- -T��--! j - --- F -11 I Oil/ U , _j 0-` \ ck- ,,7 1 / ", I "I -- I 11 - < , I // ; it i . \I I 11 ,E i - \ I , i I .1 I � i , 1 1 1 j i I - Lj .., I ; j 1 J I i 11 \ I �j I , I . I � I i I I \ / \, L-4 i I=- � ..---- - - I �� If - - - L---- ---4- - --....-- . I - , i . I I � . 0,---,��---;, -4c � fi - , - I - -- - --- - j 1 j, \ � 1- - r, - -- -_ --- I � - XX I I -1-16— ------ j - - I � i � EXTERIOR. PROVIDE AND INSTALL ACCESS PANELS A 1.1 , ` .L--- . . I \ T I - *I- e 1 - ,I- - -1 -- - I-,--- I i -- 77' 1 6 REQU RED , , ,�O\\., , 1 1 1 ,,- -if - - - , � k �F - 1- -1 ; I T - - - - :�q- - 7- -- - ,---T* I 1 " I i r I w/ ', \ , �- � , , - - I -�� I , i I � ., - /:� C.1,-11 -- i IIt- - -� +-�E�� ---L-L--1-- � � --- I I i I I'., ir, , I W�";'i--e:,�- 11 . I . -----i--�i---=f=�- 11 I , - I \ /`�, i I I - =1-1- , -Al -�-T - -L 1--L- I - �L�-- i , \ lk, � ==q======-i--=-==j= r-=�=== - .;-- - " I I - - - �! 7--IMI-�T-M - Z�!�4f -�-----+- 11 11 I 021,7- " - / 11 �� " i , I i I - -Jk- � ; f - - I I i Ir- I I I � 1 J4 1 � I r--- �- �--�-- - 11 -j-k-+= �--- CE WITH NFFA-24 Yl�" -, - , , , , i - it 5 1 1 `,`, , "I 1 7 ,,� � �y ! ! � I . � N, ` -, -L I I � - -If- - - I FE TO W�,�,�,,�,,,, ,,, - ,� � 11 i ! ,,,,�r-,-t, - - -i -LI-- I f-----i-.�---L- j--,L4----I--I[-,-----,�__;,__._I_i ---JL�,- - - I--+--- I -- ! i M "�74N,,,�`-�"--,r --"�� -- -�� "I � � , I --i- --If- -I-- :,= 1�1 I 01 1 . 11. ALL UNDERGROUND WORK SHALL BE PERFORMED IN ACC`ORDAN' /. , NN'�-� I,/ I ;-I � � - ; -��-- - ---,� REQUIREMENTS BY A STATE LICENSED CONTRACTOR UNDERGROUND PI .,�,`k �,-,� 3 -+-- --r" i PVC DR-14 WITH MECHANICAL JOINT FITTINGS, RESTRAINED PER NFPA -- - i il I 1 0 ! 0 . 0 � I I * . , . �� i . / I . t i * if I I 0 ,r,�,�- . , !�� 1 1 / \'11, />'� L I 11 I I i I --t I i I I BE ,�, ��,-�,,';�,,-;� I � \ ,� I . L.- -- - -- - --,-- i * L -- I—- "" -- -- �-- I 1 ! 11 REQUIREMENTS. -i ` ',',�,L� , I,------ --- -- - -,--- - - . I I , C'� N. , 1 It -1 -------T----- I 11 j I --L.,.- 1, I ---,-,- r��-- 1---F------ � . THE WORK $HALL BE IN ACCORDANCE WITH THE �- , "' " [ , 1 1 1 / I \ �\�� i 1 -- I �- ------4=--j,-- I----- J �* t ----!- --�. = . . � ��,,-,.�M IIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111 i . i I . I 11 -, ? \ \ � 11-4 I i t I i ! I I REQUIREMENTS, OF: THE- AUTHORITY HAVING: -,T�-p�'---x,,,' ! - 0 - " \ i 8 I I I � , JURISDICTIONL CONTRACTOR.16 0 , /,\ -V - /" i ! 1 ---.- - .---- I ---] 11 .. . . . . . . - - -- L- I I I I � �� -�,�.�- . - -1 I ---j1L---jj I I i 0 I � . - ------- - � 11 I --- ---.--- I Z'�'-';�,�,,��',,,,�.�.,,�,��-�,-.�,�,,,-,,��-,,�,",,,, \ �,� 11 1 1 . -.r-F F- 4--vi 1 - ,-- I i i � . �Z,;�S',3,�:�,;,. L Li , .. -1 - i . I RESPONSIBLE TO LEAVE To NATURAL STATE ALL AREAS AFFECTED BY - L� 1 . -7- - F 4i- - - 1 I - ,'- -- -1, I r - - -:7 - - - - ! ,-, � F, i . . I- "' ,,, z I T - I - - -1� - -- -- -- - - - - , - -- -: .,.7,-j ! G��---,,,--�,�Ic",�;,�1,11,�;�l:_,-�. I F I, . � 1, I i I 11 , R, 'r ; -,--- I � I I I =T--, ... . k��-i= --�- -'=- -4��--ii, -----L -- ' ,---,__ �,_____ ---- - - I . L� \ �z ,"F EXCAVATION AND INSTALLATION OF NEW FIRE MAIN. . . . --ij-L�--- , - Q�- - - - : -- - 7 4 - -� - ---,I---- -1--IF -- -:77::� ---- : - I --- - - � - - -- �E'E-�:--- q� L I— ' �--- -- " 1!--- 4 L \ - - 4L- -, " i - - if I - --t - - - - - - - - - -; = :_ —7- = - = ,� 4. -- �---t`- . 4, T - �-- � � � - T - - -.-- I I I - I- --;Z= - - - - -- -- - - ij�--, --- i - -- I I ! 1 I 2i � p - . I I� - _ 4 �j I ! �- ,,,. . I � - I ! ! 1 � f i I I � , I i i i . --4-- � I I � � � I I I 16. ALL TRAPPED AREAS TO BE PROVIDED WITH LOW POINT DRAINS, AS REQUIRED - - -----� /2\ - - - --.. i 4 i- I L - -j-1 -- i ,[ / I gi-;�) I 0 - ---,r i � I --- �j�41-- � ---- —L--6 I LJ-i�,-L�4 —I - I - I I I.:, ,rv,,,�, ? I i - Ir I . f--1 -- ----- ----------- - -----L11--- - ---- - -13 - -�-. . - . . r —1 I V--1 ----�, I I �- � i F��7--- -- If / * - �� -1 I I i I I BY NFFA - DRAINS TO BE P GLOBE VALVE WITH NIPPLE AND CAf . E,��? "':,"', ---�� i I it ��,� i I iL . I il i --I I . I � - , I 1 I I i � ., L- I � I I I i I , -Ml - .. jL-11 � � 0 0 1 +-f, I I il f ; . 4 �--- I i . - ! 1 � L` � - ----- I � --- - ---- - .-J.- � I— - I , � I i i I I-— - -- -----6=jL-. 1 ---- I i IL ,`,�'�-"��.,- t,,-,.,� . - I ------T--- -- �A- ---r FOR FLUSHING PURPOSES., ' "! A3 Fl; F1 : I - L--- 1 INSTALL SIGNS AS REQUIRED. PROVIDED CAPS AT T44E END OF EACH MAIN --",,�� - - --- - < �� " I I I F* . " . � . 0 - * I -* I - I I . , , ------ --,----T ------ --.------1 - - -7 C=-TE--- I --1; - - I i I I i I i�� t . - I - ,- - - - r, f i i ; i I 11 i . 11 - ,- . z�,,*�,,,�';��,,��,,��,�i�'.-f,',�,�,.,,. � 11 I I .h---- -- - = - I- - I I � � � 11 I i I - i t -- �- f - 4 7 ,-4------,- -- --- � -- ---- -i I ''' � - -'�,�,',� -,. . ? ; I - t . ." , , --T--- �� 113. TAM - , �, - - - ----,---, � -- -"- - H! ------ I --j! 0 0��`�,'�. �;,,,�� . --- ---" -------7---- —, t I .- F ,-,=-T rr F --- - 11 PER SWITCHE6'AND FL��o�u')'�5LUITC,HEE,'SHAL'L�6f�'CONNECTED FOR --,,- - - ll! 0 0 � - - -1 I - ,- I � 4 F----N-----11I 111�--- i I L -- I 1, . I i I -- � , ,� i I . k- i i "I i j � : 1 I I i- - -I !- - - -�[--, ff -` " 1 --- 4--=:�z=4=` L7-:,- I I F i 4 11, � I. -I. I : t I � F i I =J::��:= 11 -- =:ql -I I � it . 1 1 1 . ,SUPERVISION AND ALARM TO THE FIRE ALARM PANEL" I - 1 -4-�- 7�� —. =.f-----A --- 4— --- -1�-- i I � i 1� . I I I 0 ,,� �� Z�� ----JT --- r --f . - . -, ' ' � I. I I I . -1. �-- --d,+--g--:f- k, --- ,'�`. -+,,,-,,-,,"-. -, -L Fz=--,=- i -��-T--:'---- ----�--- � - ------- ;-----4 --- 4--4-- = j * - . I-_ =--!�-4--, -..�46 7- -�- �-- - i . , . PROVIDE NECE65ARY I r-\ - N, 'I- -,' ! I i ii� - -I- � - - --I i i- - I L- - =11-I.- J - - - .L ELECTRICAL WIRING.',CCINNECTIONS FROM SWITCHES TO . ' I� I 13 I 4 , -- - - - Fl= = -9 t 14 * ui.',�',',,'.�--',',,,'��z��,�c-�-,�-51,i.",.-�,,,��-'�,� . ��l IF ;- ji -1 1 1 . z I -k I- - - -1 LL - - I� , - -- -1 I � , - ----d -:�� - - - I I .jr- � e -i I ---L-!n--2L= :�=L --i ,u-1--j i 4 A -i 1, I i -, - � I I I I . FIRE -ALARM PANEL BY -i��,-'��,�;,-�.,',�'�,�,,,,-,-�- - . 4 — --- -- — i I � . 0 ��'�....';��", ' "',4�" """. j �--- I � r=I — � - x ,'g- -, g,�'-,-��-, i I ; -- ---I-- --t t 1 1 ! I i I i F-- , i � � — � - I --- i. 11 I I I 1 11 ;1 I . - . . � 11.'��_-120`? ��.��',� - 11 11 jil t f I � -- -T ------- 7- r-,- ==� �� '�,� ?U`�,� ,E -. , I r - �i- F�� --- ---�------1,r-- --r-- - i . . - �,M.',_ - 1- - - 1 I -- - I I -, T i 0 I i ADT. THOROUGHLY REVIEW FINAL -E, MOUNTING H ( HT AN �, � V , - 1 -- =4 ----- - -- ---= I I I t I I I LOCATION, TYf E 6 b , � 11 F I - F- - CONTROL -OF -ALL -DEACIECx PRIOR TO R IN - ---- ---' - ,�- ,�, � , i� -11 -- i N t I - - � " w- ---- I-- 11 1! ----I! L - t i I- - i 1, � * 4--- ! F-L7�1 �4� --� 4-- --- L=====j - --'' . � � --- A� �-- - I -� -1 - - I I 11 �1 I I --;-�------g `��,,,��-,---�,,�,,�, I , �� -I . Z-,,-,�,g �,.- ��:-- --I ; 0 - * i - I -T- --�t - - , -, � �� ,�-, . I i 1 o * i � , t - � , ----,----, � �, --� I I I . . I i i 0 i j I . '. � ( . � -Mm'�,,', 11 -A ------A 0 [ I # � I . ------F-- 0 1 i 9 I i 0 - - I L�jj j ----I�.J --- --I �- -- , i I rj 20, THE STORE SHALL BE PROTECTED BY A WET PIPE SPRINKLER SYSTEM f---, I , i ------I-- i -----1- --4----- J I I -�--, i ( - � �- , � I I I .,�, , , -- -- I if 'I -,�2i' -�� - --r- 4z--t-- f�=-pl -A ,- -1 z- AND THE CANOPY SHALL BE PROTECTED BY EITHE - EZE ,% -5�., '� ---,----, . ; --1--------- --i� � -f�� ,------ -- - F--,--- 1 4 - -,-- ..- -, ,,-- I 4 I � I� 13 - I - F - -.�F- -1�' �---- . . i I - , . .0�� I I. e . ---I , ----4-1 - -I? . ---� --- 1 - ,.� � �,' "i , . ; i , i � r-i lu;l�-.11,��'I'�"""-�-i�,'�---�-�.1-��,�z�,lr-,_��.1-� , - r I -1 , j 7, r- - I z --- 14--T-1 I , i - I 1 * I I I � SYSTEM OR A DRY PIPE SYSTEM A$ APPROVED BY ALL LOCAL () , ", 4c I i i F I `% -0 - -1- - i . - -4 PAN ANTI FRE ,�'� - , L "I r. I p".- i fi 'y I - 71, !1 I I f �-\ 7/ 1 � i - F 1 F: , ! L-Lj -4- 1 , I 0. , ' F 1 , i I Ifin -----! I I - --- -" , 1, � � - , i . =j=- i-�J=- -,- _r_ ' - =In-=,=- -- - \� I I I :M,- ",-",";`�," i I , 9 � : --I- -4- --- -- -- -- � AUTHO11RITIES, IF AN ANTI -FREEZE SYSTEM Is EMPLOYED, LOCATE AND " '��,,.�'i,',-,-,- -- [ I 1w 1, - n I 1 t ; - I \ I i �—,, -f- L.- I , 7 - , --T- - -- I �--, , , , if i \ � . 11 - � lj�j-1 I 11 � -t - � -- - -� ".,:, . , � -r L- - - -- - -ii i a I I - -j 1 . . i , - F,, _j ;-JL-Lj� --�L-j I ; - I z . 1�-), 'It - - �141!.! 11 L L I -'11. 1�4�1��, --=- I - I - 0--27- pffl�'-"��'.,,i I 9! 0 Cc - LL i I + - - --- ---- -- I . . I I I CIO — I -� . �, ------- --- /. e - I I GURE IT 80 THAT IT WILL NOT QUIRE FILLING THE Y TEM ij ,�� _--- . ,-;I --- f��- -----7;= �----- --------�---1 -- ---- f I-— f RE 6 6 0�;,�;11'11,.. -�. ,,,� I I - � - - - -- �, — tj ; I r--------1.i � I .- . - I,----T� -- - ---- - -- - T ---- -- -- ------ i !j � r— i -- if -I 11 0 cq 0 1 I 1, R 1 -4 � ��,��,,i,,,�,,�,�,--,--,,-,-,-�.�-,��,�,-.,� i - ,I I I "I , --'i'l.k" . . .- I � I 1� I it 1 ii i I - , ,,.�g, !Hi 11 L 1- ��___j IL--- L- 11 i 11 � it Iii I I -R D 12."E, ;��L . -- ii - - 11 i ----i,'L��- - --- L�'j - --- L�, FL.- f===n==j fj� - A50VE THE SALES AREA CEILING. If A DRY SYSTEM Is USED, f OVI E - - to .j . - - -.--- - -- 1 � � I ALL REQUIRED ACCE56ORI w��"-,�,�""�1,1��,�'IM'.,"��,'�". I .S �L`_""'-_��...""�L .1 � I i .; -- ; � � - �,�, ,`,,� --,-,----- r - -� - 1 0 -- 0 I I -- � � + ES, INCLUDING BUT NOT LIMITED TO _ LL I - j I 1 y-------------+----- i 0 T - t _ -46=�A ------ _,___ , """ L i _ - ; * 1i -T . x ,�., �', _ , a . I 1 1 . � I., ;! I f I " L� __ , � , . i ; -------- 11 T , I * � I 0 , - +1---- t : I t 0 it I 0 1 . I I , i 11 !;I 1 � , I 1 1 SYSTEM PRESSURE SWITCH LOWAIRALA ,GU E , IN , uj,'"i -A N",�`," --- =.,=- r-- - i K- =, -a-, I - I � . I I .1 I -- - I - - 1 I - -4 ,--- -- - 1 f ,--- , -i -r- - I --- —,-- - -- -t=-1r--,� -- --��r----- ;F- - - I U, . "I ------�------ -- = :�= I =1� - - - f i I RM AG 5 DRA 5 AND A ,,, I �.,-- 9 t �--- -- f=q� -N �,� R"," , lu 6 ' ; q I 1 it i -F----h--1-T-- i I-, - ii � I 1 1 I—- I 3 '. I : I I ��j-` k---.4.--,-----�--------L------�-,�.---j i ,I t j :,:��-:-_:^: tF-4 I 0 3 AIR COMPRES60k - 9 � . - i t i i I ;I f i i � , 1. � a 0.1-ill-I 1"x' 'n L !, : I- - - -- � ===-- I- - ,� I i g-,j I i I I w c I , --?------ -- � - - - - - - .- ---L-7 � . - I I j; 1 i I ;; 0 j f I . 0 0 —.----, 1,1 ----- - --+ - - - L -- - -- L - . 0 LW 4 - " :,- - +, il/ 1, L!- I A + - ---t I i.- WgRE1 � i I - L I - - - -,-- -- , --,-- --- -71 --r,-,- 11 . I , I L . I . 4 �Li ! EfF Z�- = --- ,-:A t I -- i ---------*-,-,- I----- - -1=t4=-� , -r-=-j-z- I I I ! I . "`rI`-4= I I .—j+-1-1--- --L-q- ---== L ±`--F-'--`7 Nl:, - I --j t i I � . L-j -- - - JI I I I it i -- F.- -1 -- -- i [--- I �i,,16`1'1 ,--,� . I ! !! i � -1 t j - 9 i �, 21, PROVIDE TEST DATA AFTER SYSTEM INSTALLATION. �- =�� I I it I -� L , � I -- -1--r _ Vm - 3 ) 1 1 O�, F- U., i i - I --i- -J I --� I ----, � --L - -.-- --- 1--u-1--i ----.- � I . I / I ?- - --T - -- -- - - -- - -- - -T- - - - -- - -- --- -- - -: f � , - -11 -V - 11 ...... . 1.1 --- 7 -z=T--------. ---- ------- ----1,----- . I r � � -� i il F I ! r-- r-] -- -------__j - 1- , - if i- ,III L I i I ----,-I --"- I -, � ---- F7 � --- -- --- .. - I t 1 22. THE FIRE PROTECTION CONTRACTOR Z�l - 4 � i h I 9 -7j 4 I --, f IT . " I I I I F c) � V, , c -1 L-j �-- - ------ i --- -J -ft J L M . i f SHALL .BE RB-6PON515LE FOR , I I -1'-'---,; I--------------- � , L ------ L�= -.-- --" I F . I i -+ - - - L (O e 40 . i 4 i j - 'I" 1=7-� 1 - -====:z!.- L� --- ----,- t-4=�. - .3 - -11 ----�-�- �-t � I Y--------------- I I I -----T--*----, ---T--- . ---'-'--T COMMUNICATIONS WITH THE PROPERTY OWNER'&, PERSONNEL: TO f;?J---V Eu) 11 . I z It I 0 i - 0 *+ 0 1 �- , 1--- 1 i $ � f ," ". � V I 1 it i i I 1 1 0 il , I !t" i :,� I I . i i I I . -�- In � I ,- j----1------� - --------j --i-- i I I 'L CONTRACT. DOCUMENTS PRIOR TO INSTALLATION. . .� " --- - it � - i I � , `1§11�-- -----I---- --,-- ---Jf--, --,---- I- -- - - I - 7 � I �--i I - -- -----A ---T-�= -f- - --i � -I f- -1 -4----7--- � ��- -ii i i oil ��' �- . FF , - T i -I-,- -T— , L . - ,, - I r-----"------ ,�� -Ir- --I I I II- --- I- I i I t I I 1 . 23, IN GENERAL, PLANS AND DETAILS ARE DIAGRAMMATIC ONLY AND SHOULD NOT P�, . t--.--- '' I t � ----- --.-J--- J- - -- -- -L I J - � - ---. t 1 0 , f � - --j c - _-- =- � == Ll -! 1 -I-,,-, =-=�-i-1-- � -jL--j.d i - - ------ -- .1. - -1-- i� I ---] - 4- - -�- I --- --�- ! I IL - - �,,� I -i ()-�.,1.,,. �L,�, t 1� , �-i -''- "�� I -..-T-F --- - i , , '', I . I ; ) I . , -, - 0 1 . - � --*------- I "' - -- - ----t- � �' it � TH ELECTRICAL, , - " 4� ,A.P41 , r. - I- -, -,r --- r- I - - . F- - BE SCALED. COORDINATEALL FIRE PROTECTION WORK WI "rviI,-"R L� -� -�, , t 1 '--I-7t 1 1 � 11111-��,All ?- -0 �� -----, I , - - - j j- - - I J! 1 1 1 - 11 . `�,;.l ", I .1 . -T----------T I ---,---'-L�---'----",----------.i-�- it � - i I i L If 11- I -I ---- i � , I i I L�,-�,'.',i"f,,-�.."k��r�.-�.,,-'.I�.,�.,,��- . ; � I I - f----j----j-- - 1--- I -.-j LL,- - -; I ------ . . PLUMBING AND HVAC WORK So LAS ON R ` I It , - ---=-j--=L-= -- -- -- ----- - z I NOT TO CONFLICT IN LOCATI 0 �- ----�--- , =--Ir ---,a - --- -- - - � - -- - I .�`,�' , " i L �-� , --, .. - - � - - 4��,,,�7 1,m. '' -- I . -1 l�',�,",,,�,,�-,,�,��,,,�-.,,��,.,7-�,,� --- --- 1.1i I - - PERFORMANCE OF OTHER SYSTEM$, 1, -1 - -.,, -1- --L- -- -- . I ! ii il 5 j� I ." I I I : , �-------+------- 11 t I H 1i . I 11 � L LL ,\ i 1, L ��, ��,,�g,-, ECKERD #3201 1 I I , , I , I 11 i � I I ; - �� R !L L 0 I - � — --] --- — �- -- — I 0 ��._- , . � � - �--- I i — - "'. I I 11 E L M -,F,,�-� -,,,,,�� ,-.,r,i - a -- - ----- - -----�--==;� ----I --- - L ---- j 1 24, THE FIRE PROT CTION CONTRACTOR SHALL KEEP A MA TE ET OF BLUE LINE <g - i I --- j , - --- -- it - - i --- . It � I I I ------F- 4-0 -- I 0 1 _ 5 Re 11 -,L------ I � 0 I . %z ---- I I 0 0 i I* i I 0 i "I I LLL I I . ! I f � i j I I i i i I I . . \ � i � I ,,-,:pg - - -1- \ " �� "`,7 , --, - . ----L--------r ---- ----�--- ---,- ----j -F-.