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HomeMy WebLinkAboutCONSTRUCTION PLANS16 INDEX OF" / ---- IT E CTUA L -- - PRODUCTION FAC L TY FORM M �afa. TRIAL aa N14Y,g&�2 ,10R T ' " F t � �"11.1 f^Awl WINGS . § FLOOR PUI&I PLAN ww r" T OELEVATIONS NOTESBUILDING SECTION / MECHANIC AL 2.1 FLOOR PLAN/ISOMET M2.2 NOTES tim P2.1 ^ r 2.2 C 14 EU a a F OU'm LEGENDS E3,1 LIGHTING PLAN E3,2 POWER k PLAN fi LECTR�CAL SCHEDULES -PRODUCTION ES -PRODUCTION BUILDING i 310lii Ind " st Fork Pierce ` FL QA6 Harr d' T, Inw , LOCATION MAP SCALE: Not t0 Scale i. 410100Pe^ IS (IgNvov S'T. Lti CrE COUNTY FIRE DISTRICT REvIENNT�D FOIL COMPLIANCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHED REN ISION SgEFiT REVIEWED BY: DATE: . § FLOOR PUI&I PLAN ww r" T OELEVATIONS NOTESBUILDING SECTION / MECHANIC AL 2.1 FLOOR PLAN/ISOMET M2.2 NOTES tim P2.1 ^ r 2.2 C 14 EU a a F OU'm LEGENDS E3,1 LIGHTING PLAN E3,2 POWER k PLAN fi LECTR�CAL SCHEDULES -PRODUCTION ES -PRODUCTION BUILDING i 310lii Ind " st Fork Pierce ` FL QA6 Harr d' T, Inw , LOCATION MAP SCALE: Not t0 Scale i. 410100Pe^ IS (IgNvov S'T. Lti CrE COUNTY FIRE DISTRICT REvIENNT�D FOIL COMPLIANCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHED REN ISION SgEFiT REVIEWED BY: DATE: u s t 11 C O R fulls P O R A T I O N rVl a architecture 505 Ka sas Woods Court Orland , FI ida 32824 phone 407.43 .3008 fax 407.43 3006 e-mail Iq2@Bel outh.net 000251 NOTES/SYMBOLS: 1. The General Contractor, all Subcontractors and suppliers, by working on, or providing mate hereby agree to comply with all local, state and federal regulations having jurisdiction over 1 comply with all governing codes, including but not limited to the latest editions of the followi 2. F 5 31s for this project s project, and to i• Florida Building Code (2001) Florida Mechanical Code (2001) Florida Plumbing Code (2001) National Electric Code NFPA - 101 Life Safety Code / 2001 Florida Fire Prevention Code All other NFPA Publications and Codes ANSI -A - 117.1 Handicap Code Accessibility Requirements Manual, State of Florida Department of Community Affair State Adopted Elevator Code State Energy Policies/Manuals (such as the State of Florida Energy Conservation Ma ual) The General contractor shall field verify all conditions and dimensions prior to commencing ork and shall be responsible for all work and materials including those furnished by Subcontractors. The General Contractor shall report to the Architect any errors, inconsistencies, or omissions that may be discovered. The General Contractor is responsible for correcting any errors after the Notice to Proceed which has not been brought to the attention of the Architect. The means of correcting any error must first be reviewed by the Architect. The General Contractor and all Subcontractors working on this project agree to comply with all safety and other codes and regulations, local, state and national, and to conduct themselves at all times in a manner so as to to preserve safe conditions at all times for everyone on and surrounding the project. The General Contractor shall be responsible for the security of all work areas while the job is on progress and until the job has been completed. It is the General Contractors responsibility to locate all existing utilities and protect from darr age during the contruction process. The General Contractor shall bear all expenses to repair or replace. The General Contractor shall keep one current and complete set of approved signed and s aled documents on the job at all times. 6. The General Contractor will correct all faulty, improper or inferior materials or workmanship Ivvhich occurs within one year after the completion and acceptance of the work of this project. 7. The General Contractor will perform all demolition and construction as documented, and patch and repair in a first class manner where new construction adjoins existing. Finished surfaces will be patched or repaired to match in a first class manner. During the construction process, all the debris shall be removed from thE premises and all areas shall be left in broom swept condition at all times. All unsalvageable materials removed by c emolition are to be disposed by the contractor off the project site according to local requirements. Any salvageable items will be identified by the owner, with direction given to General Contractor. 8. The Electrical Subcontractor shall wire all lighting in compliance with NEC and State of F�rida Codes. The Subcontractor will remove all abandoned or relocated conduit, dead or live, to permit installation of new H AC duct work, ceiling system, sprinkler pipe, plumbing, etc. as designed. 9. The Contractor must use specific Underwriter's Laboratories design numbered systems for enetrating rated walls, floors and ceilings. STRUCTURAL NOTES: 1. Elevations are to finished floor elevation = U-0". 2. Coordinate all required roof openings with mechanical drawings. 3. Shoring as required for the installation or modification of structural members shall be the co tractor's responsibility. DESIGN CRITERIA: WIND: Basic Wind Velocity 190 mph WIND IMPORTANCE FACTOR: 1.0 BUILDING CATEGORY: Building, Enclosed WIND EXPOSURE : Exposure B FINISHED FLOOR LOAD: Dead Load : 18 psf Live Load : 40 psf ROOF LOAD: Dead Load : 18 psf Live Load : 20 psf DRAWING NUMBER 1. Soil below footings and slabs should be compacted prior to placing concrete. 1 DETAIL BUBBLE A2-1 2. Minimum required soil bearing pressure : 2,000 psf. SHEET NUMBER 3. Any required compacted backfill below footings and slabs shall be select granular fill with a maximum 10 % passing NORTH ARROW a #200 sieve and placed in maximum 8" lifts and compacted to a minimum 98 % Modified Proctor density. N DRAWING NUMBER 1a SECTION BUBBLE 2- CONCRETE CRETE SHEET NUMBER 1. Design and construction of all concrete elements shall conform to the latest edition of the following applicable codes: ID DOOR SYMBOL ACI 301 Specifications for Structural Concrete for Buildings. ACI 318 Building Code Requirements for Reinforced Concrete. 