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HomeMy WebLinkAbout401 E 1 St 03-21 Exterior remodel#01 E /Sf.S+ Q3-al1 VAULT DOOR t v t 10 E301 E301 E301 ,L WIRE MESH I Aar ` 2 5 I 4 I w PARTITION 4 E301 I E301 I 3 _ SLIDING DOOR EXT'G COLMM m CLE R 9 I 5 PAINT P-I I I ® WORKROOM N —L — 112 NOII 3 cD I 2'-0" 18'-II/8" 2'-2" 6" I C341 SERVER I 1 14 I I ALCOVE 3 -t QC As.t i 11 104 ae.t E301 A8.1 lU ' H C314 r > EXT'G SLAB---L—NE 4" TOPPING SLAB I AO.1 I m HD. � 3 3/all �0 2 7 1;7.. e ' O NOTE E TYP. 106.50, AkO °---------� � C327 E301 oil 6�_0�� 4"- 5 � � I 15 I ELECTRICAL • 0 A5,1 SIM � I � 69 PO BOX MODULES 0 I AB.t D 0 M rn E301 REFRIG', 106,5 N o I 7 SPacE -14 ' . ' • , '. SIDEWALK B 106; LANDLORD'S CONTRACTOR I Oi C O w I wu 4 SIDEWALK By A9� LISPS CONTRAL — . 12" x 15" DOUBLE TIER WARDROBE EXT'G COLMM 4 PAINT P-I II 1'-6 3/4" O II VERIFY ,-4„ , 10 -0 . I I DASHED LINE INDICATES TYP. LADDER TO RO HATGH -SEE 8/A9b FOR TOILET NOTE: SEE DETAIL 8/A9.3 FOR INTERIOR WALL BUMPER - COORDINATE LCCATION WITH MOUNTING HE G TSSSORY I I SEE DETAIL 3/A8,3 2 16 4 EXT'G VENT ON ROOF 4 4 ------- -- -- — — -- - -- FE D.F. ----- • 14 I I I 18 !9 _ AC -I AG I6 AC-3 2� O STEEL COLUMN AT EACH SIDE I I I JAN . I I O O I I OF INTERI R IMPACT DOORS - _ SEE DETAI 6/A92 I L1 14 ,I " O to L — —5 4 - 3 -E� I I 5 - 3/4" PAINTED PLYWOOD SHELVES W/ 4' W. x 4' H. FRP I I SOLID HARDWOOD NOSING. I WAINSCOT 1 C-3 SEE DETAIL 1/A9b st - - WOMEN I LANDSCAPE AREA I I v LIFT PUMP WALL MOUTED ON BRACKET ABOVE - AC-6 1 16 AC-i _ AC-6 _ 4 AC- � \> I - C-9 1 C-9 C RAIL - SEE / i \ \ '" � ° /- \ DETAIL 4 A9,6 I 5'-10" EAR \ 5'-1" r 5'-0" 5'-10" CLE R FURR GORNE AS REQ'D VESTIBULE I AG_g I • � �J` -[ S FOR CONDEIISATE DRAIN 1 13 Ar,.-I AC-I6 A -6 -' -I6 AC -II D H` -1 E-I I� S TYP. 3 I PERS 106.4 i w NEW 1''ENGE - SEE DETAIL 2/A9.6 4"14 / ('-4" 3'-4" 10' 8" 6'-4" / Z r -- -- I-- ® / ALUM. CANOPY CO UMN TYP. OF 5 34 I l °'��D 51 LOADING DOCK ' I U106.46' l/ 1063 REVI:3ED FENCE LAYOUT- PER PM ' DASHED LI INDICAT k TYR, E RI I WALL BUM - SEE D At 37A .3 t g NEW 12' FENCE GATE j II I AV / �(� � SEE DETAIL 3/Ai)A> 106 ' 2 1 ` / A�v SCLIFr ORS / G EXT ' ; ; ♦ // / 105.24 All CO oil 1 2 A9.5 T P OF 5 ` �\ / / Q A5.1 • I I TG . 3 I I I 4' NORTH i=AF-TIAL FLOOfiR i=LAN - 50UTH SCALE: 1/4" - I'-0" 0 w o� N X w 0cl l � l �'-1� C.1L lily � � �4��1 `�/`�'C;9• r� } LJc 5/8" GYP. BD, ON 3-5/8" METAL STUDS 7— WALL- OPG. 101/4" W. x 101/4" H \ CENTER 52" A.F.F. _ METAL ACCESS DOOR GATE VALVE CENTERED IN WALL OPENING EQ. TO INKYCO/ MILCOR --JAMB ANCHOR$ STYLE M 10"x10" FLUSH SCREWDRIVER LATCH (6) 5FfR1NKLEFR VALVE ACCE55 r-)00F� DETAIL, SCALE: 1 1/2" - NORTH 2-k t -e V"'0 F=0'JNDATI SCALE: 1/4" - 1'-0" AN NES - COORD. 1ANUF. XENED SLAB W/ 1- 05 CONT. Y ARCHITECTS / PLANNERS 5744 Canton Cove Suite 100 Winter Springs, FL 32708-5079 Ph: 407.696.7799 Fax: 407.696.8634 NEW SANFORD RETAIL POST OFFICE SANFORD, FL 32777 FORT U.S. Postal Service Facilities Service Office Building 300, Suite 300 4000 DeKalb Tech. Pkway Atlanta, GA 30340-2789 ties reSa� dye 4,e �a P \\- SLAB RECESS AT BASE OF COLUMN - SEE DETAIL 5/A910 Project No: 320.44 Approv.By: RLB TYP. 3 LOCATIONS PATCH BACK PAVING W/ CONC Drawn By: RON Date:1/10/02 PAVING TO MATCH EXT'G - MIN 24" WIDE STRIP - SLOPE TO DRAIN Checked By: RLP Scale: NOTED AWAY FROM DOCK EDGE. (TYP) SOUND �4T f ON �'L,4N � ENLAfRGED PLAN 0-1 �yo e� �.1 I of 43 D F �D j k SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: 9/23/02 Business Address: 401-407 E. First Street Occ. Ch. Business #39 Business Name: U.S. Post Office Ph. () Fax.( ) Contractor: T.B.A.. Architect: Architects Inc. Ph. (407) 696-7799 Fax .(407) 696-8634 Reviewed [X ] Reviewed with comment [ ] Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examine Comment: Plans reviewed as Business Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Fire Hydrant required to be replaced to a new hydrant`, per Land development requirement (see plans for fire hydrant location) 1.1 Application — Existing building exterior and interior build out. 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Business 1.5 Classification of Hazard of Contents — Ordinary, 40.1.4. 1 (2000 L.S.C.) 1.6 Minimum Construction — N/R per 2000 L.S.C. 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. (two remote exits) ok 2.5 Arrangement of Egress — O.K., will field verify 2.6 Travel Distance — O.K. 1 SANFORD FIRE DEPARTMENT - FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" & "A" 3.4 Detection, Alarm and Communications Systems — Not Required 3.5 Extinguishing Requirements — as per NFPA 10, two (2) 4A rated fire extinguisher required mount by exit doors 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per LSC 9-1 5.2 HVAC — as per LSC 9-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Not Required; Monitoring: Not Required; Other: NFPA 1 A.4.1. 3-5.1 Fire Lanes — Not Required; 3-6.1 Key Box — Not Required; 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify see page 2 i 19 6 GENEfRAL CONSTRUCTION NOTES 1. The complete installation to be in accordance with local 9 codes and ordinances, Standard Building Codes, National Plumbing Code, National Electrical Code, applicable state and federal codes and OSHA requirements. 2. Submit proposed methods and schedule of work to the Owner for review prior to the start of work Schedule shall indicate work sequencing to prevent any interruptions to existing tenant operations. Contractor to coordinate his work with work of others. 3. Contractor may visit site prior to submitting bid to familiarize himself with scope of work Visltation to 1 be scheduled with Owner. 4. Contractor to guarantee his work for a period of one year after date of acceptance by owner, unless warrantees on specific Items are specified for longer time periods. 5. Confirm locations, mounting heights, etc. of all devices with manufacturer and/or owner prior to installation. Provide all necessary blocking for support of wall 11 mounted equipment. 6. Cutting and patching: Contractor to include all cutting and patching of walls, floor, ceilings, and roof for the execution of the work - General: Do not cut and patch structural work unless such proposed cutting and patching is submitted to the Owner for approval before proceeding. Do not cut and patch operational and safety -related components in any way that reduces their performance, 1 operational life, or their safety, or that Increases maintenance. Do not cut and patch interior spaces in a manner harming either the visual appearance or resulting in substantial evidence of cut and patch work, both as judged solely by the Architect or Owner. Remove and replace any work judged by Architect or Owner to be unsatisfactory. Finishing: Finish patch to match surrounding surfaces. Where necessary to eliminate evidence of patching, extend finish restoration onto related adjoining work. Where patch occurs in painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coats. Prepare surrounding surface for such painting to produce a lasting finish coat. 1. Contractor to provide all fittings, adapters, hangers, supports, etc., for a complete installation. 6. Provide protections necessary to prevent damage to adjacent surfaces which are not part of the work, or to surrounding areas in which or through which the work will be performed. Conduct operations and removal of debris to ensure no interuption to service of public areas (which include streets, drives and walks) and the ability For the existing tenants to operate. Remove all debris, rubbish and other materials resulting from the work on a daily basis, and dispose of off site. Conferences: Well in advance of beginning any work requiring coordination of subcontractors, meet at project site with installers and manufacturers representatives to review necessary procedures and work schedules. Advise Owner and Architect of scheduled meeting dates. Record significant discussions of each meeting, and agreements and disagreements, along with final plan of action. Distribute record of meeting promptly to everyone concerned. Do not proceed with work unless agreement is reached. 0. Workmanship Standards: Investigate and maintain procedures to ensure that all persons performing work at site are skilled and knowledgeable in methods, craftsmanship, and safety precautions needed to produce high -quality workmanship. Remove and replace work which does not comply with workmanship standards as specified and as recognized in the construction industry for the applications indicated. Cleaning and Protection: Contractor shall clean and protect work In progress and adjoining surfaces and areas on a basis of perpetual maintenance. Apply suitable protective covering on newly installed work, or clean and perform maintenance as frequently as necessary until completion and acceptance of work by Owner. Clean-up of contractor's work shall be performed at end of each days work, so as to not Interfere with ongoing existing tenant operations. 2. Coordinate construction staging area, site storage of materials, and contractor parking, and building access with Owner. GENERAL CONSTRUCTION NOTES A. GENERAL CONDITIONS A. COORDINATION: THE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL THE DRAWINGS BEFORE FABRICATION AND/OR INSTALLATION OF ANY WOic< CONTRACTOR SHALL IMMED- IATELY NOTIFY U6P8 OF ANY DISCREPANCIES OR ERRORS. B. FIELD VERIFICATIONt PRIOR TO SCHEDULING OF WORK AND COMMENCING CONSTRI.CTiON, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY OMMI56IONS OF EQJIFMEI4T OR MATERIALS ON DRAWINGS, C. LEGEND. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWN636 ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR THEIR EXACT MEANING, USPS SHALL BE NOTIFIED FOR CLARIFICATION. D. HORIZONTAL DIMENSIONS: DIMENSIONS ON THE DRAWINGS ARE TO CENTER LINE OF COLUMNS, GRID LINES OR TO FACE OF MAS. OR STUDS AS INDICATED ON THE DRAWINGS, UNLESS NOTED OTHERWISE. E. VERTICAL DIMENSIONS: CEILING HEIGHTS SHOWN IN FINISH SCHEDULE AND ON DRAW- INGS ARE FROM FINISHED CONCRETE FLOOR SLAB AT THAT LOCATION. FINISH FLOOR ELEVATIONS ARE TAKEN FROM THE TOP OF CONCRETE FLOOR SLAB. F. PRECEDENCE: DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE, LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. SPECIFICATIONS AND GENERAL. NOTES TAKE PRECEDENCE OVER DRAWINGS. G. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL LIKE CONDITIONS, ALL OTHER CONDITIONS THAT ARE NOT TYPICAL WILL HAVE SPECIFIC DETAIL CALL OUT. H. FRAMING: CONTRACTOR SHALL PROVIDE ALL REQUIRED BLOCKING, BACKING, FRAMING, HANGERS, OR OTHER SUPPORT AS NECE56ARY FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRING THE SAME. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH FURNITURE MFGR AND INSTALLER AND REVIEW SHOP DRAWINGS FOR BACKING, UTILITIES CONNECTION, ETC. i. ACCESS PANELS: ALL EQUIPMENT SWITCHES, AND VALVES THAT ARE CONCEALED MUST BE PROVIDED WITH ACCESS PANELS. COORDINATE LOCATION IN FIELD J. GLASS: ALL GLASS, TO CONFORM TO CON- SUMER SAFETY COMMISSION PRODUCT SAFETY ACT 16 CFR 1201. K. GYP BOARD: ALL GYP. BD, TO BE 5/8" TYPE 'X' UNLESS NOTED OTHERWISE. INSTALL M.R. GYP. BD. BEHIND SINKS, IN TOILET, JANITOR, MECHANICAL ROOMS, AND OTHER POTENTIALLY DAMP LOCATIONS. B. GENERAL HANDICAP REQUIREMENTS: A. DOORS SHALL PROVIDE A CLEAR OPENING OF 32" WIDE BY 6'8" HIGH WHEN AT A W DEGREE ANGLE TO THE CLOSED POSITION. B. THE BOTTOM 10" OF THE DOORS ARE TO HAVE A SMOOTH UNINTERUPTED SURFACE TO ACCOMMODATE OPENING BY WHEEL CHAIR FOOT REST. C. HARDWARE IS TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH, DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHTING PINCHING, OR TWISTING OF THE WRiST TO OPERATE, LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS, D. TACTILE WARNINGS ON DOORS TO HAZARDOUS AREAS, DOORS THAT LEAD TO AREAS THAT MIGHT PROVE DANGEROUS TO A BLIND PERSON (FOR EXAMPLE, DOOR TO LOADING PLATFORMS, BOILER ROOMS, STAGES, AND THE LIKE) SHALL BE MADE IDENTIFIABLE TO THE TOUCH BY A TEXTURED SURFACE ON THE DOOR HANDLE, KNOB, PULL, OR OTHER OPERATING HARDWARE, THIS TEXTURED . SURFACE MAY BE MADE BY KNUM-ING OR ROUGHING OR BY A MATERIAL APPLIED TO THE CONTACT SURFACE, SUCH TEXTURED SURFACES SHALL NOT BE PROVIDED FOR EMERGENCY EXIT DOORS OR ANY DOORS OTHER THAN THOSE TO HAZARDOUS AREAS. E. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS, AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS. WHEN FIRE DOORS ARE REQUIRED, COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS. F. THRESHOLDS, THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 NCH NIGH. BEVEL OR SLOPE AT THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 42 RATiO 50 THAT NO SINGLE VERTICAL CHANGE OF ELEVATION WILL OCCUR, CODE ANALYSIS: 5ANFO DETAIL GENTI Applicable Code References: Fireblocking and Draftstopping: Chapter 105.3. 2001 Florida Building Code Walls and stud partitions shall be firebiocked at 2001 Florida Plumbing Code floors, ceilings and roofs. Flreblocking in 2001 Florida Fire Prevention Code noncombustible partitions shall not be required 2001 Florida Mechanical Code at the ceiling for suspended ceiling systems. 1996 N.E.C. 1997 NFPA 101 Life Safety Code Finishes: Table 803.3 (UnSprinklered criteria) Occupational Safety and Health Act MERCANTILE OCCUPANCY: MIN Americans with Disabilities Act (ADA) Exits. Class 'C' (Flmsprd:26-15, Sm.Dev:0-450) Building Type: Retail Strip Center Exit Access: Class 'C' (Flmsprd:26-15, Sm.Dev:0-450) Other Spaces: Class C (Flmsprd:-16-200 Sm.Dev:0-450) Project Description: Facade Retrofit Classlfcatlon of Hazard of Contents: Ordinary Hazard Group 2 Occupancy Classification: Merchantile ( Group 'M' ) Gross Building Area: 28S36 of : one story ASSUMED 4- HOUR WALL SEPARATING THRIFT STORE 4 DOLLAR STORE ASSUMED 2- HOUR WALL SEPARATING DOLLAR STORE 4 NEW POST OFFICE Construction Classification: Table 500: SBC: TYPE IV: UNPROTECTED / UNSPRiNKLERED ` Maximum area allowed= 15000 sT, Maximum n10 stories 2,�� Maximum height = 55 ft. Fire Protective Requirements: Table 600: party 4 fire walls. 4 hrs. interior brg.wa lls. NC columns. NC beams: NC floor: NC roof: NC exterior non-brg. 4 brg. walls: O'to 3' to prop.line: 1 hr (090) over 3'to 10' to prop.) ine: 1 hr(1090) over 10'to 20' to prop.line: NC(2090) over 20'to 30' to prop.line: NC(4090) over 30' to prop.line: NC (NL) CODE ANALYSIS TO DAYTONA ST. JOHNS RIVER w. IST STREET 46 � � ♦rJ.+s a -a. I-4 PROJECT LOCATION � u NORTH �- sAr�oRD INTERNATIONAL AIRPORT LAKE MARY BOULEVARD TO ORLAN00 411 LOCATION MAP 415 ST. JOHNS RIVER COLUMN GRiD ROOM NAM 423 ROOM SCHEDULE SYMBOL WINDOW TYPE DOOR SCHEDULE SYMBOL SECTION CUT ,q. WALL SYMBOL DETAIL KEY ELEVATION KEY AUJINCz INDEX SEQUENTIAL NUMBER: GEC EfRAL ; I of 18 A0.0 COVER 5HEET 2 AO.1 DRAWING INDEX / GENERAL NOTES 3 40.2 51TE 5URVE`1' (FOR INFORMATION ONLY) L-AND5CAi=E: 4 L - i LANDSCAPE PLAN 5 1-1 IRRIGATION PLAN 6 S 9 10 11 12 13 14 15 16 1� 18 PO ARCP 1 TE CTURAL- : ,41.0 51TE 4 BUILDING DEMOLITION PLAN AU OVERALL PLAN A1.2 SiTE DETAILS ,42.1 BUILDING PLAN ,43.1 PARTIAL REFLECTED CEILING PLAN 4 ROOF PLAN A4.1 BUILDING ELEVATIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS A6.1 DETAILS STRUCTURAL: 5-1 FOUNDATION AND ROOF FRAMING PLANS 5-2 WALL SECTIONS 5-3 WALL SECTIONS 5-4 WALL SECT IONS ELECTRICAL-: E - i ELECTRIC,2AL 51TE PLAN, 5CHEDULE 4 GENERAL NOTE5 E-2 PANEL SCHEDULE, DET,41L5 4 POWER R15ER DiAGRAi"i ARCHITECTS / PLANNERS 5744 Canton Cove Suite 100 Winter Springs, FL 32708-5079 Ph: 407.696.7799 Fax: 407.696.8634 NEW SANFORD RETAIL CENTER EXTERIOR UPGRADE EAST FIRST STREET SANFORD, FL 32771 FOR: W. G. Lassiter, Jr. 505 S. Flegler Drive Suite 1010 West Palm Beach, Florida tieS .Lyo deretas 4�91,� ge/ Project No:02-335 Approv.By: RLB Drawn By: RON Date:1/12/02 Checked By: RI-5 Scale: NOTE DRAWING INDEX GENERAL- NOTE5 AOml STANDARD NOTES SYMBOL LEGEND DRAWING INDEX 2 of 20 nW-ROBERTS--022992 - 7 6 ia -2 6 s SUR VE YOR 'S NO TES 1.) SURVEYOR HAS NOT ABSTRACTED LANDS SHOWN HEREON FOR EASEMENTS, RIGHTS —OF —WAY, OR ANY OTHER MATTER OF RECORD WHICH MIGHT AFFECT THE TITLE OR USE OF SAID LANDS, 2.) NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS LOCATED OTHER THAN SHOWN. 