-- -, - - � I --- - f I -11-� i i-, ,. - . I I PRINTS THAT ARE TO BE MARKED UP TO REFLECT "AS BUILT" CONDITIONS ON 0�, , . , � -- 9 -r-- --,LT-r--�t------�,------,L----- -.-- �, i . I . I I - . - -1 -1 r - --, , � i ; . , I I -- - I L I I ""', , , = f- - '-'-,- - IF- I I - T - - - - F - 1 I- - --f - L -1 - ----I - - ��----- , I --t-- - -R,'�.`I,,�`,r ""'t - ,-,, 2 . � �, 1, . I 7T I ji � . A DAI L I I w 3--, , ,,, �---- f-- -----,--.-, if � 1N / I AS BUILT" MARKUFS,MAY BE REvIEujED By THE ,�,R,'- -, - ,. - , - - - ; -T -' I / . I ,� ,,�� -7i j I Z�---,i ; ! .- - -- - I I 1. , �- ",-".I- 4,'-.-,U�',,'�K'-�,'�l , LY BASIS. THESE !, �� . i � -- � , , , - t� 5 1 Jt] 4- � IV, 1' . 11 � I-- -1--�.�4 , - _] , , , 1-,T--:I-. L- 4 " L-----.,.-----,, = ��_ i� I " - I " - - - , , -4 A-J-4— ____�, -- 11 - lili - - I -r-�q-1l..-,-��,�--'-=i---z7-:-�:--.---.Z-�- x -.--I- -L- -- I-- I 1 I () ARCHITECT, ENGINEER, OR U)N ��, i�,�`,'N , -�----?! ! I 1 1 -A-14- - ----�---- I 1, � P,, �� 4R!5. REPRESENTATIVE, AT THEIR REQUEST ,R,� -�- -1, -1 I � - -'-L�=�- .!�� I I , " ,J F I I � 9- , - . - - --- -.--4- , . . " iltg - I ,�- I � , . - T, -- I if I ----- . - I . -1--.11117 .... ... �f FIRST STREET AT I 1, 5 11 , VL��' L - -1 __j I 1�-, - j � L " . I ti .1 � - � 1 L 1 L JL . 1- -- - I -- j.- L - - J - i � - -A--j Lj i I .. 11 . 11 AND WITHOUT PRIOR NOTIFICATION ON99= 0 ,--I -! L-,- . - -� j I ." . . . ' ' I I I o., ,THESE "A$ BUILT" DRAWINGS WILL BE. - � I � � :Tb - 1+11 : ... . �.�"`: FRENCH AVENUE 0 � - . I i . I i * LIL.",,"�,".",,,'-,��",�,,-.,,,,,,r-,-,i, i --,---,- -1- - IF I - . , - -- -.--- - - ,----. . _ __ --=�— --- ,----tf=- I - -1 RNE � �,:, --X:::,- , . f - L � �- A 't —Ir - ---.- 9 -- JL- i R THE OWNER AT THE, CONCLUSION OF THE OJE T. I,- y,�,,,� SANFORD, FIL I I I! i , 11 . ! F . i -T17-- I I I L TUI D �OvE 1; � I I qi I " � r,� i I I :. I L I . . 1. I . PR c . � I , i L-A i t i 1�11 i K � .. -.I--- � ,- -- !1--j L- , -.-- 11 k. I / ��u, . i i i I . - -, ... - - I—— -- — - — - i---! J 11 � . 0',"��,��-�,:.,��,�,,-�'-"'��,-,4�,-�,-�%-��-:-�, . #-� - - I- -- , -- - � 25, THE -ip �-;7 1 . i -r----, Y .. I - � ---r��- - g -,,,- i 11 I. L r �E PROTECTION CONTRACTOR>.�614ALL INCLUDE ALL NE�CE$ A Y I I I L�-1 -.,, i -- � � 'l;r - 4 i 5 P. FEE$ AND I 0 zwl,`�i`,"�;t-',�`I�l ; I 1 711 � � I i // 1)�, . I ! 11 ; i I � ! I --- r� --� - 1 L ' 4, ! ----�L,I-,F��-��---,--.-"-�-�- -.--- ��=t jj� i I I i I I I - .1 . I CHARGES IN PIS:BID. Z , M��`-"`, 1, � . , -- t 1 1 . . . tL I -T- -- .- --r�, � � W, - L . I �R I r71;.� ... �5w -------- Ir - "----.-- � . . " - I ; I � � ; . I , � S =� i '�1'3-� `11� -� A — i TI-7- "�- . . f----------i z i 1 i , i ---- I I [-j — � —I - t L ----,--- c==---, * I 0 1 . I ,�- 0 . -r�-t-f--4---� , i/ 6--.- ----- --k—':�� >�- - ��'� C PSTONE , 1 ; q � I r..-,. .., 0 i . j : F-0 i 0 i 1 L. I. 2(0. F 1. . ---,-",-.-,�"-,��'�--."�,,�""�'- ;-N-` . 'p� ! Lf, ! � , " - I I I . ROVIDE SIX SPARE S' F-4 ------ - -- - . -'!t� � I I I FRIN<LER,HEADS, A HEAD WRENCH AND A SP 'INKLE -.,.-.---,�,�,�',,.'t,';"'�'-�,�,�',',, `,-! GROUP, INC I T-1 --- j- ---L z ---- --- 'IT� L 1 � F I- "I I , , i i - I L -7-,- 11 I-, I---- - --- - � - 11 -- 1 � I I L R R .j � ��',,'t-,`, �`�,` -r � , - --- ----- --- --- , - i I i I -� i I I -� --: - F 1 I I . "''i � - I , � i ---il i I I I , I! 1� --_ - j I " IJ -i 7-- -> CABINET, 'SH -14"-�,,,�, -----4,F 'I -�. - -1 L. i�-�-� 1,r,cL , �, ", = ----- -----j�---��- I CABINE 'ALL BE MOUNTED ON THE WALL ADJACENT TO i __j I I 1 17 HEAl- 1 11 I 1 -V711-7-J=j III- -T - I � �- -11-1 0 .1", �� ;; I-, I , j, I � 7-1= -j=,--L- I'll ; . I THE T " f I . I . L - - - c � I I - ------- I—— -� -- ----__�==j__ i I 11 f. THE RISEP- 04,'_0 111-�',"15.1 - JI I I , - "It if -------, I I. CJ) j, � I i R , j � � �- � ! _- I . I , f — - - --- --- --- L- - A 4 1 Z_ - 1-i . -----, --- -- 4 ' ();��,,�','�,,��.�c"",��',�,,�,�,,,�.,�-�,�-�',�.,�,�.-f,L-.-� - -- - i I L , \ i . � i I z ��,M�,_N�,',z �,,`��`.;:�.3` I . I i , - f i. . I `.' LE6, STORAGE,, AND MECHANICAL-AREA6, SHALL L BE DE51PNE OR 0-.;--',.'�� "`-�,--'�'-`�'�' 801 N. ARMENIA AVENUE I , . . I I f I �� L i i I * 1 I � ; it 1 - r, ---- I-,--- -- . - I �Lj -------�l---��,��,�"-----�,-------��l,----!L�� - I & , - -- ------ I i I . L ; I t . ff 20- SA - -i 1 < >', � � . " �O-�, — ---i-------f—---L I f � . - - , ,,,� - I - ---- --- - - - — ---- I � �� 6, L . ", ,,-,, ��, -S i t . --t— ,-.--_� - - i .,-- -- 1 -L-- - " � 4 1 � -IE� - L1--f T-1--- ( Zi - HAZARD GROUP 2 " THE C, -5HALL�5E- DESIGNED FOR -----'1I 0 - I I ! 1 - I -,---- ---,-:�g- -j--------I-- I * - i i i 0 i I I ! "', I D F U)MMM TAMPA, FIL 33609 � r- I . I r ORDINARY I , I I 0 1 .0 I 0 ; I .- .,---------; ---4 -, i . i ! i I i 1 * L py � 1. I L . - I ��,t� L�� - -1 L ��-t ---" - I � ----,, 1 1 cl.� -;,,M� 7 �---� - --�F-5----=- -�------ En'�'�,------�,----�7=��-----i-�--, � � - L 11 \\ ----- -,---- 1 1 --- I'".- -R-��ff -�- -- =-16�.-i- � I i i ORD ,,,�-,- I ;��1-- - ---11jF --- � -" - � -- - - i 1 I � . 1 L . ', -, I 1 i -�---Ij,-iT1ff` fir ----,,, 1 - .,I-- ---- rjif- c -, , I . 1. I I �--�-�-L-----,-�--,-,�---------,----! i I ! I �1 I I I I I , - EE�Ii��-- - INARY HAZARD GROUP - I -�, , 1=�� li� - --jj--rL-4] 1, THE TOILETS AND OFFICES 5HALL'BE � I- - -- - --T' � " 4----+=-- 1 I 5 -;'A,�-1,115 4,�,"A I I z . I , - I Ill � I 'St , t I ICE � - � 11 I � � I I L 1-' 4, -- -- --r- -1 -7- -- I L - -- - -- -11, .. -- -� I? R i i DESIGNED FOR LIGHT HAZARD., SPRINKLER 5 ACING SHALL NOT -r��,�i.ZS,�'�, I ,' �i i �; * ii I - I f II! - I !� 1 1 i 1� I "I I I J11 L , T � -, . -1 I . I i L I I .1 Q�,g - - �!��, .1 =�- ---!'-==i--====:4��-===jk=====;41---.---j�L-�.,--.===Aill----.4i!===�� -I'L 'i . , - " ., P. ILI - , .---.-, . - --�� I 1. 6q======11f= , - ET FOR 0 -�,.,� ��,�,: ! I . � -1- t 1 � i , It I 1 I - - ,- -1 - 17 �� I .. ; ; . I R-D.INARY.WAZARD AND 225 SQUARE, . - - --� �4-- - -� - - -1 - i - I - j ., . . . --- - -- -R- - i u - - -_ , i M - , j - L. - - L - - -'--'- -- - � - - -- - - -- - L- A I I-f .;� 1 1 � 1 �1 -- -� - - . _ _j 1 1 1 1 0 �w Lj ... i fll) EXCEED 130 SQUARE FE I - I I �� 00 FIRE PROTECTION . -- q I FEET FOR LIGHT HAZARD. THE I4tDf0AULIC.;DESIGN AREA FOR ' C -! L . � . - --- - -- � ---- -- - �- I I . I � � I 11 . L � . i . . I -,-- . �MMN DETAILS . L . I rl��:- J I ORDINARY HAZARD GROUP 2 SHALL BE THE MOST DEMANDING 1500 >--��-,,.---';'�-.,��,,,��!.",-��,.� �-,�,I,`.�, i J ,�",�'--;.'�',,�,"',,-.,��,�,.'�"',��','-,��"".".- "'," -,�,�, .5'' I 1- ----- --- -- ---- --- -- --- - - - , . . SQUARE FEET, FOR THE CANOPY THE HYDRAULIC DE IGN A A ALL L �,,� L 6 R:E eH JL''� ... k, I , I ,I . 1. NOTE- I -- -- r�,-- - --�) - --- -- -E)- -.--I G, 0 �, - L BE THE MOST DEMANDING I SPRINKLERS. FOR THE LIGHT HAZARD �,c " . I I I . i 11 I 0 I ... W, . .. � -,,, , '... L 546FP1 1 1 ', �, ". 11 - ALL SPRINKLER HEADS SHALL BE I I I I AREAS THE HYDRAULIC DESIGN AREA SHALL BE THE LARGEST ROOM. �L,�� I 2 1 1 - - -"-- -- -.,-- - , ---.- - -- 1 -- . .rl�'i- -- L I CENTERED IN CEILING TILE. I I I I 0 . . THE DENSITY SHALL BE 0.10 GPM PER SQUARE FOOT FOR LIGHT t i L . I . . w NOTE: . I FIRE ALARM SYSTEM INCLUDING HORNS, STROBES, ETC. SHALL BE PROVIDED AND INSTALLED BY ECKERD ADT SECURITY SYSTEM. N.T.S. � 11 = IL --I - . ; - tlo,-V--�- wAvu"I ER 6QU RT FOOT FOR ORDINARY HAZARD. GROUP I,AND 11 IL ,", 122546 1 -- -- I L . - ,- I - . I . I'- . . - L, I . L L . 1. L 0� ,i: -. L � �, 0.210 GPM FER SQUARE FOOT FOR ORDINARY HAZARD GROU LLLLLLLLLLLL �., '0:::: ` , , 111111111111111111111111 I . . F 2. V-1.1, " ,,, 11 . ,�;,z� .�'. I � �-; ,�,�� . . . . . . 1�-- I I - �,`Z; LL� �. ��`:��" LLL-21 -;'.�, I I I �, a.,- , , , 1,`�', , I I I - . I . , . Uj::, ` I COK _ "�"- _ �� '�,-,-v �� 1 21. ALL SPRINKLER PIPING TO BE A MINIMUM OF 10" C-LEAR,45ovE CEILINk3 GRID. LLLLLLLL � ----- -,,�7 ,0 ... 11, I . 1,�,', -.�, -- ; " �11111. , , , , , , I � , - I 0- r ,� 4K�L ... �-�� I - �I � -, -1 - - - - - . -�'22 .... " ,-- .,��, � -1- .1� - ,, -- -, L . ,�X-"�,'� , I T i ., ", i ., "'I-11 1't g", ,� ,.�:In I , L� �. . L I l- ,f�, , �,�,�",.., �-- I 1��-- I am)-, L LDI , , , , , ,. ��'f,. - , " K' 11,��, � - I � . ,f _-` - 4 1 . . zZ. IIIIIIIIIIIIIIIIIIIIII I &,�,��-�i-- -rL.;---,-,p,,, �' �- . Z I, I - ;;; " , - . , , -1. . _� ... � ' L _. f I � MKM T—NL.-I I MIL., I IL -IN 71—AAN . I I I I :Z,��' �,.� . :>',L L L, 01 *1 11 L � I.d 1..`�� -�t� 11,1% , ". 11 - ,� I I. � L; -1- '$��.,, -, 9-,,-,,,� a - ��, . x�,,�-� () , , ,-- � - " " . �� dw � " -: � I �,%�,,. . w.�r I- " , -7, li� , . - -.1 .1 ` 0 ... �� 1111111111111111 - -, � .- 11 11 11;- I , I I - - - . .1.11 r,\ — `r :F�. � I , - . " � - � - . , . - 1� 1. -11,11,111,111, "I'll"... 1/10/03 1 � I . I . I I I I I . . . I . L I ME 11 - " I /5 = 1' - 0 �;! , "::. I — 11 I " � ,�� L - I �� '� 2 53.1 t FOUNDATION PLAN NOTES I. SLAB TO BE 4" SLAB ON GRADE w/ 6 x ro - WIA x WIA W.W.F. ON 6 MIL VAPOR BARRIER (U.N.O.) 2. TOP OF SLAB = 0'-0" (UN.O.) (REF. ARCH. DWG.) 3, DIMENSIONS ARE TO FACE OF MASONRY AND CENTER LINE OF COLUMNS. 4. CENTER FOOTINGS UNDER LOAD BEARING MASONRY AND COLUMNS. 5. SEE MASONRY LEGEND FOR WALL REINFORCING. 6. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS 1. TOP OF FOOTING ELEVATION = -1'-4" (UN.O.) 8. SEE ARCH. FOR SIZE AND LOCATION OF MASONRY OPENINGS (M.O.) (SEE LINTEL SCHEDULE ON 52.1.) 9. STEP FOOTING TO MAINTAIN 1'-0" COVERAGE (SEE 4/54.1) SEE CIVIL DWG. FOR FINISH GRADE. 10. PROVIDE 2'-0" x 2'-0" FOUNDATION COMER BARS AT ALL CORNERS AND INTERSECTIONS (MATCH REINF. BARS) FOOTING SCHEDULE MARK SIZE THK REINF. EA. WAY COMMENTS F1 2'-0" x CONT. 1'-0" (3) 05 CONT. (BOT.) (4) *5 CONT. (TOP) F2 3'-6" x CONT. 1'-0" (4) 05 CONT. (BOT.) (1) 05 AT 12" O.C. TRANS. F3 4'-0" x 4'-0" 1'-0" (5) IS (BOT.) (8) "6 CONT. (TOP) F4 8'-0" x 8'-0" 1'-6" (5) 1% CONT. (BOT.) F5 5'-0" x 5'-0" 1'-0" (6) 05 CBOT.) (6) 05 LONG CBOT.) F6 5'-0" x 6'-0" 1'-0° (1) "5 SHORT (BOT.) F-I 6'-0" x 6'-0." 1'-2" (1) 05 (BOT.) MASONRY WALL REINFORCEMENT SCHEDULE (SEE 8/54.1) WALLS ARE TO BE REINFORCED AS SHOWN BELOW. IN ADDITION VERT. BARS SHALL BE PLACED tv CORNERS, EACH SIDE OF OPENINGS AND INTERSECTIONS. DOWEL INTO FOOTINGS AND TIE BEAMS. HORIZONTAL REINFORCEMENT = 9 GA. 0 16" o.c. S" CMU WALL w/ " 6 VERTICAL a 24" o.c. 8" CMU CANOPY COLUMN (SEE 10/542, 11/54.2) - SEE ARCH SEE ARCH FOR LOCATION OF SPLIT FACE MASONRY j NOTE: SEE ARCH. DRAWINGS FOR LOCATION OF MASONRY CONTROL JOINTS. SEE 3A/54.1. LOCATE M.C.J. -9 34'-0" D.G. (MAX.) AND 4'-0" (MIN.) FROM DOOR OR WINDOW EDGE. F-i 6" SLAB ON GRADE w/ 6 x 6 - W 2,9 x W2 9 WWF COORDINATE DIMENSIONS WITH ARCH d CIVIL F-2 MASONRY ENCLOSURE COORDINATE DIMENSIONS WITH ARCH 4 CIVIL F-3 CONCRETE CURB (SEE 35/54.1) COORDINATE DIMENSIONS WITH ARCH 4 CIVIL F-4 (2) 0 6 VERT LOCATE AT BEAM INTERSECTION AS SHOWN F-5 COORDINATE LOCATION OF PNEUMATIC TUBE WITH FILLED CELLS F-6 8" x 4'-0" MA50NRY w/ (6) 0 6 VERT - (1) EACH CELL F-7 8" x 2'-0" MASONRY w/ (3) * 6 VERT - (I) EACH CELL F-8 8" x 4'-6" MASONRY w/ (1) " 6 VERT - (1) EACH CELL F-5 STEP FOOTING, SEE 4/54.1 FOUNDATION FLAN l SCALE: 1/5" = 1'-0" enter for lnovative tructure5, 1C. 5706 S. MaeDill Ave. Tampa, FL 33611 813-835-5311 FAX 813-835-5503 Structural Engineers Van J. Gladfelter, P.E. PE 0048099 EB 0007242 0 z Q 0 w z 0 I D 0 w U) w m 0 0 z 0 0 w F- ARCHITECTURE —I PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 5201 West Kennedy Blvd Suite 501 Tampa, FL 33609 ph: 813.288.9299 fx: 813.288.8046 AA0003000 IB4000989 TAMPA 0 A A 0 M J = u. W is w cc 00 d1 Z tom` to t�� 1 ECKERD 3 STORE #3201 f FIRST STREET AT Xj FRENCH AVENUE ;= SANFORD, FL. t`a t '_#CAPSTONE GROUP,. INC 801 N. ARMENIA AVENUE " TAMPA, FL. 33609 r` FOUNDATION PLAN >' SCALE: 1/8" = 1'-0" 02-384 VG RM 3 i 1 /10/03 J 1 { .. 1� 1� VERIFY ALL DIMENSIONS AND OPENINGS w/ ARCH. MEZZANINE FRAMING FLAN SCALE: 116" = I'-011 MEZZANINE FRAMIWs PLAN NOTES: 1. COORDINATE ALL DIMENSIONS wl ARCH. DW35. 2. SLAB TO BE 3" THICK w/ ro x ro - WIA x WIA W.Wr- ON 9l16", 28 GA. STEEL FORM r.>;=CK (AoC26) 3. TOP OF SLAB = 10'-roll 4- JST 5RG = 10'-0 1/2" 5. SPACE BAR JOISTS tv 2'-0" o.c, MAX STEEL 5EAM SCHEDULE MARK SIZE ELEVATION COMMENTS W Iro x 40 T.O. 5TL x 10'-0 1/2" 5-2 W 12 x 113 T.O. 5TL z 10'-3" _T 1 1/2 TYP. BASE PLATE R 3/4 x 10 x 10 w/ (4) 3/4"0 A.5_ ON 2" GROUT w/ LEVELING NUTS STEEL COLUMN 1/2" EXPANSION — SECOND POUR ER L JOINT MAT SLAB ON GRADE X—X—X —X—X—x Vk T.o. r-TG 3" CL SEE FOOTING SCHEDULE r_1'4SECTION 51.2 SCALE- 3/4" = 1'7; fE 3/4 x 14 x 14 w/ (4) 3/4" 0 A.B. ON 2" N.S. GROUT WITH LEVELING NUTS EXIOAN51ON MATERIAL m r2 "N 1 1/2 TYP. 0 BASE PLATE I I STEEL COLUMN I I I SECOND POUR SLAB ON GRADE X,;"l x —X 7-1. SEE PLAN T.O.r-T6 '71w SEE FOOTING SCHEDULE SECTION 11 SCALE: 3/4 1 0 N < TYP 311 COORD. W/ ARCH. 4.. x -x -x L 3 x 3 x 3/16x CONT. 3 SECTION 81.2 SCALE: P = Foil FI L 3 x 3 x 311ro CONT. WELD TO EACH JOIST 1/8 2 3" SLA5 ON FORMDECK WUF T.O. SLAB I / 1/8 4" is 2411 or-. 