2. Minimum compressive strength @ 28 days - footings, columns, lintels, slabs on grade: 3,000 psi. EL 1�/�A10.1 SYMBOL DEMOLITION NOTE 3. Air entrained : 5% (+/- 1 %) 0 A SYMBOL 4. Reinforcing : reinforcing bars - ASTM A-615, grade 60 O NEW NOTE Welded wire fabric: ASTM A-185 B SYMBOL 5. Anchor Bolts: ASTM A-307 CONCRETE a 6. Expansion bolts : Hilti Quik Bolts or Equal. INSULATION ❑ STRUCTURAL STEEL GYPSUM BOARD 1. Comply with the latest edition of Specification for the Design, Fabrication, and Erection of Structureal Steel for Buildings by the American Institute of Steel Construction. 2. Welding shall conform to the latest edition of Structural Welding Code - Steel, by the American Welding Society ANSI / AWS D1.1. Welding shall only be performed by certified welders. Expansion bolts : Hilti Quik Bolts or Equal. 3. Shapes and Plates: ASTM A-36 (Fy = 36 ksi) 4. Tubular Steel: ASTM A-500, Grade B (fy = 46 ksi) 5. All bolts for steel -to -wood connections shall be 3/4" diameter, A-307 and galvanized. 6. Weld: E70xx 7. Shop coat all structural steel with one coat of Fabricator's standard primer. Field touch up all bolts, welds, and abraded areas. 8. All structural steel shall be fabricated and erected in strict accordance with the requirements of AISC, 9th edition (ASD). 9. All miscellaneous steel shall be ASTM A-36, Fy = 36,000 psi (Fy = 50 ksi may be substituted). 10. All steel shall receive one coat of shop primer, red oxide, and shall be touched up in the field after welding. 11. All welding shall be in accordance with A.W.S. All welding shall be performed with E70XX electrodes, UNO. LIGHT GAUGE METAL FRAMING 1. All light gauge metal framing work shall be in accordance with AISI, latest edition. 2. Light gauge framing members shall be cold with Fy - 30,000 PSI, minimum (U.N.O.) 3. Light gauge framing shapes shall be: (Typ UNO) CSJ for studs (1 5/8" returns) CR for runners or tracks (6" x 16GA top & 6" x 16GA bottom) 4. Metal stud framing installer shall provide all accessories, including clips where required for the assemblies indicated. 5. All light gauge metal wall studs shall have the following minimum section properties: (Typ UNO) 6", 18 gauge A=0.442 inA2 Sx=0.753 inA3 Ix=2.229 inA4 provide a stud at 1'-4" O.C. and two studs under each girder truss bearing point (UNO). provide a 6"x16GA track at the top & A 6"X16GA track at the bottom of all walls. Fasten stud to track with (2) #12 TEK screws each side of stud top and bottom. Double all studs at ends of walls, corners, intersections and each side of opennings. Connect multi member studs with (2) #12 TEK screws at 12" O.C. OR 1" fillet weld at 12" O.C. 6. All light gauge framing connections shall be made with a minimum of (4) #12 self -tapping screws, U.N.O. 7. Metal stud wall base tracks shall be secured to concrete with 1/4" dia. x 2 1/2" TAPCON anchors (with washers) at a spacing of 8" o.c., stagger anchors along track. provide (2) anchors at all jamb locations. 8. Provide light gauge metal blocking at mid height of wall. See manufacturers specifications for more information. NEW PRODUCTION FACILITY FOR: CLASSIC TRUSS 3101 INDUSTRIAL AVENUE, FORT PIERCE, FL 34946 NOTICE :I tie data in this document incorporates proprietary rights of INNOVATIVE (WEST If CORPORATION -h0 serviceBrchitecWre, 505 Kansas Wood Court, Orlando, Florida 32824. Any party accepting this document does so in confidence and agrees that h shall not be duplicated In whole or in pan, nor disclose to others without the consent of INNOVATIVE QUEST II -tall service architecture Dsgn'd J. Uhran, AIA Date 07.14.03 Drwn GMX Date 05.26.04 Chk'd J.U. Date 05.26.04 Submit : 06.01.04 Scale 1"=1,4, Sheet Title General Notes/Sym 0 Sht.: 2 of 4 lCku . S t II C u R P O R A T I O Null S( O R A T I O N full s rvi a architecture AR 0014421 505 Kansa Wood Court Orlando, FI id31 32824 phone 407.43 .3008 • fax 407.43 3006 e-mail Ia2( I3el outh.net JEROME UHRAN, AIA 4 full tsa$WoodCoUrt rvi aritedure rr 505 K Orlando, Florida 32824 phone tax e-mail To: Public Works Department 2300 Virginia Avenue Ft. Pierce, Florida 34982 Attention: William Hatcher Phone :772.462.2719 Fax :772.462.1148 Date/Time: 01 November 200414:30 p.m. Project Name: Ft. Pierce Truss Plant Expansion Revised Project Location: Ft. Pierce, Florida Project Number: IQ.03028 [ x ] We are sending you: Additional Information/Resubmitted documents. William Hatcher: [ ] Fax/E.mail [ ) Memo [ x ] Transmittal [ ] Conversation Record To: I ] Architect [ x ] Owner / Client Engineer [ ] Cost Estimator [ ] Contractor ( ] Government Agency [ ] Other Please find 4 sets of plans (one sheet only) of additional information for the Classic Truss Project in Fort Pierce, Florida. I have provided new (due to field changes) and additional information for the project. The toilet rooms have been enlarged and additional information concerning the interior elevations have been revised on the same sheet. All doors have been identified and located on this document, as well. The hardware for the toilet rooms will be a push plate on the outside, and a pull plate (ADA compliant) on the interior. All other doors will be provided with lockset hardware to comply with the code. The information that you have requested concerning the door connections will come directly from the door manufacturer and door installation company (complying with the structural requirements of the code). Please note that the other requests should be addressed to the other professional working on the project -civil engineer, landscape architect, and fire sprinkler installer. Should you have any questions regarding this submittal, please contact me at 407.438.3008 at your convenience. Professionally, Jerome Uhran, AIA 2 ko M Q r--- ------ -�I A6.1 Q 1 , WOMENS TOILET g " 8 MES I I I I I I I I II I I I TOILET 4�� 1� I I 11� I 17 I 11� I I t I I I I I ED IrEbL 4� 2/A2.1 I I I I I I I ELECT. RM. I 1 i 1 