3.) BEARINGS ARE BASED ON THE CENTERLINE OF FIRST STREET AS BEING S 89?29'31" E (ASSUMED). 4.) LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 5.) FURNISHED STREET ADDRESS IS 419 E. FIRST STREET. 6.) SITE CONTAINS 2.0564 E ACRES, BUILDING CONTAINS 29,002 E SQUARE FEET. East Street to the North Tine of Second Street. 7.) ON SITE PARKING HAS A TOTAL OF 91 REGULAR SPACES. C / L F- I R S T S T R E E T 8.) ADJACENT PARKING IN AREA HAS AN ADDITIONAL 21 REGULAR SPACES. REC. ROUND r (PAVED ROAD) CONIC. h IN WELL BOUNDARY SUR VE Y FOR ' FZz4CZ_ER DEVE ZO,Off EjVr & R.E.4_ZT_r, IjVC. SECTION 30, TOWNSHIP 19 SOUTH, RANGE 31 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA LEGAL.. DESCRIPTION UJ Those portions of Blocks 2 and 11 lying South of First Street, all of Block 11 and all of Block 3, CHAPMAN AND TUCKERS ADDITION TO SANFORD, according to the plot thereof as recorded In Plat Book 3, Page 35, Public Records of Seminole County, Florida, together with that portion of closed Cross Street (a 40 foot right—of—way) lying between the above described Blocks 2 and 11 extending from the present South line of First Street to the North line of East Street; and that portion of closed East Street (a 40 foot right—of—way) lying South of the above described Blocks 2 and 11 and the closed segment of said Cross Street extending from the East line of Sanford Avenue to the West line of Cypress Avenue; and the closed 10 foot alley lying between the East line of the above described Block 3 and the West line of said Block 10 extending from the South line of closed REC. ROUND S 0929 31 E 344.67' CONIC. MO - IN WELL E FOUND HOLE IN CONC. WALK NO - a.15' S. & ' SI 0.28' E. o y91 y�ry o'' ryh y N BUS STOP - ° `°-- °� Off' ,p�� `CP 10 CANOPY 101831 GN 1 4. 1 ._... -- ---- - O ^J 103.86 10 .07 41°� '� Tory p 6 �� O�� ` h`' 09• °i•°A FIRE ry NO IRON PIPE HYDRANT 3O y' 1V�$g 5' CONC WALK � I NO f ,� rya WIDE GONG. CURB ON PROPERTY y9 0 �� $, 0.07 E. ,�p� A9915 •.° MFTAI PrA C (RAISED 0.5' CONCRFTF CIIRRI , r� I O � OO I i w > Q Z LU `� Al) Ilk CO N (n vl O O Z I ,a A BBRE VIA A Tl ON LEGENDCONC. I ,� i + sry ,05 ry 4' X 12' � f ryT ,T' a u CONC. BLK. N =NORTH O.R. = OFFICAL RECORD *`� ° cork. owvE (TYP.) 1°� cw ADDITION S = SOUTH D.B. = DEED BOOK ` + ry E = EAST P•O.B. =POINT OF BEGINNING 30'�o d' +�� 091 ,0`'6 Qo 5ti 60.00' w = WEST ,� + L0T 3 0 + P.O.C. = POINT OF COMMENCEMENT y ^ + ^� + CAT S SEC. = SECTION = �0 1 0 ' BLOCK A13 + `o' `' DRA r a FND. =FOUND P.L.S. # 3144 = PROFESSIONAL 6 ,b1 ,�� ,� �°ry +�0ry ry° oNc.+,DRIVE (i CONIC. MOH. =CONCRETE LAND SURVEYOR REGISTRATION ah ° o^a°.� MONUMENT NUMBER 3144 ,�GRASS AREA a� o^ o°� °�. I= 9 ° a CDR. =CORNER TYP. = TYPICAL FOUND IRON& �� O o'U' ^ o N0. =NUMBER PROP. =PROPERTY R00 NO `° 0,0+ Q, Re ��n� P.B. = PLAT BOOK R. = RADIUS 2.88' N. & Il +_ 1• �p1 RETAINING PG. = PAGE A = DELTA sa' E. 1'7 `0 o.U� o PP = PAGES L. = ARC LENGTH OVERHEAD UTIUTY UN �,a•V.= REF. = REFERENCE P.C. = POINT OF CURVATURE ES (TYP) ` WOOD 4+ UTILITY MEAS. = MEASURED P.I. = POINT OF INTERSECTION POLE INFO. = INFORMATION P.T. = POINT OF TANGENCY N.T.S. = NOT TO SCALE TAN. = TANGENT S 82'00'09» E CA = CENTER LINE C. = CHORD / ELEV. = ELEVATION C.B. = CHORD BEARING C CONC. = CONCRETE R/W = RIGHT—OF—WAY INV. = INVERT T) = TOP OF CURB s NUMBER NO IDENTIFICATION BA = ACTUAL BOTTOM OF CURB C O N T = TOWNSHIP P - PLAT (PAVED ROAD R = RANGE D = DESCRIPTION MSL = MEAN SEA LEVEL C = COMPUTED U.T. = UNDERGROUND TELEPHONE CALC. = CALCULATED W.L. = UNDERGROUND WATER LINE CCR # = CERTIFIED CORNER R.L. = UNDERGROUND RECLAIMED RECORD NUMBER WATER LINE B.M. = BENCH MARK R.C.P. = REINFORCED Q.U. = OVERHEAD UTILITY LINES CONCRETE PIPE C.M.P. = CORREGATED METAL PIPE (D.O.T.) = DEPARTMENT OF T.B.M. = TEMPORARY BENCH MARK TRANSPORTATION Ld # = LICENSE BUSINESS NUMBER (RAO.) = RADIAL (N.R.) = NON —RADIAL CERTIFIED T0; THIS IS TO CERTIFY THAT THIS BOUNDARY SURVEY, AS SHOWN HEREON, MEETS THE MINIMUM TECHNICAL STANDARDS AS SUN BANK SOUTH FLORIDA, NATIONAL ASSOCIATION SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. ALLEY, MAASS, ROGERS & LINDSAY, P.A. 7/06/02 REVISED AS REQUESTED W. G. LASSITER, JR. R. L. ROBERTS, P.L.S. 6/18/02 ADDED ADDITIONAL OFFSITE SHOTS RICHARD S. JOHNSON FLORIDA REGISTRATION NUMBER 3144 COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE SURVEYOR'S 5/31 /02 ADDED ADDITIONAL SPOT SHOTS ORIGINAL SIGNATURE AND RAISED SEAL. DATE REVISION BENCI 0 30 12' PALM TREE p !,y LARGE SIGN I i - e1 1, 1 +,p 1 11` ° °`ry Ary I �• I1VI U10 �Ib f F�pO 59 11 + M spry �•�' W O Boa �� _t �o + p� O Q > M � p i I I � 0.25' E. _ 104 o �r AREA .�' 10596 v 10 Je i i 0�8J 105.45 10 50105.23 CD 34g.30 S 7- R E E R.R. C.A. R.R. C.A. R.R. COMPUTED BY: REVISED BY: CHECKED BY: jjY, (,', ji,' VJ af ''I C)W Lit Q t2 � n CL I i I W O i N ' o O �,p2 53 z U ROBERTS SURVEYING & MAPPING, INC. 185 N. COUNTRY CLUB ROAD LAKE MARY, FLORIDA PH. (407) 322-2213 DRAWN BY: CHECKED BY: FIELD BY: DATE: tY, C. E. I R. L. R. I KA. B. »/, (ASSUMED) GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 Inch = 30 ft. 120 FILE: \DWO\93-269, BOUNDARY SURVEY PRDJECT93ER:2269 DATE: FOR N0V 12, 1993 SCALE: FL A GL ER DE VEL OPMEN T & REAL T Y7 INC. >" = 30 ' EMINOLE COUNTY, FLORIDA SHEET- �_ OF gry0SI tie � 9a ate Project No: 02-335 Approv.By: RLB Drawn By: RON Date: 1112iO2- Checked By: RLB Scale: NOTED 51TE 5URVE'l s 4 19 s ail i PROPOSED F LANTING - TO BE INST LLED BY THE CITY DF SANFORD. EA;'F2T 15T E)rirEi_T PROPOSED PLANTING TO BE INSTALLED BY THE CITY OF SANFORD. 1 PLANT LIST & SPECIFICATIONS QTY. SYM. BOTANICAL &COMMON NAME SIZE & SPECIFICATIONS SPACING �._.� 1 ____�= _.... \,:-_ v: —� �.•. -. --_-- _ �--=-� = -� 334 EG Evolvulus glomeratus, Blue Daze 1 gal., 12" overall, full plant 18" o.c. 2 213 LM Lantana montevidensis, Purple Dwarf Lantana 1 gal., full plant 15" o.c. 12 LI Lagerstroemia indica, Basham Pink Crape Myrtle 30 gal., 8'x4' sprd., 2" cal., full canopy A.S. 12 MG Magnolia grandiflora'Bracken Brown', 30 gal,, 10' overall ht., 2" cal., 3 ct, matched A.S. Magnolia "Bracken Brown" Ma MG MG MG 9 __._cir- 1 QS Quercus shumardii, Shumard Oak 65 gal.,12'ht'x 6' spd., 31/2" cal., 5' c.t.; matched specimens A.S. 7 1 300 SF Sq. Ft: St. Augustine 'Floritam' solid sod TG5 SN Strelitzia nicolai, White Bird of Paradise 7 gallon, multi -trunk, specimen 3ppp, full 15-20 leaves A.S. � 5 SP Sabal palmetto, Cabbage Palm 8 clear trunk A.S �165 TG Thyrallis glanca, Thyrallis 3 gal., 24" overall, full plant 36" o.c. _ 25 25 25 360 TJ Trachelospermurn jasminoides, Southern Jasmine 1 gal., 18 spread, full plant r Lo MG 25 25 25 --- { I� TJ TJ TJ ( I g7 ! i I 1j \ #ij k" �yk;d1," �/ %� i ,j PLAN VIEW ti sv i ;v» G•.-.i -= k . w_. . s •- - 4 ..,-,';aY G,: - ., ,. ..... x : i -- APPLY WEED BARRIER e, BEFORE MULCH. EDGEULCOF 1 RING •-..., PROPOSED PLANTING TO BE INSTALLED BY THE CITY OF SANFORD. NO RT P LANDSCAPE PLAN 6CALEi 11'220' N f NOTEt CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. — REINFORCED BLACK RUBBER HOSE CQQOBon� — GALVANIZED AIRCRAFT GRADE GUYING CABLE - SIZED AS NOTED BELOW _ (2 REQUIRED - 1800 APART) — 2 - 2x2x8' PT PINE STAKES o� O4 MA O PLACED AS SHOWN IN PLAN O p Q 0 — BASE OF TREE SHALL BE PLANTED 4' ABOVE O ADJACENT FINISH GRADE. O O — REMOVE ALL TWINE & STRAPS & cur BURLAP FROM TOP ONE-THIRD OF ROOTBALL NO SYNTHETIC. BURLAP )ALL BE ACCEPTED — 2- MULCH COVER (TYP) x APPLY WEED BARRIER BEFORE MULCH. — 3' SOIL SAUCER Z F5 — DIAMETER OF TREE PIT TO BE TWICE THE ca DIAMETER OF ROOT BALL - ROUGHEN SIDES OF TREE PIT SOD — PULVERIZED SOIL BACKFILL NE - - UNDISTURBED SUBCRADE nnJim I rm mrr n rm N. 3' SHREDDED MULCH TEMPORARY SAUCER EXCAVATE ENTIRE BED SPECIFIED FOR GROUND COVER BED MIN. 12' DEPTH FINISH GRADE —T I' PLANTING SOIL MIX AS SPECIFIED T COMPACTED SOIL MIX SETTING BED 2 X DLAMETFR HOTEL WHEN GROUND COVER & SNUBS USED IN MASSES ENTIRE BED TO BE EXCAVATED TO OF ROORIALL RECEIVE PLANT MATERIAL, EXCEPT MEN SPECIFIED, SHRUB AND G K"DCOVER PLANTING DETAIL N.T.S. BASE OF TREE SHALL BE PLANTED 4' ABOVE ADJACENT NT FINISH GRADE. DJ REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. No SYNTHETIC BURLAP WILL BE ACCEPTED 2' MULCH COVER (TYP) 3' SOIL SAUCER DIAMETER OF TREE PIT TO BE rMCE THE DIAMETER OF ROOT BALL - ROUGHEN SIDES OF TREE PIT -SOD PULVERIZED SOIL BACKFILL UNDISTURBED SUBGRADE WEAR TO REMAIN TIED UP UTU DEGRADEAISLE TWHE UNTIL PALM P116H116 IT OR&L DO NOT WUIMICAITH CUT TOP6 UNLE66 SPECIFICALLY GIVEN PEF"661CN P1 U;dTWm TI4IUFK TO BE VERTICAL- UNLE66 OTHEFAWOE NOTED, TWO LAYERS OF BURLAP TO PROTECT TFMW TWO 6TEEL BA106 TO 6E004E 5ATTON6 FIVE 2'X4-XIS' WOOD BATTONB i - 2'X4' W000 B4qACE6 (TOE NAIL TO BATTGN6) 2' 11IULCW COVER 4. 6AUCER BEird'I FINIOW CdkADE TREE PIT TO BE TWCE THE DIAMETER OF THE ROOT BALL F'UL.VERIZED II CcwACTED SOU. - PITCH TO DRA14 APPLY WEED BARRIER BEFORE- MULCH. PALM STAKING DETAIL N.T.S. N. T.S. yea 0 eSa� per t 2911111 LANDSCAPE ARCHITECT RHODORA D. BOHALL 1406 Montona St. Orlondo, FL 32803 TEL: 407.894.6144 ell .10 e iL N Project No:02-335 Approv.By: RLB sc► Drawn By: RON Date: 1/I2/02 Checked By: RLE3 Scale: NOTED LANDSCAPE PLAN 6 4 :7 6 T r EAST 15T STREET CONTRACTOR SHALL INSTALL ALL IRRIGATION PIPING AND EQUIPMENT INSIDE PROPERTY LINES WITH THE EXCEPTION OF THIS AREA--\ Wassamm -a-I►�=, I„1 0 R - — 7- — -CONTRACTOR SHALL PERFORM OPEN CUT OF PAVEMENT- — — — — — FOR SLEEVE INSTALLATION IN ALL PARKING LOT AND — \ T / DRIVEWAY AREAS/PROVIDE STRAIGHT CUTS IS" WIDE AND / BACKFILL AND COMPACT AFTER SLEEVE INSTALLATION TO ` SLEEVE MINIMUM 9896 DENSITY/CONTRACTOR RESPONSIBLE FOR ANY --"`� z TRENCH SETTLING/RESURFACING BY GENERAL CONTRACTOR u i4" T M u u u u 4" SLEEVE 4" SLEE fib xl_1�141 I z 2" SLEEVE 2" SLEEVE a N a o u ,.o o uo uo I u u � ' Z°Ne 2 / j/ 6 Z I" I�=" 6 F -- _ — — — — —� — — —CONTRACTOR SHALL PERFORM OPEN CUT OF PAVEMENT— — 3" SLEEVE _ T — FOR SLEEVE INSTALLATION IN ALL PARKING LOT AND DRIVEWAY AREAS/PROVIDE STRAIGHT CUTS IS" WIDE AND — -- ` BACKFILL AND COMPACT AFTER SLEEVE INSTALLATION TO MINIMUM 98gti DENSITY/CONTRACTOR RESPONSIBLE FOR ANY 4" SLEEVE TRENCH 6ETTLING/RE6URFACING BY GENERAL CONTRACTOR 'z z z d o X O N % 10 25 2eON 3 I'/= N N 11/4' i/ " R I I I I I I I I I 1 1/2 �� 2 0 R o a a a o 0 0 o c1 a 9 1 \-CONTRAC OR SHALL INSTALL ALL IRRI ATION PIPING°AND EQUIPME INSIDE PROPERTY LINES WITt4 THE EXCEPTION OF THIS AREA �d R T R ,4" 7 IN (D F F 11 N� ° N 7 1 N' FEr-:>. 1J t c— l N T T GENERAL. NO` E 5 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF V' OF COVER- ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES 4 BLDG. WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 60 ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. -1) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRA -VIOLET LIGHT PROTECTED PVC CLAMPS. 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING "ONE STEP" CONNECTORS AND SEALANT WITH WIRE NUTS. 9) THE CONTRACTOR SHALL PREPARE AN A$ -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN CAN BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE, THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON T14E PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BUMBER STOPS) 13) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 14) THE CONTRACTOR SHALL EXERCISE CARE 50 AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY H15 WORK. 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 1(b) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OWNER OR AS PART OF ELEC. PLANS AS SPEC. LEGEND RAINBIRD I800 SERIES 6" POP-UP RAINBIRD 1600 SERIES 12" POP-UP HUNTER ICV ELECTRIC VALVE, 1 1/2" OR SIZE AS SHOWN ON THE ZONE LABEL, INSTALL VALVE IN AN AMETEK V5-12A VALVE BOX. -.-•�.. CLASS 200 PVC MAINLINE -I 1/2" CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE 15 SHOU,N. CONTROLLER-RAINBIRD E5P-LX 6 STATION. AS SHOWN ON THE PLAN, INSTALL WITH C A MINI-CLIK II RAIN SENSOR. GROUND WITH A MINIMUM 8' COPPER CLAD ROD, SLEEVE TO AS REQUIRED. BACKFLOW PREVENTER-1 1/2"-DOU15LE CHECK VALVE TYPE, (BY CONTRACTOR) METER I" NOZZLE GPART LETTER MODEL GPM AT RADIUS PATTERN 30 PSI A 1800-15F 3.1 15' FULL B 1800-15TQ 20 15' THREE QTR. G 1800-15TT 2.5 15' TWO THIRD D 1500-15H 1.9 15' HALF E 1WO-15T 12 15' ONE THIRD F 1800-15Q 1.0 15' QUARTER G I800-15E6T .61 4' X 15' END STRIP H 1800-15C6T 12 4' X 30' CENTER STRIP J IWO-15CST-15 .50 5' STRIP BUBBLER K 1800-10E-LA 1.6 10' LOW FULL L 1800-11557 11 9' XIS' SIDE STRIP M 1800-1558T 12 4' X 30' SIDE STRIP N 1800-12H 12 12' LOW GALLONAGE P 1800-10T-LA 52 10' LOW ONE THIRD R 1800-10Q-LA .39 10' LOW QUARTER 5 1800-S44-FLT '113 8' FLAT HALF T 1800-10H-LA .19 10' LOW HALF U 1800-8Q-FLT 39 8' FLAT QUARTER V 1800-8T-FLT .52 8' FLAT THREE QTR W 1800-10E-LA(F'C6-060 SCREEN) 5' - b GPM FULL BUBBLER X 1800-5C5T-5 50 5' STRIP BUBBLER Y 1800-101-1-LA(PC5-030 SCREEN) ,6' .3 GPM HALF BUBBLER Z IWO-15VAN VARIES 15' ADJUSTABLE (MEAD SPADING NOTE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF THE HEADS. THE CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS HEADS THAN SHOWN ON THE PLAN. ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR OWNER, SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN THESE AREAS. 48 HOURS BEFORE DIGGING - CALL Tql FREE 1 800-432-4770 SUNSHINE STATE ONE CALL CENTER GALV. 90 GALV. NIPPLE �) GALV. UNION 0 12 GROUND u- LEVEL 7 GALV.90 DOUBLE CHECK VALVE BACKFLOW PREVENTER 18" GALVANIZED PIPE ADAPT TO CLASS 200 PVC TO METER 5AG<FL-OW F>RE VENTS R 1rRT-FOR ,. CONTINUATION T HUNTER MINI-CLIK-C MAL 6 TO 01MY OG �e cON7RCl'LER 6" OR PAST END EXTEND PAST END OF EVE OF BLDG. ELECTRICAL CONDUIT HARD WIRE TO A JUCTfON BOX. 1/2" TEE (LEAVE BOTTOM OPEN ',.. PVC CONDUIT TO THE START OF THE ' (UaLL Cr MAINLINE. PLACE WIRES DINU UNDER MAINLINE. WIRE AS PER LOCAL CODE CONTROLLER DETAIL ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX FINISH GRADE KING "O E STEP" 6" MIN. CONNECTORS EXPANSION SURGE CABLE 45 VALVE 45 lid... •LC`.:ti.�f.