50T 5M COORD. ARCH. Z84 wj I I W/ 3, 3" 5LA5 (2) K.O. 5LK w/ L 5 x 3 x 1/4 x;a (LLV) (2) rp CONT wl (2) 3/4" �O A B. X_ X_K w/ 1/4" STIFF fe L 3 x 3 x 311ro x CONT. IFI all ITTI fr'n 3/4" 112 w/ I STEEL COLUMN (4) r7/a" 0 BOLTS 1 1/2 SECTION AT ELECTRICAL ACCESS 5EE ELECTRICAL FOR LOCATION OF C:PASES 44% r4' SECTION K'r7 N SECTION ro SECTION 5j.2/ SCALE: 1 11-0 SCALE: 3/4" SCALE: P= 1'-01" JOIST (BOLTED) ( ' 311 JOIST GIRDER 12 GA. x 12" LONG CLIP ANGLE WKro) 1/4" 4, x 13/4" TAPCON5 INTO CMU 4 (ro) No. 12-14 SCREW (2)1/2" 1) A325 BOLTS STUD. EACH J015T BAR JOIST =INTO A rrnI (3) 0-111" 4) POWDER DRIVEN FASTENERS (2) 3/4" 0 A325 5OLT5 I I I 4" 20 GA CEE STUDS EACH GIRDERIR 3/4" x 16 x 1'-5" AT 16" o.c. 5ETWEEN w/ 1/4 " SLOT TPRU STIFF IE TUBE STEEL FRAME GIRDER SEAT J TYP 3/16 3/411 fe i i 112 3/4" x ro x 6 STEEL COLUMN (4) No. 12-14 SCREWS AT EACH CONNECTION T.S. 4 x 4 x 1/4 DO NOT WELD ro" 18 GA GEE STUDS AT 16" STEEL COLUMN SEE ARC:W FOR CANOPY DIMENSIONS SEE 53.2 FOR METAL STUD NOTES. rl\ SECTION S SECTION rcZ"*N SECTION � it z it-oll 512j SCALE: I SCALE: P = 1 -011 SCALE: 3/411 z V-011 L ,ARCHITECTURE PLANNING INTERIOR DESIGN z < o ZUj _ L yman Davidson 0 0 D oley, Inc. 5201 West Kennedy Blvd. Lu Suite 501 Tampa, FL 33609 z ph: 813.288.9299 0", fx- 813.288.8046 [L M0003000 a IB4000989 LU D'_ _n .... . LLj TAM PA z Z o �� Z �A " 2 0 Ar2 0 Q 0 �"5""k, S! 0 C% 0 _j IU6 W, Uj 0 0 ix 0 0 11— LL (a z Z_ co LU "ECKERD < STORE #3201 FIRST STREET AT FRENCH AVENUE SANFORD, FL, 0 CAPSTONE Uj GROUP, INC 0, 80 1 N. ARMENIA AVENUE TAMPA, FL. 33609 X , -"i"00 MEZZANINE PLAN & DETAILS SCALE: VARIES 0 Herter for >- ')novative 02-384 tructure5, VG 5706 S. Ma Dill Ave. Tampa, n 33611 813-835-5311 RM FAX 813-835-5503 0 Zf Structural Engineers Van J. Gladfelter, P.E. PE 0048099 EB 0007242 1/10/03 I- 3 v- M TUBE STEEL 0 FRAME /2% SEE 3/54-3 S42 SEE 9/51.2 FOR METAL STUD FRAME BETWEEN STEEL TUBE FRAMING 3 S43 9 512 INDICATES CONT. HORIZ. BRIDGING AS SHOWN z � Nq 0 Olu J3 T-I 0.8 1.2 21 -611 WOOD TRUSS TIE DOWN SCHEDULE R-2 THE CONTRACTOR SHALL VERIFY THAT THE TIE -DOWNS ?-2 LISTED BELOW MEET THE UPLIFT REACTIONS SHOWN 3 ON THE TRUSS SHOP DRAWINGS. IF THE UPLIFT REACTIONS 532 DIFFER FROM WHAT 15 LISTED BELOW THEN THE CONTRACTOR SHALL INSTALL TIE -DOWNS W1405E UPLIFT CAPACITY IS EQUAL TO OR GREATER THAN SHOWN ON THE SHOP DRAWINGS. T-1 SIMPSON HST12 (CAPACITY = 1260 LBS) (OR EQUAL) ' S-3 T-2 SIMPSON M5T21 (CAPACITY = 2160 L55) (OR EQUAL) aM S42 842 842 I01I I I I I I i I I I I I I I I I I I i I I i I I I I l.� 0 Y^^ N� Y d) ^^ Zdj q SP-JIZwaZD B U 0_ d) SP-Ji ' RTU 1100 SP-Jl SATELLITE DISH SLOPE SEE (5/543, 61543) O ROOF HATCH SEE 6/54.2 COORD w/ ARCH Z I I I I INDICATES DIAGOf AT END BAYS AS J SP-JI SP-Jl AL O!! 1 N 5 S42 Cli II 5P-J1 U O SEE MECH. FOR CURBS SIZE AND LOCATION �p SP-J1 (SEE ro/S42 4 8/54.2) Z �n - q 1100 �4 0 SP-J1 W U N 2 54.3 �' RTC r I I I I I I I RTc [AL BRIDGING iWOWN STEEL 5EA 1 SCHEDULE MARK SIZE ELEVATION COMMENTS 5-1 W 16 x 31 T.O. 5% = 15'-1" B-2 W 16 x 40 T.O. STL 5-3 W 16 x 31 T.O. STL = 12'-0" I I ! I I N w w O w_ Z� z� U 1Q 4 N U ' i C5-2 ZONE 3 ZONE 2 ZONE 3 6 ", lro GA, GEE STUDS AT HIP - ro ", 18 GA. CEE STUDS AT lro" O.C. p ° ARCHITECTURE -I a ZONE 3 I`OOF U10L IFT PLAN �P5F) W ' 3 PLANNING INTERIOR DESIGN i r- ,ZONE 2 i i I i i 1 i i i �I 8 2 10 ft. �- ZONE 3 WALL FRRESSURES (FSF TRIB. AREA (FT-2) ZONE 1 ZONE 2 ZONE 3 INTERIOR PERIMETER CORNERS NET NET NET 10 14.5 29.5 48.0 20 14.2 25b 38 5 50 13.5 233 263 100 12.9 16.1 16.1 TRIB. AREA (FT-2) ZONE:4 (+) ZONE:4 (-) ZONE:5 (+) ZONE:5 (-) 10 21.5 23.6 21.5 29.1 20 20.8 22fo 20.5 212 50 19 5 213 1'3 5 24 6 100 155 20A 18.5 22.ro Q Lyman Davidson � k 0. Dooley; Inc. O Una' 5201 West Kennedy Blvd. a' Suite 501 O= t3a Tampa, FL33609 w =< s< r z y x ph- 813.288.9299 0 q fx: 813.288.8046 x AA0003000 ROOF FRAMING NOTES WIB40009a9 z 3 ; x 5 r"KP ' 1. NET UPLIFT = SEE UPLIFT PLAN X 2. SEE FOUNDATION PLAN FOR DIMENSIONS. J x <Y TAMPA j 3. SEE 53.1 FOR TOP OF MASONRY AND CONCRETE / TIE BEAM ELEVATIONS. = c�3,2 4. SEE ARCH. FOR ALL SCUPPER LOCATIONS. f` F 5. COORDINATE ALL DIMENSIONS w/ ARCHITECTURAL DRAWINGS 6. DECK TO BE 1 1/2" 22 GA TYPE "B" GALV METAL DECK 3 SPAN MIN' R-1 FASTENING AT EACH SUPPORT: (1) 5/8" 0 PUDDLE WELDS PER 36" NOTE: ALL GIRDER BEARING SEATS AND BETWEEN EACH SUPPORT INSTALL (4) *10 TEKS m SIDELAP. SHALL BE 1 1/2" DEEP. WE DECK TO CONTINUOUS DECK ANGLE w/ 5/8 0 PUDDLEF. "' " `� WELDS ro" o.c. I. SEE CONCRETE / TIE SEAM SCHEDULE ON 52.1. 8. PROVIDE 2'-0" x 2'-0" TIE BEAM CORNER BARS AT ALL t 3 3 CORNERS AND INTERSECTIONS (MATCH REINF. BARS). -o R-i uS`F" PROVIDE 2'-8" WIDE x 3'-4" TALL OPENING: FOR ACCESS s SEE ELEVATIONS ON 53.1 (COORD. w/ ARCH.) R-2 PRE-ENGINEERED WOOD TRUSS AT 24" O.C. MAX. LL = 20 P5F, DL = 25 PSF z R-3 5" x 4'-8" MA50NRY CV VERT- (1) EACH w w/ 6 CELL CONCRETE T« eEA1" f SCPEDULE a ; w , (SEE 9/54.1, 10/54.1, it/S4.i) 0 1 - 55.1 3 NOTE: POCKET S3 3 CMU TO ALLOW FOR STEEL BEAM BEARING (TYP.) - R-1 N 5P-J3 0„ _ w� RTU di w �p SP-J3 55 LLJ z� rTj OED q I I I I I I 0_ TYPE 1 AL 3 83.3 N oc m CB-3 2 124'-8" 2 3 z cn 0)q Nq w _' O w �1A ■ ■MMMME E��i�\■ Z N m ROOF FRAMING FLAN l SCALE: 1/8" = 1'-0" TOP ROT. MARK WIDTH DEPTH REINF. REINF. STIRRUPS TYPE COMMENTS CB-1 8" 39" (4) Oro (4) *6 03 m 12" O.C. 3 *`l � 6" O.C. SKIN REINF. C5-2 8" 23" (2) 05 (2) "5 03 10 6" O.C. 4 C5-3 8" 31" (2) *5 (4) "5 03 10 12" o.c. 2 C5-4 8" 21 1/8" (4) "6 (4) "6 03 g 10" 1 T5-1 8" 16" (2) "5 (2) *5 5 (2) K.O. BLK GROUT FULLY QC N TYPE 2 TYPE 3 PRECAST LINTEL PRECAST LINTEL w/ (1) "5 FULLY GROUTED • PRECAST LINTEL w/ (1) S CONT t <O. BLK w/ (1) 05 FULLY GROUTED z` 4 - m' F d �o F r 2 a 3 �x 0 W aQ o� j .: o > d r 0 o oc �� m U. cc cc 0 00 11- U. z� � Hz M a 2" CLR U N W ECKERD TYPE 4 TYPE 5 Q STORE #3201 w FIRST STREET AT 0 y ' FRENCH AVENUE a SANFORD, FL. 0 t Wr CAPSTONE o s ;GROUP, INC o 0 F 801 N. ARMENIA AVENUE N F TAMPA, FL. 33609 Q ' o z ROOF FRAMING Q ' PLAN SCALE: 1 /8" = V-0" o � ., center for II1r)OVatIVe a Jig 02-384 Structures, o; VG 5706 S. MacDM Ave. Tampa, FL 33611 p 0, RM 813-835-5311 FAX 813-835-5503 z ; Structural Engineers Q Van J. Gladfelter, P.E. PE 0046099 f EB 0007242 Dq1 1/10/03 4 a TB-1 25'-411 BOT / BM 12'-1" BOt /BM CB-2 t— 1 r4-'*N CA40PY ELEVATION $3.1 SCALE: 1/511 = 1'-011 2/ i_811 NV TOP / BM T.O. MAS BOT / BM 1 11 TB-1 TOP / BM 25'-4" BOT / BM CB-2 12'-111 BOT / BM 'qIBOT / BM 1 BLC* ELEVATION SCALE: 1/6" = 1'-0" v CONC. GAP 31' -4" 15'-4" 1 2�o'—QII 25'-4" TOP / VBM T.O. MA5 21'-411 BOT / 8M IT 12' — 111 BOT / BM -11-011 T.O. SILL ///Zz�� 7777 T5-1 2(0'-S" 21'-4" CONG. CAP BOT / BM $OT / BM R 3 BLoG ELEVATION $3.1 SCALE: 1/8" = 1'-0" - Z1'-4" 50T / BM CONC_ CAP CANOPY ELEVATION 53.1 SCALE: 1/5" = 1'-011 TB-1 i — CONC. GAP 361-0'1 T15-1 BOT / BM CONC. CAP CONC. CAP BOT / BM I"3LE)G ELEVATION 53.1 SCALE: 1/8" = 1'-0" TB-1 1-1111111111111111111111111177-11111111777711117711 BOT / BM TB -I BOT / BM 6 I!3LDC-r ELEVATION $3.1 SCALE: 1/8 = 11-011 TB-1 25'-411 BOT / BM 12'-1" BOT / 151 1 r 'f ARCHITECTURE —1 PLANNING w 1 INTERIOR DESIGN w i z >; 0 o z w rl. Q e; O k { Q L Y man 2_Davidson } Dooley, Inc. 0 s 5201 West Kennedy Blvd. W N Suite 501 Tampa, FL 33609 W yVs 1 Z a , ph:813.288.9299 O fx: 813.288.8046 AA0003000 w IB4000989 z. � av s is F w 2t 1 }TAMPA .A T of # Y 3 Ix d t 7 C o Z,. z3 o m 0 1 2 } Z:= o 0, z" Io UJ U, 0 0� O a' 04 IL w m r,la cc 0$ OO ,F-- F.U. 0 to 43 a s ECKERD t ? STORE #3201 Q� r w Q' FIRST STREET AT 0 3 FRENCH AVENUE SANFORD, FL. 0 h }t �i i CAPSTONE o, GROUP, INC S 0 ' z ' `. 801 N. ARMENIA AVENUE TAMPA, FL. 33609 Q 9 ; BUILDING z Q ELEVATIONS E: SCAL1/8" = 1'-0.1 center for innovative a s 02-384 5tructUreS, o inc, ri a ., VG 5706 S. MaeDill Ave. z Tampa, FL 33611 �- p .', RM 813-835-5311 N FAX 813-835-5503 z Q Structural Engineers Van J. Gladfelter, P.E. o PE 0048099 EB 0007242 DG1iI 1 /10/03 J ARCHITECTURE —I PLANNING INTERIOR DESIGN E 1'-2 1/2" I { 0 SEE PLAN rj'*""N WALL SECTION �32 SCALE-. 1/2" = 1'-0" TYP 3 0'-0" T.O. SLAB 411 FTC-, 119/4531 COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS r-2" WALL SECTION �32 SCALE: 1/2" = 1'-0" TYP 22'-5" JST BRG 0'-0" T.O. SLAB T.O. FTG METAL STUD FASTENING NOTES U.N.O. I. METAL STUDS / CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL w/ (2) .111' -0 POWDER FASTENERS. 2. METAL STUDS SHALL BE CONNECTED TO METAL STUDS / CLIP ANGLES w/ MIN. (4) No. 12-14 SCREWS. 3. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL w/ (2) .111" 0 POWDER FASTENERS iv 24" ox- 4. CONTINUOUS TRACK/ STUDS SHALL BE CONNECTED TO CMU w/ (2) 1/4" 0 TAPCON FASTENERS a 24" o.c. 5. CONNECT SHEATHING TO METAL STUDS w/ No. 12-14 SCREWS s 6" o.c. 6. 14 GA. CLIP ANGLES SHALL BE CONNECTED TO CMU w/ (2) 1/4" 4, TAPCON. g NOTE: TO PRE-ENGINEERED WOOD TRU55 MANUFACTURER. PROVIDE STEEL BEARING PLATE WHERE TRUSS BEARS ON CMU. 1 WALL SECTION NOTES N-1 4" - 20 GA. CEE STUDS Q Iro O.C. N-2 4" - 20 GA. CONTINUOUS TRACK N-3 1 TIE BEAM N-4 CONCRETE BEAM N-5 K.O. BLOCK w/ (1) 05 CONT. (GROUT SOLID) N-6 6" - 16 GA CEE STUDS AT 16" O.C. N - 91 GABLE END TRUSS (ATTACH SIMPSON A33 AT 24" O.G. TO BOTTOM CHORD) N-5 L 3 x 3 x 3/16 x CONT. w/ 3/4" x ro EXP. BOLTS m. 3'-0" ox— N-9 a 5/6 x -1 x 11 w/ (2) 3/4" -0 x 6" H.S. N-1 14 GA. CLIP ANGLE x 5" W/ (4) 1/4" 41 TAPCONS, N- 11 6" - 18 GA. CEE STUDS 9 1fo" O.C. FN-i-21 SEE METAL STUD FASTENING NOTES N-13 3/4" EXT. GRADE PLYWOOD N-14 ATTACH SIMPSON A33 TO CMU WITH (4) 3/16" 0 TAPCONS. ATTACH 51MP50M A33 TO TRUSS WITH (4) 10d NAILS. N-15 6" - 15 GA. GEE STUD BRACING AT 32" O.C. N-16 CONCRETE CURB w/ (2) 05 - SEE ARCH. N-1-1 L 3 x 3 x 3/16 x CONT, WELD TO EA. JST. N-15 SIMPSON META 16 (CAPACITY = 1490 LBS.) N-19 STEEL BEAM (SEE PLAN) F-2-ZI 14 GA. CLIP ANGLE N-21 ATTACH BRACE TO TRUSS WITH (3) No. 5-10 NAALS. N-22 PRE-ENGINEERED WOOD TRUSS AT 24" O.G., SEE PLAN 3 WALL SECTION �32 SCALE: 1/2" = 1'-0" 0 w z 0 w w J z D F- U) w D a w 0 T.O. SLAB a z 0 N Q T.O. r-TG z a Z> J UL 0 center for innovative w 5iructure5, 0 i nc, a 5706 S. MaeDW Ave. w Tampa, FL 33611 I=- 813-835-5311 FAX 813-835-5503 (D z Structural Engineers Van J. Gladfelter, P.E. o PE 0048099 U) EB 0007242 Lyman Davidson Dooley, Inc. 5201 West Kennedy Blvd. Suite 501 Tampa, FL 33609 ph: 813.288.9299 fx: 813.288.8046 AA0003000 IB4000989 TAM PA ECKERD STORE #3201 FIRST STREET AT FRENCH AVENUE SANFORD, FL. CAPSTONE GROUP, INC 801 N. ARMENIA AVENUE TAMPA, FL. 33609 WALL SECTIONS SCALE: 1/2" = 1'-0" VG RM 302 1 /10/03 J 1.1 i 1 i I CAM 1 WALL SE CT I Oil $3,3 SCALE: 1/2" = V-0" E� 2 WALL SECTION 53,3 SCALE: 1/2" = 1'-0" �'-0" . SLAB NOTE: TO PRE-ENGINEERED WOOD TRUSS MANUFACTURER. PROVIDE STEEL BEARING PLATE WHERE TRUSS SEARS ON CMU. METAL STUD FASTENING NOTES U.N.O. 1. METAL STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL w/ (2) .111" 0 POWDER FASTENERS. 2. METAL STUDS SHALL 5E CONNECTED TO METAL STUDS / CLIP ANGLES u/ MIN. (4) No. 12-14 SCREWS. 3. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL w/ (2).117 0 POWDER FASTENERS 6 24" o c 4. CONTINUOUS TRACK/ STUDS SHALL 5E CONNECTED TO CMU w/ (2) 1/4 -0 TAPCON FASTENERS tv 24" o.c. 5. CONNECT SHEATHING TO METAC STUDS w/ No. 12-14 SCREWS 0 6" ox—. 6. 14 GA. CLIP ANGLES SHALL BE CONNECTED TO CMU w/ (2) 1/4" 0 TAPCON. ;S. IUALL SECTION NOTES N-1 4" - 20 GA. CEE STUDS iro" o.c. N-2 4" - 20 GA. CONTINUOUS TRACK N-3 TIE BEAM N-4 CONCRETE BEAM N-5 K.O. BLOCK w/ (1) 05 CONT. (GROUT SOLID) N-ro 6" - Iro GA CEE STUDS AT',16" O.C. FN_-_jj GA5LE END TRUSS (ATTACH SIMPSON A33 AT 24" O.C_ TO 50TTOM CHORD) N-8 L3x3x3/16xCONT. w/3/4"-0xro" EXP. BOLTS N-5 iE 5/8 x 1 x it w/ (2) 3/4" it, x 6" H.S. N-10 14 GA. CLIP ANGLE x 6" W/-(4) 1/4" m TAPCONS. N-11 ro" - 18 GA. CEE STUDS tv N-12 SEE METAL STUD 1=ASTENING NOTES N-13 3/4 EXT. GRADE PLYWOOD N-1-4 ATTACH SIMPSON A33 TO CMU WITH (4) 3/Iro" 0 TAPCONS. ATTACH SIMPSOM A33 TO TRUSS WITH (4) 10d NAILS. N-15 6" - 16 GA. CEE STUD BRACING AT 32" O.C_ N-16 CONCRETE CURB w/ (2) OS - SEE ARCH. N-11 L 3 x 3 x 3/lro x CONT, WELD TO EA. JST. N-18 SIMPSON META 16 (CAPACITY = 1490 L55.) N-19 STEEL BEAM (SEE PLAN) 14 GA_ CLIP ANGLE N-21 ATTACH BRACE TO TRUSS WITH (3) No. 8-10 NAALS, N-22 MA50NRY COLUMN 3 WALL SECTION v3.3 SCALE: 1/2" = 1'-0" SEE PLAN T.O. STL 3/Iro 3" STEEL BEAM (SEE PLAN) fE5/8"x8"x12" w/ (2) 3/4" 0 x 10" H.S. MAS COL. r4"'\ SECTION $3.3 SCALE: I" = 1'-0" W '' Q' ARCHITECTURE —I a t :PLANNING w INTERIOR DESIGN co ,? 0 a , 0 z y 0 J Q 0 z z r J C i Q Lyman N Davidson Dooley, Inc. o U 5201 West Kennedy Blvd. w Suite 501 v" Tampa, FL 33609 w$ � t z ph:813.288.9299 0 fx: 813.288.8046 n „ AA0003000 w IB4000989 N 5 LL � m > TAMPA ` w: t a w 0,$„ z. - z 0 0 w V w 0 w U 0 0 a w x w m w J 0 0 0 z Q LL center for x� 0 innovative W,; 5tructure5, �`,'f 0 `t Inc. a CFTC 5706 S. MacDill Ave. w Tampa, FL 33611 F-1P w 613-835-5311 , rF ,5 FAX 813-835-5503 (7 ",'i Structural Engineers` Van J. Gladfelter, P.E.Cj PE 0048099 wt}. EB 0007242 A A A s A oc Ic r � 04 J 0 IL W 10 cc1C 00 04 N ECKERD STORE #3201 FIRST STREET AT FRENCH AVENUE SANFORD, FL. CAPSTONE GROUP, INC 801 N. ARMENIA AVENUE TAMPA, FL. 33609 WALL SECTIONS SCALE: 1/2" = T-0" 02-384 VG RM 303 t ,. 1 /10/03 3 RM 3 3 M PIE * 6 VERT. IN WWF FULLY GROUTED W.W.F. KEYWAY CELL EACH SIDE tu X x x ` - 1 - MASONRY CONTROL JOINT PRE -FORMED GASKET SEE ARCH. DWG5. --x x X x x x—r __ -- -- n�, ---- -- /N'l ////r•!16 • • .:.; NOTE: M.GJ. NOT CONTINUOUS HORIZ REINF NOT TO BE USED BY THE CONTRACTOR BETWEEN POURS , •; ;a THRU TIE BEAM. CONTINUOUS. AT JOINT ` :.: • '' X ---- Q E rl'A'NN SECTION @ SECTION 3,4 SECTION 11-011 0. S4.1 = SCALE: 1 - 1 -0 SCALE: 1 - 1, -0 CA I 30 DIA LAP CONCRETE CURB CONCRETE SLAB -ON -GRADE COORDINATE w/ ARCH ro" SLAB AT WWF WWF DRIVE THRU t/3 �t —'t— �: �p MATCH FOOTING REINFORCEMENT16 7,\v i b SEE FOOTING SCHEDULE CUT ALTERNATE WIRES ALONG SAWCUT LINE 8'I NOTE: SAWED JOINT SHALL BE SAWGUt WITHIN 01 * 5 CONT 12 HRS. OF CONCRETE PLACEMENT 3 CLR (TYR) * 5 CONT. (TYR) 1B SECTION 2S SECTION r35*N SECTION 4 SECTION SCALE: 1" = 1'-O" St .t SCALE: I" = 70" \,54.V SCALE: 1" = 70" 54,1 SCALE: 3/4" = 1'-0" 1/2" -0 A.B. AT 4'-0" o.c. K.O. BLK w/ SEE ARCH. (1) * 5 CONT SEE ARCH GROUT SOLID SILL .. TIE BM/ ROTATE 5" CMU TO ALLOW CONCRETE ,BM CONCRETE TO FI-OW INTO Se STD HOOK VOID At 32" o.c. Q SEE PLAN SEE PLAN .,01 J' :::.. — 0_ 1/2" ISOLATION JOINT 1/2" ISOLATION JOINT 0- Q WWF CMU Q WWF x � _20 co 1.--.tx-x Q_ _ 61 ? %//�� %/// W �+ SEE PLAN DWL MATCH VERT 0 w ///�� ///� -_' N ctl REINF �W % cy ( 3" CLR 4' 3" CLR _ ..: .,p Q • • • • :6 : �: • °p Q T.O. FTG CONCRETE COLUMN U SEE FOOTING SCHEDULE 0 SEE FOOTING SCHEDULE - cq SILL DETAIL SECTION ro SECTIONr7'*'\l SECTION 8 SECTION 54,1 SCALE: 1" = 1'-0_ S4.1 SCALE: P = 1'-O" rJ4.1 .SCALE: 3/4" = I'-0" . 