I 1 r I I I I I I 14 I� I 3_ 11 I I 3/A2.1 I I I I I I I I I I I I I 12 I I I I I I I I I C 1 I I 1 I I----{ -- --- - I I 31� I I I I I I I I I i E c u6 I I I i I I I I I I I I l I I - - - - - - - - - - - - - - - I I I I I I II I I I I I I I I I I I I I I I I I I I I 10 I I I ( I I I I I I I I I I I 9 i 8 j I I I I 24'-V' II I L------------------------------------------ — I I - - - - - - - - - - - - - I ----------------I I I I I I ED vI I ID I I ED I I ED 2 I I I I I I I I I I I I I I I I I I I I 251-V 25'4" 25'-01' 25'-0" 2V-0" 25'-0" 25'-0' 25'-W 25'-0" 2V-0" 25'-0" 25'-0" sod'-Ir' I I I 1 2' I I I I I I I I I I I I I 1 PRO LICTION BLDG. FLOOR PLAN - = N 22' 0" A2.1 SCALE: /3211= 1'-01' NAPKK I UWLL HAND TOWEL TISSUE PAPER GRAB FEMININE NAPKIN ROBE DISPENSER DRYER BAR DISPENSER BAR DISPOSAL HOOK .1%1. NY ao _ M v ACII h N 04 I SOAP URINAL WATER HCSTALL BABY CHANGING DISPENSER CLOSET LAV STATIONS TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS SCALE NONE (USE AS REQUIRED) 0 6 A2.1 4 A2.1 ENLARGED ELECT. ROOM PLAN A2 1 SCALE : 1!4" = 1'-0" I _ 2 WOMENS Int.Elev. 4/A2.1 TOILET q M Sim. 4 5 ■ ■ 4 U LU wSe no c U 18 o OJ ■ ■ ■ ■ ■ \ -paQo 6 o 19 20 5 7 ■ IM.Ele 4/A2 1 ■ MENS TOILET Int.Elev. 5/A2.15/�A2.1 ■ 0 LOCKERS - N SCALE: 1/4" = 1'-0" I NOTES / SYMBOLS: ONEW 6" THICK CONCRETE SLAB -SEE STRUCTURAL. O2 PRE-ENGINEERED METAL BUILDING COLUMN & CORREGATED METAL EXTERIOR. O8x8f16 CMU WALL. a1 1/2" DIA. STAINLESS STEEL HANDICAP GRAB BARS (14-0" LONG & 14-6" LONG). O5 HANDICAP LAVATORY. O6 HANDICAP WATER CLOSET. OURINAL. OJACK TABLE. O9 PRESS. 10 AUTOM ILL SAW AND FEED. 11 ALS SAW. 12 TURBOWEB. 13 INCLINED CONVEYOR & WOOD DUMPSTER. 14 GANTRY TABLES. 15 2 AIR COMP. 16 FLOOR TRUSS MACHINE. 17 4 DOORS. 12'-0" x 14'-0". 18 SERVICE SINK. 19 HIGH -LOW WATER COOLER. 20 4" CONCRETE SLAB ON GRADE -SEE CIVIL. 21 WALL PARTITIONS - 1" THICK COX PLYWOOD SUBSTRATE W/ POLISHED PLASTIC LAMINATE FINISH. DOOR SCHEDULE 1� 14'-0" WIDE x 12'-0" HIGH HM ROLLUP DOOR 21� 24'-0" WIDE x 16'-0" HIGH HM ROLLUP DOOR T-0"WIDE x T-0" HIGH HM DOORIFRAME NOTE: DOOR HARDWARE TO CONFORM TO FBC, 2001 NEW PRODUCTION FACILITY FOR: C L A S S I C T R U S S 3101 INDUSTRIAL AVENUE, FT. PIERCE, FLORIDA � C NOTICE: The data in this document Incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION - full service architecture. 506 Kansas Woods Court Orlando, Flonda 32824. Any party accepting this document does so In confidence end agrees that it shall not be duplicated in whole or in part, nor disclose to others without the consent of INNOVATIVE QUEST II - fW service architecture. A2.1 Dsgn'd : J.0 Date :07.14.03 Drwn : J.U/GMX Date :05.26.04 Chk'd : J.0 Date : 11.01.04 Submitted : 11.01.04 Scale : 3/32" = V-0" Sheet Title : Floor PlanNotes 1Q 1. 11.01.04/J.U./CityComms FieldChanges 10.03028 A144j2e r JEROME UHRAN, AIA Sht.: 3 of 5 u & s t 'C O R P O N full s ryORAere i05 Kansas" an as oods Court Orian o, f rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 email: IQ2@bel outh.net 000251 SCALE: 1/4" = 1'-0" I NOTES / SYMBOLS: ONEW 6" THICK CONCRETE SLAB -SEE STRUCTURAL. O2 PRE-ENGINEERED METAL BUILDING COLUMN & CORREGATED METAL EXTERIOR. O8x8f16 CMU WALL. a1 1/2" DIA. STAINLESS STEEL HANDICAP GRAB BARS (14-0" LONG & 14-6" LONG). O5 HANDICAP LAVATORY. O6 HANDICAP WATER CLOSET. OURINAL. OJACK TABLE. O9 PRESS. 10 AUTOM ILL SAW AND FEED. 11 ALS SAW. 12 TURBOWEB. 13 INCLINED CONVEYOR & WOOD DUMPSTER. 14 GANTRY TABLES. 15 2 AIR COMP. 16 FLOOR TRUSS MACHINE. 17 4 DOORS. 12'-0" x 14'-0". 18 SERVICE SINK. 19 HIGH -LOW WATER COOLER. 20 4" CONCRETE SLAB ON GRADE -SEE CIVIL. 21 WALL PARTITIONS - 1" THICK COX PLYWOOD SUBSTRATE W/ POLISHED PLASTIC LAMINATE FINISH. DOOR SCHEDULE 1� 14'-0" WIDE x 12'-0" HIGH HM ROLLUP DOOR 21� 24'-0" WIDE x 16'-0" HIGH HM ROLLUP DOOR T-0"WIDE x T-0" HIGH HM DOORIFRAME NOTE: DOOR HARDWARE TO CONFORM TO FBC, 2001 NEW PRODUCTION FACILITY FOR: C L A S S I C T R U S S 3101 INDUSTRIAL AVENUE, FT. PIERCE, FLORIDA � C NOTICE: The data in this document Incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION - full service architecture. 506 Kansas Woods Court Orlando, Flonda 32824. Any party accepting this document does so In confidence end agrees that it shall not be duplicated in whole or in part, nor disclose to others without the consent of INNOVATIVE QUEST II - fW service architecture. A2.1 Dsgn'd : J.0 Date :07.14.03 Drwn : J.U/GMX Date :05.26.04 Chk'd : J.0 Date : 11.01.04 Submitted : 11.01.04 Scale : 3/32" = V-0" Sheet Title : Floor PlanNotes 1Q 1. 11.01.04/J.U./CityComms FieldChanges 10.03028 A144j2e r JEROME UHRAN, AIA Sht.: 3 of 5 u & s t 'C O R P O N full s ryORAere i05 Kansas" an as oods Court Orian o, f rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 email: IQ2@bel outh.net 000251 2 Q F------ 1 VWMENS r J i77 LCKRS. I I I I I I 00 MENS ❑ I `^ 16 I O R I I 17 I B r t 15 2/A2.1 I I l ELECT. RM- I I I 14 f31A2.1 I I I I fill.. I I I I I I I I 12 - -- i- - - I - - - - I - - - II r------------------------�- ----- --�--- - ----- ----------------- -- --------�--------------- ----------� L---r---------------- f i f 1 II li I p I 1 I I I I I I I I I ¢ I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 10 I I I 9 I I I I I 24. 5" I II ---------I --------------- I ---------------------------------------------------- 1._.---------------.-------------------------------I----------------I I — ut I I I I I I h I I I I 2 I I I I I I I I I I I 25'-0" 25' 0" 25'-0" 25' 0" 25'-0" 25' 0" 25, U' 25'-0'• 25'-U' 25'-W 25'-0" 25'-0" I I I I 3od,4,- I I _ I I r- 2" 30 ._f.. I I I I I I I I I i I I 2 3 4 5 6 7 G AO 1 10 11 (12 13 PRODUCTION BLDG. FLOOR PLAN I 3/32" = 1'-0" F"�' 1.000 Y ■ ELECT.RM. �73 ' ENLAF GED ELECTRICAL ROOM PLAN A2..1T SCALE : 1 4" = 1'-0" N 1 NOTES / SYMBOLS: n NEW 6" THICK CONCRETE SLAB -SEE STRUCTURAL. OPRE-ENGINEERED METAL BUILDING COLUMN & CORREGATED METAL EXTERIOR. OSx6x16 CMU WALL. O1 1/2" DIA. STAINLESS STEEL HANDICAP GRAB BARS (14-0" LONG & 1-3'-6" LONG). HANDICAP LAVATORY. OHANDICAP WATER CLOSET. OURINAL. OJACK TABLE. O9 PRESS. 