= `.a _ 6" GRAVEL TEE TO LATERAL LINE BASE MAINLINE PLACE CONTROL WIRES UNDER MAIN ELECTRICAL VALVE SIDEWALK, CURB SPRINKLER NOZZLE ETC, 6" SEE CHART FINISH GRADE BODY ASSEMBLY FLEX PIPE USE USE 1/2" ON SPRAY HEADS PVC STREET ELL 3/4' ON ROTOR MIN. IS" LENGTH PVC TEE SXSXS OR ELBOW LATERAL LINE I4E,4D DETAIL_ WALL OR STRUCTURE 12" INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL � 4" PAINT A COLOR CHOSEN BY THE L.A. PVC SCH. 40 RISER ULTRA -VIOLET PROTECTIVE PVC CLAMPS MULCP STEEL ANGLE PVC TEE OR ELBOW /COORDINATE PLACEMENT WITH THE LANDSCAPE PLAN. INSTALL IN51DE HEDGE ROW. 5PRUE3 R15EIR DETAIL. nor a�g ge tie Project No:02-335 Approv.By: RLB BC/LW5 Drawn By: RON Date: 1/12/02 Checked By: RES Scale: NOTED I IRIS I G,4i I ON I L- ,4N 'p 5 of 20 ,l 6 t xj GENERAL. DEMOLITION NOTE5: A. REMOVE AND PROPERLY DISPOSE OF ALL TRAM ON THE ENTIRE PROPERTY, AS WELL AS ALL TRA$H/DEBRIS GENERATED DURING THE DEMOLITION I CONSTRUCTION PHASE$ OF THIS PROJECT. B. WHERE DEMOLITION REVEALS CONSTRUCTION WHICH VARIES SIGNIFICANTLY FROM THE DRAWINGS, THE CONTRACTOR SHALL ADVISE THE OINER I ARCHITECT BEFORE PROCEEDING WITH FIELD MODIFICATIONS, C. SPECIFIC NUMBERED DEMOLITION NOTES ADDRESS THE MAJOR ITEMS IDENTIFIED FOR DEMOLITION. THERE MAY BE OTHER MINOR ITEMS NOT NOTED HEREIN WHICH WILL REQUIRE DEMOLITION/REMOVAL TO COMPLETE THE PROJECT AT NO ADDITIONAL COST TO THE OUNER6, D. WHERE REMOVAL OF EXISTING BUILDING COMPONENTS REVEALS OR DAMAGES ADJACENT MATERIALS I RENDERS THEM UN$ERVICABLE OR UNFIT FOR NEW FINISHES, SUCH DAMAGED COMPONENTS 6HALL BE PATCHED/REPAIRED AS REQUIRED TO ACCEPT NEW FINISHES, E. THIS PROJECT IS BEING CONSTRUCTED IN ASSOCIATION WITH A TENANT BUILD -OUT PROJECT IN THE SAME BUILDING TO BE OCCUPIED BY THE U.S. POSTAL SERVICE. CONTRACTOR SHALL COORDINATE WITH U6P5 CONTRACTOR AT AREAS OF INTERFACE BETWEEN THE TWO PROJECTS, SPECIFIC 51TE DEMOLITION NOT'E5 NOTE: SEE BUILDING ELEVATIONS FOR ADDITIONAL. DEMOLITION INFORMATION REMOVE EXISTING CONC. WALKWAY AND RE -GRADE AND COMPACT IN PREPARATION FOR NEW WALK AND HANDICAPPED ACCESS RAMP. CONDITION OF EXISTING COLUMN I FOOTINGS IS UNKNOWN. PROVIDE NEW OR ALTER EXISTING FOOTING AS REQUIRED TO MAINTAIN EQUIVALENT BEARING AREA. PROVIDE TEMPORARY COLUMN AND SHORING AS REQUIRED. COORDINATE GRADING WITH USPS CONTRACTOR. SAWCUT AND REMOVE EXISTING CONC, DRIVE AND SIDEWALK AS INDICATED. 2 PROVIDE NEW CURB AND SIDEWALK TO WITHIN 5' OF BUILDING WALL - SEE SITE PLAN. PROVIDE V DEEP NEW TOPSOIL AT AREA TO BE LANDSCAPED. (NON -PAVED AREA) \_'_/\ EXISTING CONC. PAVING TO REMAIN UNDER EXISTING TRANSFORMER ALLOW 12" MIN. MARGIN �/\ AROUND BASE OF EXISTING TRANSFORMER dO-- REMOVE EXISTING PIPE BOLLARD AND FOUNDATION REMOVE EXISTING WALLS, SLAB AND ROOF OVER EXISTING STORAGE ROOM. CLEAN AND (5 X PATCH MAIN BUILDING WALL AS REQUIRED FOR NEW PAINT FINISH, PROVIDE NEW 5" GONG. \ SLAB W/ 6x6 WIA x WIA WWF FLUSH W/ EXISTING PAVING I SLOPED TO DRAIN AWAY FROM BUILDING REMOVE EXISTING SIDEWALK AND CURB AS REQUIRED FOR PLACEMENT OF NEW v\ RAMP, CURB AND SIDEWALK. PATCH BASE COURSE I ASPHALT PAYING THROUGHOUT THE ASPHALT PAVED AREAS, PREPARE AS REQUIRED v\ FOR NEW 6EALCOAT AND STRIPING. OVERLAY AREAS OF DETERIORATED ASPHALT AS REQUIRED, QS — REMOVE PORTION OF EXIST1W3 METAL ROOF - BEE PLANS AND ELEVATIONS FOR ADDITIONAL INFOF;MA,TICN SAWCUT AND REMOVE EXISTING CONC WALK AS REQUIRED FOR PLACEMENT OF NEW COLUMN FOOTINGS. 9 PROVIDE NEW CONCRETE WALK AND TURNED DOWN EDGE TO MATCH EXISTING ADJACENT SLAB. COORDINATE WITH STRUCTURAL DRAWINGS REMOVE EXISTING PAVING AND BASE A$ REQUIRED FOR NEW CONS RJCTION - PATCH REMAINING PAVING TO 10 MATCH ADJACENT PAVING. PROVIDE 16" DEEP TOPSOIL AT ALL NON -PAVED AREAS TO BE LANDSCAPED. II REMOVE EXISTING PAVING AS REQUIRED FOR NEW LIGHT STANDARDS - PATCH REMAINING PAVING BACK TO MATCH ADJACENT PAYING. 12 REMOVE EXISTING LIGHT STANDARD AND CONCRETE BASE PAD, PATCH BACK ASPHALT BASE AND PAVING TO MATCH ADJACENT PAVING. 13 REMOVE EXISTING ASPHALT RAMP AND PATCH WITH NEW ASPHALT PAVING TO MATCH ADJACENT PAVING. I4 REMOVE EXISTING SIDEWALK, RAMP AND PARKING LOT PAVING AND REGRADE AS REQUIRED FOR NEW SIDEWALK - BEE 61TE PLAN - NEW LAN06CAPE TO BE PROVIDED BY OTHERS 15 REMOVE EXISTING PAVING AND BASE. PREPARE AREA FOR NEW SIDEWALK PROVIDE 15" TOPSOIL BETWEEN NEW SIDEWALK AND STREET - SEE SITE PLAN. W16REMOVE EXISTING SIDEWALK, CURB AND •BIKE AND PREPARE AREA FOR NEW DRIVE CONSTRUCTION - SEE SITE PLAN. I't REMOVE EXISTING SIGNPOST, FOUNDATION AND ELECTRICAL SERVICE TO SIGN. IS REMOVE EXISTING PAVING AND RAMP AND REGRADE FOR NEW RAMP - SEE SITE PLAN. 19 REMOVE EXISTING ASBESTOS CONTAINING TRANBITE PANELS ABOVE STOREFRONT - SEE SPECIFICATIONS FOR ASBESTOS CONTAINING MATERIAL (ACM) REMOVAL. 0 REMOVE EXISTING ASBESTOS CONTAINING FLOOR TILE (2 LAYERS) - SEE SPECIFICATIONS FOR ASBESTOS CONTAINING MATERIAL (ACM) REMOVAL. 21WREMOVE EXISTING ASBESTOS CONTAINING FLOOR TILE - SEE SPECIFICATIONS FOR ASBEST06 CONTAINING MATERIAL (ACM) REMOVAL. 21 REMOVE EXISTING DUCTS AND ASBESTOS CONTAINING DUCT MASTIC FROM ENTIRE SPACE - SEE SPECIFICATIONS FOR ASBESTOS CONTAINING MATERIAL (ACM) REMOVAL. ?3 REMOVE EXISTING PALM TREE I PATCH ASPHALT PAVING AS REQUIRED. REMOVE EXISTING CONC. PAVING AS INDICATED. EXISTING SIDEWALK TO REMAIN AT SAME WIDTH A$ REMAINDER OF SIDEWALK ALONG 16T STREET, REMOVE ALL EXISTING WHEEL STOPS AND PATCH PAVEMENT AS REQUIRED. t�6 - EXTEND EXISTING RAIN LEADER DOIN TO GRADE. 21 COORDINATE REMOVAL OF EXISTING GAS METER WITH GAS COMPANY, CAP EXISTING PIPING BELOW GRADE AND REMOVE FROM WITHIN BUILDING. 0 I. / / I / / / / -- ..,�„ NORTH 51TE DEMOLITION I`'L BCALE: 1/16" =I' -ID" 0 Z_ ...Z -..- � � - �= o _0 23LLI o :E \ 15 \v Qo � -- E N / / I / / // In / / / I / \\\ 12 r— / r— // I I 1\ 12IO ,, \ `' / / \ / \ 25 \ \ — J / \ I � < > \\\ < \ \ \ \ (--------------1 \ IS L— —-------- \ �}-- -� 13 i S 141 % i l ii J 5 \ / G THRIFT STORE . ± 15500 SOFT. \ / o c \ / U \ / 4 / \ // 17 / \ o / 1 / \ // // \ U \ / \ U \ 4 ❑ ARCHITECT'S / PLANNERS 6744 Canton Cove Suite 100 Pinter Springs, FL 32708-6079 Ph: 407.696.7799 Fax: 407.698.8634 Project No:02-335 Approv.By: RLB Drawn By: RON Date: 1/12/02 Checked By: RL5 Scale: NOTE] 51TE 4 E3UILDING DEMOLITION PLAN '�'O sv' eti 6 of 20 6 J 6 :q V V WG B °N • V-41 < T'G +` .93 4" GONC RAMP • EXTYa �•4 � NEW WC 6UF45 RAMP - 4" THK C.", W/ W12 x WL2 W.I•F - PRO1/ID I1W DEEP x V ' U,IDE 8AU1GUT5 + 2' O,C. ERTIRE RAMP PARTIAL SITE PLAN ALI SCALE: P • 10'-0" 4' GON . BLAB 0 AAUL F OVER PAC BABE F�118H FL WITH ADJAC NT T PA T. FT 9 . L--.I: A -e- d _2� PARTIAL 51TE PLAN, SGALE: I" 4' CCNC BLAB W/ WIA x WIA WU.F OVER COtIPACTED BASE ID231' SEE OVERALL PLAN ADDITIONAL, DIM ICNB SCALE: I" . 10'-0" 9 STRIPING 4 24' OTC. VE IN J NN�y CURB - PROFILE TO MQtCH EXISTING CURB NEW VALLEY CURB - MATCH PROFILE OF EKISTMG CURB LESS RAISED BACK ' 'B' :I1EAW'PUT`l •GONG I�I�IIJGJG $EE.,DETAIL. g1&2'. TYP. CURB TRANSITION 1 SEE DETAIL 2/AL2 Exr'G BIDEWAL,K EXT'G 81DEVJALK : ' NEWp ,•. ,,• FLU5H UPH EAI`G 24' WIDE THERMOPLASTIC BEE OVERALL PLAN FOR STOP BAR DIMENSIONS 1 'DO NOT ENTER' 2' 12 _ I I 8&4 TYPE K SGALE: P is 5TANDARE) CUF15 (TYP) 5E'E DETAIL I/AI.2 '. SIDEWALK BY ` USF'S CGNTRACTOR • C,J: IAT`Sl E CJ:,: CGt4C. WALK - SEE DETAIL 81Al2 ,�-C4..' 1�6U2' EXT'G TRA46FOF41ER C.J• CN EXf'G CCNC SLAB PARTIAL 51TE PLAN SCALE: I" -- a� NOICATES Q, w 0 1 Tr i- 2 AIs = Q 0 r FACE OF, BRIGK'�f 1 NEW CURB TO MATCH— EXT'G CURB 2 Al2 I EAST 16T STREET ------ (� ' """'" "' , „""""' "� t131'-9" ARCHITECTS / PLANNERS 6 C . +121'-11" 25 -0 5744 Canton ove Suite 100 8'-1" 5' " 2 5' $ -1" NEW GONG, CURBS 161DEWALK Winter Sprin : FL 32708- 799 NEW CONC. CURB$ 4 $IDEWALK TO MATCH EXT'G EXT'G BUS STOP EXT'G BETIGH I Pa: 407.698.7799 TO MATCH EXT'G 4� Fax: 407.898.8834 EXT'G FIRE ti. .,. , :.:,.:.r. ., , ,•' \ HYDRANT NEW SIGN BY U" CONTRACTOR ;�'•;;t;:,.,.:,�.�:,rf:; ": �.,.:.. r,:',,•' PROP. • '< .4 Y tVl w rr,'i.�`�'.V,",. ,, �,j:�ti d;i i' :(}•: i..`,ti LINE M .-........�... ...._.r.r—.. " •�% "DO NOT ENT " fZg 2 \ r7 SIGN TYPE K, , Cvpft S, 3(2'-3 1/2" — ,' , EXT'G 51GN •�,, oST ARC) CURB (TYP) COMP CT FLUSH RB - CAR � 5EE DE AIL 3/AI2 K'T ' IL T 5EE DETAIL I/AI2O EXTERIOR 0 lA\ / O y� 4 PROVIDE NEW SEALCOA I STRIPING S 1 FIRST STREET ` FOR ALL ASPHALT PAYI 4 DRIVE AREAS m STANDARD CURB 4 FO1 5EE DETAIL I w co W. G. Lassiter, Jr. 505 S. Flagter Drive TYP. WHEEL STOP Suite 1010 U 5EE DETAIL 4/AI2 (West Palm Beach, Florida 38' O" ?4'-OII 36 Oil24,_ „ 38' O" 24'-0" Ig' 0" �� Is o� STm o 3ANDARD CURB (TYP) 6EE DETAIL I/AI-2 ei Als � r 24" WIDE TOTAL PARKING SPACES = 123 (INCL. 4 H/C) THERM05KAVIC STOP BAR $T� TIDARD CURB (TYP) Ln PAINT EXPOSED SIDEALK EDGE 4 u' C E E OF p ,c� 5Eg DETAIL I/AI2 3 I 6" HORIZONTAL AT TOP SAFETY YELL N r E G DRIVE All AU 1 At? d 2 115TOF $ e g' = 2'-0" © I 13 5 0 9' 111'-O" e 51GN YFE A 10b I 6 - LL 61 � _ - cv � � �v @ 0 1 STRII O.G. 1:12 MAX 4 L AU 6a ° C3 - to V FAMILY DOLLAR THRIFT STORE Q Q' NEW RETAIL 11200 50FT. f15500 6G2.FT. D L j Q5T OFFICE 6236 50,FT• O (INTERIOR BUILD '1 BY OTNERS) TYP. EEL 5T0 G �+- ° 5 DETAIL 4/AI ,'• ' a4 , r: r ' ;•: 25' BUILDING '~$ET BACK LINE ,r 1 •, , i, I ° ° O I e o 25' BUILDING 0 �e BET BACK LINE L--_ 0 IDS 201-11 VERIFY , _—' ' '"---'-•. ❑ O NEW CONC PAVING FLUSH _ Project No:02-335 Approv,By: R1-B W/ EXISTING PAYING } --- -_ O _ 1 Drawn By: RON Date: 1/12/02 P I © Checked By: RLB Scale: NOTE a 2 All - OVEIRRALL PLAN - ..,,...•�a. -�° 51TE LAN -- --� :� o��mom I'�O I � BGALE: 1" ■ 20'-0" 1 MM l of 20 s J bxb U12.9a.9 WWF 2 - 05 GONT, IX U 3000pa1 CONCRETE d d ----�. 4 6 COMPACTED SUBBASE TO `5 q% / MAX DENSITY PER AASHTO T-IW PEAVY CONCRETE PAVEMENT Al2 NOT TO SCALE 2 1-011 EDGE OF PARKING LOT'311 I - 104 REBAR CONT. CAR BUMPER SHALL NOT OVERHANG EDGE OF 6'-0" LONG PRECAST PARKING LOT CONC WHEEL5T0P - PAINT SAFETY YELLOUJ ASPHALT PAVING e 4 2-04 REBAR THRU WHEELBTOP t PAVEMENT MIN. IS" LONG PRECAST CONCRETE WNEEL5TOP �.2 SCALE: 1 1/2" s I'-0" CURB FLUSH PVMT BASE COMP SUBB) FLUSH OR EXISTING CURB 3 FLU_5N CURB AI.2 SCALE: 1 1/2" s I'-0" 7I_eA" 2 CURES TRAN5ITION AI,2 SCALE: 1 1/2" If I'-0" EXPANSION JOINT EXISTING OR NEW , R. v a PAVEMENT 5TANDARD CURB AI2 SCALE: 1 1/2" , V-01" 1-1/2" ASPHALT WEARING SURFACE 6" GRADED AGGREGATE � \—TO 24" COMPACTED SUBGRADE BASE COURSE COMPACTED MODIFIED PROCTOR TO MODIFIED DENSITYDENSITY OF Ov. OF I o (A5TM D-1551) (ASTM D-1551) �� PARKING LOT ASPHALT PAVEMENT NOT TO SCALE 44 MIN, roll MAX. PAVEMENT STRIPING, TYP. TRAFFIC ARROW, TYP. NOTE+ I, USE NON -REFLECTIVE WHITE PAINT, TYP, 5UT USE YELLOW PAINT ON CONCRETE OR OTHER SURFACES WHERE WHITE PAINT DOES NOT PROVIDE SUFFICIENT CONTRAST. 7 PAVEMENT MARKING A1.2 SCALE: 1/2" - 1'-0" < 2 5' • C d• '' G '• C11 • .qO, V .Q 4 d. '.G •4. '•d d y' B. d d .. ,Q,. Q .• a•, C 8 O .. .4 O ° a d d 4• a C G E C C C E C C C E G (E s EXPANSION JOINT C = CONTRACTION JOINT) PLAN NOTE, CONCRETE SHALL BE 30M P.S.I. MINIMUM 4— ..G . d d .0d d 5ECTION A -A 1/2" d a q' d d v°a° ° q e d a a d 1.4 •q d % C A C q C 4 CONTRACTION JOINT (C,J.) 1/2" PRE FORMED EXPANSION JOINT MATERIAL EXPAN51ON JOINT (E.JJ (.;C)NC:�t I t '-jI[,)tWALtf , NOT TO SCALE I I SIGN PANEL AND CHANNEL HEIGHT VARY 4• L— —J- 2" GALV. STL. CHANNEL, TYP. . II STEEL TROWEL FINISH ( I FINISH GRADE OR PAVEMENT I I ( S" DIA. MIN. CONC. FOOTING I'•:J::I (.'`. t I. BOTTOM OF FOOTING TO BE I'-0" BELOW FROST LINE, EXISTING UNDISTURBED GRADE, OR COMPACTED FINISHED GRADE, WHICHEVER IS GREATER CONCRETE 51DEWAL.K NOT TO SCALE 8'-6 gk 8'-6" WHITE v BLUE 7-6 WHITE -HANDICAPPED PARKING ONLY 60" 6' 0" 6' 0 4k 6' 0" RED BLACK BLACK SIGN TYPE M „ „ WHITE 181)x 18" 4-0 4-0 18 x12 ONE WAY RIGHT-— BLACK TURN WHITE SIGN TYPE L 36"x12" 0iGN -1 1 F C E 24"x24" 24"x18" 6, _ 0,, SIGN TYPE 1 24"x30" WHITE BLACK --------------------- H ITE ---, WHITE SIGN TYPE J SIGN TYPE A 36 "x36"x36" 30"x30" 30"x 18" SIGN TYPE K 30"x30" NOTE: 1. FABRICATE ALL SIGN PANELS OF 16 ga. ALUM, 2. POST MOUNT: USE NON —CORROSIVE 3/8" MACHINE BOLTS W/ WASHERS, 2 PER SIGN, 3, WALL MOUNT: USE NON —CORROSIVE 3/8" LAG BOLTS W/ LEAD EXPANSION SHIELDS, 4 PER SIGN. CONCRETE 51DEWAL.K NOT TO SCALE A Mq 11111�111i� I 111111q� *I 0X,eg �o eSa� Gel' �O� ��9 ge �e �a 'KatV. Project No:02-335 Approv.By: RLB Drawn By: RON Date:1/12/02 Checked By: RLE3 Scale: NOTED 51TE DETAIL5 o. e'- �re Aloe= 8 of 20 6 U a I 1 LA A5.2 I ' NEW U6n LEASE SPACE INTERIOR BUILD -OUT BY OTHERS o FT t 0 Y. El '7. Q o \! FM a p— A5,1 t TYP EXISTING TENANT TO REMAIN 2 A5,2 51M a a o A5•I TYP 0 0 EXISTING TENANT TO REMAIN 0 0 0 0 1,,Lk4 A5. r2 A5.1 51M 5ULDINGFLAN 6r,ALEs I" = I0'-V w AM r NC RTC �, ' o�eg sad � Gene 1 • OQ gea • Project No: 02-335 Approv.By: RLB Drawn By: RON Date: 1/12/02 Checked By: RLB Scale: NOTED BUILDING FLAN eti 9 of 20 6 d 6 6 6 NORTH4$ P,4RTIA — fREFLECTED CE IL INCH FLM SrALEr 3/32" - V-0" NORTH4$ 001= PL.,4N 6CALEr 3/32" - V-0" 14 �o tad re �e Project No:02-335 Approv.By: RLB Drawn By: RON Date: 1/12/02 Checked By: RLB Scale: NOTED PARTIAL REFLECTED CEILINC3 FLAN 4 Boob FLAN .00 �o. ma A3ml e� 5re 1Oof 20 s b REMOVE EXT'G METAL ROOF AS REQ'D REMOVE EXISTING GALY. STEEL COPING FOR NEW TOWER WALLS REMOVE EXT'G METAL ROOF AS REQ'D FOR NEW TO ER WALLS I I I I .1. 1.-1 .r r. _'F r.'I -V I.-i -1_ flilf'lflii.flLLI1 44�41 1 1 1 1 l lUL_I_%I�I_I__�_i Ifl1IIlillliii EXISTING T L VATION OWN SCALE 3/32" = I'-0" f r REMOVE PARTION OF EXT'G PARAPET WALL -1 I I 1 REMOVE EXT'G METAL ROCS AS RE(2'D FOR NEW TOIJ)ER WALLS �► r _� EXISTING EAST ELEVATION $CAL 3/32" = 1'-0M I 2 . Y.A5,2 $IM 4'-106" '-101/21 N NEW PARAPET COPI VERTICAL TRIM - TYP 4 PLACES AND MOLDING - EIFS SEE DETAIL 6/A6.1 FINISH COLOR P-5 STUCCO W/EIFS FINISH ACCENT TRIM BANDS - SEE EXISTING STUCCO COLOR P-1 DETAIL 10/A6.1 - COLOR P-3 PAINT P-1 I A5.1 A5.1 TYP " EXISTING TENANT — EXISTING STOREFRONT A6.1 A6.1 5 4 NEW PARARPET EXTENSION$ I EXISTING STUCCO FASCIA W/EIFS FINISH COLOR P-2 1 NEW SIGN LAG TION TENANT ( STUCCO CONTROL JOINT EXISTING STUCCO CONTROL JOINT LFOR EXISTING TENANT _ — — I J SEE DETAIL 3/A6.1 STUCCO SEE DETAIL 3/A6.1 -COLOR P-2--- (-CMU N COLOR P-2—= 1 PAINT P-1 4 SEE NORTH ELEVATION FOR TYPICAL MATERIALS I COLORS PAINT ENTIRE E ' I TING ELEVATION F-I 3 EAST ELEVATION 1A $CALF 3/32" = I'-0" A5.1 A. IT.111111 1 �I KIt I. 1i NEW OPENINGS BY U$P$ CONTRACTOR (TYP T1415 SIDE ONLY) C f I I i �• I L_____ J L.__.__ i L--- L —I— L — — — —I— —� ---— — — — — — - — — — — — ---- EXISTING WEST ELEVATION NOW SCALE 3/32" = I'-0" A6.1 A6.1 2 I NEW SIGN LOCATION FOR EXI ING TENANT F 222 COLUMN COLOR P- NEW EXISTING TENANT EXISTING STOREFRONT ULJ I H ELLVATION UNION SCALE 3/32" • 1'-0" 3 A5.1 STUCCO WITH EIFS FINISH I PAINTING BY THIS CONTRACTOR U$P$ STANDARD $IGNAGE BY LISP$ CONTRACTOR - NORTH I WEST WALL$ i A5.1 TYP NOTES: I. THIS PROJECT IS RELATED TO A TENANT BUILDOUT PROJECT BEING ACCOMPLISHED BY THE UNITED STATES POSTAL SERVICE (U$P$). PORTIONS OF THE WRK TO BE CONSTRUCTED BY THE U$P$ CCNTRACTOR HAVE BEEN NOTED. ALL WORK NOT NOTED A$ BY LISPS CONTRACTOR IS PART OF THIS PROJECT, 2, CONTRACTOR SHALL CO-OPERATE WITH ANp COORDINATE INTERFACE AREAS OF THE WORK WITH THE LISP$ CONTRACTOR TO THE GREATEST EXTENT POSSIBLE. 3. PAINT COLORS P-1 T14Z P-5 TO BE DETERMINED 2 y I A5.2 A5.2 d'-10 1/2" e 8'-6" 4'-101/2° N STUCCO W/EIF$ FINISH EXISTING COLOR P-I STUCCO ACCENT TRIM 15DS - SEE PAINT P-I DETAIL 10/A6.1 - OLOR P-3 MINING BY U$P$ CONTRACTOR COLUMN BASE /—HEIGHT (TYP) dJLA_"_ OP OF SLAB IA NEW USP$ LEASE SPACE.: A5.1 NEW STOREFRONT BY U$1*6 CONTRACTOR TA R P4 P-1 P-I SOFFIT 7<P-3 TRIM BAND$ P-i P-3 TRIM BAND TYP COLUMN COLORS SCALE 3/16" = I'-0" STUCCO FINISH I PAINTING BY USP$ CONTRACTOR SEE NORTH ELEVATION FOR ,,---TYPICAL MATERIALS I COLORS I 616NAGE BY USPS NEW PARAPET CONTRACTOR BY U$PS CONTRACTOR NEW $TUC CO FINISH :. BY U$P$ ONTRACT W FABRI I KING$ Y U$PS C TRACTOR I . NE $ O F STUCCO ONTOL I y �. G JOINT (TY ) I ' SEE DET IL1/A9b BY USPS ONTRAC R IA NOTE: NEW LOADING DOCK WALL AND STUCCO FINISH A5.1 WEST ELEVATION ON EXISTING WEST WALL ARE BY U$PS CONTRACTOR. SCALE 3/32" = I'-0" �O etas cer for a�g 4e atie 9 Project No:02-335 Approv.By: RL.E3 Drawn By: RON Date:?