54.1 SCALE: NTS SO' STD NOOK SO' STD HOOK FAT ENDS OF BEAMS TOP OF COLUMN CONSTRUCTION SEE PLAN JOINT CONSTRUCTION JOINT (TYR) 30 0 MIN LAP (TYR) LAP TOP $ARS AT TOP REINF fX. MIDSPAN IF REQ. STD NOOK (TYR) CONCRETE BEAM 2„ CONCRETE BEAM SEE SCHEDULE FOR REINF. z 0_ w w N CONCRETE COLUMN CONCRETE COLUMN l SEE SCHEDULE FOR REINF. ir SEE PLAN � �a B07 / BM 0 BOTTOM LAP BOT E MID BARS AT STIRRUPS NOT SHOWN REINFORCEMENT SUPPORTS IF REQ. FOR CLARITY 0 a �n t_O. FTG CLEAR SPAN CLEAR SPAN CLEAR SPAN CONC COLUMNS (TYR) SEE SCHEDULE FOR REINF THIS DETAIL IS TO BE USED BY REBAR DETAILER NOT TO SCALE re""\ SECTION rio"\ SECTION 11 SECTION V54.V SCALE: 3/4" = 1'-0" 54,1 SCALE: 3/4" = 1'-01, L.0.1 SCALE: NTS 1 °} ARCHITECTURE W a ` PLANNING INTERIOR DESIGN J Q Q ""'Lyman Davidson a E Dooley, Inc. 5201 West Kennedy Blvd. � x Suite 501 Tampa, FL 33609 Uj ph:813.288.9299 0 fx: 813.288.8046 a AA0003000 W r 4' IB4000989 z F W ' m TAMPA J i nq Q ' f ;t U 4 YtJJ �i ° N0 d rt Qi J ■ m WCf ` 1C loc ° 00 F r FU. °F �< 3t (6 F•• t U x �w r° ECKERD STORE #3201 o- W FIRST STREET AT F FRENCH AVENUE 0 SANFORD, FL. 0 ?F,r rf CAPSTONE w� w GROUP INC 0' ' z 0 ,x' 801 N. ARMENIA AVENUE o k TAM PA, FL. 33609 Q °s, DETAILS }•' SCALE: VARIES W 0 :enter for ,)novative tructure5, o ,f JOD; 02-384 5706 S. MaeDill Ave. W Tampa, FL 33611 RM 813-835-5311 FAX 813-835-550377. 0 z Structural Engineers Q Van J. Gladfelter, P.E. Of F PE 0048099 L :F I EB 0007242 F DQ4 1/10/03 i 3 T.O. PARAPET ct1� VARIES BOT/BM STEP AS REQ SEE PLAN 0 A.B. AT 4'-0" o.c. ARCH. K.O. BLK w/ *5 CONT ROOF DECK ______ VARIES DECK BRG .o L3x3x3/16xCONT w/ 3/4" o x 6" EXP. BOLTS AT 3'-0" o.c. (2) K.O. TIE BM w/ (4) *5 STEP AS REQ. rl'*'\ SE CT I ON $4-2 SCALE: 1" = 1'-0" REQ'D BY MANUFACTURER SECTION_ 84.2 SCALE: 1" _ 1'-0" 1/2" EXPANSION JOINT MATERIAL STEEL I COLUMN SECOND POUR I L '—�—SAUICU JOINTST � 9 SECTION L.2 SCALE: 3/4" = 1'-0" 25'-4" T.O. PARAPET — • m� 21. we 11 1�1_ Clil� .: • c SEE ARCH �— K.O. BLK w/ *5 CONT L3x3x3/16 xCONT WELD TO EA JST 2SECTION SQ,.2 SCALE: V = 1'-3" (t OF JOISTS �- JOIST TOP CHORD 1/6 SEE PLAN SECT I ON_ 84.2 SCALE: 3/4" = 1'-0" PRECAST LINTEL w/ (1) *5 CONT. DECK ANGLE 1/4 V5 SEE 1/54.2 JOIST GIRDER MIN. 16" x 16" OPENING FOR GIRDER INI=ILL OPENING w/ — — — — — — — — — 5000 1=51 NON -SHRINK GROUT VARIES _N JST $RG r L6xrox1/2xI'-ro Q w/ (2) 3/4" m x 6" HS w/ (2) 5/8" 0 x 24" A36 RODS Z 6" BRG .� 0 w 4'-0" WIDE CONC CAP iv 2 w/ (2) *5 TOP d BOTTOM 55.1 w/ *3 TIES m 12" o.c. VARIES BOT/CAP L4x4x3/16x0'-8" w/ (2) 3/4" 0 x 5" EXP BOLTS (1) "6 DOWELS INTO TOP OF GONG CAP 8" x 4'-8" MASONRY w/ (1) *6 VERT BARS DO NOT WELD 3 SECTION SCALE: V = 1'-O" SPAN 10 EQUAL EQUAL0-F OF - I'-0" 1 CONC. LOAD (LBS) CONIC. LOAD (L55) y UNIFORM LOAD (LBS/FT) i BY IER CMU COORD PLACEMENT OF BRACING w/ VERT. FILLED CELL: e • '•Lr L3x3x1/4 w/ (2) 3/4" 0 x Fo" EXP BOLTS } 4 SECT ION Z4,2 SCALE: P = 1'-O" L 2 x 2 x 1/4 E.S. LOCATION OF CONCENTRATED LOAD I - - - - - 3/16 v .. " 3/16 V I i L3x3x1/4 (TYP) I BAR JOIST TO NEAREST PANEL POINT I ON BOTTOM CHORD I JOIST LOADING SCHEDULE I MAR CONC. LOAD UNIF. LOAD TO NEAREST PANEL POINT I (1-55.) (LBS/FT) ON TOP CHORD — — SP-Ji 650 225 3/16 L 2 x 2 x 1/4 E.S. 5P-J2 1300 225 SP-J3 350 225 ( CANOPY COLUMN 24" x 24" CMU WITH (8) *5 VERT 4 *2 TIES AT S" O.G. 2'-0" JOISTS SUPPORTING CONCENTRATED LOADS ARE TO BE DESIGNED WITH THE FOLLOWING LOAD CONDITIONS. THE NORMAL UNIFORM LOAD IS TO BE APPLIED SIMULTANEOUSLY WITH A CONCENTRATED LOAD AT THE MIDSPAN AND AT 1'-0" FROM THE SUPPORT. I l JOIST LOADS CANOPY COLUMN 40" x 48" CMU WITH (12) *5 VERT 4 *2 TIES AT 8" O.G. a' '6 • p a :a i :a •,a 401 '-0" BAR JOIST LOCATION OF CONCENTRATED LOAD 8 SECTION cj4,2 SCALE: 3/4" = 1'-0" (2) K.O. BLK w/ (2) ;— * 5 CONT GROUT FULLY 6 0 csJ 3" CLR _— !�C U s Z Q w w N SEE PLAN ro" SLAB w/ 6 x 6 - W2.13 x W2.13 WWF —x—x—x—x x.. SEE FTG SCHEDULE MASONRY ENCLOSURE - SEE ARCH. FOR EXACT' -LOCATION AND DIMENSIONS OF WALL lO SECTION 11 SECTION ri 2 SECTION 54.,2 SCALE: 1" 1'-O"j�,2 SCALE- 1" = 1'-0" 54,2 SCALE: 3/4" = 1'-0" :er)ter For �rovative tructure5, �C. 5706 S. MacDM Ave. Tampa, FL 33611 813-835-5311 FAX 813-835-5503 Structural Engineers Van J. Gladfelter, P.E. PE 0048099 EB 0007242 ARCHITECTURE —1 PLANNING INTERIOR DESIGN w w 0 0 0 w p Q� us �x� Lyman Davidson ag A Dooley, Inc. U r �z s r 5201 West Kennedy Blvd. w' Suite 501 C7' �;"P; Tampa, FL 33609 ph- 813.288.9299 a fx: 813.288.8046 r' AA0003000 w IB4000989 Zv ' m J v�- Z D 2 LL G s ` ItSL5l,1 z U IN I w ECKERD Q STORE #3201 t] � w F FIRST STREET AT FRENCH AVENUE a SANFORD, FL. 0 x' F CAPSTONE 0. U GROUP, INC 0 o 01 801 N. ARMENIA AVENUE TAMPA, FL. 33609 DETAILS SCALE: VARIES a 02-384 a C�6TC�ri126 VG DQLaC�'nl RM 0 Q ; . ■ L. DQ4l 1 /10/03 J a It. JOIST L3x3x3/16 L 3 x 3 x 3/16 CONT.-�- WELD TO EACH JOIST 1/8 2 3 S A ON FORMDECK TYP 1/8 2 1/8 L 3 x 3 x 3/16 L 5 3 liAiP L 3 x 3 x 3/16 x CONT. N WELD TO EACH JOIST 4�}•..Ci T.O. SLAB %-%-%-%-x x_x X-%-!= x-%-%-%-x N • I I N U TS 3 x 3 x 3/16oll RADIUS COPE ' ut STEEL BEAMJ A -A "� F BOT / BM L 3 x 3 x 3/16 WITH UNITS TO BE ANCHORED WITH 5/8 4) GALVANIZED THRU BOLTS W/ WASHERS (2) K.O. 5LK w/ L 5 x 3 x 1/4 x CONY (LLV) — — — — — — � AT.EACH CORNER (TYP.) (2) " 5 CONT w/ 3/4" 0 A.B. AT 24" o.c. — — w/ 1/4" STIFF fiP AT 24" o.c. A-Q CONTRACTOR ALTERNATE: STEEL COLUMN 3/4" 0 EXP_ BOLTS AT 16" O.0 BEYOND Q rr — — — -----, I I 4. JOIST Z w TYP I L3x3x3/16 I f TYP. 1/8 I i QC I I I I 1/8" CAP L 3 x 3 x 3/16 ----------- ---- PLATE, TYP. � I --- --- U TS3x3x3/16 TS3x3x3/16 I I L3x3x3/16 O ROOF DECK O TS3x3x3/16 1I8 N0 — — — — — — TS3x3x3/16 I > _ --- I w MR 3/8 x 6 x 6, TYP. 3 L 3 x 3 x 3/16 LL BAR JOIST R_ %_%_ _%_%_%_%_%_%_%_%_%_%� j%_%_%_x_%_%_%_%_%_%= � JOIST FOOTING BEYOND SEE FOOTING SCHEDULE GALVANIZED CONDENSOR FRAME: 2'-1 1/4" cLR COORDINATE ALL DIM WITH MECH. VERIFY w/ MECH. OWCaS r1A""`\SECTION 18 SECTION PLAN 2 SECTION 8, 43 SCALE: 3/4" FF t�,3 SCALE: 3/4" _ P-0" t.,3 SCALE: NTS JOIST UP 1/4 CAP PLATE 3/8" 0 HOLE FOR CABLE ACCESS (2I L 4 x 4 x 1/4 x 16° FILL CELLS COORD. w/ ARCH. II C 3 4" EPDXY O TS I II U ( i 3) / EP B L IIII Q I I 1� WEATHER _ HEAD FOR CABLE T.rv-. 4 x 2 x 1/4 I I \ \ ----------------- (2) *6 VERT l/4 TYP. L 4 x 4 x 1/4 I I ACCESS - COORD_ S III HIGH AND LOW I I w/ ARCH. Ir 2" 4 STD PIPE (OUTSIDE DIA_, III w I I NO EXCEPTIONS) II ROOF DECK I I (2)L4x4x1/4 2" m STD PIPE I I (1) EA SIDE OF PIPE IIII I I I IIII I I JOIST J015T (I (SEE 8/542 FOR L 4 x 4 x 1/4 I I) I ADDTL, REINF_) HIGH AND LOW IIII I I TYP 1/8 IIII I I III JOIST S T.5, 4 x 4 x 1/4 BACK 7 BACK (0 TYP I/8 4 SEE ARCH FOR. CANOPI' DIMENSIONS SATELLITE DISH DETAIL ._ SEE S/52.1 STUD FRAME BETWEEN TUBE STEEL FRAME NOTE: SATELLITE STAND SHALL NOTE: SATELLITE STAND SHALL BE GALVANIZED. BE GALVANIZED. 3 SECTION 4 SECTION �✓ SECTION ro SECTION ON SCALE: 3/4" 1'-fd" �,3 SCALE: 1" = 1'-0" $s�•3 SCALE: 3/4" = 1'-0" SCALE: 3/4 - I'-011 m, a -5OL) SLOTTEDw, w/ s STEEL BEAt PLAN; = e s w/ (4) 3/4" 0 EPDXY 50L. i ° ARCHITECTURE —I a;. PLANNING INTERIOR DESIGN Q , : Lyman Davidson Dooley, Inc. Q ✓' `k i 5201 West Kennedy Blvd. h3` Suite 501 Tampa, FL 33609 Sri ; ph: 813.288.9299 O d A fx: 813.288.8046 " AA0003000 ° w IB4000989 � z m TAMPA Q ; f (� t •' f 2 16" s #t �s r t i, y 'f 5� F e � V 0 W W 4 U '1 M rl) _j LL ■i, w s Wy G 00 o F ~ z S Z U ..L ;1 fl ECKERD STORE #3201 Q„ FIRST STREET AT 0 FRENCH AVENUE n0 SANFORD, FL. 0""! zy, 5 }{ CAPSTONE k GROUP, INC o 0 ' ;; 801 N. ARMENIA AVENUE o TAMPA, FL. 33609 > z� DETAILS > SCALE: VARIES J 0 4 :enter for lilOVG1tIV2 w 02-384 tructures, 0R.Dx' 1G, aC�4R6 VG 5706 S. MaeDill Ave. w Tampa, FL 33611 �_ 13-835-5311 N DQGJAWM RM FAX 813-835-5503 (7 '=j s z� ; Structural Engineers Q ; Van J. Gladfelter, P.E. o `' PE 0048099 1/10/03 EB 0007242 J a� STD. 90' DWL. - Q a CMU ABOVE w/ *ro AT Iro 11 O.G. e (2) *5 DWLS. (MATCH C5-2 TOP E BOT. BARS) I' MA50NR� p COLUMN . - ;. NOTE: POUR C5-1 4 C5-2 MONOLITHICALLY. 1 SECTION .� SCALE: I11 1'-oil SEE ARCH FOR RISE AND RUN SEE GIVIL OF STAIRS AND RAILM T.O. 5LA8 x x !� (1) *3 N05E BAR (TYP) • *5 a 1211 O.C. 4: ,; _- • (CTR) ° EA. WAY • 2 x CMU WALL ' T.O. Y1-TG 811 (1) *5 CONT. 01 . ;:. VLL 1 1 \.A. V\./1"TL✓MI-1.� 2 SECTION �51_1 SCALE: 3/4" = 1'-oil 4 l 3 1 5F-G' SrJ' .1 SCALE STRUCTURAL NOTES DESIGN CRITERIA 1. Building Code: Florida Building Code, 2001. 2. Design Live Load: Roof = 20 PSF (trib area = 0 - 200 SF) 16 PSF area = 201 - 600 SF) 12 PSF �trib trib area > 600 SF) Floor = 125 PSF 3. Design Dead Loads: Roof = 18 PSF Floor = 50 PSF 4. Design Wind velocity = 110 MPH 5. Wind Importance Factor = 1.0, Building Category 11 " 6. Wind Exposure Category = B 7. Internal Pressure Coefficient (GCpi) = Enclosed building (+/-) 0.18 = Partially enclosed building (Canopy) (+/-) 0.55 8. See plan sheets for wind load uplift diagrams for roof members. 9. Other Loads: Contractor shall submit loading information for all equipment not shown on the drawings, .or differing from those shown on the drawings. MISCELLANEOUS 1. The 'Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not =limited to, temporary bracing, shoring, tie downs and other provisions which will ensure the safety at the jobsite until the entire structural system has been installed. 2. Do not scale these drawings. Coordinate all dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discrepancies or omissions found in the contract document. SUBMITTALS 1. All shop drawings shall be submitted and approved prior to construction. Allow (10) working days for approval from this office. Drawings shall be signed and sealed by a Florida licensed engineer. 2. Poured in Place Concrete: a) Proposed concrete mix design in accordance with ACI ,301 Chapter 3. b Detailed shop drawings of reinforcing bars showing number, size, and location. c) Formwork and shoring drawings as required by the Florida Threshold Law. 3. Concrete Masonry Units: a) Detailed shop drawings of reinforcing bars showing number, size, and location. b) Type of units and compression test results. 4. Structural Steel: Detailed shop drawings showing all member sizes, welds, bolts, connection details, layout, etc, as required to fabricate and erect the steel framing. 5. Joists and Girders: Detailed shop drawings showing joists, joist girders, bridging, accessories and connections. Calculations signed and sealed by a licensed Florida engineer. 6. Metal Deck: Detailed shop drawings showing layout, type, fastening and all accessory materials. 7. Cold Formed Steel: Detailed drawings showing layout, size, gauge, bracing, fastening and all accessory materials. SITE WORK 1. Assumed soil bearing pressure = 2000 PSF 2. A soil investigation shall be completed by a registered Geotechnical Engineer. All site preparation shall be done in accordance with this document. 3. All fill shall be clean voil, free of debris and organic material. Fill shall be placed and compcated in one lifts. Compact soil to 98 modified proctor value. 4. Notify the engineer if the footing excavation reveals materials or conditions not anticipated in the soil's report. 5. Foundation walls that retain soil shall be braced until floors slabs are in place. POURED -IN -PLACED CONCRETE 1. Codes and Standards: ACI 318 "Building Code Requirements for Reinforced Concrete" ACI 315 "Details and Detailing of Concrete Reinforcement" ACI 301 "Specifications for Structural Concrete for Buildings" 2. Concrete is to be normal weight conforming to ASTM C94: o Portland Cement ASTM C150 b Aggregates (3/4" maximum) - ASTM C33 c Air entraining - ASTM C260 d Water Reducing - ASTM C494 e Flyash (20% maximum) - Class F ASTM C618-78 f) Water Potable g Slump Range - 3" - 5" h Placement Time (Maximum) - 90 minutes from batch -time 3. Minimum compressive strength after 28 days: a Footings, masonry fill - 3000 PSI b Columns, beams 4000 PSI c Mezzanine Slab 5000 PSI 4. Reinforcing steel is to be Grade 60 conforming to ASTM A615 a) Minimum lap splice - 30 diameters (U.N.O.) b Bar cover: Footings, retaining wall - 3" Columns, beams, slabs - 1 1 /2" c) Provide corner bars which match the horizontal bars at all wall footings and tie beams. d) Welding reinforcing if required shall conform to AWS D1.4. 5. Slob -on -Grade a Welded wire fabric - ASTM A185; lap mesh 6" minimum at joints b Moisture barrier - 6 mil polyethylene c Compressive strength - 3000 PSI 6. Install ties, spacers, chairs, etc (per CRSI recommendations) necessary to securely hold reinforcing during concrete placement. Use plastic tips at all exposed surfaces. 7. Use internal vibrators to consolidate all concrete. „g 8. Concrete curing options ciLiquid membrane forming chemical compound conforming to ASTM C309. b� Continuous moisture in accordance with ACI 301. 9. Concrete shall be finished per architectural drawings.a 10. A testing laboratory shall perform the following concrete tests for each 50 cubic yards. Send test results to the owner, architect, structural engineer and General Contractor. a) Slump test - ASTM C143 b Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28 days and hold one in reserve. 11. All beams shall be poured monolithically. 12. Exposed edges of columns and beams shall be chamfered 3/4" unless noted otherwise on architectural drawings. ; 13. Coat all forms with a commercial compound that will not bond, or adversely affect the concrete. 14. The contractor is responsible for the proper design of all formwork and shoring. Design shall be performed by a licensed engineer. 15. Coordinate locations of all openings, embeds and accessories that are required by all trades. No opening or sleeve may be placed in beams or columns unless approved by the engineer, 16. Proper placement of all embeds, anchor -bolts, and etc shall be verified prior to placing the concrete. Notify the engineer of any conflicts. CONCRETE MASONRY UNITS 1. Blocks shall be normal weight Grade N, Type II hollow load bearing masonry units which conform to ASTM C90. a Net compressive test strength of units = 2000 PSI b f'm = 1350 PSI 2. Mortar shall be type M or S and conform to ASTM C476. 