10 AUTOMILL SAW AND FEED. 1 t ALS SAW. 12 TURBOWEB. 13 INCLINED CONVEYOR & WOOD DUMPSTER. 14 GANTRY TABLES. 15 2 AIR COMP. 16 FLOOR TRUSS MACHINE.. 17 4 DOORS. 12'-0" x 14'-0". 18 SERVICE SINK. t9 HIGH -LOW WATER COOLER. 20 4" CONCRETE SLAB ON GRADE -SEE CIVIL. zz-'Co NEW PRODUCTION FACILITY FOR: CLASSIC TRUSS 3101 INDUSTRIAL AVENUE, FT. PIERCE, FLORIDA � C NOTICE : The data In this document incorporates proprietary rights of INNOVATIVE QUEST R CORPORATION -full service architecture, 505 Kansas Woods Court Orlando, Florida 32824. Any party accepting this document does so In confidence and agrees that it shall not be duplicated in whole or in part, nor disclose to others without the consent of INNOVATIVE QUEST II - full service architecture. A2.1 Dsgn'd : J.0 Date :07.14.03 Drwn : J.U/GMX Date :05.26.04 Chk'd : J.0 Date 05.26.04 Submitted :06.01.04 Scale : 3/32" = T-0" Sheet Title Floor PlanNotes Q 10.03028 I AR0014421_ - (a6 JEROME UHRAN, AIA 3ht.: 3 of 4 � �U S t II C O R P O R A T I O N full s rvi a architecture 5 Kansas Clods Court Orlando, F rida 32824 phone: 407.4 8.3008 fax: 407,438. 006 e.mail: IQ2@bel outh.net 000251 18'-0' EAVE HEIGHT o'-o" FINISHED FLOOR 7 &-O" B.H. @ BATHROOM 0'-o" FINISHED FLOOR $._or. B.N. @ BATHROOM If 0'-0" FINISHED FLOOR 18'-01 EAVE HEIGHT 0'-0" Aik FINISHED FLOOR I 12 1 3 4 OPEN OPEN 12 1 OPEN NORTHSIDE ELEVATION SCALE : 3/321,= 1'-0" `r , SOUTHSIDE ELEVATION Cr:AI P - A/37" = 1r-1`111 I¢ 2 WESTSIDE ELEVATION A6.1 SCALE: 3/32" = 1'-0" -2�EASTSIDE ELEVATION A6.1-' SCALE: 3/32" = V-0" EAVE HEIGHT 0'-a' FINISHED FLOOR 8'-0" (7D �-r B.H. @ BATHROOM _ 0'-o" FINISHED FLOOR 8'-0.1 B.H. @ BATHROOM 0'-0" FINISHED FLOOR LO OPEN OPEN l21 12 _ �2 5 BUILDING SECTION 6.1 SCALE: 3/32" = 1'-0" NOTES] SYMBOLS 1O Sx8x16 CMU BLOCK STRUCTURE. REFER TO FLOOR PLAN 1/A2.2 FOR DETAILS. OPRE-ENGINEERED METAL BUILDING COLUMN & CORREGATED METAL EXTERIOR. I � B.H. @ BATHROOM O.-Os FINISHED FLOOR 18--O EAVE HEIGHT o-o FINISHED FLOOR NEW PRODUCTION FACILITY FOR: C L A S S I C T R U S S 3101 INDUSTRIAL AVENUE, FT. PIERCE, FLORIDA NOTICE : The data in this document incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION - full service architecture, 505 Kansas Woods Court Orlando, Florida 32824. Any party accepting this document does so In confidence and agrees that it shell not be duplicated In whole or in pan, nor disclose to others without the consent of INNOVATIVE QUEST II -full service architecture. Dsgn'd : J.0 Date :07.14.03 Drwn : J.U/GMX Date :05.26.04 Chk'd : J.0 Date :05.26.04 Submitted :06.01.04 Scale :3/32" = V-0" Sheet Title ExtElevations/ BldgSection/Notes :Wa ai _ __ 'AR0014421_ .'Sht.: 4 of 4 0 R P O R A T I O N full s rvi a architecture 505 Kansas Dods Court Orlando, F rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 email: IQ20)bel outh.net EROME UHRAN, AIA 000251 NOTES/ SYMBOLS 1" MF_'NS BALL VALVE, TYPICAL — I COMPRESSED AIR `PIPING, SCHEDULE 4D STEEL, 1" GALVINIZED, ROUTE TIGHT TO STRUCTURE. EF-6 J ..._ ..._ � ...ter_.._.. ..__...W.«.....�...._... ....e.w_ ....gym �-.. sm .. � .«...._..w. I EF 15 PRODUCTION BLDG. FLOOR PLAN N SCA E : 3/321, = 1101, 4 01 6 ,, 10 1h 12" DIRT LEG, TYPICAL — y CONNECT TO OWNER FURNISHED EQUIPMENT 1" Y r 1" COMPRESSED AIR PIPING ISOMETRIC NOT TO SCALE " I 6NNECT PIPING TO OWNER FUI'INISHED EQUIPMENT I PER OWNER REQUIRMENTS AND PER ORIGINAL ,MANUFACTURER'S REQUIRMENTS, PROVIDE ISOLATION 1 /ALVES, PRESSURE RELIEF VALVES AND OTHER PPUR KIAN"' AS REQUIRED 8Y -CODE; -BY —.- OWNER AND BY MANUFACTURER; 1 1 F EF-4 � .�� ) EF-34 L' � � � 1. ii I I I 3/4"' DROP, TYPICAL J t 18x12 WALL LOUVER. "RUSKIN" ELF 375DX WITH STORMPROOF BLADES. SEE ARCHITCTURAL FOR LOCATIONS. —\ RESTROOM FLOOR PLAN SCALE : 1/4" = 1'0" _ IT17 12x6 tj OMENS 11EF-1 12x6 II MENS I =6M EIERMANN ENGINEERING Ill o O,". :r r EVo es O r. E8 JOB 1" 1" — NEW OFFICE BUILDING &PRODUCTION FACILITY FOR: CLASS IC TRUSS FT. PIERCE, FLORIDA NOTICE : The data in this document incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION -full service architecture, 505 Kansas Woods Court Orlando, Florida 32824, Any party accepting this document does so In confidence and agrees that II shall not be duplicated in whole or in part, nor disclose to others without the consent of INNOVATIVE QUEST II -full service architecture. M2.1 Dsgn'd : J.0 Date : 10.14.02 Drwn J.0 Date 02.24.03 Chk'd : J.0 Date 02.24.03 Submitted :02.24.03 Scale : 1/4" = 1'-0" Sheet Title Floor Plan / ISO 0 _. 1Q.O3®28 KENNETH L. EIERMANN P.E. U(g1M FLA. REG. #30761 ehti 1 of Ill ' C O R P O R A Titec1 O N full sal-archture 505 Kansas oods Court Orlan Io, F rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 e.mail: IQ2@bel outh.net A 000251 NOTES / SYMBOLS: NERAL N( 1. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED TO CONVEY THE INTENT OF THE DESIGN. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTING CONDITIONS AND SHALL CONSULT WITH THE ARCHITECT/EN INEER OR HIS REPRESENTATIVE CONCERNING FIELD CONDITIONS TH T PRECLUDE THE CONSTRUCTION OF THESE PLANS. MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE MADE ONLY AFTER THE AR HITECT/ENGINEER OR HIS REPRESENTATIVE HAS GIVEN HIS APPROVAL. 2. ALL WORK SHA L COMPLY WITH THE FLORIDA 2001 MECHANICAL CODE 3. ALL EXHAUST AIR AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. 4. ALL AIR JOINTS SHALL BE SEALED USING FIBERGLASS MESH AND DUCT MASTIC. (DUCT TAPE NOT ALLOWED). 5. PROVIDE ALL ELECTRICAL WORK REQUIRED TO PLACE THE NEW MECHANICAL $YSTEM IN OPERATION. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODE REQUIREMENTS.1 ELECTRICAL REQUIREMENTS INCLUDE MECHANICALLY RELATED CONTROL WIRING. 6. ALL HVAC SYSFMS SHALL BE BALANCED TO THE AIR QUANTITIES SHOWN AGAINST THE ACTUAL STATIC PRESSURE REQUIREMENTS OF THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. A CERTIFIED TEST AND BALANCE OF ALL SYSTEMS (AS REQUIRED BY THE FLORIDA ENERGY CODE) SHALL BE PERFORMED BY A INDEPENDENT CERTIFIED TEST AND BALANCE CON RACTOR AND SHALL BE SUBMITTED FOR REVIEW BY THE OWNERS REPRESENTATIVE. 