/12/Sr02 Checked By: R1-B Scale: NOTED ELEVATIONS �o. e- 5re AN A at ml, 11 of 20 4 6 V 4 T-8" OVERALL BASE 5/81,. PLYWD 2 -2 " BLOCKING I' -II 1/4" - 3-5/8" STUD FRAMING3 0 III PLYWOOD $HEATHING C L3/4" STUCCO ON LATH EXT'G COLUMN ►'-S" I'_0�� PLAN 5ECTION EXISTING BEAM STUD F INS I I, KERFED PLYWOOD SHEATHING AT CURVE II I I iA II FOAM MOLDING FORM - GLUE I I I I 4 SCREW TO PLYWOOD I I I ( L.,I I In I I 1 2'-2" I I I/2" 3/4" STUCCO ON SELF FURRING I I I I LATH OVER 15' FELT i t i t 3-5/8"TL STUD FRAMING I I 16" O.C. MAX. -II 1/4 } 5/6" PLYWOOD SHEATHING w I EXISTING STEEL COLUMN I I I I/2"� I I .2'-2" 1 1 l7-, 1 1/1" CONT. BLOCKING IVA I I ( I COLUMN BASE HEIGHT FRAMING FROM 2x4 STUDS I I I I I I{ 5EE ELEVATIONS a 16" O.C. MAX. I I I I I I PT 2x PLATE Wlln ll o ANCHOR BOLT EACH ENDi t NOE? BLDG SLAB (REF) la WA L L C T I ON SCALE: 3/4"=1'- 01 ' 2'-0" OVERALL BASE 0 I -a 3-5/8" STUD FRAMING 5/6" PLYWOOD SHEATHING N STUCCO ON LATH PLAN 5ECTION EXISTING BEAM 3-5/6" MTL % STUD FRAMING NEW CAP FLA$HWS BEYOND NEW MOLDING BEYOND �-----PREFINISHED ALUI'" -A - ''' "c"`•" CONT. 2x- PT BLS: �— STUD TRACK s 8' / PT Ix3 CGr1T, TYP. 3/4" STUCCO ON $ �! LATH OVER 150 FEI FOAM MOLDING - 1 tHRU STUCCO INTC ALUM. FLASHING 4 ROOF MEMBRANE //3" RIGID INSULATI( \•— I In' METAL DECK _ 6" 18 GAUGE MET/ a 16" O.C. - UNIMA 6' 20 GAUGE ME I I I FOAM MOLDING FC I 4 SCREW TO PLYW I I 3/4" STUCCO CN S LATH OVER 15' FEI I I 5/8" PLYWOOD SH I I I I I I STUD BRACING STRUCTURAL DWG; 1 I CHANNEL BRACING I STRUCTURAL DUKE I I I I I I I EXISTING 14TAL ROOF I I I I EXISTING METAL ROOF PANEL ON E; PLYWOOD - ALTER AS REQUIRED A f I NEW METAL FLASHING - TO MATCH METAL ROOFING MATERIAL 4 COLOR I I I EXISTINS 2x10 ROOF JOIST$ - RELO JOIST ADJACENT TO NE WALL I I I I I I I I I I —J STUCCO ON \ H OVER 15# FE M MOLDING F, :REW TO PLYt PLYWOOD 81 V MTL STUD° KEFfED PLYWOOD SHEATHING AT CURVE FOAM MOLDING FORM - GLUE 4 SCREW TO PLYWOOD I II II 11/2 3/4" STUCCO ON SELF FURRING A I ( l l I I I LATH OVER 15° FELT 3-5/6" MTL STUD FRAMING 4i I I I II I I w 4" CONC. SLAB 16" O.C. MAX. 1'-3 1/4' oC w Ed6x6 (F'C - 30M PSI) 5/8" PLYWOOD SHEATHING W1.4 x WIA M COMPACTED GR_4 EXISTING STEEL COLUMN I I 11/2" CONT, BLOCKING I I I I COLUMN BASE HEIGHT FRAMING FROM 2x4 STUDS SEE ELEVATION$ 16" O.C. MAX I I I ► F•- } I �, w PT 2x PLATE W/I/2"o I I I I ANCHOR BOLT EACH END ( I (I ( !i} P BLDG SLAB (REF) T-T`F, COL,�N 5ECTION— N 2 WALL SECTIO------ SCALE: 3/4"=I'-0" AR"J.) SCALE:3/4"�i'-�D" f WALL SECTION ,GALE: 3/4" = I' -0'' PREFINISHED ALUM. CAP FLASHING CONT. 2x4 PT BLOCKING 3/4" STUCCO ON SELF FURRING " T „ �— 5 8PLYWOOD SHEAH NG 23 -l0 'y TO 'OF WALL I FOAM MOLDING -GLUE AND SCREW in THRU STUCCO INTO PLYWOOD ALUM. FLASHING 4 RETAINER I I I I oG1= MFM5;PANE I 3" RIGID INSULATION SLOPE DOWN 1/4" PER FT. 2r- I ITK ! II !I 'I I I I I 11 I 11 I' iI I ii'i TOP OF JOIST ---- ------------ --- — —_-- ______---_—— — 1 1/2" METAL DECKING - - _ r I I 6" IS G - T� I = SEE STRUCTURAL — I 6" _M 6" O.C. I — -! � STRUCTURAL DWSS. !� l u — !— --------- - — — — ---------- -------- — FOAM MOLDING FORM (_GLUE — — — — — — — — — — — — — — — — — — - ----------------- -- �— 3/4" STUCCO ON SELF FURRING LATH OVER 15' FELT — 5/8" PLYWOOD SHEATHING I I STUD BRACING - SEE STRUCTURAL DWGS. CHANNEL BRAC - 6EF1 "+ I I STRUCTURAL S// I I ,1 I I REMOVE EXT'G METAL ROOF 1 4 WOOD JOISTS _Q CUT BACK EXT'G METAL DECK 4 ! r OLD ROOF TO FLUSH WITH ! , EXT'G STEEL BEAM ! j 3/4" STUCCO ON SELF FURRING LATH OVER 15' FELT 1_ _- _ . I I I I I I I ALUMINUM SOFFIT I I— I I FOAM I GLUE `4 L 4 SCREW TOPLYWOOD 5/6" PLYWOOD SHEATHING .� 3-5/8" MTL STUD$ a I6" O.C. II Jll _ TOP BLDG SLAB (REF) - 0 WEST END cjk — I TOP BLDG SLAB is EAST END II 3 (REF) I II/2" C -0'-6" (VARIES) SEE ELEVATIONS C w j EXISTING CONC, SLAB—\ WALL SEC SCALE: 3/4" =1'-O" 2-PT 24 BOLTED TO THRU-BOLTED TO DECK e 24" O.G. 4"x4" ALUM, GUTTER 3" o DOUASPOUT AT EACH END - STRAP TO WALL TOP 4 BOTTOM 2-LAYER 5/8" PLYWOOD NO E W S Aa NO F 0"' R D ROOF ROOFING MOPPED 4 NAILED TO PLYWOOD CONC, SPLASHBLOCK EXISTING ROOFEXTERIOR UPGRADE — — EAST FIRST STREET NEW T STRIP 4 FLASHING BACK TO EXT'G ROOF SANFORD, FL 32771. y FILL AP A$ REQUIRED W/ FO./R3 1 60LIC PT 2x BLOCKING W. G. Lassiter, Jr. 505 S. Flegler drive Suiie 1®i0 ZEX151TNS ROOF STRUCTURE West Palm Beech, Florida REMOVE EXISTING ANGLE FRAME AS REQUIRED AND RE -ATTACH REMA ING FRAME TO NEW CHANNEL OR ANGLE peg �o ON ell GeS' EXISTING INSULATION $TINS ACOUSTIC TILE CEILING EXISTING GYP, BD. ON 2x4 STUDS (FLAT) s 24" O.C. 14 ALUM. STOREFRONT WINDOWS EXISTING BASE IN. FLOORING AS SCHEDULED — EXT'G C 'NC SLAB =Rl=ril=fTl EXISTING FOOTING AND ITEM WALL - (ASSUMED COt,#`IGUFZATIGN) TION ge t� 9 Project No:02-335 Approv.By: RLD Drawn By: RON Date:?/12/02 Checked By: RLB Scale: NOTED W4L L SECTIONS AM AU A mwl- oft 12 of 20 � e i 3 --PREFINISHED ALUM, CAP FLASHING CONT. 2x4 PT BLOCKING 3/4" STUCCO ON SELF FURRING LAIN OVER 15' FELT ON 231- 5/6" PLYWOOD SHEATHING T OF WALL I I FOAM MOLDING - GLUE AND SCREW THRU STUCCO INTO PLYWOOD l ALUM. FLASHING 4 RETAINER I I BRAlE I I 1 I 3" RIGID INSULATION roPOl' ---_ ——_----------__ _ SLOPE DOM 1/4" PER FT, I V METAL DECKING 6" 18 GAUGE METAL JOISTS I6" O.G. - SEE STRUCTURAL III I I II I 6" MTL STUDS 0 16" O. III SEE STRUCTURAL 0 Ill I III I FOAM MO FORM -GLUE l'tl 4 Sr- TO PLYWOOD Ilf 13/4" STUCCO ON SELF FURRING Ill LATH OVER 15' FELT On — 5/6" PLYWOOD SHEATHING Ili 1 I i I Jill {— — — — — — — — — — — — — — — — — --------------- -- I?I I I I I STUD BRACING - SEE I STRUCTURAL [)MS. II �� A� CHANNEL BRACING - SEE ({ I I STRUCTURAL OWG6 i -- III I • � �� III i i PROYIDIff'END CLOSURE FOR EXISTING I I I I =METAL ROOF (BEYOND),ZO-MAl'CH l l EXISTING METAL_ROO5AND COLOR �� I ��I I STEEL BEAM - SEE STRUCTURAL DWSS. i I I u 'STUCCO ON SELF FURRING H OVER 15' FELT x I Y 5 ALUMINUM SOFFIT---- FOAM MOLDING FORM - GLUE C- - 4 SCREW TO PLYWOOD 5/6° PLYWOOD SHEATHING COORDINATE CEI�.ING/STOREFRONT 3-5/al" MTL STUDS 16" O.G. INTERFACE W1 USPS CONTRACTOR ALL WORK THIS AREA (I I BY U55 CONTRACTOR t� --w-- I NEW COL" BEYOND I I/1" II' 9� I oil I I } u! IIII } EXISTING ASPHALT PAYING PATCH AS REQUIRED AT NEW loll 1 1/2' WALKWAY EDGE BRICK SILL TO MATCH EXISTING COLUMN BASE HEIGHT SEE ELEVATIONS BRICK VENEER TO I I C _ MATCH EXISTING _ d 4" CONC. SLAB W/ GALY TIES a (F'C - 30M PSI) WITH I I 64 WIA x WIA WU,F OVER COMPACTED GRADE TY OP BLDG SLAB (REF) — �:' —17.. . w WEST END . ; • ' a,., • - > / / MATCH PROFILE OF ADJACENT SIDEWALK,SLAB BY LANDLORD'S SIDEWALK SL BY LISPS C TRA OF EXISTING TURNED DOWN EDGE CONTRACTOR WALL SECTION SCALE: I 2-PT 2x6 BOLTED TO THFW-BOLTED TO DECK 6 24" O.C. 4"x4" ALUM, GUTTER 2-LAYER 5/8" PLYWOOD 3" V DOWNSPOUT AT EACH END - STRAP TO WALL TOP 4 BOTTOM ROOF ROOFING MOPPED 4 NAILED TO PLYWOOD NEW CANT STRIP 4 FLASHING BACK TO EXT'G ROOF CONC.SPLASHBLOCK It fl 5/6" GYP. . ON 3-5/6" MTL ' STUDS w 16" O.C. R-II INSULA ION IN STUD SPACE EXISITNG METAL ROOM R-30 BATT INSULATION Jill Jill »—EXISTING OOF JOISTS ® 24" O.C. EXISTING B.U. ROOFING ACOUSTIC TILE CEILING EXISTING STEEL BEAM ALUMINUM SOFFIT EXISTING METAL DECK 5/8" GYP. BD, ON3-5/8" MTL STUDS a I6" oc. 3/4" STUCCO ON SELF FURRING I I I LATH OVER 15' FELT - I I FOAM MOLDING FORM - GLUE t SCREW TO PLYWOOD 5/8" PLYWOOD SHEATHING COORDINATE CEILING/STOREFRONT 1x4 FRAMING AT I6" O.G. MAX INTERFACE W1 USP6 CONTRACTOR ALL WORK TH15 AREA BY LISPS CONTRACTOR NEW ALUM. STOREFRONT WINDOWS ( EXISTING STEEL COLUMN tu EXISTING ASPHALT PAYING - .� CONT, FLASHING PAN UNDER SILL PATCH A$ REQUIRED AT NEW WNJATERTIGHT DAMS 9 EA. END 1 _ WALKWAY EDGE PT WOOD BLOCKING 4 SHIMS �AS REQUIRED T, BRICK $ILL TO MATCH EXISTING 5/8" GYP. BD ON 1/6" METAL M � _C_OL_UMN BASE HEIGHT FURRING e 16" O.C. SEE ELEVATIONS BRICK VENEER TO VINYL BASE I MATCH EXISTING <t 4" CONC. SLAB (F'C : VM PSI) W/ GALV TIES is FIN. FLOORING AS SCHEDULED u- j} WITH 6x6 WIA x WIA WIF Oc ' 3 EXT'G COC SLAB I I OVER COMPACTED GRADE SEE 8T TURAL o,.o" — _ Jul } w TOP B 6P BL-8 III SIDEWALK SLAB MATCH PROFILE OF ADJACENT BY LANDLORDS— SIDEWALK SL �- BY LISPS C 'rRA roR EXISTING TURNED DOUN EDGE CONTRACTOR EXISTING FOOTING AND STEM WALL - (ASSUMED CONFIGURATION) z WA""IIeECTION ,�rj•2 SCALE:3/4"=1'-o" 14 8 t21'-I" TOP EXT'G PARAPET NEW PREFINISHED ALUM. PARAPET COPING EX161M PARAPET WALL (FRAMING %01N IS ASSUMED) EXISTING ROLL ROOFING FLASHING EXISTING STUCCO FINISH EXISTING B.U. ROOF [—OVER GYPSUM DECK EXISTING STEEL BEAM EXISTING STEEL CHANNELS j 1 R-11INSULATION IN STUDSPACE 5/8' GYP. BO. ON 3.5/8I MTL STUDS 11I I6" O.C. EXT'G CONT. 2x4 BLOCKING e t24" O.C. I R-30 BATT INSULATION AA u ACOUSTIC TILE CEILING 5/8" GYP. BD. ON 3-5/8" MTL STUDS e 1(0" O.G. EXISTING STEEL BEAM f NEW ALUM. STOREFRONT WINDOWS CONT. FLASHING PAN UNDER SILL W/WATERTIGHT DAMS a EA. END j PT WOOD BLOCKING t SHIMS ] AS REQUIRED 5/8" GYP. BD ON 1/8" METAL FURRING e I6" O.C. VINYL BASE IN, FLOORING AS SCHEDULED 4" CONC. SLAB (F'C : 30M PSI) WITH 6x6 WIA x WIA U.U,F OVER COMPACTED GRADE - FLUSH WITH EXISTING SLAB AT WEST SIDE) b, a•' ---EXT'G C C SLAB —IF#�CINDATION WALL FOOTING (ASSUMED CONFIGURATI ) ii Rid � 7�Zj 1III, o AA EAST FIRST STREET W. FORi . Lassiter, Jr. 505 S. FlaglerDrive Suite 1010 est Palm Beach, lorlda �g O� eSON Q'z .ON eqi 9a Project No:02-335 Approv,By: RLB Drawn By: RON Date:1/12/02 Checked By: RLB Scale: NOTED 1.U,4LL 5ECTION5 s 6 PRE-FAB .050 ALUM COPING �^ W/ CLIPS EA. SIDE I I —P,T, Ix4 CONT EA. SIDE un ( I ( ( 3/4" STUCCO ON LATH FOAM MOLDING OVER - I ( 151 FELT ON SEE DETAIL 11A6,1 54' PLYWOOD $HEATING ALUM SPRING LOCK FLASHING LU 6" 20 GA GALV METAL STUD 4 RETAINER is 24 OC UNIMA$T 60G$40 } OR EQUIVALENT .050 ALUM. FLASHING W/ CONT ANGLE 6X4X3/8 LLH I I CONT CLIP P.T. 2x4 BOLTED TO STEEL TUBE * 2411 O.C. 3/4" STUCCO - I ON LATH W/ • EIFS FINISH I I I I /4""NTH ENE) (CAPS -SEAL WELD 0 5/8„ PLYWOOD SHEATHING SEE STRUCTURAL FOR ( I I I 3-5/6" 20 GA STUDS ATTACHMENT I I I * 16" O.C. CONT ANGLE 6X6X3/8 I I 1 I ROLL ROOFING FLASHING (MOPPED 4 NAILED) OVER 5/8 PLYWOOD SHEATHING I I i P EXT'G PARAPET 3 A6.1 I PROVIDE ROOFING CEMENT 4 I I SEALANT ALL AROUND PENETRATION T$4X4X5/I6 STUB COLUMN SEE PLAN FOR LOCATIONS ( I T62AXI/4 KICKER - SEE I STRUCTURAL EXISI.TNG PARAPET WALL I I UMBRELLA TYPE FLASHING (FRAMING SHORN IS A$$UMED I I WITH SEALANT 4 DRAW BRAND EXISTING ROLL — I I NEW FLASHING * STUB COLUMN - ROOFING FLASHING I I TURN UP COLUMN MIN 8" EXISTING STUCCO FINISH I i NEW CANT STRIP EXISTING B.U. ROOF 4 FLASHING INTO OVER GYPSUM DECK T$4X4XI/4 STUB COLUMN EXT'G ROOF CENTER ON EXISTING BM, _ z REROOF AS REQUIRED EXTEND EIFS FINISH DOWN ( I I ao TO EXISTING ROOF AT ALL___._ U AREAS UNDER NEW RAISED PARAPETS EXISTING STEEL BEAM 4" DIA STD PIPE STUB COLUMN ai 2 PARAPET WALL. DETAI A6.1 SCALE: 3/4" - 1'-0" PRE-FAB .050 ALUM COPING W/ CLIPS EA. SIDE CONT ANGLE 6X4X3/6 LLH P.T. Ix4 CONT EA. SIDE .050 ALUM. FLASHING W/ FOAM MOLDING - ___\ CONT CLIP SEE DETAIL VA6.1 P.T, 2x4 BOLTED TO STEEL TUBE * 24" O.C. 3/4" STUCCO I I ON LATH W/ I I EIFS FINISH ap 5/6" PLYWOOD^ EATHING - I I CONT, T66XIOXI4/ W/ Q SEE STRUGTURA FOR I I ( I 1/4" THICK END CAPS -SEAL WELD in ATTACHMENT I 1 I I 3-5/6" 20 GA STUD$ O.C. CONT ANGLE 6X6X3/8 ( I I ( ROLL ROOFING FLASHING (MOPPED 4 6" 20 GA GALY METAL STUD I I NAILED) OYER 5/8" PLYWOOD SHEATHING * 24" OC UNIMA$T 6OC6J20 I OR EQUIVALENT I I t21'-1" TOP EXT'G PARAPET 3 A6.1 I PROVIDE ROOFING CEMENT 4 ( I SEALANT ALL AROUND PENETRATION, ' I i T64X4X5/16 STUB COLUMN 1 I T62X2XI/4 KICKER - SEE SEE PLAN FOR LOCATIONS ( I STRUCTURAL EXI$ITNG PARAPET WALL I I UMBRELLA TYPE FLASHING (FRAMING SHOW IS ASSUMED I I WITH SEALANT 4 DRAW BRAND EXISTING ROLL I I NEW FLASHING * $TUB COLUMN - ROOFING FLASHING I I TARN UP COLUMN MIN 6" EXISTING STUCCO FINISH ( I NEW CANT STRIP EXISTING 5.U. ROOF 4 FLASHING INTO TS4X4XI/4 STUB COLUMN ( I EXT'G ROOF OVER GYPSUM DECK CENTER ON EXISTING BM I I x REROOF AS REQUIRED ( 1 FOAM MOLDING - SEE DETAIL 1/A .I II UJI II 6" 20 GA GALV METAL STUD } * 24" OC UNIMA$T 60C$40 OR EQUIVALENT I ,II CONT ANGLE 6X4X3/8 LLH . II 3/4' STUCCO ON LATH W/ EIFS FINI$H 5/8" PLYWOOD SHEATHING SEE STRUCTURAL FOR I 0 ATTACHMENT II CONT ANGLE 6X6X3/8 I 1 I �I II • 3 it A6.1 EXTEND EIFS FINISH DOIN TO EXISTING ROOF AT ALL — AREAS UNDER NEW RAISED PARAPETS -P.T. Ix4 CONT EA. SIDE 4" 20 GA GALY METAL STUD * 16" OC UNIMAST 60CSJ20 OR EQUIVALENT 3/4" STUCCO ON LATH OVER 150 FELT ON 5/8" PLYWOOD $HEATING ALUM SPRING LOCK FLASHING , 4 RETAINER OW ALUM. FLASHING W/ CONT CLIP CONT. TS 6X6XIA P.T. 2x4 BOLTED TO STEEL TUBE * 24" O.C. ,ROLL ROOFING FLASHING (MOPPED I NAILED) OVER 5/8" PLYWOOD SHEATHING 3.5/8 20 GA STUDS UMBRELLA TYPE FLASHING * 16" O.G. WITH SEALANT I DRAW BRAND NEW FLASHING * STUB COLUMN - TURN UP COLUMN MIN 6' EXISTING B.U. ROOF I OVER GYPSUM DECK PROOF 4" DIA STD PIPE STUB COLUMN 1II IA I PARAPET WALL [DETAIL A48.1 SCALE: 3/4" - I'-0" PRE-FAB -050 ALUM COPING W/ CLIPS EA. SIDE P.T. Ix4 CONT EA. SIDE CONT ANGLE 6X4X3/8 LLH FOAM MOLDING - .050 ALUM. FLASHING W/ SEE DETAIL 7/A6.1 CONT CLIP ONT. TS 6X&XIA 3/4' STUCCO P.T. 2x4 BOLTED TO ON LATH W/ I I STEEL TUBE * 24" O.C. EIF$ FINISH I I ROLL ROOFING FLASHING (MOPPED 4 5/8' PLYWOOD SHEATHING - I I NAILED) OVER 5/8" PLYWOOD SHEATHING a SEE STI`;=TURAL FOR 3-5/6" 20 GA STUDS ® ATTACHMENT ( I I I to 16" O.C. UMBRELLA TYPE FLASHING ( I ( I WITH SEALANT 4 DRAW BRAND NEW FLASHING * STUB COLUMN - 4" 20 GA GALV METAL STUD I I ( I TURN UP COLUMN MIN S' * 24" OC UNIMAST 60C$J20 OR EQUIVALENT I I EXISTING B.U. ROOF ( I OVER GYPSUM DECK R A6.1 4" DIA STD PIPE EXTEND EIFS FINISH DOWN TRIP STUB COLUMN TO EXISTING ROOF AT ALL ING INTO AREAS UNDER NEW RAISED PARAPETS EXT'G STUCCO STUCCO EXPANSION JOINT - PAINT TO MATCH STUCCO JOINT IN PLYWOOD W/ _ BACKER ROD 4 SEALANT 4 F ARAF ET WALL. DETAIL AW SCALE- 3/4" - I'-0" -8" OVERALL BASE e. 2'-511 I „ EXT'G BRICK VENEER 3/4" STUCCO ? '2 FINISH le 1'4 1/4" 4 3-5/8" STUD FRAMING 5/8" PLYWOOD SHEATHING m O 0 b 44 1 NEW STOREFRONT AND KNEEWALL 5,1 BY USPS CONTRACTOR - COORDINATE INTERFACE STUCCO FINISH ( EXT'G CONC/CMU WALL BY USPS 1 CONTRACTOR I INTERIOR WALL FINISH BY U$P$ CONTRACTOR WALL COLUMN DETAIL Ab.l 6CALE- 3/4" - I'-0" MATCH FACE DIMENSION OF EXISTING FLASHING AT WEST WALL (APPROX. 69 REMOVE EXISTING STEEL FLASHING 4 REPLACE WITH NEW PRE-FAB .050 ALUMINUM COPING W/ CONT. CLEAT EACH SIDE t21'-I" TOP EXT'G PARAPET TYPICAL FOAM PARAPET MOLDING - FASTEN WITH ADHESIVE I TAPCON$ EX151TNG PARAPET WALL (FRAMING SHORN IS ASSUMED) EXISTING ROLL ROOFING FLASHING TA I SCALE: 1 I/2" - i'-011 PLUG AND $AND = HOLES SMOOTH AS _ TYP. PARAPET FOAM MOLDING - ATTACH MOLDING WITH ADHESIVE I SCREWS v -n GALV. SCREWS * EACH $TUD OR 24" O.C. MAX. 3 3/4" FF,ARAF ETL. MOLDING DE-1 A I AW SCALE: 3" - I'-0" GALV. SCREW$ * 24" O.C. MAX. GALV, LATH PLYWOOD SHEATHING TYP. VERTICAL FOAM MOLDING - v ATTACH MOLDING WITH ADHESIVE I SCF EUJS PLUG AND SAND HOLES SMOOTH -- — -- ---- -- -- 3/4" 1 1/2" 3/4" J 5TUCCO EXPANSION JOINT VERTICAL.. MOLDING DETAIL A6.1 FULL SIZE A6.1 SCALE: 3" - I'-0" GALV. 5CREW$ %1 24 O.G. MAX. AIV ARCHITECTS / PLANNERS TYP. ACCENT TRIM BAND 5744 Canton Cove Suite 100 FOAM MOLDING - Winter Springs, FL 32708-5079 Ph: 407.696-7799 ATTACH MOLDING WITH Fax: 407.090•8634 ADHESIVE 4 SCREWS __---------___�_ 10 ACCENT TRIM SAND A&.1 I SCALE: 3" - I'-0" Leg �o re Ge for a�g �e 9� Project No:02-335 Approv.By: RLB Drawn By: RON Date:?