3. Fill all 'cells containing reinforcing with course grout. 4. Coarse rout shall conform to ASTM C476 a 3000 PSI at 28 days bJ 3�8" aggregate c 8 -10" slump 5. All work shall conform to ACI 530-88. 6. Reinforcing bars shall be lapped 48 diameters where spliced. 7. All vertical bars shall be held in position at the top and bottom and with a minimum clearance of 1/4" to the masonry walls and one diameter between bars. 8. Horizontal reinforcing shall confirm to ASTM A82. 9. Horizontal reinforcing shall be 9 gauge (U.N.O.) ladder type Dur-o-wall (or equal) at 16" o.c. and shall be lapped a minimum of 6" at splices. 10. Store masonry on pallets and cover with visqueen. 11. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints, vertical and horizontal 12. Groutin options a� 4 high lifts with no observation holes. b 8' high lifts with observation holes. Observation holes shall be 4" x 4" sawcuts at the base course of all reinforcing. 13. Space masonry control joints at a maximum of 34'-0" o.c. (U.N.O.). 14. Masonry inspection shall be provided per ACI 530. 15. Provide a 8" x 8" 'reinforced precast lintels at all openings less than 8'-0" o.c. (U.N.O.) with a minimum end bearing = 8". STRUCTURAL STEEL 1. Codes 'and Standards a) AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", - Latest Edition. b) Welds shall conform to the American Welding Society, AWS D1.1 using E70 electrodes. c) Bolts and bolted connections shall conform to "Specifications for Structural Joints Using ASTM A325 or A490 Bolt" Use bearing type bolts with threads across the shear plane. d Structural steel shapes, plates, etc. - ASTM A36 e) Steel tubing - ASTM A500 Grade B #) Steel pipe ASTM A501 hAnchor bolts - ASTM A307 Column splices - AISC "Structural Steel Detailing" Table A-7 Page 11-Al 2. 2. No splices shall be allowed in any structural steel member unless shown on approved shop drawings: 3. Framing connections shall be double angle type (UNO). Design connections for 55% of the total load capacity derived from the uniform load constants table, Part 2 of the ASIC Code. 4. Verify the location and size of all floor and roof openings with the appropriate sub -contractor. 5. All members except those to be field welded shall receive one coat of shop primer paint. See architectural drawings for preferred color. 6. Steel stairs shall be designed by a licensed engineer retained by the fabricator 'for a live load = 100 PSF. 7. No openings shall be ' allowed in steel members unless shown on the drawings. 8. Openings, copes, and other steel cutting shall have a 1 /2" minimum radius. 9. All beams shall be fabricated and erected with the natural comber up. 10. Welds -:not designed shall be a fillet weld equal to 1 /16" less than the least thick` member, all 'welds shall be cleaned and painted. 11. Non -shrink grout (ASTM C 1107) to be 6000 psi (min), non-ferrous and non -corrosive. 12. A qualified testing laboratory shall be retained to perform the following tests: a Inspect all `steel members and connections b� Test 50% of full penetration welds. Send copy, of report to the owner, architect, engineer, and contractor. STEEL BAR JOIST AND JOIST GIRDERS 1. Codes and Standards: a AISC Standard Specifications for Open Web Steel Joists b AISC Standard Specifications for Joist Girders c The Recommended Code of Standard Practice for Steel Joists and Joist Girder d) The Steel Joist Institute 2. Steel joist manufacturer shall be a member of The Steel Joist Institute. 3. See Standard Joist Specifications for camber requirements. 4. Verify weight and location of all equipment or unique loads with contractor prior to fabrication of joists. 5. Design roof joists and bridging for the net uplift as shown on plans per Standard Joist Institute. 6. Joists, girders and accessories shall have one shop coat of paint. 'See architectural drawings for preferred color. 7. Joists shall bear a minimum of 4" on masonry and 2 1 /2" on steel (UNO). 8. Provide' bottom chord ceiling extensions where required by architect. 9. The joist bridging shall be properly installed before construction loads are applied. 10. Joist design engineer shall be provided with a copy of these documents. ROOF DECK 1. Metal roof deck shall conform to the specifications of The Steel Deck Institute. 2. Metal roof deck shall be 1 1 /2" deep, 22 gauge, wide rib Type B and galvanized. 3. Install all decking (3) span continuous. 4. Use weld washers for decking 24 gauge and thinner. 5. See plan for fastening requirements, all welds shall be cleaned and painted. FLOOR DECK 1. Metal floor deck shall conform to the specifications of The Steel Deck Institute. 2. Metal floor deck shall be 9/16" deep, 28 gauge formdeck and galvanized. 3. Install all decking (3) span continuous. 4. Use weld washers for decking 24 gauge and thinner. 5. fasten floor deck to each support with (2) puddle welds per 36" width. COLD -FORMED STEEL 1. Codes and Standards: a) "The Specifications for the Design of Cold -Formed Steel Structural Members" by AISI b "Code for Welding in Building Construction, D1.0" by the AWS c 18 gauge and lighter = ASTM A446, Grade A minimum yield strength = 33,000 PSI. d) 16 gauge and heavier = ASTM A446, Grade D minimum yield strength 50,000 PSI. e) Members shall be galvanized finish per ASTM A525 G60. 2. Provide manufacturer's recommended standard steel tracks, blocking, lintels, clips, bracing, screws, web stiffeners and accessories as needed to properly complete the framing. 3. Bridging shall be provided and installed per manufacturer's recommendations 4. Members shall not be spliced. 5. Provide members which conform to the following properties. 6" 20 Go Cee A = .337 in-2 I = 1.742 in-4 4" 18 Go Cee A = .872 in-2 I = .417 in-4 4" 20 Go Cee A = .672 in-2 1 = .298 in-4 6. All framing members shall be designed by the manufacturer to support all live, dead sand wind loads shown on the drawings with a maximum deflection equal to L/360 (U.N.O.). PRE-ENGINEERED WOOD TRUSSES 1. Codes and Standards: a "National Design Specification for Wood Construction" latest edition b "Design Specification for Metal Plate Connected Wood Trusses, TPI- 85", published by the Truss Plate Institute. 'c) "HIB - 91 ", published by the Truss Plate Institute d All requirements of Truss Plate Institute 2. Maximum deflection: Live Load = L/360, Total Load = L/240. (U.N.O.) 3. Trusses shall be designed with no horizontal reaction. 4. Design wood trusses for the loads (LL, DL, WL) shown on the drawings. 5. Truss erector is responsible for the temporary bracing of the trusses. 6. Truss manufacturer shall clearly show the the size and location of all required top and bottom chord bracing. 7. (U.N.O.) Contractor shall provide approved hurricane clips and straps to resist the uplift forces shown on the shop drawings. 8. Truss manufactor shall provide all connections, hangers, header beams, etc in order to complete the roof and floor framing. ARCHITECTURE -1 PLANNING !tf kPP� INTERIOR DESIGN ❑- 4 ��7 Z� z 0 U) ❑ Q z a ❑ H Q Q L F U w 0 U w Q tr a ❑ z Q } J LL 0 center for innovative w a. Structures, o 5706 S. MaeDiH Ave. _ Tampa, FL 33611 813-835-5311 FAX 613-835-5503 Z Structural Engineers Van J.. Gladfelter, P.E. ❑ PE 0048099 EB 0007242 Lyman Davidson Dooley, Inc. 5201 -West Kennedy Blvd Suite 501 Tampa, FL 33609 ph: 813.288.9299 fx: 813.288.8046 AA0003000 IB4000989 TAM PA Q11/21/02 A A V_ CO CJ • V' Zcc 00 cc U) ECKERD STORE #3201 FIRST STREET AT FRENCH AVENUE SANFORD,, FL. CAPSTONE GROUP, INC 801 N. ARMENIA AVENUE TAMPA, FL. 33609 GENERAL NOTES/ DETAILS SCALE: VARIES 3Y 02-384 11 12"V co T � 120) V 3ffV „ 1 it 1 I 2 „g2V12VI 1 2" � 1 1 I 1 I 12",V 2„V 1 2"V 1 12 "V 1 %.o � I f 2r, 3„V a 1N.J 14"VTR YV „3" 1`I2V 4 12"V 1 4„ 3" SS 4" ono c.1 CONNECT TO SITE SANITARY SEWER 4" SANITARY ISOMETRIC WH-30 SCALE NONE 1/2"CW T T 3/4"CW DROP 21/ 3/4"HW RISE /2'HWvif I...T _ _ me MEZZANINE) _T_.. ir..:. -i C___._ K GENERAL NOTES WATER PIPING ci, ARCHITECTURE 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL', STATE, AND LOCAL CODES. 1. WATER PIPING SHALL BE TYPE "K,",COPPER BELOW GROUND,:WITH VINYL SLEEVE FOR w Q THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE 2001 FLORIDA BUILDING CODE ANTI -CORROSION, AND TYPE ?V' COPPER (ASTM B 88-89) ABOVE GROUND WITH .„.xPLANNING v ';INTERIOR DESIGN AND THE 2001 FLORIDA PLUMBING CODE. WROUGHT -COPPER '' FITTINGS (ASTM B16.22-89) AND SOLDER JOINTS. 2. REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE 2. THE SITE SUBCONTRACTOR SHALL FURNISH AND INSTALL A NEW WATER SERVICE TO a..: ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS. THE BUILDING. 3. COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, 3. THE SITE SUBCONTRACTOR SHALL FURNISH AND INSTALL A MAIN BACKFLOW PREVENTER ELECTRICAL LIGHTING, AND STRUCTURE IN THE CEILING PLENUMS, INSTALLED IN ACCORDANCE WITH UTILITY COMPANY REGULATIONS. �:>..:....:. 4. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES SHOWN ON 4. THE SITE SUBCONTRACTOR SHALL FURNISH & INSTALL A MAIN WATER METER, rn THE FIXTURE SCHEDULE. VERIFY MOUNTING HEIGHT AND CONNECTION SIZES OF ALL INSTALLED IN ACCORDANCE WITH UTILITY COMPANY REGULATIONS. PLUMBING FIXTURES PRIOR TO INSTALLATION. 5. SUPPORT ALL PIPING WITH PIPE HANGERS BY GRINNELL OR APPROVED EQUAL. z 5. ALL WORK, BOTH MATERIAL AND INSTALLATION, SHALL BE GUARANTEED FOR A 6. PROVIDE EACH FIXTURE WITH, SHUT-OFF SUPPLY STOPS. EXPOSED STOPS AND SUPPLY o PERIOD OF ONE YEAR FROM ACCEPTANCE BY THE OWNER. PIPING SHALL BE CHROME PLATED, WITH A CHROME PLATED ESCUTCHEON PLATE AND a :...... SET SCREW. STOPS SHALL BE 16" AFF AT LAVATORIES & 8" AFF FOR WATER CLOSETS. Z c WASTE, AND VENT 7. PROVIDE UNIONS FOR ALL CONNECTIONS TO SERV I CABLE EQUIPMENT • UNIONS SHALLwo SANITARY, f f PIPING BE DIELECTRIC TYPE WHERE D15SIMILIAR METALS ARE CONNECTED. w 8. INSULATE ALL HOT AND COLD WATER PIPING WITH 1/2" FIBERGLASS INSULATION EQUAL TO MANVILLE MICRO-LOK AP-T, OR 1/2" ARMAFLEX INSULATION. VAPOR SEAL ALL BUTT o 1. SANITARY, WASTE & VENT PIPING SHALL BE SCHEDULE 40, PVC DWV '(ASTM-2665) JOINTS. OR ABS-DWV (ASTM D 2661-87A) WITH SOLVENT WELDED JOINTS. - 9. PROVfDE WATER HAMMER ARRESTORS, EQUAL TO J.R. SMITH 5000.SERIES, IN o 2. SLOPE OF SANITARY AND WASTE PIPING SHALL BE UNIFORM, WITH A MINIMUM OF ACCORDANCE WITH PDI STANDARD WH-201. FIELD FABRICATED SHOCK ABSORBERS " ' 1 4PER FOOT FOR 2, AND MINIMUM OF 1 8" PER FOOT FOR LARGER DRAINS. / / ARE NOT ACCEPTABLE. 3. EXPOSED WASTE DRAINS IN TOILETS SHALL BE WITH CHROME PLATED BRASS TUBING 10. PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. AND WITH A MATCHING ESCUTCHEON PLATE. 11. TEST ALL WATER PIPING AT 100 PSIG FOR SIX HOURS OR AS REQUIRED BY THE 4. PROVIDE CLEANOUTS AS REQUIRED BY CODE. BUILDING DEPARTMENT.>:<;.:; 5. FURNISH FOUR POUND LEAD, OR EIGHT OUNCE COPPER, VENT FLASHING FOR 12. STERILIZE WATER PIPING IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS. o - INSTALLATION BY THE GENERAL CONTRACTOR FOR ALL VENTS THRU ROOF. VERIFY 13. PROVIDE SERVICE VALVES AT BRANCH SUPPLY LINES, AS SHOWN ON THE PLAN. ALL T INSTALLATION. TYPE OF ROOF NG PRIOR 0 H T H 1 B SERVICE. VALVES SHALL BE ALL R ATE VALVES, CHECKS, ETC SHALL BE 25 L SE CE 6 0 G 6. TEST SANITARY, WASTE &'VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS TYPE. GLOBE VALVES ARE NOT ACCEPTABLE. VALVES SHALL BE INSTALLED CLOSE a 1L y an OR AS REQUIRED BY THE BUILDING DEPARTMENT. TO CEILINGS, FOR SERVICE THROUGH ACCESSIBLE CEILINGS. I i 7. THE ROOFING SUBCONTRACTOR SHALL SEAL VENTS THROUGH THE ROOF, WITH ROOF JACK DESIGNED FOR THE SLOPED WOOD ROOF. PLUMBING LEGEND SANITARY PIPING ----------------- -- VENT PIPING CONNECT TO SITE - - COLD WATER PIPING STORM SEWER, -------- rl j L f 1r ------------ § I 1 CW 2" i _.._ GW 3/4"HW , _ ---i-+ 1' ----------------- -- - i J 1/ l ' `..-_, E3) I �'i _ � "i c-�i WC-1-I � `�� i i _ i DROP T0: I - C HC IT (1) WH-1 1 ' 2"CW ! _._ _. �_A_�. a 1"`,W I _ (1) WC - 1/2"Cw 1/2"HW„-..�-T " 7'-8"` (1) WC-HC , 1/2 CW i 3�4"NW 61� i ' - 1/2 "M ! \ DROP TO, i (1) .LAV-HC j :! (2) LAV I UR-HC ! (1) EWC- ' I p 3 4"cv (1) LAV ✓ , ) i i z ! I' -- , I \ (3) LAV HC- �i 1„CW ------ I 3/4 HW i r i r .w,. I_,= UNLESS NOTED OTHERWISE ALL if /1 o� SCS 31, I i.._;! FOR PLUMBING IN THIS SANITARY WASTE SHOWN IS 3/4 CW I - !; LOCATED BELOW SLAB OR GRADE " !i 'AREA, REFER TO ENLARGED _ 3/4 HWPLAN ON THIS SHEET. UNLESS NOTED OTHERWISE ALL DROP TO: C+- - -� - I ��' I I i ( WATER PIPING SAFETY PAN Q S1 SCS �+--- I - - 1 i 1 ! i # . AND RELIEF VALVE PIPING SHOWN l�u 1 SS _._._.�_. w_�_ _:.._ ...__..___ -;, I ' w ; _ _._._:v._.__ _. -. _ _ ::_ _._.:_ i !! SHALL BE LOCATED ABOVE CEILING r „ fu { 1/ `� IN JOIST SPACE I l ------------------ i I -- 1"CW Cu ENLARGED PLUMBING PLAN G �� Cu { j SCALE 1/4" _ 1'-0" -' r� SCUPPER BOX o� ROOF: AREA OF DRAINAGE { CD 3420 SQUARE FEET SCUPPER SIZE: SEE PLAN ! i o (4) EACH 6" 40, a !f 0 6" STORM RECEPTOR (TYPICAL OF 4 , ROOF �� REAR WALL �) OF BUILDING i - 6 x 6 RAIN LEADER 6U I CAPACITY OF 9747 SQUARE FEET ' i! (4) TOTALCD in co t i wROUTE BELOW 1,.,. �..� Y;}�,,.;,....j .} 1f - cz GRADE `. t :;+, • ' '` L:,-•'°+' ;11 20'-0" +�. r '~ ` ' .' t,r •.GRADECONNECT T -SITE__ --_- - -1 SANITARY SEWER. '! � ... .L:ti• Br (9�> 1`� 'f ti3 , ••5:.i'1'Ii"'.1;..,+ , A; r45•• -L • 1, 1 44• 7J B F• , PIPE TO40# - .. , '.: •-.,.....�.....,.; .•. • ,,•I�r.r� • .-SITE STORM SEWER ! -1" CW _ - i 3„- - -- - - - F 3 �2" FROM FINISHEC CAPACITY OF 7642�-_------ _-_ _._...._--------:._., ,.�...__ _ _.... _: _ ,___.__ W F;.•r, SQUARE FEET " v`-- _wXs _..__.