7. INSTALLATION �F HVAC EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATION AND CLEARANCE REQUIREMENTS. ROOF DECK SUPPLY AND EXHAUST FAN SCHEDULE TAG SERVES AIR VOLUME XT SP DRIVE ELECTRICAL DATA MOUNTING MANUF./MODEL NOTES WATTS VOLTS/PH/HZ CFM IN. WC EF-1 WOMEN'S LOCKER ROOM 200 0.25 DIRECT 53 110/1/60 CEILING GREENHECK/SP224 1,2,3,4,5,E EF-2 MEWS LOCKER ROOM 200 0.25 DIRECT 53 110/1/60 CEILING GREENHECK/SP224 1,2,3,4,5,6 EF-3-7 PRODUCTION PLANT 21500 0.10 DIRECT 2 HP 230/1/60 ROOF I GREENHECK/RCE3-48-607-C20 7,8,9 NOTES: 4, VARIABLE SPEED DRIVE FOR BALANCING. 8. MANUAL ON/OFF SWITCH CONTROL. 1. BACK DRAFT DAMPER 5. SWITCH WITH LIGHTS 9. PROVIDE ALUMINUM HOUSING, SAFETY 2. ALUMINUM ROOF JACK WITH BIRD SCREEN. 6. WALL CAP GUARD LIFTING LUGS, TEFC MOTOR. 3. INTEGRAL MOTOR OVERLOAD PROTECTION, 7. ROOF CURB, MATCH ROOF SLOPE. WOOD STRUCTURE -2x2 STEEL ANGLE —(2) 1/2" STEEL BOLTS NUTS AND WASHERS. ALL THREAD HANGER ROD (3/8" MIN.) DUCT [><I STEEL STRUCTURE BEAM CLAMP TO STRUCTURE ALL THREAD HANGER ROD (3/8" MIN.) NUT (TYPICAL) 2 x 2 ANGLE (GALV. STEEL) TYPICAL RECTANGULAR DUCT SUPPORT NO SCALE NOTE DIFFERENT CONNECTION STYLE FOR WOOD OR STEEL STRUCTURE DEPENDING ON DUCT LOCATION. SCHEDULE FOR FAN SIZE BIRD SCREEN SELF FLASHING, INSULATED FACTORY CURB )UCT BACKDRAFT DAMPER ROOF EXHAUST FAN DETAIL NO SCALE E3 EIERMANN ENGINEERING INC. CONSUL7M ENGINEERS !. WelbsW Avom Odenft, Fbrkle 32804 ❑aa oT,AOLCOM 0 CopydaW 200388+ eMll EEI JOB # 2102 NEW OFFICE BUILDING &PRODUCTION FACILITY FOR: CLASS IC TRUSS FT. PIERCE, FLORIDA NOTICE : The data in this document incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION -full service architecture, 505 Kansas Woods Court Orlando, Florida 32824. Any party accepting this document does so in confidence and agrees that It shall not be duplicated in whale or in part, nor disclose to others without the consent of INNOVATIVE QUEST It -full service architecture. M2.2 Dsgn'd : J.0 Date : 10.14.02 Drwn : J.0 Date :02.24.03 Chk'd : J.0 Date :02.24.03 Submitted :02.24.03 Scale : '1 /4" = 1'-0" Sheet Title : Notes IQ■03028 KENNETH L. EIERMANN P.E. FLA. REG. #30761 u �\s t II C O RIP O R A T I O N full s rvi6B architecture 505 Kan �asoods Court Orlan o. Frorida 32824 phone: 1 407.4 8.3008 fax: I 407.438. 006 e.mail: IQ2@bell outh.net A 000251 SEE CIVIL FOR CONTINUATION 1"CW DROP TO UR FIXTURE �iHWC 1 CW DROP TO MS FIXTURE 1 r �F4 ' LL^HLAV' II MSi"CW DROP TO UR FIXTURE SHUT—OFF VALVE 1-1/4"CW RISEf IN CHASE WALL 1/2" CW DROP TO BACK — TO BACK FIXTURE FOR HWC 7 1/2-CW DROP TO HLAV f DROP TO HLAV FIXTURE � t 1/2"CW DROP TO FIXTURE r HB pF 3 4 C 3/4" CW DROP TO HB AT 24" ABOVE SLAB OR GRADE WITH SHUT OFF VALVE IN ACCESABLE i LOCATION. HB ACCESABLE LOCATION. OFF VALVE IN OR GRADE WITH SHUT AT 24" ABOVE SLAB 3/4" CW DROP TO HB PLUMBING FLOOR PLAN SCALE : 1/8" = 1'-0" 1 NOTE: 1. RUN 1/2",CW TO BOTH COLD AND HOT WATER FIXTURES 1 1 FOR THE HLAV'S AND MS. j ;g FLOOR PLAN N SCALE : 3/32" = 1'0" x.t'r�a�llxi W 's ICKlic MIENS IIT I 1 EIERMAININ ENGINEERING, 13 CONISLLT11111113 ENIGIIIIIl EMB48SAOLOOM p Copyrl& 2= EEFAMM BilIGNEBM ES JOB NOTES / SYMBOLS : NEW OFFICE BUILDING &PRODUCTION FACILITY FOR: CLASS IC TRUSS FT. PIERCE, FLORIDA NOTICE :The data in this document Incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION -full service architecture, 505 Kansas Woods Court Orson., Florida 32824. Any party accepting this document does so in confidence and agrees that It shall not ba duplicated In whole cr in part, nor disclose to others without the consent of INNOVATIVE QUEST 11 -NII service architecture. P2.1 Dsgn'd : J.0 Date : 10.14.02 Dmmn J.0 Date :02.24.03 Cl J.0 Date :02.24.03 Submitted :02.24.03 Scale :1/4"=1'-0" Sheet Title Floor Plan IQ"®3®28 KENNETH L. EIERMANN P.E. ht.: 1 of 2 U S t II C O R P\Frida A T 1 O N full Awlhitecture 505 Kansasods Court Orlando, 32824 phone: 48.3008 fax: 407.438. 006 email: IQ2@bet outh.net FLA. REG. #30761 A 000251 NOTES / SYMBOLS: PLUMBING/PIPING NOTES 1. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING STRUCTURE, IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. 2. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED. 3. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. 4. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA 2001 PLUMBING CODE, ADA REGULATIONS APPLICABLE STANDARDS AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. 6. DRAINAGE PIPING 3" AND LARGER SHALL SLOPE NO LESS THAN 1/8" FALL PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF 1/4" PER FOOT. 7. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION. 8. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" FROM AIR INTAKES. 9. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR MATERIALS. 10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. 12. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. 13. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. 14. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS. 15. SOIL, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIALS AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE STATE AND LOCAL CODES. TRANSITION PIPE TO CAST IRON DWV AT FIRE RATED WALL OR FLOOR PENETRATIONS AND 3M FIRECAULK PENETRATION ABOVE AND BELOW FLOOR. 16. ABOVE GROUND DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER, UNDERGROUND SHALL BE TYPE "K". CONTRACTOR SHALL PROVIDE ALTERNATE PRICING FOR "FLOGUARD GOLD" CPVC DOMESTIC WATER PIPING WITH SOLVENT WELDED FITTINGS. 17. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS. 18. ALL COPPER PIPE PENETRATIONS THROUGH CONCRETE FLOORS SHALL BE INSTALLED WITH SLEEVE THROUGH FLOOR AND CAULKED. 