/12/02 Checked By: RLB Scale: NOTEI DETAILS • eti 5r-2- A A&V& m �j tjYt(, ✓ a. 14 of 20 L k 6 NOTE!!! CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS, IMMEDIATELY NOTIFY ARCHITECT ,OF ANY DISCREPANCIES. a S-2 17'-1-1/2„ (L COLUMN TO FOOTING TS5X5X1/4 TS5X5X1/4 EDGE OF PVMT 3'--6"X3'-6"X2'-0' COLUMN COLU�+1N� o z 3 -0 �I FOOTING Alkt6� 31=0"X3'-0"X2'-O" - i EMAL. . i 2., OLUMN TO I FA E OF GMU FIN LR ELEV 0'-0"= REF ELEV (Y-0" 1 NORTHWE5T CORNER- FOUNE)ATION PLAN S-1 SCALE= 1/4" - P-0" NORTH ds TS5X5X1/4 COLUMN E #5 X 1'-10" - DRILL & \ EPDXY INTO EXISTING SLAB EMBED 6" MIN. 4 BARS PER SIDE-3 SIDES- EXISTING BM TOP @ ELEV 8'-8" TS6X10 BM BOT @ ELEV 8'-10" 8 S-2 - — — — — — — — — — - — — -- — TS6X10 BM BOT @ ELEV I III I I I I I I I I I I, I I, I I 8'-1011 I ! + I I EXISTING ROOF 1 1 /220G GA V RIPE 8 MET L 1 I TO REMAIN D K N 6" 18 AGE IGAL CSJ MET L S_3 ST' DS 9 i r OC MAXI SPICING), EXISTING BM TOP @ I IIj I I i i I I I i I I I I I I4—TS6X10 BM ELEV 8'-8" { I 1 I BOT @ELEV N Cn 14 —REMOVE EXISTING SLAB & PART OF EXISTINC FTC AS REO'D TO INSTALL NEW FOOTING 17'-1-1 /2" TS5X5X1/4 Sl y • mmm( 1-7( ,R 1-- I IN LA - (I - EMBED 6" MIN. 3 BARS PER SIDE-2 SIDES FOOTIN 3'-6"X '-6"X2'-0" FOOTING � 3'-0"X3'-0"X2'-O" a I I COLUMN T02- 2" I I FACE OF CMU FIN FLR ELEV -l'-4" FIELD VERIFY NORTHEA5T CORNER - FOUNDATION PLAN SCALE= 1/4" - I'-0" NORTH EXISTING BM 70P @ ELEV 8'-8" TS6X10 BM BOT @ ELEV 8'-10" I I - - - - - - - - - 5-3 I II II II I;1 I Ijl I I I TS6X10 BM I I BOT @ELEV EXISTING ROOF { 1; 1/"20AGLV�PE MEAL I DCK N 6' 18 GAGGACSM�ALTO REMAIN STUDS @ 16" OC MAX. 5PAC NG j TS6X10 BM BOT $, E 10„ - �} I I I I I II I II I I I I I I I II I I I TOP EXISTING BM ELEV 8'-8" I I 1 i I 00 Fn 0 = EXISTING HIGH W14 BM-----1 L EXISTING LOW W14 BM � ° PLUS C1OX15.3 CHANNEL EXISTING LOW W14 BM BOT ELEV 8'-8" S-2 FLAT AT BOTTOM FLANGE BOT ELEV 8'-8" EXISTING HIGH W12 BM 3 NOfRTPWE5T CORNER- ROOF FRAMING/LINTEL PLAN- r4 NORTPEA5T CORNER - ROOF FRAMING PLAN S-1 SCALE: 1/4" _ i'-0" S-1 SCALE: I/4" - I'-0" NORTH NORTH _----------a--------------------------------------------O [0] _------------------_------__---------__- a CENTER OF PARAPET EXTENSION TO CENTER OF PARAPET EXTENSION TO ALIGN WITH CENTER OF CANOPY COLUMN / FALIGN WITH CENTER OF CANOPY COLUMN 34'-0" OUT TO OUT METAL STUD 34'-0" OUT TO OUT METAL STUD 8,-2 1/2" 8'-2 1/2" 2 EQUAL SPACES V 2 EQUAL SPACES - I POST ON EXISTING POST ON EXISTING ALIGN POST LOCATION BM -TYP. 4 LOCATIONS XISTING W BEAM 4L�,MASONRY WALL I EXISTING W BEAM @ ROOF WITH EXISTING W GIRDER EROOF LC CONT. TS6X1OX1/4 LAID FLAT r..-.o w 8'= KICKER BRACE CONT. TS6X6X 1 /4 KICKER BRACE CONT. TS6X6X 1/4 8., _ r KICKER BRACE EXISTING W BEAM @ROOF o _ I < CO a POST CENTERED POST ON EXISTING U c� — — — — — _ I m ON EXISTING BM -TYP. 5 LOCATIONS 7 EXISTING 24" DEEP JOIST EXISTING 24" DEEP JOIST I MASONRY WALL ALIGN POST LOCATION w L I 7 POST ON EXISTING . Lo z w WITH EXISTING W GIRDER ��,, z S-2 L S-2 ' MASONRY WALL 1 G oU 1 v V) STUB COLUMN z STUB COLUMN �' STUB COLUMN z o Y S-4 x w CENTERED ON CENTERED ON s < CENTERED ON G —i z Y — — T _ — — EXISTING JOIST I EXISTING W GIRDER c� o EXISTING JOIST , Z m Lf, o jw� o � L o STUB COLUMN CENTERED STUB COLUMN EXISTING 24" DEEP JOIST EXISTING 24" .DEEP JOIST I ON EXISTING MASONRY 'NALL CENTERED ON { W GIRDER 2 • s-4 I � 5 NORTHWE5T PARAPET EXTEN51ON PLAN NORTH 6 NO�nT4r�',45T i-=',4R�AFET EX<TEN51ON FL.,4N NORTH �� S-1 SCALE: 1/4" - I'-0" S-1 SCAL" - I'-0" - 0 0?// ,yea �o tad �e Ga $,oS' ellqi aIce �a Project No:02-335 Approv.By: RLB Drawn By: CLS Date:1/12/02 Checked By: RLB Scale: NOTE) POUND14T I ON 4 ROOF FRAMING FL AN5 I 6 6 - ALIGN I EX15TIh' POCKET 5-1/2" X 1'4' X 1"-4" GROUT POCKET AFTER COLUMN INSTALLATION. FACE OF T55X5 I - TUBE COLUMN u I r't���F�ERT'i - • ut z l cXluTlfi•iG MA60NRY t 1,4LL. SECTION SCALE: 3/4"4-O" 1/4" THICK COLUMN CAP PLATE AT END OF TUBE -SEAL WELD SIDE GUSSET COLUMN CAP PLATE PLATE 3/8X&XIO" I/2X7XIO = L _J I ' 3/16 I 3/16 L4X4X3/$X6" U_ 2 5EGTION S _ 2 SCALE i 3/4" - I' -0" ANGLE 4X4X5/16 X V`\ W/ 2 - I/2" DIA EXPANSION BOLTS BOTTOM OF BM ELEV. V-10" T56X1OXI/4 — — — — BEAM ANGLE $X4XI/2 LLV 3 SECTION 5 - 2 SCALE: 3/4" -1' -0" L4X4X3/SX6" w T r- J ----COLUrrN CAP PLATE 1/2X7XIO SIDE GU65ET PLATE 31$X&XIO" 1/4" THICK CAP PLATE AT END OF TUBE -SEAL WELD SCALE: 3/4"-I'-011 PROVIDE 1/4" THICK CLOSURE GROUT PLATES ON TUBE SECTION CELL BEHIND TS6XIOXI/4 C ANCHORAGE 1i E_ 8X4XI/2 LLY X 1'-2" W/ i 3/ 6 -- 2 - 3% P p7A 1-�IT ICY 150 INJECTION EXISTING ADHESIVE ANCHORS WALL W/ 3-3/8" EMBEDMENT 000 3 5-2 PROPERTY LINE 5 &ECTION — ° 0 6OG5J20 _o I 2 - 0.177" DIA POWDER DRIVEN FASTENERS EA STUD TO EXISTING ANGL I -_. — — _,.._ — _ — _ — — — _ ° o .. o 0 0 ° RE 2/5-3 FOR ADDITIONAL NOTES /--- CONT 20 GAGE ANGLE FOR DECK ATTACHMENT TO STUD 51MP60K LT612 W/ 8 - '$ SCREW9 m EA STUD 5 -012 SCREWS EA END i EXISTING ROOF / L-18GA ANGLE 4X2 LLV / CONT ANGLE 6X6X3/$ AT STUD WITH BRACE ATTACHED W/ WITH 1/2" DIA EXPANSION _ _ 5-112 SCREWS TO STUD BOLTS 3 - 0.177" DIA POWDER DRIVEN tv 12" OC WITH 3-1/2" FA5TENER5 TO SUPPORT ANGLE EMBEDMENT REMOVE EXISTING EXISTING PARAPET AS REQUIRED MASONRY TO INSTALL NEW FRAMING - WALL SECTION $CAL E: 3/4" = I' - 0" REMOVE r, A Ir9 cvldTu V ROOF D INSTALL SIDE OF JOIST FROM STUB COLUMN TO NEAREST BOTTOM CHORD PANEL POINT SECT ION S _ 2 5CALE: 3/4" = I'-0" TOP GP WALL. T I T5 6 IS GAUGE G5J GALY METAL JO 5 a 16" O.C. UNIMA5T 6005J18 OR EQUIVALENT �. ALIGN W/ PARAPET WALL STUDS 1 1/2" 20 GAGE GALY. TYPE B METAL DECKING ATTACH DECKING WITH $$ 6CREW5 66" ('+ I$GA PLATE OC AT ALL EDGES 4 PERIMETER 4 AT 1� 10 EA 5TUD 12" OG AT INTERMEDIATE SUPPORTS SLOPE DOWN 1/4"/FT CONT 20 GAGE ANGLE FOR DECK ATTACHMENT TO STUD 3-w$ SCREWS ARCHITECTS / PLANNERS EA LEG ° o % Winter Springs,,�FL 32708-5079 3-"8 SCREWS SIMPSON LT512 W/ Ph: 407.606-7790 _ $ - 'a SCREWS Fax: 407.098.8034 EA STUD Z/- / Z o EA STUD CONT. 6005J20 CONT 2O GAGE ANGLE / / 901 Douyl°s Avenue swte 201 FOR DECK ATTACHMENT TO STUD / / ® Atomonte Spnn s LEDGER TYPICAL AT PERIMETER / / ci07/8 .n5i34 5 -'12 5GREW5 ® 0 U (` FAX 407/869-7547 EA END A„ th r oUoo J6453 STRUCTURAL Design and 1-1/2" 20 GA GALY, HAT CHANNEL �AG% / I ENGINEERS Investigation of Structures ® 2'-0" OC MAXIMUM SPACING l ATTACH TO EA STUD W/ (opG/ / BM EXISTING 2 2 - 0.177" DIA POWDER DRIVEN 'NhOEW SANFORD FASTENERS EA STUD TO EXISTING ANGLE EXISTING RETAIL CENTER CONT 60GS020 ! ROOF BRIDGING 1'f: DECK / ATTACH TO EA STUD W\/ 5 -112 SCREWS _ - _ ___- - _ _=- EXTERHOR UPGRADE 2- "a SCREWS EA END -TYPICAL _--- -- ----- - 18GA ANGLE 4X2 LLV EAST FIRST STREET ° T — — ( AT STUD WITH BRACE ATTACHED W/ 5-112 SCREWS TO STUD SANFORD, FL 3 771 5/5" PLYWOOD SHEATHING - 6OCSJ2O BRACE Q T-8" OC ° ° 3 - 0.177" DIA POWDER DRIVEN ATTACH TO STUDS W/ "$ 5CREW5 CONT 60GSJ20 FASTENERS TO SUPPORT ANGLE FOR: I+ 6" OC 9 RUNNERS, EDGES 4 i i i r BRIDGING PERIMETER 4 12" OG AT W.G. Lassiter, Jr. INTERMEDIATE SUPPORTS. FULLY z, 3/16 1-1/29 3" BLOCK ALL PANEL EDGES ! CIOX15.3 505 S. Flagler DriVip 6" 20 GAUGE GALY METAL STUDS WELD TO BOT OF Suite 1010 to 16 O.G. UNIMA5T 6005J20 OR CONT ANGLE 6X&X3/8 WELD I EXISTING BM FLANGE EQUIVALENT -TYPICAL PERT LEG TO CIO FLANGE ! 1 I CLIP TO EXISTING GONG/88t Palm Beach, F10rld;>� REMOVE EXISTING ! ` i OR STEEL COLUMN BEYOND '1 WITH ANGLE 4X4X1/4X 7" SLOPED ROOF GlG� WITH 2 - 3/4" DIA EXPANSION BOLTS FRAMING a TOWER �?� �! f I WITH 4-3/4" EMBEDMENT AT EXISTING FLAT ROOF STRUCTURE �1� - ' J. I �� MA50NRY 4 1/4" CONT. FILLET WELD To REQUIRED TO REMAIN - CEPTRENEWVE AS ��5 - AT STEEL COLUMNINSTA1 �°ties BEAM AT ENDS OF TOWER CONT 6OG5J2O BRIDGING 18GA ANGLE 4X2 LLV AT STUD WITH BRACE ATTACHED W/ f 5-112 6CREW5 TO STUD - ' 'REMOVE PORTION OF EX15TING 3 - 0,177" DIA POWDER DRIVEN - TO INSTALL NEW REQUIRED FASTENERS TO SUPPORT ANGLEFRAMING AND TUBE ,S7L�v _. CONT. ANGLE 1-I12"XI-112"XI/4 TIE-1 ,. -~ WELD TO TUBE f PLATE ONLY 5 ! CUT BACK EXISTING °°° - 1/4X4"X4" Q EXT. SUPPORT DECK AS REQUIRED TO INSTALL NEW 5TUD WALL 5-2 5 2 '- JL4X4X3/$ X 6" f I u;•r.=-,: l T56XIOXI/4 BE I �� �' " EXISTING BOTTOM OF BM TO BE STEEL 2" ABOVE TOP OF EXISTING BM I _.__ _._ __.____.-._ __. _-_._ _ _.. _. _ �._ ___ _- __ ____ _. _ BEAM 3/16 4" i rI 3/16v ✓i T56XIOXI/4 BEAM AT TOWER END WALLS 1/4" THICK CAP PLAT ! I COLUMN CAP PLATE 1/2X7XI0 AT END OF TUBE -SEAL WELD ( 3/16 I I l III I i T5 5X5XV4 COLUMN l 111 11 �i I III II BEARING PLATE 3/4X12X12 W/ 4 3/4" DIA A36 ANCHOR BOLTS ON 1-1/2" I g NONSHINK GROUT I 4" GONG. SLAB WITH 6X9, 41.4 x WIA WttF i OVER COMPACTED GRADE 10 CORNER 5-2 I - 0'-0" OP BLDG SLAB ! I x X X x x x- x— Project No:02-335 Approv.By: RL6 3 Drawn By: CL5 Date:1/12/02 -,-I!---ail-- `I - F_.�..___........ Checked By: RLB Scale: NOTE[ I ®i 4 ® i I EW TOP L(oil. _ ` - CUT EXISTING FTG TO 16"X16" 4 EMBED INTO I O 4- NEW FOOTING. DRILL THRU 2-15 I WALL S E C T (O*�I � 5 EXISTING ASPHALT PAYING - EW 05 DOWELS EA WAY THRU EXISTING FTG INTO NEW_t_._____FTG .____ PATCH A5 REQUIRED AT NEW 3'-O" BOTTOM ! ..1 WALKWAY EDGE MATCH PROFILE OF ADJACENT EX15TING TURNED DOWN EDGE WALL SECTION SCALE: 3/4" - I'-0" I i NOTE!!! CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. 4 t 6 I 6 6 CONT LIGHT GAGE ANGLE FOR DECK ATTACHMENT TO STUD 6" 13 GAUGE C5J METAL J015T5 to I6 O.G. UNIMA5T 60C$JIS OR EQUIVALENT 1 1/211 20 GAGE GALV. TYPE B METAL DECKING_--, 1-1/2" 20 GA IUT CHANNELS Q 2'-0' OC M I UM SPACING TYPICAL 60C$J20 COI 4T NUOU5 BRIDGING ANCHORAT ND WALL STUDS- VERTICAL BRACING Q 2'-8" CC TYPICAL 600540 21TINUOUS BRIDGING ANCHO END WALL STUDS 60G$J2 ANC CONTINUOUS BRIDGING R AT END WALL STUDS 6" 20 GAUGH METAL 5TUD5 1611 O.C. UN $T 6005J20 OR EQUIVALENT 60CSJ2 ONTINUOUS BRIDGING ANCHOM AT END WALL 6TUD5--1 5/S" PLYWOOD $NEAT T5 5X5XI/4 COLUMN EXISTING TUBE COLUMN TO REMAIN 4" GONG. SLAB WITH 6X6-WI.4 x WIA UX1.F OVER COMPACTED GRADE 9 NW CORNER WALL 5ECTION n SCALE: 3/4"= I'-011 REMOVE 4 REPLACE EXISTING WOOD FRAMING A$ NEEDED TO PROVIDE ACCESS AND INSTALL PLYWOOD SHEATHING ON TOWER WALL EXISTING WOO CANOPY FRAMING TO REMAIN EXI$T�NG FLAT ROgFI STRUCTURE TO REMAIN CONT. ANGII q 1-1/2XI-1/2Xl/4 WELD TO TI�gE jI BUT BACK EXISTING BECK A$ REQUIRED � I IN5 [ALL NEW'5TUD W. :-A ✓ A [it i I I I f I ------T56XIOXI/4 EXISTING TUBE BEAM II I ( TO REMAIN I II ( I II IIII11 I II I I II I IIlI II II ( { I I111 11 I I I RE 8/5-2 FOR I I I ADDITIONAL NOTES CONT 20 GAGE ANGLE FOR DECK ATTACHMENT TO STUD TYP. 10 PERIMETER _�21'-011 TOP OF JOIST 18GA PLATE m EA STUD WITH 3-18 SCREWS EA LEG CONT. 6005J20 LEDGER WITH 3,-'8 SCREWS TO EA STUD 1-1/2" 20 GA HAT CHANNELS ---� a 2'-0" CC MAXIMUM SPACING ATTACH TO EA STUD W/ 2-18 SCREWS -TYPICAL 6" 20 GAZE GALV METAL STUDS tv 16 O.C. UNIMA5T 6OCSJ20 OR EQUIVALENT -TYPICAL 5/8" PLYWOOD SHEATHING - ATTACH TO STUDS W/ 'S SCREWS 9 6" OG 9 RUNNERS, EDGES 4 PERIMETER 4 12" OG AT INTERMEDIATE SUPPORTS. FULLY BLOCK ALL PANEL EDGES REMOVE EXISTING SLOPED ROQF FRAMING AT TOWER - EXISTING FLAT ROOF STRUCTURE TO REMAIN EXCEPT REMOVE AS REQUIRED TO INSTALL NEW TUBE BEAM AT ENDS OF TOWER 15GA ANGLE 4X2 LLV AT STUD WITH BRACE ATTACHED W/ 5-112 6CREW6 TO STUD 3 - 0.111" DIA POWDER DRIVEN FASTENERS TO SUPPORT ANGLE AND TUBE CONT. ANGLE I-I/2Xi-1/2XI/4 WELD TO TUBE 2 4 5-2 ^ S-2 T56XIOXI/4 BEAM BOTTOM OF BM TO BE 2" ABOVE TOP OF EXISTING BM / 3/16 4" COLUMN CAP PLATE 1/2X1XI0- 3/16 o I 0�1:=:: o ° al o _oil_ Is @11I 1 1/2" 20 GAGE GALV. TYPE B METAL DECKING b" 18 GAUGE GSJ GALV METAL JOISTS ATTACH DECKING WITH 18 SCREW5 16" a 16" O.C. UNIMAST 60G5JI8 OR EQUIVALENT ON AT ALL EDGES 4 PERIMETER 4 AT 12" ALIGN W/ PARAPET WALL STUDS OC AT INTERMEDIATE SUPPORTS SLOPE DOIIN 1/4" PER FT. CONT 20 GAGE ANGLE I FOR DECK ATTACHMENT TO STUD IT TFFFFM1 I ------------ _ — ; 0 SIMPSON LTS12 W/ ----------------------- ----- — —° 0 8-'a SCREWS to EA STUD �RpGE 2 ,5„ I EXISTING STEEL BM .6'Or 5 -112 SCREWS EA END — l l 2 - 0.111" DIA POWDER DRIVEN FASTENER$ EA STUD TO EXISTING ANGLr I \ I �.�s� -�-: -- ----- - — - - ----- ------------_ — — — — -------------.—o ° ° °°al 18GAANGLE ��2LLV _ _ _ _ _ _ _ _ _ _ ° —° ° ° I AT STUD WITH RAGE ATTACHED W/ — — — — — 60C5J20BRACE m-8 2'"OG ------------ / °° i� 5-'125GREW51 O�TUD IV N I 3 - 0. " D /�IP DER DR E FASTENERS T11 ORT ANGLE CONT (o0G5J2 BRIDGING -TYPICAL ATTACH TO EA STUD W/ / / 3/16 1-1/2 9 8" 2-18 SCREWS / / G10XI5.3 WELD TO BOT OF EXISTING BM FLANGE CONT ANGLE 6X6X3/8 WELD �{ CLIP TO EXISTING CONG VERT LEG TO CIO FLANGE OR STEEL COLUMN BEYOND WITH ANGLE 4X4X1/4X 1" REMOVE PORTION OF EXISTING WITH 2 - 3/4" DIA EXPANSION BOLTS PARAPET A5 REQUIRED WITH 4-3/4" EMBEDMENT AT TO INSTALL NEW FRAMING MASONRY 4 1/4" FILLET WELD AT e STEEL COLUMN i� I d REMOVE PORTION OF EXISTING / PARAPET AS REQUIRED / / TO INSTALL NEW FRAMING TIE l'o V I PLATE SIM. 5 I I I/4X4"X4" v EXT. SUPPORT S-2 Is JL4X4X3/8 X 6" 37fo 3/16 1 I T56XIOXI/4 BEAM 11 1 AT Tf)IIIFR PHO 111AI I A 1/4" THICK GAP PLATE AT END OF TUBE-5EAL WELD EXISTING STEEL BEAM SECTION AT WEST END TQ,,1 WER Y TOP BLDG SLAB (REF)— >� WEST END it — TOP BLDG SLAB I I is EAST END �I BEARING PLATE 3/4XI2XI2 W/ 4 - 3/4" DIA A36 ANCHOR BOLTS I I ( I ON 1-112" I 6X6-WI.4 x WIA W NON5HINK GROUT 1 m CORNER A 5-2 I I EXISTING ASPHALT PAVING - ! I_-_------------------_-...--____—�_— __-------.-_. _-- PATCH A$ REQUIRED AT NEW x — --- FOOTING EDGE - - II II II /� /'� ©} ® 2 l�J r�'eLL 5E l� © - -- r -- - SCALE: 3/4"4-0" ® ®I 4.5 I EW TOP O II 4 - 15 CUT EXISTING FTG TO 16"XI6" 4 EMBED INTO EW NEW FOOTING. DRILL THRU 2-15 BOTTOM DOWELS EA WAY THRU EXISTING FTG INTO NEW FTG ARCHITECTS / PLANNERS 5744 Canton Cove Suite 100 Winter Springs, FL 32700-5070 Ph: 407.006.7709 Fax: 407.696.0034 901 0ouglos Avon suite 201 ® Altafnonto Springys ® O U I S Florida 4 407/869-551-5533 FAX 407/869-7547 Fl. Certificate of Authanzot,on /6453 STRUCTURAL Design and ENGINEERS Investigation Of Structures ME ME lalm E W S AN F 0 RhD RETAIL CENTER EXTERIOR UPGRADE EAST FIRST STREET SANFORD, FL 3771 FV s W.G. Lassiter, Jr. 505 S. Flagler ®rive Suite 1010 West Pain Beach, Florida _�4. yes �o esg� rev tipSs vtie ge �e 9a • �at� Project No:02-335 Approv.By: RLB Drawn By: CL5 Date: 1/12/02 Checked By: RL5 Scale: Nu I t=1 > - �1 WALL SECTION& EXISTING FOOTING AND STEM WALL - _ (ASSUMED CONFIGURATIOW TIO! Y I� wee ___ GIE!1!__CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS, IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES.` L37 11 of 20 _ - - - l r�- L. _, I , L___ I I I___�1 -3 6 6 -2 -2 -2 M iri 6 GENERAL NOTES, See Project Specifications for: quality of construction required; Prepare design mixes for each type and strength of concrete by either Galvanizing Repair Point: High -zinc -dust -content 1point for regolvanizing welds and repair performance levels of workmanship; manufacturing and industry laboratory trial batch or field experience methods as specified in ACI 301, painting galvanized steel, with dry film containing not less than 93 percent zinc dust by standards; strength and physical requirements of materials; If trial botch method used, use an independent testing agency acceptable to weight, and complying with DOD-P-21035A or SSPC-Point 20, conformance to codes and regulations, guarantee requirements. Architect for preparing and reporting proposed mix designs. Hot -Dip Galvanized Finish: Apply zinc coating by the hot -dip process to structural steel Coordinate with all drawings for pertinent information related to Limit use of fly ash to not exceed 25 percent of cement content by indicated for galvanizing according to ASTM A 123. weight. 