__ _._ 1 CW UP TIGHT _ cu TO WALL, RISE co o TIGHT TO STRUCTURE. ROOF DRAINAGE DETAIL SOV AT 5'0" AFFI SCALE: NONE (FOR PIPE SIZING ONLY) CONNECT TO SITE PLUMBING PLAN - DOMESTIC WATER. " " IF � 1 L NOTE: ALL STORM. PIPING HAS BEEN SIZED FOR 1 /8 SLOPE. SCALE 1/8 = 1 '-0 w 11,2 I WATER DEMAND CW HW TOTAL CITY TOTAL EACH EACH EACH EACH ALL WC-HC WATER CLOSET - TANK TYPE 5 - 5 2 10 WC WATER CLOSET - TANK TYPE 5 - 5 1 5 LAV-HC LAVATORY 1.5 1.5 2 2 4 LAV LAVATORY 1.5 1.5 2 3 6 UR-HC URINAL 5 - 5 1 5 EPS EXPRESS PHOTO SINK 2 2 3 1 3 SCS SINGLE COMPARTMENT SINK 2 2 3 2 6 SS SERVICE SINK 3 3 4 1 4 WH-1 WALL HYDRANT 3 - 3 2 6 MISC MISCELLANEOUS 1 - 1 1 1 TOTAL WSFU 50 TOTAL GPM 29 WATER SERVICE = 1" NOTE: BACKFLOW PREVENTER AND WATER METER PROVIDED BY SITE CONTRACTOR. 1 /10/03 1 • , EZZ I E FL R ❑€ ARCHITECTURE w PLANNING PLUMBING FIXTURE SCHEDULE ull=>=:>;:<`, INTERIOR DESIGN Z a,..;. : MARK DESIGNATION & SPECIFICATION COLD HOT TRAP/ VENT : : : ❑:: '' WATER WATER WASTE z1 ASME T&P RELIEF 01..... : VALVE: DWV DRAIN WC-HC „ WATER CLOSET ELJER 091-7045 1/2 - " 3 2" rnt DISCONNECT SWITCH FULL SIZE ROUTED 18" HIGH, FLOOR MOUNTED, TANK TYPE, 1.6 GPF, VITREOUS INTEGRAL w€ BY ELECTRICAL TO DRAIN PAN CHINA, PRESSURE ASSISTED, ELONGATED BOWL, SIPHON JET. TRAP z SUBCONTRACTOR WITH AIR GAP THERMAL EXPANSION TANK: OLSONITE #10 HEAVY DUTY PLASTIC SEAT, OPEN FRONT, LESS COVER, WITH S/S SELF SUSTAINING CHECK HINGE, ° "THERM-X-TROL" VACUUM BREAKER: AMTROL ST-12 ak 36 WATTS OR EQUAL ----__WC WATER CLOSET ELJER 091-7025 1/2" - 3" 2" 14" HIGH, FLOOR MOUNTED, TANK TYPE, 1.6 GPF, VITREOUS INTEGRAL z CKECKVALVE HEAT TRAP VACUUM RELIEF VALVE: CHINA, PRESSURE ASSISTED, ELONGATED BOWL, SIPHON JET. TRAP }` GATE VALVE COUNTER TOP WATTS #36A OR EQUAL OLSONITE #10 HEAVY DUTY PLASTIC SEAT, OPEN FRONT, LESS COVER, WITH S/S SELF SUSTAINING CHECK HINGE. w o; " 0� - COLD WATER i- I -- HOT WATER UR-HC R 161-1090 3/4" URINAL ELJER 2" 2" o.<><:x:: GATE VALVE WALL MOUNTED, VITREOUS CHINA, SIPHON JET WITH INTEGRAL 9 WATER HEATER TRAP. PISTON TYPE URINAL VALVE, AND CP NUTS. Qi € UNDER COUNTER 3/4 COLD WATER ZURN URINAL SUPPORT WITH BOTTOM BEARING PLATE. — — THERMAL EXPANSION TANK: RIM 17" AFF. a DIELECTRIC UNIONS ! 3/4" HOT WATER AMTROL "THERM-X-TROL" ST-S . LAV-HC LAVATORY ELJER 051-2644 1/2" 1/2" 1-1/4" 2" ❑I ASME T&P RELIEF WATER DIELECTRIC UNIONS WALL HUNG TYPE, 18 x 16" VITREOUS CHINA, FOR CONCEALED wHETEk VALVE: DWV COPPER DRAIN VALVE ARM SUPPORT. CHICAGO 797A-336 FAUCET WITH 0.5 GPM FLOW CP TRAP WITH INTEGRAL CLEANOUT. o w ' DRAIN FULL SIZE TO RESTRICTOR, CP GRID DRAIN. y Lyman a x,,,,, " DRAIN: 1 DWV TRUEBRO 101 1 NSULAT I ON K I T . ZURN CONCEALED ARM CARR I ER , DRAIN VALVE WATER HUB DRA I N . COPPER, ROUTE TO MOUNT RIM AT HAND I CAP HE I GHT . _€ *;>>:; Davidson 0x DRAIN: 2" SCHEDULE HEATER HUB DRAIN. LAV LAVATORY ELJER 051-2644 1/2' 1/2- / 1-1 4" 2" / n}I::::>. :::::.::::::::€; Dooley, Inc. 40 PVC, ROUTED WALL HUNG TYPE, 18 x 16" VITREOUS CHINA, FOR CONCEALED / TO EXTERIOR SPILL LOCATE WATER HEATER SAFETY PAN: 24 ARM SUPPORT. CHICAGO 797A-336 FAUCET WITH 0.5 GPM FLOW %>`* 5201 West Kennedy Blvd. 6" A . F . G . SAFETY PAN: 24 IN FRONT OF 'DOORS GAUGE .GALVANIZED RESTR I CTOR , CP GRID DRAIN. CP TRAP WITH INTEGRAL CLEANOUT. N�*;�;x,�+ y WI..'>,. Suite 501 I GAGE GALVANIZED SHEET METAL, 1-1/2" TRUEBRO 101 INSULATION I ON KIT. ZURN CONCEALED ARM CARRIER, x'. Tampa, FL33609 r, SHEET METAL, 1-1 /2 DEEP, SOLDERED MOUNT RIM AT HAND I CAP HEIGHT . aIf€'�'>�>� w1 M AN N 00 DEEP SOLDERED L I QU I DT I GHT zx I ph: 813.288.9299 L I QU I DT I GHT EPS EXPRESS PHOTO SINK 1/2" 1/2" 1-1/2" 2" 0`,` .. ,,....,.....,. fx: 813.288.8046 PROVIDED BY ECKERDS; PLUMBING SUBCONTRACTOR TO PROVIDE nI AA0003000 WATER HEATER DETAIL -WATER HEATER DETAIL THE FOLLOWING: T&S BRASS MODEL 60-020 LAVATORY FAUCET WI<,;>,;.:<,;', IB4000989 (ON MEZZANINE! BELOW COUNTER) WITH B-107 SPRAY HANDSET, B-101 KS TO BE HOSE AND . P FLANGE zk B-4074 NOZZLE, B-GH OUTLET (SHANKS TO BE EXTENDED). PROVIDE FOR �� ` EYEWASH UNIT; HAWS 7613LH. LOCATE PUNCH FOR EYEWASH 1-1/2" OUTSIDE w:'fi;; {xk ' AND CENTERED ON LEFT SIDE OF SINK. FAUCET/EYEWASH AVAILABLE THROUGH: .<:«:F >NASH tl '. ,. W . :x..,,a: s SOUTHWEST KITCHEN & BATH (800) 282-8191. m 11 TAMPA € w..2 SCS SINGLE COMPARTMENT SINK ELKAY "LUSTERTONE" #LR-1720 1/2" 1/2" 1-1/2" 2" _ ;n COUNTERTOP TYPE SINGLE COMPARTMENT, 17"x20" F { 1 18 GAGE 302 STAINLESS STEEL, WITH DROPPED LEDGE, ELKAY #LK-4102, DECK MOUNTED, SINGLE LEVER FAUCET, WITH AERATOR, ELKAY #LK-35 DRAIN WITH STOP AND SUPPLIES EWH-30 ELECTRIC WATER HEATER A,O, SMITH DEL-30 3/4" 3/4" — — NOTE: ALL PIPING SHALL BE PVC FOAM INSULATED, GLASS LINED TANK, THREE `k YEAR WARRANTY WATER HEATER. 30-7/8 HIGH x 21-3/4" LAVATORY _ DIAMETER, 4500 WATT, 208/1 VOLT ELECTRIC HEATER. UL AND ASHRAE 9OA-1980 APPROVED. EWH-10 ELECTRIC WATER HEATER AO SMITH #DEL-10 3/4 3/4 A INDIRECT CASE DRAIN LINE FOAM INSULATED, GLASS LINED TANK, THREE BY REFRIGERATION CONTR. YEAR WARRANTY WATER HEATER. 18-1/4" HIGH x 18" ---EXTERIOR WALL DIAMETER, 1500 WATT, 1 20/1 VOLT ELECTRIC J.R. SMITH # 2698 � AIR GAP----_ 1/2- FINISH FLOOR HEATER. UL AND ASHRAE 90A-1980 APPROVED. SS SERVICE SINK ELJER 242-0120 1/2" 1/2 30 , 2" DOWN IN WALL WALL MOUNTED, 22" x 18", ACID RESISTING, ENAMELED CAST IRON SINK. CHICAGO 897 FAUCET WITH VACUUM BREAKER, F INTEGRAL STOPS IN THE SHANK, PAIL HOOK, WALL 1/2" TYPE "L" " BRACE, ELJER 804-1060 CAST IRON TRAP W/ENAMEL `INSIDE W``"<`'>`;.:.:.:. COPPER PRIMER, 3 PVC P TRAP CLEANOUT PLUG AND -STRAINER. Ott�k�.:>:<>`: SAFEWASTE TO TRAP EWC-HC ELECTRIC WATER COOLER OASIS P8AMSL 1/2" - 1-1/4" 2" a. FLOOR DRAIN SPLIT LEVEL, DOUBLE BASIN, SINGLE COMPRESSOR UNIT, DESIGNED w;>*1<>: FOR BOTH HANDICAP & STANDARD HEIGHT APPLICATION. GRAYSTONE _''`>�` F-Ix>.s1 ON VINYL FINISH, 7.0 GPH 1/5 HP, 110/1 VOLT, UL APPROVED 0€ FLooR _:: u — ..-------- EQUIPMENT DRAIN DETAIL (Ei� =1) NO SUBSTITUTIONS, I TUT I ONS. } :xx s -- WH-1 b WALL HYDRANT ZURN Z-1300 3/4". NOTED - j: - NON -FREEZE WITH INTEGRAL BACKFLOW.PREVENTER. MOUNT 28" AFG. 01 TP TRAP PRIMER J.R. SM I *7H 2698 1/2- w€ WATER SAVER TYPE, CP BRONZE, PIPING ANDESCUTCHEON PLATES ROUTE PRIMER PIPING IN WALL, TO FLOOR DRAIN. w 4 `� J �EPH R. STOP FD-T FLOOR .DRAIN - TOILETS ZURN ZN-415-P-H - - 3 2 t-I DURA-COATED CAST IRON BODY.& ADJUSTABLE COLLAR. TRAP 0P PRIMER CONNECTION. TYPE "H" 9" DIAMETER, POLISHED NICKEL £<<G z� NOTE: ALL PIPING SHALL BE PVC BRONZE STRAINER, WITH FLASHING CLAMP DEVICE. VINYL FLOORING (WHERE APPLICABLE) SHALL BE RUN BENEATH & CLAMPED DOWN BY INDIRECT CASE DRAIN LINE THE FLASHING DEVICE. €,:2 BY PHOTO EQUIP CONTR. FLOOR DRAIN TRAP PRIMER DETAIL �. 00 WCO WALL` CLEANOUT ZURN Z-1468 d„ xt STAINLESS STEEL, WITH 1/4-20 SCREW TO CLEANOUT PLUG. 3 ..�: � AIR GAP -- INSTALL 18" AFF. z 3-1/2" RIT1 AL FCO FLOOR CLEANOUT ZURN ZN-1400 - - NOTED °I 4 C C .. S FLOOR INTERIOR, FLOOR TYPE. ABS TAPERED PLUG WITH GASKET ws,:.>:<:..,�_,,<. SEAL & NICKEL BRONZE TOP. "C, 0. " CAST I N THE TOP 0F';',:%:'»';_ SPANNER WRENCH REMOVAL . ; COTG CLEANOUT TO GRADE ZURN ZN-1400-HD - NOTED ADJUSTABLE CLEAN -OUT, DUCO-COATED, Cl BODY, ABS w:.::::::' z TAPERED THREADED PLUG, HEAVY DUTY TOP. d � _.._ 2 PVC DEEP .SEAL DC Q 1 0I+£: f O u i NOTES: �I Nc4 O a€ J u ,y z 1. ALL SUPPLIES SHALL BE PROVIDED WITH CP BRASS ANGLE STOPS, EASTMAN, BRASSCRAFT OR EQUAL, PROVIDED AT ALL FIXTURES. 2. ALL EXPOSED TRAPS AND WASTE ARMS SHALL BE CP BRASS MCGU I RE OR EQUAL. °3. ALL FIXTURES SHALL BE AS SCHEDULED, WITH NO SUBSTITUTIONS.:WO F- V U. cr� PHOTO EXPRESS SINK. Z PHOTO E UIPMENT DRAIN DETAIL (EPD 1) I z W I cu r' v J.R. SMITH w1 s # .:.. 2698 'Ur f f 0 .: {. 3 i ;rk ECKERD # 201 DOWN IN WALL oco LU ❑ .. rr ,, rr I » "TEE": �z 1 2 TYPE L PROVIDE 1 2 COPPER TEE CD COPPER PRIMER,�1�1(1)LEG TO HUB DRAIN BELOW f FIRST STREET AT °\.> SAFEWASTE TO TRAP I ! PHOTO EXPRESS SINK �, (1) LEG TO HUB DRAIN BELOW 03*** ;.x FRENCH AVENUE SANFORD, FL HUB DRAIN I PHOTO DEVELOPER. 0 N zz„F* }' ::x,,, CAPSTONE FLOORy t -- - a INC J GROUP,CD _ .... .... ... . ._..... co ❑°� z f 1 i PHARMACY WATER FILTRATION SYSTEM �A';.v 801 N. ARMENIA AVENUE "FILLMASTER" MODEL FMF 950 SERIES, AND (n>:x,>: TAMPA, FL 33609 z ❑;, tt: W 0 MODEL FMD 500, AS MFG. BY. FILLMASTER > Taff..,; ,, PLUMBING COORDINATE ORDERING OF FILLMASTER UNIT WITH FACTORY, ?: � , ,. � SCHEDULES FIELD VERIFY WITH ECKERDS CONSTRUCTION MANAGER AS TO M:`:>:,' NOTES & DETAILS PROPER VENDOR FOR UNIT. a L PHOTO EQUIPMENT DRAIN TRAP PRIMER DETAIL (PHOTO EXPRESSO a. ��..�..� 85072 NOTE: 1/2" COPPER "TEE" SHALL NOT BE A THROUGH FITTING, TO ALLOW FOR EQUAL DISTRIBUTION a " J RS cu OF WASTE WATER TO BOTH HUB DRAIN TRAPS. COlWill Engineering_<"<'>'`. o WA E ' H, Consulting Engineers, Inc. LOnD 0) M RD Engineering Business No. 9021 - 4750 East Adamo Drive Tampa, Florida 33605 Z i Tel: 613-241-2525 Fax: 013-241-2424. ' c 3 2003 ALL RIGHTS RESERV D Y< ::. M. k 1 /10/03 . � I p w * w * w -2 * w NOTES 12x14 1. ALL WORK SHALL COMPLY WITH APPLICABLE ATE, AND LOCAL CODES. THIS 18 TO INCLUDE THE2OO1 FLORIDA BUILDING CODE, 2001 FLORIDA MECHANICAL CODE. APPLICABLE NFPA CODES, NATIONAL ELECTRICAL CODE AND FLORIDA ENERGY CODES. - J' ALL ELECTRICAL EQUIPMENT SHALL BE UL CLASSIFIED OR LISTED. 4. THE MECHANICAL SUBCONTRACTOR SHALL PREPARE PLANS SHOWING THE LOCATION AND SIZES OF ALL ROOF OPENINGS, FOR USE BY THE ROOF FRAMING SUBCONTRACTOR. . STRUCTURAL SUPPORT FRAMES SHALL BE PROVIDED BENEATH THE FULL PERIMETER OF ALL ROOF CURBS. 5. AN INSPECTION OF THE ROOFTOP UNIT INSTALLATION OPERATING PERFORMANCE SHALL BE MAD[ BY AN AUTHORIZED REPRESENTATIVE OF THE ROOFTOP MANUFACTURER. ER1 THE REPRESENTATIVE SHALL INSPECT THE UNIT TO ENSURE THAT IT IS INSTALLED 1OX10 IN ACCORDANCE WITH THE UNIT MANUFACTURER'S RECOMMENDATIONS. THE REPRESENTATIVE J0O SHALL WITNESS AND REPORT ON THE OPERATING PERFORMANCE TO ENSURE THAT IT is OPERATING PROPERLY WITH THE ASSISTANCE OF THE MECHANICAL DUBCONTRACTOR, THE REPRESENTATIVE SHALL PREPARE THE INSTALLATION AND PERFORMANCE REPORT, ON AN APPROVED FORM AVAILABLE FROM THE MANUFACTURER'S NATIONAL ACCOUNTS. 8. TEST AND BALANCE SHALL BE PROVIDED BY THE MECHANICAL SUBCONTRACTOR WITH THE , 8� ` SERVICES OF AN INDEPENDENT TEST AND BALANCE COMPANY. THE TEST AND BALANCE COMPANY SHALL SPECIALIZE IN SUCH TYPE WORK, BE A MEMBER OF ASSOCIATED AIR BALANCING COUNCIL (AABC), OR OF THE NATIONAL (NEBB). THE FORMS USED SHALL BE BASED ON RECOMMENDATIONS OF AABC OR NEB8. 7' TWO COPIES OF THE OWNERS MANUAL SHALL BE FORWARDED TO ECKERD DRUG COMPANY . PRIOR TO ACCEPTANCE OF THE STORE. FORWARD TO MANAGER OF CONSTRUCTION, THE ECKERD DRUG COMPANY, 8333 BRYAN DAIRY ROAD, LARGO FLORIDA. 34847 TELEPHONE: /7271 399-6948. THE OWNERS MANUAL SHALL INCLUDE: ^ . A. APPROVED COp|[8 OF THE SUBMITTAL DATA. B. COPIES OF THE INSTALLATION AND PERFORWANCEREPORT BY THE REPRESENTATIVE OF THE ROOFTOP UN|T,,NOTAT|ONS OF CORRECTIVE ACTION TAKEN SHALL BE INCLUDED. C. COPIES OF THE TEST AND BALANCE REPORT. NOTATIONS OF CORRECTIVE ACTION TAKEN SHALL BE INCLUDED. " D. COPIES OF THE MECHANICAL SUBCONTRACTOR'S FIRST YEAR GUARANTEE FOR THE INSTALLATION, NOTATION SHALL BE INCLUDED TO SHOW THE EXPIRATION OF THE FIRST YEAR PARTS AND LABOR GUARANTEE, AND EXTENDED FOUR YEAR PARTS WARRANTY. ' �� UK� CONDITIONING EQUIPMENT ' ' 1. /\|R CONDITIONING EQUIPMENT SHALL BE STRAIGHT COOL,,YV|TH ELECTRIC HEAT. 2. CARRIER IS THE BASIS OF DE3|GN, WITH NO SUBSTITUTIONS. J` ALL AIR CONDITIONING UNITS SHALL INCLUDE FIVE YEAR UNIT FACTORY WARRANTY. THE EXTENDED WARRANTY COMES FROM THE FACTORY AND IS INCLUDED IN THE ECKFRD DISCOUNT PRICE PROgRAW, 4. AIR CONDITIONING EQUIPMENT WITHIN 2 MILES OF BRACKISH WATER SHALL HAVE ALL COILS COATED WITH CARRIER DIPPED PHENOLIC C{*\T|MG, � 5. AIR.CONDITIONING EQUIPMENT SHALL NOT BE OPERATED WITHOUT FILTERS DURING CONSTRUCTION. PRIOR TO TEST & BALANCE, REPLACEABLE MEDIA, METAL FILTER FRAME FILTERS SHALL BE PROVIDED,IN ALL AIR CONDITIONING UNITS. 0. UNITS SHALLBE CLEANED, ALL SCRATCHES SHALL BE PAINTED OVER WITH FACTORY PAINT TO MATCH UNIT, ALL CONDENSER COILS SHALL BE COMBED OUT, AND ALL PANELS AND SCREWS SHALL RE RE -INSTALLED AT COMPLETIONC>F THE PROJECT. 7.' THE AIR CONDITIONING UNITS SHALL HAVE A CHECK, TEST, & START BY THE MECHANICAL SUBCONTRACTOR WITH AVVR|TTEN REPORT SUBMITTED TO THE ARCHITECT AT COMPLETION OF START-UP. THE REPORT SHALL NOTE THE START-UP DATE FOR ' THE COMMENCEMENT/OF THE UNIT WARRANTY. ' 8. APPROVED MANUFACTURERS OF FANS ARE COON AND GREENHECK. 9. ELECTRICAL POWER AND CONTROL CONDUITS SHALL COME UP INSIDE THE CURB IN THE ROOFTOP UNIT. 10^ A CONDENSATE DRAIN SYSTEM SHALL BE PROVIDED BY THE MECHANICAL SUBCONTRACTOR ' � FOR THE ROOFTOP UN|TS, SEE DETAIL. (FINAL TERMINATION TO SITE STORM SEWER.' ^ ' 11^ THE ROOFTOP UNITDISCONNECT- SWITCH AND QF| OUTLET SHALL BE FACTORY INSTALLED. ' 12. CARRIER NATIONAL ACCOUNTS: RICK SHAFER. /727\ 571-4700, ext. 230. ' CONTROLS - ' 1. THERMOSTATS YV|TH RE�OTE �ENSDRS FOR RTU-1' 2,]^ & 5 SHALL BE " L|QMT5TAT- TMD-BEG THERMOSTAT FOR RTU-4 SHALL BE "L|GHTSTAT° TMD-BBC (70`F). L|QHTSTAT 800-282-2 '74^F1. 2. MOK['D[T S SHALL BE PROVIDED BYl'HEMECHANICAL SUBCONTRACTOR IN THE SUPPLY AIR DUCT OF ROOFTOP UNITS RTU-1 THRU 4. (ABOVE 2000 AND BEL0N15°OOO [FW) J ' SMOKE DETECTORS SHALL HAVE REMOTE TEST STATIONS,VV|THA VISUAL AND AUDIBLE ' SIGNAL, LOCATED ADJACENT TO ROOM THERMOSTATS FOROC)FTOP UNITS RTU-THRU 4, . (RE NFPA QOA, 4-4.4.3). 4. THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE ALL DISCONNECT SWITCHES. DO NOT MOUNT DISCONNECT SWITCHES OVER NAMEPLATES OR OVER REMOVABLE PANELS. � 5. LOW VOLTAGE 24 VOLCONTROL VV|R|NQ AND CONDUIT SHALL BE PROVIDED BY THE MECHANICAL SUBCONTRACTOR.. 6. LINE VOLTAGE 110 VOLT AND HIGHER) POWER WIRING & CONDUIT SHALL BE ' _ .`PROVIDED BY THE ELECTRICAL SUBCONTRACTOR. ` ' 7. THE EXHAUST FAN SHALL BE� CONTROLLED AS NOTED ON THE INDIVIDUAL DETAIL ON ' THE PLANS. _ 8. THE MECHANICAL DR SHALL VERIFYOPERATION OF ALL CONTROL AT THE COMPLETION OF THE PROJECT. 9. THE ELECTRICAL SUBCONTRACTOR SHALL RUN CONDUIT FOR ALL ROOM THERMOSTATS. 