19. INSULATE ALL HOT WATER PIPING SYSTEMS WITH MINIMUM 1" THICK R=6.8 CLOSED CELL FOAM INSULATION. ARMAFLEX, IMCOA, OR EQUAL. PLUMBING FIXTURE SCHEDULE ALL PLUMBING FIXTURES ARE BASIS OF DESIGN. SUBSTITUTIONS OF "EQUAL" EQUIPMENT MAY BE SUBMITTED FOR APPROVAL. ALL PLUMBING FIXTURES TO BE WHITE UNLESS NOTED. HWC: HANDICAPPED WATER CLOSET: "AMERICAN STANDARD" 2216.143 "CADET" FLOOR MOUNTED TANK TYPE VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION TOILET WITH "BEMIS" NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE ANGLE STOP AND SUPPLY. HLAV: LAVATORY: "AMERICAN STANDARD" "LUCERNE" WALL HUNG (AT HANDICAPPED HEIGHT) VITREOUS CHINA LAVATORY MODEL 0355.012. PROVIDE COMPLETE WITH "AMERICAN STANDARD 2385.004 FAUCET WITH SINGLE LEVER HANDLE, 4" CENTERSET, GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP, AND ANGLE STOPS AND SUPPLIES. INSULATE ALL EXPOSED PIPING PER A.D.A REQUIREMENTS. UR: URINAL: "AMERICAN STANDARD" TRIMBROOK MODEL 6561.017 WALL HUNG 1.0 GALLON FLUSH URINAL. SEE ARCH. PLANS FOR MOUNTING HEIGHT. PROVIDE COMPLETE WITH WALL MOUNTED CARRIER WITH HANGER BRACKET. PROVIDE "SLOAN" 186-1.0 FLUSH VALVE. MS: JANITORS MOP SINK: "FIAT" MSB 2424 MOLDED STONE FLOOR MOUNTED SINK WITH 830-AA SERVICE FAUCET, 832-AA HOSE AND BRACKET, 889-CC MOP HANGER AND 3" QUICK DRAIN CONNECTOR. DF: DRINKING FOUNTAIN: "ELKAY" EDFP-14-C, BARRIER -FREE SINGLE LEVEL, PUSHBAR FRONT. EWC: HANDICAPPED ELECTRIC WATER COOLER: "ELKAY" BI-LEVEL BARRIER FREE WALL MOUNTED WATER COOLER MODEL EBFATL-8. PROVIDE CW SUPPLY AND ANGLE STOP AND FLOOR MOUNTED CARRIER. REFER TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHT, HB HOSE BIBB: 3/4.0-WOODFORD- OR EQUAL WITH VACUUM BREAKER. FD FLOOR DRAIN: "ZURN" ZN-415-P WITH 5" X 5" TYPE "S" SQUARE STRAINER AND TRAP PRIMER CONNECTION. SIZE AS INDICATED ON DRAWINGS. EACH FLOOR DRAIN TRAP SEAL SHALL BE PROTECTED BY AN APPROVED TRAP PRIMER LOCATED AT THE CLOSEST FREQUENTLY USED FIXTURE. INSTALL FOR POSITIVE DRAINAGE OF FLOOR. FLOOR ACCESS COVER: "ZURN" Z-1400 ROUND SCORIATED NICKEL BRONZE TYPE SUITABLE FOR USE IN AUTOMOBILE TRAFFIC AREAS. WALL ACCESS COVER: "ZURN" Z-1469 ROUND STAINLESS STEEL TYPE. PROVIDE AND INSTALL WATER HAMMER ARRESTOR "ZURN" MODEL Z-1700 SIZED AS REQUIRED BY THE TABLE BELOW. INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN LOCATIONS AS RECOMMENDED BY P.D.I. STANDARDS. P.D.I. UNITS I A I B I C I D I E I F FIXTURE UNI 1-11 12-3 33-6 61-113114-154155-330 DF NW0 0 0 r�0 _SANITARY, WASTE & VENT ISOMETRIC NOT TO SCALE r- RY111RF STOP 1/2" TRAP PRIMER UNE WITH SLOPE TO FLOOR DRAIN. NOTE: THIS DETAIL APPLIES TO ALL FLOOR DRAINS. VALVE MUST BE ACCESSIBLE FOR INSPECTION AND REPAIR. PROVIDE ESCUTCHEONS AS SHOWN. 4" DEEP SEAL TRAP PRIMER RESEAL DETAIL NOT TO SCALE EIIERMANIN ENGINEERING. INC E3 O M Orlando.W TEL113440i ao ❑ IIIO.. p Copyllilgift 2W3 EERMANN ffiet*mwli ,- NEW OFFICE BUILDING &PRODUCTION FACILITY FOR: C L A S S I C T R U S S FT. PIERCE, FLORIDA NOTICE: The data in this document incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION -full service architect 505 Kansas Woods Court Orlando, Florida 32824. Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclose to others without the consent of INNOVATIVE QUEST tl -full service architecture. Dsgn'd J.0 Date : 10.14.02 Drwn J.0 Date 02.24.03 Chk'd J.0 Date 02.24.03 Submitted :02.24.03 Scale : 1/4" = V-0" Sheet Title Notes/ISO KENNETH L. EIERMANN P.E. FLA. REG. #30761 ht.: 2 of 2 u AS t II IC O R P O R A T 1 O N full s rvi architecture 505 Kan as Clods Court Orlan o. F rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 e.mail: IQ2@bet outh.net A 000251 ELECTRICAL SYMBOLS NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT CIRCUITS SIGNALING SYSTEM OUTLETS: _ HOME RUN TO PANELBOARD. NO. OF ARROWS INDICATE 1< DA A OUTLET, HEIGHT +18" AFF NO. OF CIRCUITS. CONDUIT CONCEALED IN WALL, IN SLAB ABOVE, OR ABOVE CEILING 1<C DA A OUTLET, ABOVE COUNTER, SEE ARCH. ELEVATIONS FOR HEIGHT — — — — CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. I� F ❑ A OUTLET, FLOOR TYPE, — — — — — — — — CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR ""F F" = FLUSH MTD., "S" = SURFACE MTD. TO STRUCTURE OR WALL. 114 TEL PHONE/DATA COMBINATION OUTLET OUTLET; HEIGHT +18" AFF �— CIRCUITING CONTINUED ON SAME SHEET. DENOTES CONDUIT TURNING DOWN TEL PHONE/DATA COMBINATION OUTLET OUTLET; ABOVE COUNTER, DENOTES CONDUIT TURNING UP C SEE ARCH. ELEVATIONS FOR HEIGHT CATV UNDERGROUND CABLE TV ® TELEPHONE/DATA COMBINATION OUTLET, FLOOR TYPE, T UNDERGROUND TELEPHONE SERVICE F "F" = FLUSH MTD., "S" = SURFACE MTD. N N TELEPHONE TELEPHONE OUTLET, HEIGHT +18" AFF OUTLET, WALL MOUNTED, HEIGHT +48" AFF TO BOTTOM LIGHTS AND SWITCHES W 7 F TELEPHONE OUTLET, FLOOR TYPE, EXTERIOR SECUTITY LIGHT "F" = FLUSH MTD„ "S" = SURFACE MTD. OR 0 FLUORESCENT LIGHTING FIXTURE— SURFACE MOUNTED N PA TELEPHONE, SEE ARCH. ELEVATIONS FOR HEIGHT P ® PLYWOOD TERMINAL BOARD, SEALED, PRIMED AND TWO COATS FIRE © OR = FLUORESCENT LIGHTING FIXTURE — LAY —IN TROFFER RE. ARDANT PAINT, JUCTION BOX OR ® FLUORESCENT LIGHTING FIXTURE W/ BATTERY PACK — LAY —IN TROFFER RECEPTACLE OUTLETS. FLUORESCENT STRIP FIXTURE WALL MOUNTED LIGHTING FIXTURE; HEIGHT +74" OR AS INDICATED ON THE DRAWINGS TV JUNCTION BOX WITH 3/4" CONDUIT STUBBED INTO ACCESSABLE CEILING SURFACE OR PENDANT MOUNTED; LIGHT FIXTURE PLENUM FOR TV +18" AFF OR AS NOTED SIN LERECEPTACLE OUTLET; HEIGHT +18" TO BOTTOM OR AS (�O RECESSED DOWN LIGHT NOTED ON THE DRAWINGS DUP EX RECEPTACLE OUTLET; HEIGHT +18" TO BOTTOM OR AS 0 RECESSED WALL WASH FIXTURE NOT D ON THE DRAWINGS DUP EX RECEPTACLE OUTLET ABOVE COUNTER TOP; HEIGHT +42" OR X EXIT LIGHT; HEIGHT +84" TO BOTTOM OR AS AS NOTED ON THE DRAWINGS NOTED ON DRAWING �WP DUP EX RECEPTACLE OUTLET WITH WEATHERPROOF COVER; HEI HT +18" TO BOTTOM OR AS NOTED ON THE DRAWINGS ® X EXIT LIGHT = DOUBLE FACE WITH ARROWS AS GFI DUP EX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTING INDICATED ON THE DRAWINGS CAP BILITY; HEIGHT + 18" TO BOTTOM OR AS NOTED ON THE DRAWINGS � EMERGENCY LIGHTING; BATTERY PACK WITH ONE OR TWO LAMPS ® F DUPLEX "F" RECEPTACLE OUTLET FLOOR MOUNTED; = FLUSH, "S" = SURFACE AS INDICATED; HEIGHT +84" TO BOTTOM OR AS NOTED 2 D PLEX RECEPTACLES