6" 20 GA GALV METAL STUD structural work. Any changes to the building structural system ® 24" CC UNIMA6T 60CSJ20 Minimum shall be redesigned by a professional engineer registered in the cement content 469 lbs. Work structural drawings with architectural, mechanical and T 5/0" PLYWOOD SHEATHING OR EQUIVALENT state of Florida. All changes must have prior authorization of Slump limits: Proportion and design mixes to result in concrete slump at electrical drawings for clearances, attachment, etc. ATTACH TO STUDS W1 *a SCREWS the Architect and shall be made at no additional cost to the f19 6" OC 151 RUNNER$, EDGES 4 point of placement as follows: PERIMETER 4 12" OG AT 4PP Owner or Architect. All calculations, drawings and other design Do not use thermal cutting during erection. oo�ARCIIITECTS PLANNERS information shall be submitted to the Architect -as a reference Romps and sloping surfaces: Not more than 4 inches. ly- INTERMEDIATE SUPPORTS. FULLY 6744 Canton Cove Suite 100 Do not enlarge unfair holes in members by burning or by using BLOCK ALL PANEL EDGES Winter Springs, FL 32708-6079 submittal. Do not begin construction until Architect has given Reinforced foundation systems: Not less than I inch and not more than 4 inches. drift pins. Ream holes that must be enlarged to admit bolts. Ph: 407.606-7709 written authorization. 2 - 0.111" DIA HILTI DX Fax: 407,690-6034 Building Code., Florida Building Code 2001 Concrete containing high -range woter-reducing admixture (super -plasticizer): Owner will engage an independent testing and inspecting agency to perform POWDER DRIVEN FASTENERS 901 gouglos Menw, Not more than 8 inches after adding admixture to verified 2-to-4-inch field inspections and tests and to prepare test reports. Testing agency' will EA STUD TO ANGLE ite 201 Altqmonto SPdn93 Design Live Loads: Roof: slump concrete. conduct and interpret tests and state in each report whether tested Work CONT ANGLE 6X4X3/a LLH sl� florido 32714 Flat------------------- 20 psf complies with or deviates from requirements. 407 69 f, L CeL 0 7;8869-553� ---<ANGLE TO TUBE ouls FAX 40 -7547 Basic Wind Speed - - - - - - - - - - - - - - - - - - - - - - - - 110 mph 3/16 EM FL CeMicota of Wind Importance Factor (1w) - - - - - - - - - - - - - - - - - - - - - 1.0 Other Concrete: Not more than 5 inches. Field -bolted connections will be tested and inspected according to RCSC's AuthodloCon 16453 Building Classification Category------------------ 11 Reinforcing bars: ASTM A 615, Grade 60. "Specification for Structural Joints Using ASTM A325 or A490 Bolts." CONT. T%XIOX14/ W/ STRUCTURAL Detilgn and THICK END CAPS -SEAL WELD ENGINEERS InvesUgation Building Exposure Category - - - - - - - - - - - - - - - - - - - - - 8 Welded wire fabric: ASTM A185. of Structures Internal Pressure Coefficient Enclosed Building - - - - - - 0.18 -0.18 In addition to visual inspection, 50 percent of all full -penetration welds will SEE ARCHITECTURAL DWG5 FOR E Q BACK OF PARAPET STUD INFILL be inspected and tested according to AWS D1.1 and Radiographic Inspection: Provide a minimum 6x6 - W1.4xW1.4 welded wire fabric in slabs on grade unless noted otherwise. ASTM E94 and ASTM E142; minimum quality level "2-2"T" I N General Contractor shall verify all dimensions and conditions CONT ANGLE 6X(oX315 NEW SA160RD related to existing construction, existing services and the site. Place welded wire fabric, in slabs, 1-1/2" down from top of slob, 3/1 RETAIL CENTER unless otherwise noted. 0.111" DIA 14ILTI DX POWDER Construction loads shall not exceed design live loads. Shoring STEEL ROOF DECK DRIVEN FASTENERS 0 16" CC 131110 and reshoring is the responsibility of the Contractor, The Owner will employ a testing laboratory to perform tests and to RUNNER TO ANGLE 121'- IOR UPGRADE. Submit manufacturer's data demonstrating conformance with Contract Documents. TOP EXTG PARAPET SOP DRAWING Submit manufacturer's installation instruction for conditions required on the Project. EAST FIRST STREET submit test reports. Compression Test Specimen: ASTM C31; one set of four standard ? STUB COLUMN Shop drawings shall conform to the requirements of the Contract Steel roof deck shall be 1-1/2" and minimum 20 gage roof deck type "B` having TS)4X4X5/IC T$2X2XI/4 KICKER - $EE Documents unless the Architect has given written approval for standard cylinders for each compressive strength test, unless otherwise received a protective coating of zinc conforming to ASTM A525, and conforming SEE PLAN FOR LOCATIONS PLAN FOR LOCATIONS SANFORD, FL 32771 changes. directed. Mold and store cylinders for laboratory cured test specimens to U.L. designs as indicated. The General Contractor shall review, check and stamp " Approved" except when field -cured test specimens are required. Metal deck shall be placed with the ribs perpendicular to the supports. End lops EX151TW3 PARAPET WALL N /1/4" GU56ET PLATES FOR: Compressive Strength Tests: ASTM C39; one set for each day's pour shall be a minimum of 2" and shall always occur over supports. (FRAMING WMN 16 A$%IMED) 311(o V \TO TUBE EA SIDE W.G. Lassiter, Jr. all shop drawings prior to submitting them to the Architect. exceeding 5 cu. yd. plus additional sets for each 50 cu. yd. over Shop drawings which have not been stamped "Approved" by the and above the first 25 cu. yd. of each concrete class placed in any j 505 S. Flagler Drive General Contractor or which do not conform to the requirements of one day; one specimen tested at 7 days, two specimens tested at Anchor to light go e steel joists and angles with #12 self -topping screws spaced CAP PLATE 1/2X5X5 Suite 1010 the Contract Documents will be rejected. 28 days, and one specimen retained in reserve for later testing if required. at 12" on center ?4 screws per 36" width) maximum spacing at supports, 1/4" THK CAP West Palm Beach, Florida intermediate supports, boundary edges and side lops. The head of the, TOP OF W GIRDER OR The General Contractor's approval of the shop drawings represents Provide control joints in all slab on grade. The maximum spacing screw or washer, if provided, shall have a minimum diameter of 5/16, inch. PLATE -SEAL WELD MASONRY WALL AT KICKER - that he has determined and verified all materials, field measurements of control joints shall be 20'-0" o.c., unless otherwise noted, T64X4XI/4 STUB COLUMN 3116 and field construction critieria related thereto, or will do so, and CENTER ON EXISTING BMREMOVE 4 PATCH SEE PLAN Reinforcing bar lop splices shall be 48 bar diameters unless 5TU5 COLUMN EXISTING DECK that he has checked and coordinated the information contained noted otherwise. No splices will be permitted except where shown TO EXISTING AS REQUIRED within them with the requirements of the Work and of the Contract on the drawings. BM FLANGE 3/16 =TO INSTALL COLUM Documents. COLD FORMED STEEL FRAMING il;. I°tie$ PRE-ENGINEERED LIGHTGAGE METAL JOISTS AND STUDS All horizontal wall bars shall be bent and lopped around all lax See Project Specifications for detailed requirements. ell corners, unless otherwise noted. Design of Lightgoge Metal shall conform to the latest edition of The design of temporary bracing is the responsibility of the Contractor. All horizontal footing, masonry bond and concrete tie beam bars "Specification for the Design of Cold Formed Steel Structural shall be bent and lopped around all corners unless otherwise Members" (AISI) and shall comply with applicable Building Code. EXISTING STEEL BEAM 411 DIA 5TD PIPE STUB COLUMN Contractor shall be responsible for the design, installation and noted. Galvanized finish shall comply with ASTM A525 with a C60 coating. STUB COLUMN final clearance of any required needling, underpinning, shoring TO EXISTING or bracing of existing structures, All wall footing reinforcing shall extend to intersecting All welds ds shall be touched up with a zinc -rich protective point for 3116 W GIRDER FLANGE centerline of column f000tings. corrosion resistence. I t FOUNDATIONS Total deflection of joists supporting gypsum or AT CONCRETE TIE BM AT MASONRY WALL Design Bearing Pressure: 2,000 psf on compacted fill. Chamfer exposed edges on concrete 3/4" x 3/4", unless otherwise accloustical ceiling to be limited to L/240. noted. PROVIDE BEARING PLATE 1/2X 1XI0 W1 Notify the Architect of any unusual soil conditions that are in 4 - 1/2" DIA EXPANSION BOLTS W1 variance with test borings, such as spring or seepage water Refer to architectural drawings for location and extent of Total deflection of joists supporting cement plaster 3-1/2" MINIMUM EMBEDMENT encountered, or when a different bearing material is evident and finishes or other treatments to exposed concrete. ceiling to be limited to L/360. there is a question of the bearing capacity. Determine size and location of mechanical equipment, and make Member size and gage and connections shown on the project �5EGTION Set foundation at elevations shown, or on firm undisturbed provisions for bolts, sleeves, pods, etc., from manufacturer's drawings are to be considered a minimum and ore not to be reduced SCALE: 3/4"xi'-011 bearing material of !design capacity, whichever is lower, as certified drawings. This work shall be coordinated with the without approval of the Engineer of Record. IA 5TD PIPE STU B COLUMN directed by the Architect. The Soils Engineer of Record shall trades involved. Gage of track to match supported stud gage. verify that each footing is bearing on design material. All structural light gage joist and stud framing to be Unimost CSJ type Foundation elevations shown on plan are TOP elevations, unless STRUCTURAL METAL or equivalent. otherwise noted. Detail, fabricate and erect structural steel in accordance with Steel for 20 and 18 gage joists and studs galvanized with a Step footings at a ratio of one vertical to two horizontal, with the American Institute of Steel Construction Specification for minimum of 33 ksi yield strength. Track, bridging, end closures a, maximum vertical step of 2'-0", unless otherwise noted. Structural Steel Buildings - Allowable Stress Design. and accessories galvanized with a minimum of 33 ksi yield strength. 4" 20 GA GALV METAL STUD Backfilling against foundation or it walls will not be permitted Submittals - Shop Drawings detailing fabrication of structural steel components. until the supporting floors or walls are in place and able to Include details of cuts, connections, splices, comber, holes, and other pertinent data. 9 16" CC; UNIMA5T 4005J20 Fastening of components shall be with self -drilling screws or 5/8" PLYWOOD SHEATHING - OR EQUIVALENT resist the imposed forces. Proper temporary bracing may be used Indicate welds by standard AWS symbols, distinguishing between shop and field welding. Screws shall be of sufficient size to insure the ATTACH TO STUDS W/ 06 SCREWS in lieu thereof with prior approval of the Architect, welds, and show size, length, and type of each. weld. Indicate type, size, and strength of the connection. Wire tying of components shall not tv 6" CC 6 RUNNERS, EDGES 4 length of bolts, distinguishing between shop and field bolts. be permitted. All welds shall be touched up with a zinc -rich !9 PERIMETER 4 12" OC AT I I SEE ARCHITECTURAL DWC;i5 FOR point. (Y- INTERMEDIATE SUPPORTS. FULLY BACK OF PARAPET STUD INFILL CAST -IN -PLACE CONCRETE Dimensions shall be verified on the job and full responsibility for the agreement of BLOCK ALL PANEL EDGES dimensions with the drawings and with parts of the structure into which this work Temporary bracing shall be provided until erection is completed. I I CONT ANGLE 4X4X3/8 must fit, shall be assumed by the Contractor. 2 - 0.111" DIA HILTI DX Castanconcrete work shall conform to I American Concrete Institute (ACI) 301, "Specifications for Structural Splices in wall studs or joists shall not be permitted unless POWDER DRIVEN FASTENERS CONT. T5 (oX(oX114 Concrete for Buildings," ACI 318 "Building Code Requirements for Reinforced Where existing structures ore involved, the Fabricator and his Detoiler shall shown on the plans. EA STUD TO ANGLE N take sufficient field measurements to insure that the structural steel for 311(o T52X2X1/4 KICKER SEE Concrete," and Concrete Reinforcing Steel Institute, (CRSI) "Manual of Standard this project will fit properly with respect to the existing structure. The size and PLAN FOR LOCATIONS Practice physical condition of each existing structural steel member affected by this Provide continuous hot channel roof joist bottom flange bracing at 2'-0" �TO 1/41- GUSSET PLATES work shall be recorded. and reported to the Architect. on center maximum, attach ends to steel or concrete beam or wall, T64X4X511(o STUB COLUMN 311(o TUBE - EA SIDE SUBMITTALS- Structural Steel: ASTM A36 - rolled plates, shapes, bars, and SEE PLAN FOR LOCATIONS' Product data for proprietary materials and items, including reinforcement ASTM A5rod. Provide web stiffeners in joists if required. - . , —1 1 W and forming accessories, admixtures, patching compounds, joint systems, 3, type E or S, Grade B - pipe or 1/4" THK CAP curing compounds, and others if requested if Architect. ASTM A501 -pipe End blocking shall be provided where joist ends are not otherwise 1 0 1 3116 V 311(o ASTM A500, Grade B - tubing restrained from rotation. PLATE -SEAL WELD GONT ANGLE 6X6X316---- Shop drawings for reinforcement detailing fabricating, bending, and placing of Bolts: 3/4" diameter minimum, unless noted otherwise. Provide continous hot channel bracing at 2'-0" on center maximum 311(ov CAP PLATE 1/2X5X5 concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice ASTM A325 bearing type for all beam and column at flange of wall studs where sheathing does not occur. I 4" DIA 5TD PIPE REMOVE 4 PATCH for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup connections. " '" Provide continous 6GO stud bracing at 4-0on center maximum COLUMN STUB EXISTING DECK AS spacing, bent bar diagrams, and arrangement of concrete reinforcement. ASTM A307 for all anchor bolts. at flange of tower diagonal bracing studs. 