10. IF THE LOCAL FIRE MARSHAL REQUIRES THE SMOKE DETECTORTO BE MONITORED BY THE FIRE ALARM.SYSTEM (IF REQUIRED), THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THIS WORK WITH ECKERD'S FIRE ALARM CONTRACTOR. AIR DISTRIBUTION SCHEDULE n DESIGNATION DESCRIPTION LEGEND/ SPECIFICATIONS EXAMPLE co cu NECK SIZE NOTED 10" LOUVERED CORE, LAY -IN FRAME CFM NOTED 300 OFF WHITE COLOR. CD2-9x9-3OO CEILING DIFFUSER CD2 METALAIRE SERIES L, ALUMINUM, NECK SIZE NOTED 9x9" MODULAR COREj SURFACE MOUNTED, CD CFM NOTED 300 OFF-WHITE COLOR. NECK SIZE NOTED 16x8" SURFACE MOUNTED, CFM NOTED 300 OFF-WHITE COLOR. CD 75 NECK SIZE NOTED 22x22" LOUVERED CORE, LAY -IN FRAME, - CFM NOTED 1000 OPPOSED BLADE BALANCING IDAMPER* �7 OFF-WHITE COLOR CU Ln NECK SIZE NOTED 22x22" LOUVERED CORE, SURFACE MOUNTED, co CFM NOTED 1000 OPPOSED BLADE BALANCING DAMPER, OFF-WHITE COLOR NECK SIZE NOTED 6x6" LOUVERED CORE, SURFACE MOUNTED, CFM NOTED 200 OPPOSED BLADE BALANCING DAMPER,, OFF-WHITE COLOR. 1. SIZES, AND CFM VALUES, SHOWN ON THE LEGEND ABOVE ARE FOR LEGEND/EXAMPLE -~ ONLY. SEE PLAN FOR ACTUAL SIZES AND CFM VALUES USED ON THE PROJECT. 2. PROVIDE ONE, TWO, THREE OR FOUR WAY THROW AS SHOWN ON THE PLAN. 3^ LOCATE ALL AIR DISTRIBUTION PER THE � CH| E TURAL'REFLECT CEILING PLAN. m u ''- --FD ' ' 4. PROVIDE SQUARE TO ROUND ADAPTERS AS REQUIRED FOR CD-1, CD-2. 'y 5. APPROVED MANUFACTURER IS K4[TALA|�E, NO SUBSTITUTIONS. ' . ' c, x7 ` co m �Y' u . ^ �m� -7 . , ` � . . . . � � 1501 --------------- ` ' | U|ER,~[ Cw2�[1 BUILDING AIR BALANCE OUITS1 DE AIR INTO BUILDING EXHAUST Al R-OUTOF BUILDING SOURCE CFM SOURCE CFM TOTAL OUTSIDE AIR IN 1570 TOTAL EXHAUST AIR OUT -1520 BUILDING PRESSURIZATION + 50 AT 15 CFM PER PERSON. - / i . ! . FLEXIBLE DUCT SorrL/ AIR THERMAL INSULATION FULL BACK ' SURFACE OF LAY -IN CEI LING DIFFUSER CENTERED DIFFUSER OPENING u�^�� CEILING -�� DIFFUSER -�� U `��U� ��UW�«� ��U�� '�� DETAIL ' ' ' MECHANICAL (t ' , ' ' Em � � � LU 5201VVeu Kennedy Blvd. SuiteSV1 _ Tampa FL33GO9 ` ph:813.288.92g9 fx: 813.280.8046 |B4000B89 ATLANTA' NASHVILILE" TAMPA ��^ COLLINS ! ' '�^ i ^ a. -2 4 3/4" P-TRAP & CONDENSATE n ROOFTOP UNIT o1 DRAIN SUPPLY OPENING: �If TRAP ASSEMBLY: MAXIMUM NET UPLIFT MECHANICAL SUBCONTRACTOR SHALL GENERAL CONTRACTOR SHALL Nr. b FULL SIZED, DROP TIE DOWN S (✓)i:: .'.' 900 LBS. UPLIFT CAPACITY, PER BOLT = 65 LBS. PROVIDE ITEMS NOTED BELOW PROVIDE ITEMS NOTED BELOW OUTSIDE AIR HOOD REMOVABLE MOTOR COVER: ADJUSTABLE BELT DRIVE z; ALUMINUM MECHANICAL SUBCONTRACTOR SHALL GENERAL CONTRACTOR SHALL PROVIDE ITEMS NOTED BELOW PROVIDE ITEMS NOTED BELOW TIE -DOWN BOLTS: TWO PER SIDE, I MOTOR: INTERNALLY 3/8" LAG BOLTS FI RETURN OPENING: DISCONNECT SWITCH: FOR ROOFTOP UNIT 0€. ,:.. PROTECTED '. INSTALLATION BY ELECTRICAL FAN_, OUTSIDE AIR INTAKE, z FULL SIZED DROP CONTROL CONDUIT ROUTE SUBCONTRACTOR GASKET AND SILICONE OR ROOF EXHAUST CAP >� w UP INSIDE THE CURB. o SEALING WIND COWLING: ALUMINUM - COUNTER FLASHING STRIP o? FACTORY SLEEVE FOR PRESSURE -TREATED F N TRIP PRESSURE TREATED o..';>::.:: "COUNTER LASHI G S ROOF PENETRATION: ELECTRICAL CONDUIT WOOD NAILER STRIP WOOD NAILER STRIP o% "PATE" PIPE SEAL --1" RIGID INSULATION FAN: BI ALUMINUM HEIGHT OF CURB ABOVE ROOFING Q 3 CANT STRIP U TIE -DOWN STRAPS: TWO PER SIDE, ROOF DECK: DISCONNECT SWITCH: BY 16 GAGE, BOLTED TO CURB AND • ROOFING 8 FOR STANDARD FANS F I RESTAT , 136 F ELECTRICAL SUBCONTRACTOR FACTORY CURB. TO UNIT, 1/2 BOLT SETS. :.;.,;.; DO NOT MOUNT OVER SEE DETAIL - :.< & HOODS ` CURB HEIGHT - 1 ROOF INSULATION ROOF INSULATION NAME PLATE BACKDRAFT DAMPER ...:.:.:.......:.....:.......:. METAL .DECKING ��.... FACTORY CURB: FACTORY CURB: NRCA APPROVED METAL DECKING a :......... �i '44 SEE DETAIL ARE WITHIN 1 8 „ " " : «„ 18 GAGE,' SQUARE / CURB. VENT PRODUCTS 8121 �_-- «::>:,•::::<;< BOLT SETS. 3 8 2 PER SIDE a::;>k•.,.: >,,; Lyman I SUPPLY AIR DUCT ROOF ON DIAGONAL MEASUREMENT, WITHGALVANIZED STEEL ..... ' s BOLT SETS. 1/2", 2) PER SIDE, 18 GAGE , " P F (THRU BASE OF CURB AND FRAME f„<,, ri A MINIMUM OF 8 ABOVE TO 0 THRU BASE -0F CURB AND FRAME WELDED RIGID INSULATION c�€ Davidson RETURN AIR DUCT , F. - _ .: ELECTR I CAL CONDUIT EXHAUST AIR DUCT: METAL, 1700 LBS. TENSION, 2200 LBS. WITH. 45 RAISED CANT TO ADAPT }::;.: ==i,:;;:,,.;;_ ROOF ( STRUCTURAL SUPPORT FRAME ; Doole Inc. T I T I SHEAR CAPACITY. I T I Y' UP INSIDE CURB, NO INSULATION, MASTIC ) TO THICKNESS OF ROOF NSULA ON CURB SET DIRECTLY ON STEEL Q FOR UNIT &DECKING, AT o£.:.. - - - PROVIDE FACTORY ACCESS CLEAR OF BACKDRAFT SEAL STRUCTURAL SUPPORT FRAME FULL PERIMETER OF FACTORY .1 ;:::�""':::_ SMOKE DETECTOR: PROVIDED BY PANEL IN DUCTWORK TO DAMPER FOR UNIT &DECKING AT FULL CURB SET ON TOP OF METAL DECKING to �y 5201 West Kennedy Blvd. CURB w :.>: THE MECHANICAL SUBCONTRACTOR SERVICE SMOKE DETECTOR PERIMETER OF FACTORY CURB w, Suite 501 Tampa, FL 33609 NIT DETAIL I :: ,:,: ROOFTOP U :. CURB DETAIL FAN OR GRAVITY VENTILATOR z=� :<€>fs�' ph.813.288.9299 EXHAUST FAN DETAIL RTU CURB/TIE DOWN DETAIL 0< �f. , a .:*.:.:.....<....:: fx. 813.288.8046 - - - - I64000989 - T 4 RTU 5 T T SHALL FURNISH ROOF OPENING NG SIZES &LOCATIONS MECHANICAL SUBCONTRACTOR R SHALL VERIFY THICKNESS OF ROOF INSULATION >:..:..:..::..:......>;; DESIGNATION RTU 1 RTU 2 RTU 3 R U 1 , MECHANICAL SUBCON RAC OR : 1 MEC AN CAL SUBCON C 0 S L AREA SERVED FRONT MIDDLE MIDDLE REAR EXPRESS PHOTO DESIGNATION EF-1 FOR STRUCTURAL SUPPORT FRAMING BY GENERAL CONTRACTOR. PRIOR TO ORDERING CURBS NOTED ABOVE. �� SALES SALES SALES SALES AREA SERVED RESTROOMS 2. CURBS NOTED ABOVE DO NOT NEED TO BE SET LEVEL AND CAN BE SET WITH Fi;:;>:>:.:::;;.;:,;;:: ;:. _ , .3 BREAKROOM 2 CURB SHALL BE MANUFACTURED WITH SLOPING BASE TO MATCH ROOF PITCH AND w..... „ CARRIER MODEL NUMBER 50HJD012 50HJD012 50HJD012 50HJD012 50HJD005 THE PITCH OF THE ROOF. xl;'.`...;. ? �<�,,, W:;.:.':': ' WEIGHT LBS 1000 1000 1000 1000 550 LEVEL TOP. TAMPA GREENHECK MODEL NUMBER GB-121 3. ALTERNATE METHODS OF TIE=DOWN FOR ROOFTOP EQUIPMENT SHALL BE APPROVED mot. 'F< .� I�; NOMINAL TONS 10 10 10 10 4 WEIGHT - LBS 50 fir :.:: : . , „ ... CAPACITY TOTAL MBH 121 9 121.9 121.9 121.9 48.4 BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORK OR EQUIPMENT x€ CAPACITY SENSIBLE MBH 82.0 82.0 82.0 82.0 33.6 CAPACITY - CFM 730 to ORDER. AMBIENT TEMPERATURE - F' 95 95 95 95 95 STATIC PRESSURE - WG 0.375 SYSTEM SHALL BE CAPABLE OF WITHSTANDING WIND FORCE IN ACCORDANCE WITH FAN RPM 918 4 THE 2001 FLORIDA BUILDING CODE .AND OTHER APPLICABLE CODES, `• HEATING INPUT - KW 24.0 12.0 12.0 24.0 4.9 SONES 5. HEATER VOLTAGE 208/3 208/3 208/3 208/3 208/3 MOTOR HORSEPOWER 1/4 FAN HORSEPOWER 5 5 5 5 1/2 MOTOR VOLTAGE/PHASE 120/1 :3 CFM - SUPPLY/OUTSIDE 4000/500 4000/250 4000/25.0 4000/450 1600/120 CONTROL VOLTAGE/PHASE 120/1 EXTERNAL STATIC PRESSURE 0.75 0.75 0.75 0.75 0.50 INTERLOCK WITH: RESTROOM ELECTRICAL VOLTAGE 208/3 208/3 208/3 208/3 208/3 LIGHTS COMPRESSOR RLA 2 EA 17.3(2) 17.3(2) 17.3(2) 17.3(2) 13.5 CONDENSER FAN FLA 2 EA 1.4(2) 1,4(2) 1.4(2) 1.4(2) 0.7 EVAPORATOR FAN FLA 1 EA 7.5 7.5 7.5 7.5 4.9 MINIMUM CIRCUIT AMPS 96.6 54.9 54.9 96.6 28.5 MAXIMUM FUSE AMPS 110 70 70 110 35 h SYSTEM SEER EER. 11.0 11.0 11.0 11.0 11.05 LU NOTE: ROOFTOP HEATERS IN RTU-1 THRU 3 SHALL BE MINIMUM OF 2 STAGE CAPACITY IN ACCORDANCE WITH FLORIDA ENERGY CODE (GREATER THAN 10 kW TOTAL) 0. w ......i' .i - - Z. - t 0 ROUND SNAPLOCK SHEET- FLEXIBLE DUCT: z€; ` HANGER STRAPS. 1 x 22 GAUGE, a T MAXIMUM 8 FEET, I .. SUPPORTED FROM STRUCTURE ABOVE, METAL FOR RUN -OUTS . ,., DO NOT SAG OR KINK p, (3) SHEET METAL SCREWS BELOW GREATER THAN 8 -; _...... € JAN d i 03- (AN „APPROVED ..EQUAL °w� • S SP I RO-PIPE ) WRAP INSULATION: OVER- ' w ` �, JOSEPFI R. S�"� LAP 4" MINIMUM, TAPE AND ,MASTIC SEAL FIBERGLASS TAPE �t TO PREVENT SAGS AND KINKS IN FLEX z ..:::...::.:: FX....:.... a �., ES SH BAND CLAMP AND � � � lY • THREE SHEET >METAL SCREWS THROUGH z::.. ........ HELIX OF FLEXIBLE 10 FOOT MAXIMUM & AT DUCT LINER p' 4 GASKET & WEATHER -SEAL. BY w<.:>><�:::::_::: ALL JOINTS FITTINGS (TYPICAL) �r MECHANICAL SUBCONTRACTOR / 'MINIMUM EQUAL. TO SECURE INSULATION WITH THE FLEX DUCT DIAMETER _ ::<<::.}>>•:;> REMOVEABLE CAP: FOR CLEAN- PIPE CLAMP: NON - OUT O.C.f AND ADHESIVE ON BOTTOM, z�::'>.>:.>:.:;.,. OUT OF THE TRAP &"DRAIN LINE 45• CLEAN -OUT WITH METALLIC, FACTORY T 4" AND 4 FOR DUCTS 2 FABRICATED I CATED 24" MAX VERTICAL I CAL DUCT RUN wF ;>':' o - REMOVABLE CAP - LARGER 0� a TEE CONNECTIONffi SPIN IN FITTING. r� _ OC P WITH 1 H WITH PAN a ::, N REMOVEABLE CA W /4 HOLE GALVANIZED WOOD SCREWS W SCOOP D �.,:..;,:,;�,,,,,,,,: � u WRAP INSULATION ABOVE CEILING DIFFUSER: SET a xl CO�J DAMPER,;; EXCEPT IN � DRILLED IN CAP FOR CLEAN -OUT., w�><'z::�:>::. s U. THE CEILING DIFFUSERS THROW AS SHOWN ON PLANS x r u VENT OF DRAIN PIPING, <AND OVER- P - GYP. BOARD CEILINGS, .........:..::;. ., .. SCHEDULE 40 VC �<,,.;•; ..,,,.; T - w SLOPE W I H ROOF DAMPER I N NECK I :::..,..:.<,:.::::>: FLOW OF DRAIN PIPING. (TYP I CAL) m .,;.....;::� OC DRAIN PAN SHEET METAL DUCT DETAIL o I W o TEE CONNECTION SHEET METAL DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNA 1 . 0 V Z .o AND THE FLORIDA ENERGY CODE SECTIONS 503,8 AND 503.9 WITH THE FOLLOWING CRITERIA W DRAIN PIPING AND SUPPORT BLOCKING:SECTIONS. DUCT SUPPORT BLOCK: 4x4x8 BASED ON 4 FOOT. DUCT �- SEE DETAIL BELOW cu MEMBRANE CEMENT. BELOW PRESSURE TREATED WOOD E I DUCT SIZE DUCT MATERIAL HANGERS REINFORCEMENT -. SUPPORT BLOCK &THE .:•, `.... :.,• �r-- ROOF CONSTRUCTION '......., A, o EXTRA LAYER 0 12 26 GA FLAT. 8 � O.C. NONE U.>>;<��,;�"* 13 - 30" 24 GA BEADED 8 O.C. 13-18" NONE. 19-30" STANDING w:><'.:<. (7 n . " " " n -k r -: 31 - 54 22 GA BEADED 6 0. C . 31-48 STANDING 1 S . 49-54 STANDING 2 S, 20 GA. FACTOR „ " " _ o . " - 55 - 84 20 GA CROSS 5 O.C.55-80 STANDING 2 S. 84 + :STANDING SEAM 20 GA . 0�::::::>,..:;::::>::::::<: CURB COUNTER FLASHING STRIP ECKERD #3201 T SINGLE LE S LNGLE MEMBRANE �I::<_::::;'<:<::::; � BY MECHANICAL SUBCONTRACTOR EXTRA LAYER OF S G BREAK a� € P FIN PLY ROOFING off::: ::4:• co MEMBRANE (PLY) ROOFING - (PLY) _ 2, ALTERNATE -INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE P P T ..ITT THE SUBJECT ;TO ENGINEER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF E ,� •. TAIL CONDENSATE DRAIN DETAIL 3, FLEXIBLE DUCT CONNECTORS SHALL BE PROVIDED AT CONNECTIONS TO ALL EQUIPMENT, �..... CD DRAIN AND COUNTER FLASHING DE €,_ , ..:>>aFIRSTSTREETAT 4, SUPPLY AIR DROPS FROM ROOFTOP UNITS SHALL TRANSITION FROM THE UNIT OPENING SIZE TO a° FRENCH AVENUE S WITH SIZES H THE P 1 F TWO SUPPLY AIR T rr .::.>;: <:;;< :>:> SANFORD, FL SQUARE NECK ELBOW ZES AS SHOWN ON E LAN: 0 SU L R DUCT RUNS ; .NOTE: SIZE OF DRAIN PIPING SHALL BE: o, ++ ARE AT THE UNIT, THEN TWO SEPERATE DROPS AND ELBOWS SHALL BE PROVIDED. 1 FOR 5 TONS & UNDER z cu 1-1/4' FOR 6 TO 30 TONS 5, RETURN AIR DROPS FROM THE ROOFTOP UNITS SHALL BE FULL SIZE OF THE UNIT OPENING.. 6. ELBOWS SHALL BE SQUARE NECK (SAME IN OUT DIMENSION) WITH 2 DOUBLE THICKNESS W�>��„�y =CAPSTONE cu TURNING VANES. o:::,...: GROUP, INC 7, OFFSETS SHALL NOT REDUCE THE FREE AREA, AND SHALL NOT EXCEED 300. A RADIUS HEEL 0 CD SHALL BE PROVIDED ON 30' OFFSETS. SMALLER OFFSETS MAY BE MITERED ,AT BOTH THE orAF=, cc HEEL AND THROAT, i 0 801 N. ARMENIA AVENUE 8. TRANSITIONS SHALL NOT EXCEED 1 :3 RAT 10 4 TRANSITION PER FOOT SINGLE SIDED TAMPA, FL 33609 z TRANSITION, AND 8 PER FOOT DOUBLE SIDED TRANSITION).. W g INSULATION SHALL BE NFPA 90 APPROVED WITH MINIMUM 5.2 R VALUE. WRAP INSULATION SHALL a`xi BE 2 THICK WITH ALUMINUM FOIL FACING. LINER SHALL BE 1-1 2 THICK, 6.0 R VALUE, zl::<::F i.�. / � I MECHANICAL a :::::::::::::::.€ 10. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45 ENTRY TYPE PER SMACNA FIGURE 2-10. ;:::<::>,:<.<,:':. ,+ " � � � � DETAILS 11. ROUND DUCT CONNECTIONS SHALL BE WITH METAL MANUFACTURING COMPANY MSI-6 SPIN-1N FITTINGS, WITH P P H P T.:'<:`° F NGS, W 90 SCOOP, DAMPER AND HANDLE. SPRAY PAIN LOCATIONS OF HANDLES. ,�...;.;>.:w•• H- 0 12 FLEXIBLE DUCTSHALL INCLUDE AN INNER ALUMINUM LINER, .1 1/2 R6 INSULATION, A POLYETHYLENE OUTER VAPOR BARRIER, AND BE UL 181 APPROVED, THERMOF I N OR METALFLEX. 13. ALL TAPE SHALL BE FASSON 0810 NO SUBSTITUTIONS), SMACNA APPROVED. a ( w: u 14. 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S, _NAGE OOR to, HE BELL, LQQA CEI NG p T PL A A, TJON, TK LOW VU TAPF RECEPTAQLE��MQUNTED A T� 4E) TEP ��KER 3 'PI BELL"VIR] BOX IN THE t 4 E O 'ALCOVE AND A c THE Qm ��-y jjOMF _1TKQ I Qu 'WIREM 6" �Nci s ALL BE`EXTENDEO FROM THE JQNCTIO _UqHoLDWJfk,SINGLE,,,?QA RECEPTACLES,' To, -j, _f�, '.j 4 ARCH I V;A011 H N ijff ALL4`SHEE- 12 0):4?.4 LON P, abTE,-S,-,(THESE-rNOTEa.-�APPL- T$� ENERA RUN;,'! a QRE ON TQP.,.OFi SHELVING" FIX A IXT E MANAr R'S 'IJFFICE� SEE LOCA HIS DRAWINCL PRO CL SS1C 'b" 3 ...... q TURE AFTER SHELVING �F Y'IN WLAL OLD TIqNS' T VIPE A- NUIPNE AL To !0GBAj6I2,(COLOR',GRAY) MOUNTED BbLL: LOCATItINt AT'THE' rA x RECEIVING INSTALLE D,,- VERIFY,, EXACT LOCATION -TONE MODEL 515T, P ONE' NUT j MUNIC T P4 COM 'AN P 1/2, WIDE, 5. 7/0, HIGH, 1/16', DEE AND VOLT DC. NV, -FL jYPF_TJj)QPL�4 RLCLFTA�C�Lt'ANV WIT T AC TEI 6 z",q IATRA : .. ' , - :� L, FOR �wi�kht:; �EIU6T6 �j4`-,,'�i[)Ve F L I � ', !, - ;� PANEL'bOAR IXTVRE- 1S AND 'TH j,� J. r'g Q. RE -TINE .140 EL LA ;aK JRANSFORMER 120 Vol, BELL., t� OEA E I E:aq/K j��D_ N�CE VLTH(,AI.L, PROJECT, OPERABLE T.:IN.. FOR MAi1Ar4f.R.PRIQR To ROUGH"IN.SEE:DETA At ID R�GULATIONS JN EACH.�'PROV JOE., A CpKBIN4TION RECEPTACLE, j ARPRQXI14�7E SIZE OF BELL 4S,QUTLE-V-SUITA JTER,CABLE� _BLF E, HEAVY. DUTY TYPE U�x "qUNTC-D.,ADjAQl .240V LIGHT R-PUSHBUTTON U PB-6YLWH. Tl=�,� ja ` u, Tj 0 �,OUAP" 9%. SEE I)E�TAJ��, #V 4;: 13. PROVIh� �OA, 1PA NEMA; ENCLOV, 'CEILING 14,E WAL FURNISHED., DIWONNECT SWIT�K > W_%4p, J, , I ONNE6TION, AL�.MAKE FJ Rg O EQT9LCAL", CODE. (N gL-, To, CTRICAL fq'!YATIONAL: - .�,C , I '; F f , -THE HAND,DRYER. ELE "BY IRACTQRjQ9 KERE FROM A AAC C -'BQ E DRYER'LOCATION AND REQUIREM NTS,1WITH ARCHITECT.::. PPOVIDE`;0UPLEX RECEPTACLE. rALLY, 86' AFF MOUNT HORIZON To BOTTOM. OF BOX, "A �i,T E R LIGHTING PROVIDED BY I SUN A 0 EQO�fACLE,. SECTIONS OF PLUGHOLD, ONE WER QOCIRDINAT -FOR.EXTERIOR OVIDE: TWO 2'- 4 :R PROVED - K OR, =TALLER/S ,PLI�R QCK �!