IN A COMMON OUTLET BOX (QUAD); POLE MOUNTED LUMINARE 5-30R HEIGHT +15" TO BOTTOM OR AS NOTED ON THE DRAWINGS Q SPECIAL PURPOSE OUTLET; NUMBERS INDICATE "NEMA" TYPE SD DIMMER WALL SWITCH 30A 30, 4W SINGLE RECEPTACLE IN FLUSH OUTLET BOX 18" ABOVE FINISHED FLOOR. AMPS AS NOTED SINGLE POLE SWITCH; HEIGHT +48" TO OPERABLE PART OR AS NOTED; Sa LETTER INDICATES FIXTURE CIRCUITS CONTROLLED 30A� 10, 3W SINGLE RECEPTACLE IN FLUSH OUTLET BOX. 18 ABOVE FINISHED FLOOR. AMPS AS NOTED S3 THREE WAY SWITCH; HEIGHT +48" TO OPERABLE PART OR AS NOTED S4 FOUR WAY SWITCH; HEIGHT +48 TO OPERABLE PART OR AS NOTED FIRE ALARM PC PHOTOCELL FIR ALARM SMOKE DETECTOR IN SUPPLY AIR DUCT AT HVAC NOTE: S� EQL IPMENT UPPER CASE LE LOWER CASE LETTER TER ADJACENT TO FIXTURE DENOTES TYPE. ADJACENT TO FIXTURE DENOTES SWITCHING. R FIR ALARM SMOKE DETECTOR IN RETURN AIR DUCT AT HVAC NUMBER ADJACENT TO FIXTURE DENOTES CIRCUIT EQ IPMENT [JK FAA KEY RENIOTE REPOSITORY (KNOX BOX) ANNUNCIATOR PANEL POWER DISTRIBUTION SYSTEMS: FRCP] B 75 FIRE HORN ALARM CONTROL PANEL & STROBE, NUMBER DENOTES CANDELA PANELBOARD, MOUNTING HEIGHT +78" TO TOP OF CABINET NON —FUSIBLE DISCONNECT SWITCH, IFA HO N UNIT ONLY �J FUSED DISCONNECT SWITCH, 75 ST OBE UNIT ONLY, NUMBER DENOTES CANDELA O EQUIPMENT CONNECTION POINT, 0 MANUAL PULL STATION FIELD VERIFY LOCATION — COORDINATE WITH DISCONNECTING MEANS. O SMOKE DETECTOR ELECTRIC MOTOR HEAT DETECTOR (135° F RATE OF RISE) M METER AND BASE (RISER AND PLAN) FS FL W SWITCH �— MOLDED CASE CIRCUIT BREAKER ITS] TAN PER SWITCH —�- GROUND PIV PO T INDICATOR VALVE -G- GROUND BAR ELECTRICAL SYMBOLS, LEGENDS NO SCALE I 9XX XX DETAIL REF. NO. DETAIL SHEET REF. NO. PLAN REF. NO. CALL OUTS MECHANICAL EQUIPMENT CALLOUT, INCLUDES DISCONNECT BY EC AS REQUIRED BY NEC. CALLOUT DETAIL GENERAL CONSTRUCTION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST NEC, STATE AND LOCAL REQUIREMENTS. 2. THE DRAWINGS ARE DIAGRAMATIC AND THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING ON THE SYSTEM DOES NOT RELIEVE THE ELECTRICAL CONTRACTOR FROM SUPPLYING THAT ITEM. 3. ALL CONDUITS SHALL HAVE A GREEN GROUND WIRE. 4. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS, DIMENSIONS AND CONFIGURATIONS OF DOOR SWINGS FOR VERIFICATION OF SWITCH LOCATIONS. 5. COORDINATE LIGHTING, SWITCHING AND RECEPTACLE LOCATIONS IN MECHANICAL SPACES WITH RESPECT TO ACTUAL MECHANICAL EQUIPMENT INSTALLATION FOR OPTIMUM LIGHTING AND UTILIZATION OF OUTLETS. 6, COORDINATE ALL ELECTRICAL WORK WITH THAT OF OTHER TRADES PRIOR TO THE INSTALLATION OF THAT WORK. 7. PROVIDE AND INSTALL COMPLETE, MOTOR SNAP SWITCH OR DISCONNECT SWITCH WITH OR WITHOUT FUSES WHERE REQUIRED BY CODE FOR EACH HVAC UNIT OR FAN. SIZE PER NEC OR MANUFACTURERS RECOMMENDATION, WHICHEVER IS MORE STRINGENT. 8, ALL BRANCH 120 VOLT CIRCUITS EXCEEDING 100 FEET IN LENGTH SHALL BE INCREASED BY ONE CONDUCTOR SIZE. 9• VERIFY THAT THE GROUNDING FOR THE MAIN DISTRIBUTION PANEL DOES NOT EXCEED 25 OHMS IMPEDANCE. PROVIDE ADDITIONAL GROUND RODS AS REQUIRED TO COMPLY. PROVIDE A WRITTEN REPORT TO THE ENGINEER VERIFYING THAT THIS REQUIREMENT HAS BEEN MET. 10. ARRANGE ALL INSPECTIONS AND OBTAIN ALL CERTIFICATES REQUIRED BY THE LOCAL CODE ENFORCEMENT AGENCY. 11. SUBMIT COMPLETE ELECTRICAL ROOM LAYOUT DRAWINGS SHOWING EXACT LOCATIONS AND DIMENSIONS OF ALL ELECTRICAL GEAR PRIOR TO COMMENCEMENT OF CONSTRUCTION. 12, COORDINATE ALL MECHANICAL LOADS, VOLTAGES, AND LOCATIONS WITH MECHANICAL CONTRACTOR AND MAKE NECESSARY ADJUSTMENTS WITHOUT EXTRA CHARGES. 13. EC SHALL PROVIDE AND INSTALL RACEWAY EXPANSION JOINTS AT ALL AREAS WHERE BUILDING EXPANSION JOINTS ARE USED. 14. EC SHALL PROVIDE AND INSTALL FIRE STOPPING FOR ALL RACEWAY PENETRATIONS OF FIRE RATED WALLS, CEILINGS OR FLOORS. FIRE STOPPING SHALL BE RATED TO MATCH THE FIRE RATING OF THE WALL, CEILING OR FLOOR PENETRATION. 15. ALL RECEPTACLES IN BREAK ROOMS, ETC... LOCATED WITHIN SIX FEET OF A SINK SHALL BE GFI PROTECTED WHETHER OR NOT INDICATED ON THE PLANS. ABBREVIATIONS AFF ABOVE FINISHED FLOOR ATS AUTOMATIC TRANSFER SWITCH BKR BREAKER CIR CIRCUIT CWP COLD WATER PIPE EM EMERGENCY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL GEN GENERATOR GFI GROUND FAULT INTERRUPTER GND GROUND MH METAL HALIDE MLO MAIN LUGS ONLY PC PHOTOCELL PNL PANEL TC TIME CLOCK TTB TELEPHONE TERMINAL BOARD WP WEATHERPROOF XFMR TRANSFORMER COPYRIGHT 2003 M. G. RUSSO & ASSOCIATES, P.A. ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, ESTIMATES, SPECIFICATIONS, FIELD NOTES, AND DATA INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND REMAIN THE PROPERTY OF THE ENGINEER AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE CLIENT OR OTHERS ON EXTENSION OF A PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT SPECIFIC WRITTEN VERIFICATION OR ADAPTATION BY THE ENGINEER WILL BE AT THE CLIENTS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER. THE CLIENT SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. ANY SUCH VERIFICATION OR ADAPTATION WILL ENTITLE THE ENGINEER TO FURTHER COMPENSATION AT RATES TO BE AGREED UPON BY THE CLIENT AND ENGINEER. Me G. RUSSO & ASSOC/A TES, P.A. CONSULTING ENGINEERS CA, 3496 03006 401 W. COLONIAL DRIVE SLATE 5 ° ORLANDO, FLORIDA 32804 • (407) 849.5112 ® REFERENCE NOTES NOTE CONTRACTOR TO PROVIDE OWNER W/ SELECTION OF FINISHES (CARPET, TILE, PAINT, CEILING GRID & TILE, WALL BASE, STORE FRONT, ETC.) TO APPROVE NEW OFFICE BUILDING & PRODUCTION FACILITY FOR: CLASS IC TRUSS FT. PIERCE, FLORIDA NOTICE: The data In this document incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION -full service architec 505 Kansas Woods Court Orlando, Florida 32824. Any party accepting this document does so in confidence and agrees that it shall not be duplicated In whole or In part, nor disclose to others without the consent of INNOVATIVE QUEST II -full service architecture. E1.1 Dsgn'd MGR Date 1 JAN 03 Drwn JAN Date 1 JAN 03 Chk'd MGR Date 1 JAN 03 Submitted 6.04.04 Scale NONE Sheet Title ELLEEC. SYMBOLS & LEGENDS 10.03028 MALCOLM G. RUSSO, P.E. FLA. REG. #16836 ' C O R P O R A T 1 O N full s rvi a architecture 505 Kansas Dods Court Orlando, F rida 32824 phone: 407.4 fax: 407.438. email: IQ2@bet INA 000251 i.................e� I■.