0.111" DIA HILTI DX POWDER 3/16 REQUIRED TO INSTALL COLUMN* DRIVEN FASTENERS f 1611 CC �Je Laboratory test reports for concrete materials and mix design test. Welding electrodes shall be E70. For welding symbols with no RUNNER TO ANGLE length dimension given, the welding shall be continuous between 4 Material certificates in lieu of materials laboratory test reports when permitted abrupt changes in direction. mac by Architect. Material certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with, or exceeds, specified requirement- Wejding shall be done by certified welders in accordance with the SEE ARCHITECTURAL DWG5 FOR American Welding Society standards, BACK OF PARAPET STUD INFILL Materials and installed work may require testing and retesting at anytime during Do not weld until the part of the structure stiffened thereby has Project No:02-335 Approv.Dy: RL E3 progress or Work. Tests, will be done by Owner except that retesting of rejected been properly aligned. Sequence the placing of welds to avoid materials and installed Work, shall be done at Contractors expense. distortion. EXISTING BEAM Drawn Dy: CL5 Date: 1/12/02 Minimum ultimate compressive strength of concrete at 28 days One sided plate or clip angle web shear connections are not permitted shall be 3,000 psi. unless specifically detailed on the drawings. Checked By: RLE3 Scale: NOTE[) Portland Cement: ASTM c 150, Type 11. Tubular and box sections shall be completely seal welded at all joints, Fly -Ash: ASTM C618, Type F. seams, splices, and ends. L EXISTING Normal Weight Aggregates, ASTM C 33. Steel to steel bearing surfaces shall be planed to true beds. ANGLE IXIXI/6 BRIDGING AT STUB COLUMN- J015T Water: Potable. Abutting surfaces shall be closely fitted. All column and bearing WELD TO EXISTING JOISTS AND BEAN TYP, WALL 5ECTION5 stiffeners shall be millIed for full bearing over their cross section. Admixture, General: Provide concrete admixtures that contain not more than 0.1 percent chloride ions. Nonmetallic Shrinkoge-Resistant Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage AT CONCRETE TIE BM AT MASONRY WALL Air -Entraining Admixture; ASTM C260i certified by manufacturer to be compensating agents, plasticizing and water -reducing agents, complying with PROVIDE BEARING PLATE 112X 1XI0 W1 compatible with other required admixtures. ASTM C 1107, of consistency suitable for application, and a 30-minute working time, 4 - 1/21' DIA EXPANSION BOLTS W1 Water -Reducing Admixture: ASTM C494, Type A. 3-1/2" MINIMUM EMBEDMENT Primer for interior steel to be fabticator's -standard lead- and chromate -free, High -Range Water Reducing Admixture. ASTM C494, Type F-or Type G. nonospholtic, rust -inhibiting primer, Water -Reducing, Retarding Admixture; . ASTM C 494, Type D. All beam and column pieces exposed to weather to be primed with zinc rich SECTION JIM epoxy, rust -inhibiting primer. Exterior finish point shall be silicone alkyd point. SCALE: 3/4"-l'-0" NOTE!!! CONTRACTOR IS RESPONSIBLE FOR Vapor Retarder. Provide vapor retarder cover that is resistant to FIELD VERIFYING EXISTING CONDITIONS, deterioration when tested in accordance with ASTM E154, as follows, Polyethylene sheet not less than 10, mils thick. All steel fasteners and connection pieces exposed to weather to be hot -dip galvanized. DIMENSIONS AND ELEVATIONS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. __0 18 Of s 4 s GENERAL 5LECTRICAL NOTES 1. ALL CONDUIT ROUTED INSIDE OF THE BUILDING SHALL BE "EMT" WHEN CONCEALED IN WALLS OR ABOVE CEILINGS, GALVANIZED RIGID STEEL FOR EXPOSED AND UNDERGROUND OR "PVC" FOR BELOW GRADE ONLY, THE MINIMUM SIZE FOR ALL CONDUITS IS TO. BE THREE-QUARTER: INCH (3/4") OR LARGER IF REQUIRED. ALL CONDUITS ROUTED BELOW GRADE MAY BE "PVC" IF BURIED A MINIMUM OF THIRTY- SIX INCHES (36") BELOW THE FINISHED GRADE. PVC CONDUIT SHALL NOT BE ROUTED THROUGH A SLAB, OR WALL, IF A CONDUIT IS NOT AT LEAST THIRTY-SIX INCHES (36") BELOW THE FINISHED GRADE, THE CONDUIT SHALL BE CHANGED TO RIGID METAL CONDUIT. ALL CONDUITS ROUTED OUTSIDE OF THE BUILDING (ON WALLS, THE ROOF, ETC) SHALL BE GALVANIZED RIGID STEEL WITH THREADED FITTINGS. "EMT" CONDUIT MAY BE ROUTED EXPOSED INSIDE OF THE BUILDING WHERE THE CONDUIT 16 A MINIMUM OF EIGHT FEET (V-0") ABOVE THE FINISHED FLOOR AND 15 PROVIDED WITH C-OMPRE55ION FITTINGS. EXP05ED CONDUIT$ SHALL BE PAINTED TO MATCH THE SURFACE ON WHICH THEY ARE ATTACHED. 2. ALL CONDUITS SHALL BE ROUTED CONCEALED IN WALLS, ABOVE CEILINGS, BELOW THE GRADE, IN CONDUIT RACKS OR A$ NOTED ON THESE DRAWINGS. WHERE ROUTING THE CONDUIT CONCEALED 16 NOT POSSIBLE, BECAUSE OF AN EXISTING CONDITION, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR NEATLY SURFACE MOUNTING THE CONDUITS. ALL EXPOSED CONDUITS SHALL BE ROUTED PARALLEL TO THE SURFACE ON WHICH THEY ARE ATTACHED OR PERPENDICULAR WHEN ROUTED TO THE BOTTOM OF STRUCTURAL STEEL JOISTS. ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH THE SURFACE ON WHICH THEY ARE ATTACHED. 3, THE ELECTRICAL CONTRACTOR SHALL VISIT THE PROJECT 51TE PRIOR TO THE BID DATE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. THESE DRAWINGS DO NOT ATTEMPT TO IDENTIFY ALL OF THE. EXISTING CONDITIONS. PRIOR TO THE BID, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AND THE PROJECT ARCHITECT, IN WRITING, OF ANY EXISTING CONDITION WHICH WILL PREVENT THE CONTRACTOR FROM INSTALLING THE POWER, LIGHTING AND INSTALLED SYSTEM' SHOWN IN THESE CONSTRUCTION DOCUMENTS. 4. WHERE THE ELECTRICAL CONTRACTOR 15 REQUIRED TO INTERRUPT THE ELECTRIC SERVICE TO ANY PORTION OF THE EXISTING BUILDING AT THIS SITE, THEY SHALL PROVIDE A WRITTEN NOTIFICATION TO THE PROPERTY OWNER, SEVEN (1) DAYS PRIOR TO THE OUTAGE. DO NOT PROCEED WITH THE WORK UNTIL WRITTEN AUTHORIZATION HA5 BEEN RECEIVED FROM THE PROPERTY OWNER. 5. PROVIDE ALL LABOR AND -MATERIAL, NECESSARY FOR PATCHING ANY FIRE -RATED A65EMBLY WHICH 15 TO BE PENETRATED BY THE WORK OF THIS DIVISION. WHERE A CONDUITS) OR CABLE($) IS REQUIRED TO PENETRATE A FIRE -RATED ASSEMBLY, THE ELECTRICAL CONTRACTOR SHALL SEAL THE PENETRATION WITH A UL. LISTED AND APPROVED FIRE -PROOFING COMPOUND OR A U.L. APPROVED COMBINATION ASSEMBLY, AND COMPOUND. COORDINATE WITH THE PROJECT ARCHITECT FOR THE EXACT LOCATIONS OF ALL FIRE -RATED ASSEMBLIES AND PROVIDE ALL PATCHING AS REQUIRED IN THE U.L. DIRECTORY FOR THE APPLICABLE ASSEMBLY, 6. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO CUT AND PATCH ANY EXISTING SURFACES OR ANY NEW WALLS, FLOORS, CEILINGS OR EXTERIOR SURFACES A$ REQUIRED TO COMPLETE THE INSTALLATION A$ SHOUkI ON THESE DRAWINGS, VERIFY THE EXACT PATCHING MATERIALS TO BE USED WITH THE PROJECT ARCHITECT PRIOR TO CUTTING THE SURFACE. WHEN CUTTING EXISTING PARKING SURFACES, THE ELECTRICAL CONTRACTOR SHALL CAREFULLY PLAN THE CUT TO ALLOW ALL CONDUITS IN THE IMMEDIATE AREA TO BE ROUTED IN A SINGLE TRENCH. 1. SOME ITEMS OF EQUIPMENT FOR THIS PROJECT ARE EXISTING AND SHALL BE REUSED A$ NOTED. ALL OTHER MATERIALS FOR TH15 PROJECT SHALL BE NEW AND FREE OF DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING AND OBTAINING NEW EQUIPMENT FOR ALL ITEMS OF ELECTRICAL EQUIPMENT WHICH ARE FOUND TO HAVE A FAULT(8), A SHORT($), ANY BREAK IN THE MATERIAL, ANY CRACK AND ALL OTHER ELECTRICAL INCONSISTENCIES. ALL PRODUCTS SHALL BEAR THE UL. LABEL AND SHALL BE PURCHASED SPECIFICALLY FOR TH15 PROJECT. 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE PHASE COLORING FOR ALL CONDUCTORS. THE COLORING MAY BE THE OUTER1HERMOPLA5TIC JACKET OF THE CONDUCTOR (COLORED) OR BY USING COLOR TAPE. MAKE SURE THAT COLOR IDENTIFICATIONS ARE VISIBLE AT ALL JUNCTION BOXES, PANELBOARDS, DISCONNECT SWITCHES, ENCLOSURES, CABINETS, PULL -BOXES AND EQUIPMENT TERMINATION POINTS. COLOR CODING SHALL. BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL AUTHORITY HAVING JURISDICTION. ' 9. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE OTHER TRADES ON THIS PROJECT. PRIOR TO COMMENCEMENT OF WORK, THE ELECTRICAL CONTRACTOR SHALL IDENTIFY THE EXACT LOCATION($) FOR ALL NEW EQUIPMENT WHICH IS PROVIDED BY'THI$ DIVISIONS. VERIFY THE EXACT CONNECTION TYPE($) FOR EACH ITEM OF EQUIPMENT AND PROVIDE ALL JUNCTION BOXES, FLEXIBLE CONNECTIONS, CONTACTORS, CONDUITS AND CONDUCTORS NECESSARY FOR EACH ITEM OF EQUIPMENT' TO PROPERLY OPERATE WHEN THE INSTALLATION 15 COMPLETE, WHERE A QUESTION EXISTS REGARDING THE RESPONSIBILITY FOR CONNECTION OF 'A PARTICULAR ITEM OF EQUIPMENT, THE CONTRACTOR$ INVOLVED SHALL REFER TO THE GENERAL CONTRACTOR FOR CLARIFICATION. THE FINAL CONNECTION TO ANY ITEM OF MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE METALLIC CONDUIT (FOR EQUIPMENT LOCATED WITHIN THE BUILDING) OR WITH WEATHER-PROOF FLEXIBLE METALLIC CONDUIT (FOR EQUIPMENT LOCATED ON THE OUTSIDE OF THE BUILDING OR AS OTHER W15E NOTED) AND ALL FITTINGS SHALL BE WEATHER-PROOF, 10. THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT INTEND TO REFLECT THE EXACT OR ACTUAL FIELD CONDITIONS, THE ELECTRICAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE TO BE KNOWLEDGEABLE.ABOUT ALL OF THE EXISTING CONDITIONS. THERE WILL BE NO ADDITIONAL CHARGES ALLOWED AFTER AWARD OF THE CONTRACT DUE TO AN EXISTING CONDITION WHICH COULD BE OBSERVED PRIOR r0 THE BID. 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A NEW PHENOLIC LABEL FOR EACH MAJOR ITEM OF ELECTRICAL EQUIPMENT. THE LABEL SHALL BE RED WITH WHITE ENGRAVED LETTERING. THE LABEL SHALL BE A MINIMUM OF TWO INCHES (2") HIGH BY FOUR INCHES (4") WIDE. PERMANENTLY MOUNT THE LABEL TO THE FACING COVER OF THE ELECTRICAL EQUIPMENT, ITEMS TO BE LABELED SHALL INCLUDE (BUT ARE NOT LIMITED TO) PANELS, CONTROL CABINETS, DISCONNECT SWITCHES, TIME CLOCKS, CONTACTOR$, RELAYS, INSTALLED SYSTEMS TERMINATION CABINETS, PENDANT MOUNTED EQUIPMENT AND SINGLE POINT (DEDICATED) RECEPTACLES, THE LABEL SHALL BE SIZED TO ALLOW FOR THE PANEL AND CIRCUIT NUMBER, TO BE ENGRAVED. WHERE A PANEL, TERMINAL CABINET OR OTHER ITEM OF EQUIPMENT 15 TO BE LABELED, INCLUDE THE NAME OF THE PANEL, THE VOLTAGE AND PHASE AND, THE ORIGIN FOR ITS CIRCUITRY. 12. ALL CONDUCTORS SHALL BE COPPER TYPE "THWN". THE MINIMUM 51ZE FOR ALL 120/205 VOLT POWER CONDUCTORS SHALL BE 012 AWG. ALL CONDUCTORS SHALL BE PROVIDED WITH A COLOR CODING AS REQUIRED HEREIN. 13. ALL LIGHTING FIXTURES SHALL BE NEW AND SPECIFICALLY PURCHASED FOR THIS PROJECT. ALL LIGHTING FIXTURE$ SHALL BE THROIIGHLY CLEANED PRIOR TO A REQUEST FOR FINAL INSPECTION OF, THIS FACILITY. LENS SHALL BE WASHED OR CLEANED, LOUVERS SHALL BE CLEANED OF DUST AND DEBRIS, LAMPS SHALL BE OPERABLE AND SWITCHING SHALL OPERATE AS SHOWN ON THESE DRAWINGS. ALL LAMPS SHALL BE PURCHASED FROM THE SAME "LOT ORDER" FOR THIS PROJECT, WHERE A FIXTURE 15 PROVIDED WITH ADJUSTABLE OPTICS, THE ELECTRICAL CONTRACTOR SHALL AIM THE LIGHT FIXTURE A$ DIRECTED BY THE U. 6. POSTAL SERVICE PROJECT MANAGER PRIOR TO OPERATING ANY FLUORESCENT DIMMERS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A MINIMUM OF FORTY (40) HOUR BURN TIME AT HUNDRED PERCENT (100%) LIGHT OUTPUT. 14. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A RECORDED TEST OF THE INSTALLED GROUNDING SYSTEM AT THIS FACILITY. THE TESTING PROCEDURE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "IEEE" FOR THE "FALL -OF -POTENTIAL" (THREE POINT) METHOD. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A TYPED COPY OF THE TEST RESULTS, ON THEIR COMPANY LETTERHEAD, WHICH IDENTIFIES THE TESTS PERF OWED AND THEIR SPECIFIC RESULTS. ALL GROUND ROD$ SHALL BE ACCESSIBLE FOR TESTING AND INSPECTION BY MEANS OF A TRAFFIC RATED COVER PLATE OVER A CONCRETE SLEEVE IN THE GROUND. MAXIMUM RESISTANCE SHALL BE FIVE (5) OHMS. - LIGHTING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION SLA SURFACE MOUNTED, ROUND COMPACT FLUORESCENT LIGHT FIXTURE WITH LOW IRIDESCENT ALUMINUM REFLECTOR, THE HOUSING SHALL BE SPUN ALUMINUM WITH A WHITE FINISH. ALL METAL PARTS SHALL RECEIVE A RUST INHIBITIVE COATING BEFORE APPLICATION OF THE FINISH COAT: THE FINISHED COAT SHALL BE'BAKED WHITE ENAMEL. PROVIDE THREE (3) 342-T-EB/GX24Q-4 FOUR (4) PIN LAMPS WITH ELECTRONIC BALLAST. FIXTURE SHALL BE INFINITY #PHC13/12-342T-EB-05-WHITE, 120 VOLT, OR APPROVED EQUAL. SLB FOUR (4) POLE MOUNTED, H.I.D. SITE LIGHT FIXTURES WITH ARM MOUNTING BRACKETS AND ADJUSTABLE OPTICS. THE FIXTURE HOUSING SHALL BE ONE-PIECE DIE FORMED ALUMINUM WITH EXTRUDED ALUMINUM FRAME WITH ONE-PIECE IMPACT RE516TANT LENS AND HEAVY DUTY PORCELAIN BASE 4KV RATED. THE FIXTURE SHALL BE EMCO"EC-A-18-4-3H-250HP5-VND-BRP-FU5ING, 20a VOLT. PROVIDE ONE (U 250 WATT HIGH PRESSURE SODIUM LAMP. MOUNT THE FIXTURE ON A THIRTY-FIVE FEET (35'-09 POLE. REFER r0 "SITE LIGHTING DETAILS" FOR ADDITIONAL INFORMATION. THE POLE SHALL BE UNITED LIGHTING 5TANDARDS 1RT5-35-8511-D4-BRP. POLE AND FIXTURE MAY BE SUBSTITUTED BY SUBMITTING COMPUTERIZED POINT-TO-POINT CALCULATIONS IN AUTOCAD AND PAPER COPY. POLE 16 MOUNTED ON TOP OF A THREE FEET (3'-0") CONCRETE PEDESTAL. PROPOSED ELECTRICAL SITE PLAN NOTES O ROUTED A NEW THREE-QUARTER INCH (3/4") CONDUIT WITH THREE (3) 010 THU.N, CU. TO THE BRANCH CIRCUIT PANEL A$ NOTED VIA CONTACTOR No. I FOR CONTROL OF THE TYPE "5LA" LIGHT FIXTURES SHOWN. REFER TO "SCHEMATIC DIAGRAM No. I" FOR ADDITIONAL INFORMATION. THE CONDUIT SHALL BE CONCEALED ABOVE THE NEW SIDEWALK CEILING AND ABOVE ANY EXISTING CEILING WITHIN THE BUILDING. O ROUTED A NEW THREE-QUARTER INCH (3/4") CONDUIT WITH THREE (3) 110 THW, CU. BE CONCEALED ABOVE THE NEW SIDEWALK CEILING. V ROUTED A NEW THREE-QUARTER INCH (3/4") CONDUIT WITH THREE (3)112 THWN, CU. BE CONCEALED ABOVE THE NEW SIDEWALK CEILING. O APPROXIMATE LOCATION OF EXISTING METER, PANEL "H", TIME CLOCK, CONTACTOR AND TERMINAL CABINET. REFER TO THE "PARTIAL POWER RISER DIAGRAM" FOR ADDITIONAL INFORMATION. O APPROXIMATE LOCATION OF THE EXISTING PARKING LOT LIGHT AND POLE, THIS POLE AND BASE SHALL BE REMOVED DURING THI6 RENOVATION. THE CONTRACTOR SHALL DISCONNECT THE BRANCH CIRCUIT CONDUCTORS BACK TO THE SOURCE AND CAP THE CONDUIT SIX INCHES W9 BELOW THE FINISHED GRADE. O APPROXIMATE LOCATION OF THE EXISTING PARKING LOT LIGHT AND POLE. THIS POLE AND BASE SHALL BE REMOVED DURING THIS RENOVATION. THE CONTRACTOR SHALL DISCONNECT THE BRANCH CIRCUIT CONDUCTORS BACK TO THE SOURCE. THE EXISTING ONE AND ONE -QUARTER INCH (1-1/4") CONDUIT, THE CONDUIT BACK TO THE EXISTING TERMINAL CABINET, SHALL BE EXTENDED TO A JUNCTION BOX AT THE BASE OF THE NEW POLE AS NOTED. THE EXISTING BRANCH CIRCUIT CONDUITS TO THE OTHER POLES SHALL BE CAPPED AT SIX INCHES (6") BELOW THE FINISHED GRADE. O PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE -QUARTER INCH (I-1/4") CONDUIT FROM THE NEW TYPE "SLB" POLE TO THE EXISTING CONDUIT FROM THE POLE BEING REMOVED IN NOTE 6 ABOVE. THE NEW CONDUIT SHALL BE SHALL BE ROUTED A MINIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISHED GRADE. ROUTE TWO (2) 04 THUiN, CU, AND ONE (1)'6 THUN, GU., GROUND CONDUCTORS FOR THE NEW SITE LIGHTING AS NOTED, THE CONTRACTOR SHALL INSTALL THE NEW CONDUCTORS FROM THE NEW TYPE "SLB" POLE, BACK TO THE NEW PANEL AS NOTED VIA CONTACTOR No. 1. REFER TO "SCHEMATIC DIAGRAM No. FOR ADDITIONAL INFORMATION. O PROVIDE, INSTALL, AND CONNECT A NEW ONE INCH 09 CONDUIT WITH TWO (2) 16 THWN, CU. CONDUCTORS AND ONE (I) ra THUM, CU., GROUND CONDUCTOR FOR THE NEW SITE LIGHTING AS NOTED, O PROVIDE, INSTALL AND CONNECT A NEW ONE INCH (19 CONDUIT WITH THREE (3) 110 THWN, CU. CONDUCTORS FOR THE NEW 51TE LIGHTING AS NOTED. 10 PROVIDE, INSTALL AND CONNECT A NEW THREE-QUARTER INCH (3/4") CONDUIT WITH THREE (3) 010 THWN, CU. FOR POWER TO THE IRRIGATION CONTROLS. ROUTE THE CONDUIT TWENTY-FOUR INCHES (24") BELOW FINISHED GRADE TO PANEL AS NOTED. REFER TO "SCHEMATIC DIAGRAM No. I" FOR ADDITIONAL INFORMATION, II PROVIDE, INSTALL AND CONNECT A CAST METAL, WEATHER-PROOF OUTLET BOX SUPPORTED ON A THREE-QUARTER INCH (3/4") RIGID STEEL CONDUIT, THE CONDUIT SHALL BE SIX INCHES W9 ABOVE THE FINISHED GRADE AND SUPPORTED FROM A CONCRETE BASE. PROVIDE A MOTOR RATED, 120 VOLT, THIRTY AMP, (30A) TOGGLE SWITCH WITH A LOCKING WEATHER-PROOF COVER FOR LOCAL DISCONNECT OF THE IRRIGATION CONTROLS. COORDINATE THIS INSTALLATION WITH THE IRRIGATION SYSTEM CONTRACTOR. ROUTE A ONE-HALF INCH (1/2") FLEXIBLE WEATHER-PROOF CONDUIT FROM THE OUTLET BOX TO THE IRRIGATION CONTROL PANEL AS REQUIRED. 