� - , N , L NAT PR1QE_ E,, J, � _-, -- x N. _,, I r'j t � 1, , �q I "I-," �,, ,� � �� '_f, � I. IN - - "� , � I- ."14�`,'-il"`fl��, - FI_OEIR A � EA C13GROINAT z Y _W1 V LL"6DjACENT 'HAN r7o; �Nt�p,51ZED� F OR 'tk�,tWt :,F N r 4' 4" E -s INA CQW R Oj o�AL 'D 0 �A R SHAt, I, MQUNT� KqEPTA.CLE 47 "T _qQIPME.tj,. HEj HE,K DITIW �,J ITH jA L MEE�J,JHE, LA QY�� BOX N �NSOR. Q5,t000,PEVESTA4 pp LA SECURITY,: S� OR pr, _,j ,ROO `�A Q,TRWAL�CCIVE, IN jALLE N 4' ABOVE AND:ZM T AS 4NDICATED, [IN d AND THE SECOND PLUGMULD SEQTIQ TION',- RIQR -TED 3- ABOVE COUNTER TOP TO -bkfkA - , , � , . `C """' �W., I R E V_ -SENS ALU'ut iFLU_SH,W1TH,� T u( END'., aj TIME, CL P R'O iR JHE� Qd ST AND 26 PR N D A Rt P, � WITH THE' L'ATESTiAP 7-� TA _JK UP 11�,� i�AWANvfsq _ __ I - [.,� - PLUGMQLD'. SECTION 'SRALL�;BE: MOUN 1, �� 'r �'w 0,� ", �T ,,� F ELECTRICAL PANEUGARD BACK BOXES PROVIDED BY SUNCOAST AND WILL ACCOMMODATE 'c �MQUNTED,(]N� U THE�FIRST SECTION,� THE PLUGMOLD SECTIONS IXT RE`�Af HEIGH STRUCTIOR �TTE IEU, OF,�TLOQI NATIOt" I N` 7 7, - N CENTER C T QUIT ST RD11 J, ',FREEZE ��8c 7 7 -AFTER'. OR �77 TURE Z �TRACTOR S)JALL t P NELS-AND MAKE ALL WIRING. CONNECTIONS. u) aNNECTION. -FIXTURES SHALLaF_ 27 CONDUITS� I.L, BE: TERMINATED IN A 14' x 12' X 8' (D) PVC BOX WITH EC TRJQAl, � CON I A C1 IaQ R . EMOVAKE, COV -5H Q'S -PROJECT -'_MANPQER_AND �I : . I , r -, , '' I I ALL INTERIORS THE �MONITQRj VCR; MULTIPLEX AND FUTURE� EQUIPMENT. 4v, r SHALL' _CT=A�'.-REQ IREKw FIXTVRE�TYPES',�!CZ, C-1 Ce INSTALLED..OY CONTFACTOK CONTRACTOR TO INST 4i� e "�feL'oNt,'IQN AND' ELF co ELVING'T FIXT1 INA4 SHA LIG �F T� TH A' F ,.�Ol�JD: COPPER FoR,:Sj? PHOTOELECTRIC CELL HOUNTED,INC TURU, LEAD TIME:QF LIGHT FIXIURE. 60, rx n17 'SHALL BE SET rLusH wlrH FINISHED FLOOR, PRIOR j _Q, RQUGH-IN. _IHTS_AND.� MAKE F F',5HELF� FIXTQRE� CoRNICE ON, -EACH iEND; EXTERIOR FlXrURES SHALL BE CONTROLLED VIA k V �S)r", END'() ER. Box L�'I Sid 61, OR LE� QNSPICULIUSLY, ON THF�. �PARAPE V '412 A' oNTJNUEIU�,ROW OF'FIX yj JED BY CONTRACTOR, 28 PROVIDE,ONE .36' LONG PUQMQLD WITH SINGLE RDA RECEPTACLES WEEKS -.�HALL BE -VERIF L F, THE'STQRE A MINIMUM�OF-.4.B&LQW THE �MALLY'O`JO 8 LQR GRAY) TKHWJHkAtN :AN�4 t� BE Is N'p Ba rTQM'oF, THE 'PARAPF I CAP AND FLASHING, PIE,CELL�NEIT AL.TO. WIREMOLD 0(320GD*�06 (CO krktFiATION" UNIT SHOWN' �`�ON CEN TER. EQU JOR UNTED,ON TELEPHONEIBACKBOARD, SEE DETAIL 2 ON SHEET E-4, lQW)BOX-NOUNT D�ARUVE�QEILI Q , WINDQ1 S115N ON'PLAN Do -NrS,, C ORDINA ION AND'MOUNTING UWq:LFI #IQAkW.G�jH _S� HN/THWN A01)'LARGER,". A414- CONDUCTOR IR� CTION BOX 1FQR J�_U CIONNECT IN THE i FIELD FOR MAXIMUM, PERFQR �.Y Lr LIGHTING. PANEL CONTRACTOR* LP _A, CONfRACTQFZ: S P a ONNECTION FOR MONITORS AT 24' JUROTION 80)(� FURNI E;MPTY CON PRI 'J SHAL L ��,VF it I a- A tic CUMF ITED,�!ANY,',RUN,, W ND MANCE!.' WIRE PIE CELL TO Wr _UNLE�� OTHFWISE GREATER -,THAN. SHALL 11� MINIMUM a R VItE C ABOVE HUNG CEILING, TI 1INISH FLOO rOR SHALL IDE C Tj UNIT.* CONTRAC' ANOPY FOR SMALL MS AND LIGHTS ON MU R TQ.SECURITY SENSOR;, SHED:\,1ITH REFRIQ�RA lsl�,�' 51 -1 F R. EXACT DUIT'VITH PULL -WIRE - FR[ IVIDE MAINTENANCE OUTLETS INS -ALL- CQk4pUf T, SHALL, BE CON ).�ABOVE. CEILING' , Inpf.Q JUNQTIQN' 911X� �E�',DETAIL' #3/E a TRANSFORMER, �3/41 NNECT AS SHOWN TAGE -WIRING. CONJ)UITS To. LINE CE4CED IN wALLs NDF-R'SLAB QR�, U CTRICAL THE f� PLASTI S J TUB-�UP`1p INS SENSORTO �E,STUBBED. p "., " 1 -, , , I &,55 . CATIC VNDERGREIUND.'�,�BLUF U ENT> � NOT,ACCEPTABL, 0 ING. CONDUITI)WR SLAB TO PANEL 11, DOOR OPENER �WALLS_ L WORK,'�,ALL� CONQVIT�0 ' URE LOW VOL EL 3�11 ;QR'ABOVE:1 CEI E�,dTRIQQAL�,' L REQUIREMENTS ER,, COORDINATE,, ACT, QQ fIoN AuND ELECrk LECTRICAL"METALLIQ'T)BING (E -3/4" LIQUID TIGHT FLEXIQ , �, r 1; �, , �. 1, _ , " - UP�f IJNr TO REAR, OF STORE. n32 PROVIDE I' CONDUIT RECESSED IN FLOOR WITH FLOM K]UNT RECEPTACLES AS SHOWN. FOR' 3'�l 1/2 :�KT) OR, RIGID -IN, PROVIDE, IN FLOOK RIGATION CONTROL .77" NCE 7, -WITI -t COV RECEPTACLE.' PVC CON UIT SLEEVE FOR IR M E 3ONWIT, LEER PRIOR TO ROUGR G6LVANjZQ,, STEEL(Rq), V41 MIN MOK ALL�-- QONDVJT..UNV1 TALLIC r ECTIQN W�R �L4TF U _X MION'FROM' L' B ! EW AND D PLF -ALL-BE PYC SC 4E.QQLF- -�O �PR RqS,,�:�/41 PROVIDE lk 'TO P IQ BOX WIRING, COORDINATE EXACT LOCATION WITH ECKERD`S PROJECT REPRE 7N MINIMV CONTROLS AND COND 'U SENTATIVE PRIOR TO ROUGH -IN. CAULK AND SEAI� OPENIN G RUN 11 CONDUIT TO EXTERIOR WALL AND RUN UP IN WALL. ECKER -WIRE:, n2o �PROVIDE JUNCTION BOX AND'WP KEY SWITCH ON- ELLITE DISH� FOR ECKERD RADII L OP':bLOCKJO FWISHEP T Q �Ijp PLY,, AND INI;TALL, SAT D NTS, WITH EC _RD'S PROJECT CONDUIT TO EXTFRIOR WALL AND RUN UP IN WALL TO CEILING SPACE, STUB CONDUIT KF FOR ROLL UP (iAIC.: VERIFY REQUIREMENTS AND EXACT LOCATION, 34 RUN 1 OUT *ABQVE CEILING AND CAP FOR FUTURE USE. iITY FOR CA5E' NATE H TION OF RECEPTACLE, FOR EWC. A SHALL, BE- CONCEALED.' 9XPOSED��SF CO�ORDI EIGH LOC' ECURITY M OVEMENT FOR'��,SEQUF 'WIRING Z VAI_L;� PRQV I T WITH P'(w� LOOP zi_'WA�( Mfi:� ��,VARY`i C go DI TF, ELECTRICAL, �RE�QIJIR.EM�E EXTERIOR WAL (L IJE', EMPTY. dONpVt;:; .2' DIA ALLOW -SYS 5:BY F-CKF-RD..S CONTRACTOR, Veir MINIMUM� ALL', SECURIfY SYSTEM CONDUIT UIT CURITY,, ni_ TED TWO 24' LONG PLUG MOLDS, ONE BEHIND �NQT BC,.,ALLoVED,� X, SHA�4 C LER, N BY QTHER5�- 00 1 TlVkCTIO �BO LOCATED 'ECK 'FOOD MART' LLECTRTCALA�TREEZER/ F I RD' THERM07ATS MOUN 7', r FOR Y %ilG S1 AFF. AL'- (TYPICA`�`OF';,��, 'MUST BE, SWI 7 L,',QR,SQOTT DYER - - I �' z � /�i 3� �, 7 1 -, .1 '1., . �, " L" 1.",�_, " _4__� DOOR SIGN PAN I� ARD LP2-14 GNAGE, Q.9A O T 4�', 1S � S1 LL,,� BE' 'VARE-,1D1 N RINAGE. T-2A) AT 5'-0' A.F.F., 'EL Q IA ' W- QDD,'TYP �REAKZRS, �3n TCH RATED, CQRTACT,,.JAY tHIL &.' ETLA IL :�,CASE`� CONNECTION T z CEIVING x j z _nE )NTO, RE -CONTROLS; INC,-AT aj�-544- WITH' SuNcaAs�T ENVIRONMENTAL E Z,3 TEN' -1 TLI �;t�AL�_, 6c$j i OR _SpHEDVpNQ;, PANELBOARD� JYPEVRIT NO [S P 4 W, 0, "l,"#10 SEE DETAIL #3/E.- S�RlgS�,�500K, ENERGY 2-rm #1 ;EFFICI�f -:LAMPS,'ALL LIGHT FIXTURES SHALL,,RE SUP 2 'FLUORESC IT I. C WIT . LAM H ENT.'LAM0i'46 PHILIPS,,TL0Q PLIED 01 G OU'Nb� [777777777 BALLASTS. SHAIJ.; �J�E -126V I' -ELECTRONIC 116H' FREQUENCY' LI TI- NA N 25 -OUT WITH <THD),'; DAL1,.AST SHALU HAVE THERMAJ�_ CUT 34 BALLAST4.Wj(H.'LESS, THAN'I%'T[JTAL HARMO JC;.DIS.TORTI C-32.3 RTS �AND .:t RtSETzAND THREE YEARGU ARANTEE�.ON PA 86" %L -_�,'E,Bjq-'QR� ADVANCE,-, PR QSED TION 0! LVk;,8 b"" 616 r6_ c +86" �26 4TE -AABvR; AS_j.4ANUFAQTVREp BY MAGNETEK TRIAD,�., LOCA F OP 5 Y U) Ps F_ EV EQEPTACL� :t.AND SWITCHES iuj� IVUR 'P 0 �VF SEE,5HEET, R, COMPANY'S:.PAD MQVNTE ICE STAIN IN 'I, LESS �TEE�U TRAN$FQRMER,, ,S, SHALL BE 42' N P�l 1-, 2, al .1 , 'ga .10 22, -7 FOR �`D/T, PHARMACY' SIGNAGE. (7.8A) 4f 7 3 0 6 a 13'-4' X0 1. T, #1 M41 6 1 3 C na, C-27,29,31,33 D a' v , idson pup V VN'! E W X! _W ECKF-RD #5201 TANI PP,, F L 33609 PQW.ER PLAN L. A R, y.Ii1a C. r e z ,r k1 5201 West Kennedy Bivd ` " Suita 501 kY Syi xz, Tampa; F03609 ph 813,288.929� r s> fX! , 013 288.8046 " z'<AAQQQ3090 z,IB4Q00989 01, r Y� �i FIRST $Tkf~EI' AT I':` a FRENCH ,AVFNUF:` ., « IrINP PAN. -2 -2 -3 -3 -3 6 y �T, r 1 tl-.--.,�,�,�,-PN-""",I,,�-,�l,-,, TF-I" T i; "fit I -1, t� F, F �y i'N Ar V 1. �71 'tt,X1,. " ", " , , � P, C�11.1 I` � i " x it. AM, t" -F I, t� 7tT .�M 11 -;t i;i �F ,�v �t, , I �T? t '! V � �,, Z � 4 fit !�, , T - r., : 1, ;"t . I i � V ��I+ ;� -� 't i * i: T� � �t � 0 It,,11" n4-".x4 ---rv, �FT v� iZ A 4. 1; 111141" tti�,7� al-3 tt p;k ti" Fit j," t-Vi t "t", ;It x", Vv j T (F;; w� VIA, 'T, A it, el,� -,��,Ti IT r T V 'S4 rDq-,' q i't tk� t t; "A" �, ", � f, V", "'I, For tf ic it I' � 6xX "A tT -0, —i-11 j to z" J -Vl:,��_ -j T F� 2', iF 1E -t it 7 . � F . L.� t 7i 7 7,i ;t, =-Ff,777 T 14 C, 'I ,I T", IF f t—C-1 4i t I h, �I, it t 9T F 12 1 1 J5FI X 4A tr, fi 4 , i,�. I i, ;, - �C4 L_ x 13 IT A: Fri, TTi -F, F Ti tF r, T, s 4, 777= .3� r F t 777 u 1 t -i", 7 7- N'V Ai OMK) t_ F go IT Z t; F_ C 17, p rF� N Iq, -, - , , N n F, T,� N. �,K (y) 10 _F1 te, I \4 13 C-13 IF ky� A-7 t, -3 V ;��(Comm> 77 `57 I y 4 iPROV1Wi'TWQ CTRCU ��CJRCU 7, 'F--' FABOVE CQUNTE PLUGHQLD,, MOUNT ED t, �R,I �2 "I' "T F, c 'i -- " �J,� * , , i , - �, ' PLAQ t LP4 11,13 COUNTER 1�3F,JN ti F;-', JO CIRCUH i I v X, :,#C. 13,15 te NEC CON T, X Z . ..... 41 I X N, 4:- >/ 0 0 b, Q irz, f OV v 7 s L -7 L 3YS T E M- T' L�h Av V I N MEILIN T R:,;D1EB0,LD. �TAJL' #5/,E7'�3 F T I, r V !Fr, N D71? V A C49 '_Fw, x T. F-77 V" V4 T24" 44 �TOP,iARE AOUNT CENT -TO � 11,11. i, 11,.,�J. "I" �,� _ _,, iT � ": " _ 'I- " I,, 4_ 'COUNTER, ' ' " ' ' ' �,F % .1 . " I - \TV 7 DEYJ,CE OW. � A#Q 1, IT �JZ R �,Q E H` DISTANT"TROVI 57 T RDINATE:,.." Ct4,1NF_1 GENTERWK..' 000 77 7\_7' 'L- ENT OFT;','DE C"i jYPF_,-QF".-F TVRE.;TS PP EQ,t (TY it: 'u'', , , I I'� ''I .,, TE EX P _;iVICES�'WITH C at NO jX p LPT�0'� S TU'B-�:UPS ONLY,'. W:,BUXES� �AR 'E_ IT �bfkENSIIJN� �'i8HQWN, FbR:'C a,;�#I�(H), 2 IF DIMENSI AD)UST, Yi� ly F IF , ti . TF T, LAN N'G F SCAL-Ei 1/4' V '0' K�, UTIT-PLAN, PHARMACY L I GHTIT COND PH A R M Ac PDIVER`,'�PL N.,K"', PHARMACY, A " C73 2 T :Z PREFAB. 12" x 12" cu —Ou GFI IT) IJ�H: "T ACCESS PANEL.IN FIXTURE 4d OPY' Fie t" 4 it, 'CONDUITS"' ;'!_�'E M T �Lbbk,'M6 7�31� k, to 4" -,'RHARMACY CHECK' 0 U 77777i, �,T I L �TRQQIVI C HAS E' -ONDUIT ROuri,No DE �TA `7 I" TO RX,�,-VORK� COUNTER NOT TO 1 7 I U '4;L8P1V —3 k 6, SCALE E E . QUIT F PQR, ESJG -NOTE: r7� X t/: �T. 4 - '04�SOAL�T `,TKE WRE I N, F 1,KT, U R COMMU E" IT, NICATION',�VWN cot, �A$ G A 'CONTRACTOR $HALL IF MAKE PLANS TO�.RETURN AND MOUNT ALL, DEV CES', TO,, CABINETRY ak reet T bI IE DEFAI 0 TH TRACTO�J!AS QQMP!l�TED. -EL 7 T o � -F I, 6F� TH RU:: -S, D, _J� � : z :. - YS EM EBDLT�F' R G, Q N ,.I AND' "GAH Ll NIG", R -.,.0 G RU I A FTER FIXTURE CON .3 u, b "0 'Al NQPJO�'S ht6F, n i AL 'AA N D.U] E �T L, WQRK. 6 9! '!j J, # 5783 OQO, T", p J v �A, T, -2 -b _j -2 -2 N & %NDARD� THE* N T ALL�_.QEYICE5 SHOWN IN LEGEND ARE,R,E UIRED.', MOUNTI 0 HEIGH PS,i SHOWN -ARE �,MAXIIVIUM/MINIMVM,.�- .TH PULL-CQRD- VQ REVIEW LIGHTING PLANS AND DUAILS: ACCESSIBILITY SD POWER TT 17TOM 113 ANT. '(CObRbIN, T'E'; WITH 1C :` "' R_ IIEMS WHICH APPLY TO THIS PRo4tct OT,BE ALTERItO,WJITHOU17. RIJ EN C37 rnylq�-.,�QQMPA IRN T QNOUIT Wl NY'JERMINATI C, V fHOk ZA A 0 F p OR ELE -PHONE_`,CO0A�R'( I IMIT!5 RQU9MCA' PNL 'P' CIRCQIT LQR NT� VOLTAGE PHASE BREAKER WIRE MINIMUM EQVlpkE CO AMP S,� xt25 CKT KVA/0, R 47 2P-50� P-21i23 4.0 3/eC; 2 #8, I :JqG-G S. K, R QSS 2301 PRINTER ROCESSOR:'� - 208' 1 1 0 LA B 2P�59, P-21,23 GND._,� R NTER/PROCESSOR 208 1 .38 47 40 3/4*0, 2 #8. #1 2 P I 77 13 .qf3EEN O; QSS 2 208 29.6' �37 0 25 Vi29 3/4C; 3 #8, I #10 .GN qLA 3 3P 4 P �K RE P 777 'C; 2 #1 I # 0 SOR .2R-30 P-��31.33 2.2 �,3/4' k,, RED 26. E. PRINTER PROCtS 20&� 1 208 2P 40 ,V 0 �/4%; 2 #8. 1 :#10 OND," EjLAcK UE QSF FILM PROCE$SOR 31.5 39 �D: bL I O�A): (b VEY" K F��V'*A) FILNI'�PRQCESSOR 208 1 1 8.2 :22.8 P 0 1,3 19 3/4"r,; 2 #1 O.' I #j Ap _'O P �N 177 ! 7 PONTRACTOR $HALL, VERIFY �WHICH EXPRESS PHOTO EQVIPMENTAS BEING INSTALLED IN JHIS STORE WITH lCKERDS, CONSTRIJCTIQN�A NA de Xr)kES-S RHOTO NOTES, -1 POWER' URCHASED'FROM: INCLUDE�'THE FOLLOWING, ,VATER, HER J< .,SUNCOAST (ONLY) POLE. COORDINATE CONNECTION REQUIREMET W ITH' ELECTRI'C� -58A-2, CUSTOM POLE FOR CORD PLUG OR HARD WIRE.: PR POWER, �.POL.E, EQUAL TO MONO �SYSTEMS SPS�32 OVIDE .,PEYICE MP, RZCLPTACLE� A CKE�RDS, -'WITH SIX 15A,' 125V, DUPLEX RFCE!PTACLES, AND -Two 15A, 125V -CQVERPL-ATF- AT EWH AND A DEVICE� BOX,,� 20, AMP'�`SINGL.� PO�,��.'TOG, ILE,' CO T' C "FOR,,. EW, FW5, ,',''�bEDI,CAT�D/TV�,S,RECEP,,rAcLES,. POWER POLE PREWIRED WITH WO VERPLATE LOCATED, ADJACE U N TO THF__ _ABINET` DOOR,,, TACI, ARRQWHAR r:: SINQLE RECER QA, 25OV' I_QQKING EACH'SHALL. BE 2P, 3 5 --WITH �'FL,IJOR ��WITHB.Lffi ,K CO.NTRQLi -JYPE�, ARROWHART #575L�AN, COMPLETE.WITH "10'-O' CORD AND PLUG ASSEMBLY, P 6 R :ONE e. ROLE,, ARROWHART 05752AN AND ONE 3P, 4W, 50A, 250V, LOCKa4G ROVIDE 2-DIO(H), .>i 'IN ONDUI P ;..,TYPE:, 'ARROWHAR .#8450N. THE�CONTRAQTQR SHALL MAKE CONNECTIN o THE T S TECHNICIAN OR PHbTb,EQ'UIPME-NT,' AS DIRECTED'. BY TRE ON SITE PHOTO E�XPRES DUIT� WITH PULLCqRD -REPRFSENTATIVE. COMPLETE', WITH, THE POLE THE ON SITE� MANUFACTURE; PROVIDE 2'.,EMPT'( CON 3 Q Tttt �COMMUNICATIONS, SEE SHEET'E MOUNTED,, SWITCH, VERIF Y EXACT LQCAT ION PRIOR TO ROUGH -IN,_ POWER POLES MU -SUN,CQAST ZNVIRONMENTAL. POLES, Q ST, K URCI44SED,FRQM, IDE CABINETRV!� ARE , SUPPLIE D: AND E INUALLED BY TH ELECTRICAL., ONTRACTOR, THE CONTRACTO LL E RUN CONDUIT OORDINATE THE tbUIPMtNT. PHASE REQUIREMENT AND PRQVIDE T HE, PROPER RECEPTACI-E- AND VIkING FROM TREJUNCTION BOX IN THE CEILING TO THE RECEPTACLE JWTHE.'POWER ROLE' REFER TO EXPRESS PHOTO., EQUIPMERT SCHFDULE,j 0 HIS.'DRAWING, SEE POWER. POLE WIRING DIAGRAM.: ABOVE. -O' LONG,- 2-4CIRCUIT. POC -O','LONG PLUGMOLDS �PROVIOE*,:I;2" jMQL.D;. USE TWO (2) 6' 0 WIM.'OUTLETS EQUAL JQ VIREMOLD #G20GBAGO9 (GRAY>` MOUNT ON BACKSPLASH 3' ABOVE qQQNTER;,TQP. STUB FLEX THRIJ WALL 38- AFF. ETQL� I_R U H -WIRE TO MANAGERS: OFFICE 'WIRE a 15 WITH PULL P a,", FOR. COMMUNICATIONS., ROVIDE �CQNNECTIQN TO, EMRTY DEVICE BOX FURNISHED BY FIXTURE, VENDOR. Ic RUVIDE:, ONE 20A, 4�0'V TVSS. DUPLE�X RECEPTACI.E; ONE �OA; '120V STANDARD DU P PLEX RE�E�T�.CL�j 'ONE: P,0,3., OU PHONE OUTLET IN ELD .'PRIOR 'ro THE SLAB BEING 'S QUAD,,BOX' COVERPLAT.Ei. B FRI�OX RRIF134, OR! APPROVED �QUAL X SHALL. IS I`AND,��HALI.' BE JNSTALLU� FLUSH W TH F N HED FLQbR RTY QQNDUl WITH PULLCOR TO TELEPHQNE�'BQARD FOR CQMMUNIQ� TIO IA 'LO NG PLUGMOUD NITH, OUTLIET,� 9',,Q,C. 'EQUAL TO W1KMOLD, RQVIDE, 6�-W' IMOUNTU, ON, BACK,S.PLA-3 ABOV H13' COUNTER TOP. #Gp- STUB "FLEX -,THRU, WALL- AT �8�� AFF, 4'- C' R P I)VI VE" ONDVIT,' IO., DE 10(N), V #19(t �3/4'� CONDUI I'PROIDE -#8(H), 1�- 'N,� V4'CQNbUIT, ITRWIPANELBOARD A�_ N #10,( G _T0 , THE'POWER POLE�. 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