12 PROVIDE AND INSTALL A NEW POLE AND BASE AS SCHEDULED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A REGISTERED STRUCTURAL ENGINEER TO SIZE THE CONCRETE POLE BASE. PROVIDE THE STRUCTURAL ENGINEER WITH THE POLE INFORMATION, LIGHT FIXTURE INFORMATION AND A COPY OF THE POLE BASE DETAILS INCLUDED IN THESE DRAWIN65 FOR THEIR CALCULATIONS. REFER TO THE "POLE BASE DETAILS" FOR ADDITIONAL INFORMATION. 13 PROVIDE AND INSTALL A NEW JUNCTION BOX IN THE FASCIA OF THE NEW STORE FRONT FOR FUTURE CONNECTION OF THE STORE SIGN. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE HEIGHT AND LOCATIONS. ROUTE A THREE- QUARTER INCH (3/4") CONDUIT TO THE RESPECTIVE TENANT PANEL AND PROVIDE A PULL -STRING WITH A LABEL ON EACH END OF THE STRING. 1 ARCHI'I'EC'FS / PLANNERS 5744 Canton Cove Suite 100 Winter S rin e F 3 7 - 0 p g L 200 678 /`. Pit: 407.696.7799 V� Fax: 407.696.8634 I _ - -. ._ __ _._-..-..... _ _� t1� 4.T_. . ..L _�__.._...._-......._..r.w..._ _..__......_-.. _..0 A4 S L A .J_ N S I :IV .T _ _ .YL.. _ t" i C - .. .. •YY..- ..„ -•. m..... . ___... _ ..._ ... ,- .w..�•_...++...+.+..........-. ......_......-...-..... _....._.. ._ � ..._- _ �'�'_ 'hs aG•:..':'...1L -.RYJs '.__...._.._a;A�Ld _. _-Y,.Y.r.._4._ w1.3..i__t�Vs' Z' ewr .__J__�- .�'Ht ,YY_. .. r. r}`L__.._:.t:.J __t_ .. .'-Y--_ ...r __.tr ___. ___]S�` Stuhl Engineering Coneultante, Inc. I i 1860 An21e Avenue Winter Park, Florida 32789 Phone - 407-645.5815 - - Facsimile - 407. 645, 5912 Toll Free - 888.007-4874 {1 I I Florida Ell No. 0006362 SEC Project No. AR-0206 Nas E W S A N F 0 R ,. RETAIL CENTER' EXTERIOR UPGRADE INDICATES CIRCUIT NUMBER TYPICAL IJ -_-_12._.___ EAST FIRST STREET NF RDFL 771 — --- 12 2,4 I 1 12 12 (I� + ii�5!� SLB � _.1�_t } IYI F 0 R a 24 SLB 24 W. C. Lessner, Jr. 505 S. Flegler Drive 9 ! I Suite 1010 INDICATES FIXTURE TYPE TYPICAL ,I I f West Palm Beach, Florida ' I -2:4, 6:6, VIA C-I j I I. t Ger I •�' � �I 3 \ 3 3 3 2 O \� 1I 3 O 3 3 f1 a r a.. _ s ..._r__lv._.c , .�._.-nr__.Y r,.,—_. _._7... s.x_v-=�... �s-res4�-: _�._. ..s.._._. ,rx�-�r�._---r-_:_... �:.�•ec__z .. ..�--_.•ram _ .-:-e �-.v a - - -r - - -`T�,•Ct r4� �. � �1� '1'r!7 'rs�' r�-- r y^� _'S..a-•- ::s i . I. SLA S SLA SLA SLA SLA 41L,• LA _ SLA _ _SLA SLA SLA"'- 5 u. .>,�,..:z�,r..,�.� >a•••�� �.f _. _,_..._.__� ....:..._. .-........ _..,.._..._��_.., „ _ .ram ... ..�.. �_ .,_ _ � ' ✓ I� - �zrusasA SLA SLA 6LA . ,,,:.-G'`}•.••- .-........ s.. �. ., ;tf t'a,r.?-:r'"..'a�a�.:,r.t3:�....,-_.z.��,ss:.�a, t:,.. .,. ,ax, F,x.z,f .. - I-` 1 1313 trr H-5, VIA C-I-�I{ ' I 14-3, VIA C-I k _l=rJr 1 I I I/ Iil EXISTING FAMILY DOLLAR EX15TING THRIFT STORE r_ I i — --;--_ �i>Rss.�va�t-�_' "C:�.:.l;C_L- �3g•.,�.,r�. I� 1 ` � � i PROP05ED U. 5. �� 11 P05T OFFICE II '' Ip LOCATION OF EXISTING PANEL IIHII it i AND NEW PANEL IIHII Tf t" LOCATION OF EXISTING,} .. l .� HOUSE METER � 1 497 H 12,�..c - �� LOCATION OF EXISTING PARKING LOT TIME CLOCK 4 CONTACTOR r. ell I`t ( Project No: 02-335 APProv.HY: Hqii Drawn By: A6H Date:1/12/02 Checked By. JF5 ScaleNOTEP __ _ _ ---- - - -- _ - `.____ej -�,• ELECTRICAL 51TE PLAN, FIXTURE 5CWEDULE PLAN AND GENERAL NOTES PROPOSED ELECTRICAL SITE PLAN 1 SCALE ; I" -- 20-0" (� � v 19 of 20 bo 1 6 s u NOTE: THE ELECTRICAL CONTRACTOR SHALL INCLUDE, IN THEIR BASE BID, THE COST FOR HAVING A RE6I5TERED STRUCTURAL ENGINEER PROVIDE CERTIFICATION OF THE POLE BASE DESIGN. THE STRUCTURAL ENGINEER OF RECORD SHALL DETERMINE THE EXACT BASE DIAMETER, DEPTH, STRUCTURAL STEEL FOR REINFORCEMENT AND CONCRETE MATERIALS FOR TH15 BASE. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE POLE BASE IN COMPLIANCE WITH THIS DETAIL AND THE REQUIREMENTS OF THE STRUCTURAL ENGINEER OF RECORD. NOTE: DEPTH (* *) AND DIAMETER (*) OF THE GROUND WIRE LUG BOLTED CONCRETE BASE SHALL BE AS REQUIRED TO ANCHOR BOLT BY THE STRUCTURAL ENGINEER., POLE ANCHOR BOLTS INSTALLED PER BASE SHALL BE ROUND WITH ROUNDED MANUFACTURERS TEMPLATE CHAMFER AROUND TOP. 4 D ' 0 POURED CONCRETE BASE o• THERMITE WELD ANCHOR 3 _011 BOLT AND LIGHTNING CONDUCTORS. o FIN15PED GRADE REFER TO "GROUND �1! = 11- ROD DRYWELL DETAIL z, i-�1►1:-,II=i{I{~I►i FOR PIPE SLEEVE. ° 36" MIN. #8 BARE COPPER GROUND WIRE ° v � � 9 RACEWAY(,,) SIZE AS REQUIRED FOR NUMBER OF CONDUCTORS 20`-0" :o REINFORCING RODS AS REQUIRED COPPER -WELD BY STRUCTURAL ENGINEER DRIVEN GROUND fl; : ° • �. ROD I STRUCTURAL TIES AS REQUIRED BY STRUCTURAL ENGINEER SITE LIGHTING DETAIL. No, 2 (TYPICAL POLE BASE DETAIL) NO SCALE 10 6 EXISTING PULLBOX 0 r:0 I ) J_�II // / I F..___I t'� t ! EXISTING METER t `�- { NEW PANEL "H" I? { 3 FINISHED GRADE ! PROPOSED POWER RISER DIAGRAM NO SCALE PARTIAL POWER RISER DIAGRAM NOTES O THI5 METER IS EXISTING AND SHALL REMAIN DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATE WITH THE LOCAL UTILITY AUTHORITY FOR ALL RELATED WORK, O TH15 EXISTING ELECTRICAL SERVICE SHALL REMAIN DURING THE CONSTRUCTION OF THIS PROJECT, O THIS EXISTING FEEDER AND CONDUIT SHALL BE REMOVED AND REPLACED DURING THE CONSTRUCTION OF THIS PROJECT. REFER TO THE "PROPOSED POWER R15ER DIAGRAM" FOR ADDITIONAL INFORMATION. O THIS EXISTING HOUSE PANEL SHALL BE REMOVED AND REPLACED DURING THE CONSTRUCTION OF THIS PROJECT. REFER TO THE "PROPOSED POWER RISER DIAGRAM" FOR ADDITIONAL INFORMATION. Q THIS EXISTING ENCLOSURE CONTAINS THE TIME CLOCK AND CONTACTOR FOR THE EXISTING PARKING LOT LIGHTS. THE ENCLOSURE AND DEVICES SHALL BE REMOVED AND REPLACED DURING THE CONSTRUCTION OF THIS PROJECT. REFER TO THE "PROPOSED POWER RISER DIAGRAM" FOR ADDITIONAL INFORMATION. O WE ARE NOT SURE WHAT 15 IN THI5 EXISTING ENCLOSURE. THE CONTRACTOR SHALL VERIFY WHAT 15 INSIDE AND EXTEND ANY EXISTING CIRCUITS TO THE NEW HOUSE PANEL "H" AS REQUIRED, REFER TO THE "PROPOSED POWER RISER DIAGRAM" FOR ADDITIONAL INFORMATION. (D THIS EXISTING ONE AND ONE -QUARTER INCH (1-1/4") CONDUIT FEEDS THE PARKING LOT LIGHTS AND SHALL BE REUSED DURING THE CONSTRUCTION OF THIS PROJECT. REFER TO THE "PROPOSED ELECTRICAL 51TE PLAN" AND THE "PROPOSED POWER R15ER DIAGRAM" FOR ADDITIONAL INFORMATION. O PROVIDE, INSTALL AND CONNECT A NEW ONE HUNDRED AMP (100A) FEEDER FROM THE EXISTING METER TO THE NEW PANEL. ROUTE FOUR (4) *3 THWN, CU. IN A ONE AND ONE -QUARTER INCH (1-1/4") CONDUIT. O PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM AT THIS FACILITY FOR THE NEW HOUSE PANEL "H" AS NOTED. REFER TO THE "ELECTRICAL SERVICE GROUNDING DETAILS" FOR ADDITIONAL INFORMATION, I0 PROP05ED LOCATION OF ENCL06URE FOR NEW TIME CLOCKS AND CONTACTORS. REFER TO THE "SCHEMATIC DIAGRAMS" FOR ADDITIONAL INFORMATION. SIZE THE ENCLOSURE TO HOUSE ALL OF THE TIME CLOCKS AND CONTACTORS. THE ENCLOSURE SHALL BE NEMA 3R AND SHALL BE PROVIDED WITH A LOCKABLE FRONT COVER PROVIDE AN ENGRAVED PHENOLIC LABEL ON THE COVER OF THIS ENCLOSURE. II PROVIDE NEW CONDUIT FROM THE EXISTING ENCLOSURE TO THE NEW PANEL AS NOTED, THE ELECTRICAL CONTRACTOR SHALL EXTEND ALL EXISTING CIRCUITS TO THE NEW PANEL AS REQUIRED FOR CONTINUATION OF SERVICE TO ANY EXISTING BRANCH CIRCUIT DEVICES NOT BEING REMOVED DURING THI5 RENOVATION. COORDINATE WITH THE PROPERTY OWNER AND THE PROJECT ARCHITECT. I? PROVIDE, INSTALL AND CONNECT A NEW TRANSIENT VOLTAGE SURGE SUPPRESSOR (TY65) A5 REQUIRED FOR THE 120/208 VOLT, 3 PHASE, 4 WIRE PANEL A5 NOTED. REFER TO THE "SCIA" VALUES SHOWN ON THE 4POWER RISER DIAGRAM" AND REFER TO THE "TRANSIENT VOLTAGE SURGE 6UPPRE65ION (TY55) CONNECTION DIAGRAM" FOR ADDITIONAL INFORMATION AND CONNECTION REQUIREMENTS. EXISTING PANEL "H" 4 6 3 EXISTING PULLBOX I I i EXISTING METER ? t ! FINISHED GRADE f ! � t X15TING TIME CLOCK AND LIGHTING CONTACTOR EXISTING POWER RISER DIAGRAM NO SCALE LIGHTING ROD. REFER TO "SITE LIGHTING DETAIL No. 3" FOR ADDITIONAL INFORMATION. FIXTURE TYPE "SLB" OR "SLC" AS NOTED. REFER TO THE "LIGH- FIXTURE SCHEDULE". POLE (HEIGHT AND FINISH AS NOTED ON "LIGHT FIXTURE SCHEDULE") E3ASE PLATE ROUNDED i" CHAMFER AROUND NOTE: PROVIDE COMPACTION OF THE u., SOIL AROUND THE PRECAST <I POLE BASE. a FINISHED GRADE . y � 11 I a I �- ! . -1I I�- � • ANCHOR BOLTS s NOOKS r 1 f - I , .: tf��L{� - * NOTE: DEPTH AND DIAMETER OF PER MANUFACTURER•� I I f r- CONCRETE BASE AS NOTED (MIN. 40 LONG) T- ' • ' .= } / ON "SITE LIGHTING DETAIL No. 2". CONCRETE BASE SITE LIGHTING DETAIL No. 1 (TYPICAL 517E LIGHTING FIXTURE DETAIL - NO SCALE TYPICAL FOR "SLB AND "SLC") VERIFY HEIGHT OF ROD PRIOR TO INSTALLATION• PROVIDE CAST BRONZE BASE WITH 1/0 B.G. GROUND CONDUCTOR. — --MOUNT AIR TERMINAL ON TOP OF THE POLE. THE TERMINAL SHALL EXTEND ABOVE THE FIXTURE AS REQUIRED TO PROVIDE A 45 DEGREE CONE OF PROTECTION FOR THE ENTIRE FIXTURE. MINIMUM LEGTH SHALL BE THREE FEET T OVE FIXTURE. :X CONE OF PROTECTION IS TYPICAL FOR ALL FIXTURES. SITE LIGHTING FIXTURE TYPE AS REQUIRED BY THE "LIGHTING FIXTURE SCHEDULE". REFER TO THE "LIGHTING FIXTURE SCHEDULE" FOR THE HEIGHT AND TYPE OF POLE. SITE LIGHTING DETAIL No. 3- (TYFIC;AL LIGHTNING ROD DETAIL) NO SCALE TIME CLOCK No. I (TG-1), INTERMATIC v 'ETI030, THE PHOTOCELL SHALL %5 I�J_l SHALL CONTROL THE "ON" AND THE TIME CLOCK SHALL CONTROL THE "OFF". t � � <I <[ ,-__ :E LOCATE THIS DEVICE IN THE HOFFMAN 3 u 3 -i =► ENCLOSURE. PHOTOCELL, �W V O o INTERMATIC 'K4321 00 000 THE CONTRACTOR SHALL PROVIDE AND INSTALL A LABEL ON s s I-) IQ -PERMANENT EACH CONDUCTOR I I INDICATING PANEL AND I I BRANCH CIRCUIT NUMBER TYPICAL FOR ----- ALL PHASE CONDUCTORS. I I I UNLATCHING I I G J_ J I II LATCHING LY-j L-� ROUTE CONDUIT AND ( CIRCUITRY TO PANEL "H" Y ��[ U u FOR CONTROL POWER "CONTACTOR No. I", (C-U SQUARE D 'LXG80, MECHANICALLY HELD, 8 POLE LIGHTING ROUTE THESE CIRCUITS CONTACTOR, IN NEMA 3R ENCLOSURE WITH TO PANEL "H" WITH CIRCUIT 120 VOLT COIL. CONNECTION AS NOTED. SCHEMATIC DIAGRAM No. 1 NO SCALE . PANEL DESIGNATION - "H" SEC PROJECT No. - AR-0205 (NEW BRANCH CIRCUIT PANEL) PANEL VOLTAGE - 120/208 VOLT, 3 PHASE, 4 WIRE AND GROUND MAIN SERVICE DISCONNECTING PROVIDE GROUND BUS AT MEANS OR SWITCHGEAR AS SHOWN SERVICE EQUIPMENT, ON POJJER RISER DIAGRAM. CONNECT 01/0 COPPER TO BUILDING AND FOUNDATION STEEL 0I/0 COPPER PROYIDE AND INSTALL A TEN INCH (10") METAL PIPE SLEEVE AROUND THE GROUND 1 I TO COLD WATER SERVICE ROD AT THE FINISHED GRADE TO ALLOW I I I t ENTRANCE METAL PIPE, FOR INSPECTION OF THE WELDS. PROVIDE SIZE PER N.E.G. ARTICLE 250 A ROUND METAL COVER OVER THE GROUND ROD INSPECTION PIPE, TYPICAL FOR EACH e= GROUND ROD INSTALLATION, �P �,� a y TO 150LATED GROUND BUS OF ANY ISOLATED GROUND PANELS (TYPICAL) GROUND �4 �� I - 16 COPPER TO TELEPHONE DELTA TERMINAL BOARD. VERIFY EXACT LOCATION IN FIELD. \ 01/0 COPPER i r 10'-0" (APPROX.) PROVIDE EXOTHERMIC WELDS DRIVE GROUND RODS INTO AT ALL RODS A$ REQUIRED. EARTH VERTICALLY 50 _ THAT TOP OF RODS ARE = �3/4"X20' COPPER CLAD 1'-0" BELOW GRADE GROUND ROD (TYPICAL.) NOTES: AN INCREASE IN ANY GROUND CONDUCTOR SHALL BE MADE TO ACHIEVE A MAXIMUM OF 5 OHMS (RESISTANCE) TO GROUND AT MAIN SERVICE DISCONNECT SWITCH. ACCURATELY MEASURE THE RESISTANCE TO GROUND USING THE FALL -OF POTENTIAL METHOD. PROVIDE A REPORT TO THE ENGINEER OF TEST. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SERIES OF GROUNDING ELECTRODES AS NOTED ON THIS SHEET. THE NEW GROUNDING ELECTRODES SHALL BE REQUIRED AT THE POINT OF ORIGINATION OF THE MAIN SERVICE ENTRANCE CONDUGTORS FOR THIS FACILITY. THE ELECTRICAL CONTRACTOR SHALL TEST THE NEW GROUNDING SYSTEM USING THE FALL -OF -POTENTIAL METHOD AND ACCURATELY RECORD THE RESULTS. THE MAXIMUM RESISTANCE TO GROUND FOR THIS SYSTEM SHALL BE FIVE (5) OHMS AND THE CONTRACTOR SHALL ADD GROUND RODS AS REQUIRED TO ACHIEVE THIS REQUIREMENT. THE SERVICE GROUNDING CONDUCTORS SHALL BE EXOTHERMICALLY WELDED TO THE GROUNDING ELECTRODES AND SHALL BE CONNECTED TO THE METAL COLD WATER SERVICE USING A 5PL1T-BOLT TYPE CONNECTOR SCHEMATIC DIAGRAM OE GROUNDING SYSTEM NO SCALE WHERE THE GROUND ROD DRYWELL WILL BE INSTALLED IN AN AREA SUBJECT TO VEHICLE TRAFFICE, USE A TRAFFIC RATED (METAL) COVER PLATE. WHERE THE GROUND ROD DRYWELL WILL BE LOCATED IN A PLANTING AREA OR NON -VEHICLE TRAFFIC AREA, USE A CONCRETE COVER PLATE. THE COVER PLATE SHALL EXTEND ONE INCH (I") AROUND FINISHED GRADE OR THE PVC PIPE, FINISHED PAVING GROUNDING CONDUCTOR REFER TO THE"SCHEMATIC DIAGRAM" ABOVE FR 51ZES �I I) _ III I IIII OF CABLES REQUIRED AT EACH GROUND �IIII ROD DRYWELL AND TO EACH GROUNDED PROVIDE EXOTHERMIC WELDING OF SOURCE. ALL CONDUCTORS SHALL USE THE GROUNDING CONDUCTORS TO THE "SWEEP" ELBOW CONNECTIONS AND SHALL GROUND ROD. THE WELD SHALL BE NOT TERMINATE AT A NINETY DEGREE (900) MADE USING "SWEEP" ANGLES. THE' ANGLE (PERPENDICULAR) TO THE GROUND CABLES SHALL NOT TERMINATE IN A ROD OR TO ANOTHER CABLE. PERPENDICULAR MANNER �IIII 10" LONG X 10" DIAMETER SECTION OF SCHEDULE 80 WHITE PVC PIPE PROVIDE A MINIMUM OF TWO INCHES (2") COMPACT THE SOIL AROUND THE OF WASHED GRAVEL FILL AT THE BOTTOM PVC DRYWELL TO INSURE STABILITY OF THE DRYWELL ASSEMBLY OF THE DRYWELL ASSEMBLY GROUND ROD DRYWELL DETAIL NO SCALE ELECTRICAL. SERVICE GROUNDING DETAILS MAIN 51ZING - 100 MAIN CIRCUIT BREAKER BUS SIZING - 100 AMP BUSSING MOUNTING - SURFACE ON EXTERIOR WALL NEMA 3R ENCL05URE LOCATION - IN BACK OF BUILDING CIRCUIT NUMBER LOAD DESCRIPTION BREAKER SIZE VA PER PHASE NOTES CIRCUIT NUMBER LOAD DESCRIPTION BREAKER SIZE VA PER PHASE NOTES O A 0 B 0 C O A 05 0 C I TIME CLOCK No. 1 4 CONTACTOR No. 1 20A-IP 400 2 PARKING LOT LIGHTING 2OA-2P 1,500 3 UNDERCANOPY LIGHTS 20A-IP 1200 �% 4 PARKING LOT LIGHTING ""' %:'���'-' ., i 100 ,5 / 5 UNDERCANOPY LIGHTS 20A-IP % ; %�,/� 1,400 6 PARKING LOT LIGHTING 2OA-2P ;;': j�;� '%; ,,/�;�; 1,250 1 SPARE BREAKER 20A-IP "+"" ,f �� 8 PARKING LOT LIGHTING ""' 1,250 9 SPARE BREAKER 20A-IP j/ """' j 10 EXISTING SHOPPING CENTER PYLON SIGN 20A-IP 1,000 , ;' II SPARE BREAKER 2OA-IP ! """' 11 IRRIGATION CONTROLS 20A-IP %''i ":'% 500 13 SPARE BREAKER 20A-IP +'+++'+ ���� j 14 SPARE BREAKER 20A-IP 15 TV$$ PROTECTION 3OA-3P %,%�� 100 /� / 16 SPARE BREAKER 20A-IP 11 TYSS PROTECTION '+"+ %���� �`� 100 18 SPARE BREAKER 20A-IP%ice ' """` 19 TVSS PROTECTION ++"+ 100j 20 SPARE BREAKER 20A-IP 500 1,300 1,500 2,150 2,500 1,150 PHASE LOADING - PHASE "A" : 3,250 VA PHASE "B" = 3,800 VA PHASE "C" = 3,250 VA CONNECTED KVA : 11.0 TOTAL DEMAND AMPS = 30 AMPS DEMANDED KVA = 11.0 FEEDER SIZING - REFER TO THE TOWER RISER DIAGRAM" PANEL NOTES - I. THE BASIS OF DE51GN FOR TNI5 PANEL 15 SQUARE D, "ROOD" STYLE PANELBOARD WITH PLUG -ON CIRCUIT BREAKERS. 2. PROVIDE THIS PANEL WITH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION. 3. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING "PANEL 'H' - 1201208 VOLT, 3 PHASE, 4 WIRE." 4. THE ENGRAVED LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH SCREWS. 5. THE BRANCH CIRCUIT BREAKERS IN THIS PANEL SHALL BE FULLY RATED FOR 22000 A.I.G. SYM RMS. 6. THIS PANEL SHALL BE FULLY BRACED AND BUSED FOR 22,000 A.I.C. 5YM. RMS. 1. PROVIDE THIS PANEL WITH A NEMA 3R ENCLOSURE AND COVER. THE COVER SHALL BE PROVIDE WITH A LOCK. dos ip- J Project, -No: 02-335 Approv.By: Nut✓ Drawn By:. AW Date:1/12/02 Checked By: f15 . Scale:NOTEP PANE. DETAIL5 AND POWER RI5ER DIAGRAM sre am- jr-Ima Nimes 2 0 2 4 Ej