■ ■ ■fit•.■ ■.ITT■ ■■.■l•J �aurnul�u�Ie� LOCKERS H c a 3 I LA-31 EM A LA-35:37 A (VIA C-1) B K H A A EM- , A, A, a O A. I1 I_1 A- A I K O =C OM O I A A A A A A ELECT. RM. ❑ ❑ C-1 I C-3 C-2 ENLARGED ELECTRICAL ROOM PLAN SCALE: 1 /4" = 1 r-0" N O 1 n K O I BEM MOUNTING HEIGHT LAr� 315:17:19:21:23 22'-0" TYP (44) PLCS A (VIA C-1)A 1i Fj A ,1, I A B A A MOUNTING HEIGHT 22'-0" TYP (10) PLCS I K MOUNTING HEIGHT = 10'-0" TYP (5) PLCS O LECTRICAL LIGHTING PLAN - PROD. BLDG. 'ALE: 3/32" = 1r-0" I 0 A A- B A 0 0 I EM -�+� I+H LA-1: 3: 5: 7: 9: A A (VIA C-1) LA-25:27 (VIA C-3) I_1 B A MOUNTING HEIGHT �8'-0" TYP (10) PLCS EM I K 10 11 ® REFERENCE NOTES 1. RUN TO COILS OF LIGHTING CONTACTORS C-1 AND C-2 CONTROLLING TYPE "A" FIXTURES. PROVIDE (2) 5—POLE CONTACTORS IN NEMA ENCLOSURE (SQUARE—D #LG60V02) 2. DOUBLE SWITCH FIXTURES 'IF" AND "FE" WITH SWITCHES 'a' AND 'b' 3. RUN TO COIL OF LIGHTING CONTACTOR C-3 CONTROLLING TYPE "B" FIXTURE. PROVIDE 3—POLE CONTACTOR IN NEMA 1 ENCLOSURE (SQUARE—D #LG30VO2) MOUNT AT BOTTOM OF ROOF STRUCTURE (TYV) PLCS) B LA-29 (VIA C 3) " O A A n O LA-33 (VIA TC-1) H 3 K 3 L COPYRIGHT 2003 M. G. RUSSO & ASSOCIATES, P.A. ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, ESTIMATES, SPECIFICATIONS, FIELD NOTES, AND DATA INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND REMAIN THE PROPERTY OF THE ENGINEER AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR .REUSE BY THE CLIENT OR OTHERS ON EXTENSION OF A PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT SPECIFIC WRITTEN VERIFICATION OR ADAPTATION BY THE ENGINEER WILL BE AT THE CLIENTS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, THE CLIENT SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. ANY SUCH VERIFICATION OR ADAPTATION WILL ENTITLE THE ENGINEER TO FURTHER COMPENSATION AT RATES TO BE AGREED UPON BY THE CLIENT AND RNGINEER. M. G. RUSSO & ASSOCIATES, P.A. N EH CONSULTING I.NGINEERS CA, 341)0 A409ar 03006 401 W. COLO■AL DRIVE. BDITE 6 • ORLANDO, FLORIDA 32804 • (407) 849.5112 NEW OFFICE BUILDING & PRODUCTION FACILITY FOR: CLASSIC TRUSS FT. PIERCE, FLORIDA � C NOTICE: The data In this document Incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION - full service architecture, 505 Kansas Woods Court Orlando, Flarlda 32824. Any parry accepting this document does so In confidence and agrees that It shall not be duplicated in whole or in part, nor disclose to others without the consent of INNOVATIVE QUEST II -full service architecture. E3.1 Dsgn'd :MGR Date 06.02.04 Drwn : TJ Date :05.27.04 Chk'd : MGR Date :06.04,04 Submitted :06.04.04 Scale : 3/32" = V-0" Sheet Title LIGHTING PLAN A IQ.03028 MALCOM G RUSSO P.E. FLA REG #16836 U K". J L ' C O R P O R A T 1 O N full S rvi a architecture 505 Kansas oods Court Orlando, F rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 email: IQ2@be1 1 outh.net 000251 H H H WOMENS GF1 ME I MOP SINK 4 I I 1 P2-32:34:36 ROOF MOUNTED (TYP) EF-101 I 1 2 I I i I P1-7: 9: 11 M-1 P-1:3:5 I I I P2-13: 15: 17 M-6 ELECTRI SCALE: 1, M- P1-19: _J AL"1'I 3:15:17 2IIIIIIIIIi1QNs MOTOR EQUIPMENT TABLE MOT # DESCRIPTION LOAD DISCONNECT CIRCUIT PANEL VOLT PH HP MCA VOLT AMP POLE TYPE NEMA WIRE GND COND BRKR CIRCUIT M-1 JACK TABLE 230 3 5 19.0 240 30 3 HD—NF 1 3—#10 #10 3/4" 30/3 P1-1:3:5 M-2 ROLLER PRESS 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-7:9:11 M-3 AUTOMILL SAW 230 3 240 200 3 HD—NF 1 3—#1 /0 #6 2" 150/3 P2-1: 3: 5 M-4 LIVE DECK 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-13:15:17 M-5 TURBO WEB 230 3 240 100 3 HD—NF 1 3-0 #8 1-1/4" 100/3 P2-7:9:11 M-6 AILS MACHINE 230 3 240 100 3 HD—NF 1 3—#4 #8 1-1/4" 80/3 P2-13:15:17 M-7 REFUSE SYSTEM 230 3 240 30 3 HD—NF 1 3—#10 #10 3/4" 30/3 P1-19:21:23 M-8 FLOOR TRUSS MACHINE 230 3 10 (2) 63.0 240 100 3 HD—NF 3R 3—#6 #8 1-1/4" 70/3 P2-19:21:23 M-9A AIR COMPRESSOR 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-25:27:29 M-98 AIR COMPRESSOR 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-31:33:35 M-9C AIR COMPRESSOR 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-2:4:6 �M-10A GANTRY TABLE 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-8:10:12 M-10B GANTRY TABLE 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-14:16:18 M-11 ROLLER PRESS 230 3 10 35.0 240 60 3 HD—NF 1 3—#8 #10 1" 50/3 P1-20:22:24 M-12 HYDRAULIC STACKER 230 3 15 53.0 240 100 3 HD—NF 3R 3—#6 #8 1-1/4" 70/3 P2-25:27:29 I M-5 P2-7: 9: 11 P2-20: 2 3 +-P2-1:3:5 I O & SYSTEMS PLAN - I I CONTACTORS C-1—C-8 II]Ili7� III]■■� 111 ■ ■ • ■ �, III ■,■ �■ • A ■ ■ METER P 2-19: 21: 23 I PNL el "P1 "-/ ~PNL "P2" ENLARGED ELECTRICAL ROOM PLANS` r SCALE: 1/4" = V-0" ILA M-9A P 2- 25: 27: 29 P2-31: 33: 35 P1-2:4:6 ELEC ROOM I LA-10 SEE ENLR0A ED ELEC 0 PLAN P1-8:10:12 THIS SHEE 4 P2-25:27:29 11 H O M-12 H -1Y.1d:18 LA-2 COPYRIGHT 2003 M. G. RUSSO & ASSOCIATES, P.A. ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, ESTIMATES, SPECIFICATIONS, FIELD NOTES, AND DATA INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND REMAIN THE PROPERTY OF THE ENGINEER AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE CLIENT OR OTHERS ON EXTENSION OF A PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT SPECIFIC WRITTEN VERIFICATION OR ADAPTATION BY THE ENGINEER WILL BE AT THE CLIENTS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER THE CLIENT SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. ANY SUCH VERIFICATION OR ADAPTATION WILL ENTITLE THE ENGINEER TO FURTHER COMPENSATION AT RATES TO BE AGREED UPON BY THE CLIENT AND ENGINEER. 0 M. G. RUSSO & ASSOCIATES, P.A. N� Fh CONSULTING ENGINEERS " CM 3496 OLNGr 03006 401 W. COLONIAL DRIVE. S111TE 5 • ORLANDO, FLORIDA 32804 . (407) 849.5112 NOTES / SYMBOLS: 1, 240V, 30A, 30, HD, NON FUSED DISCONNECT SWITCH 2. (3)—#10, (1)—#10 GND, THWN, CU, 3/4" C. 3. WIRE COILS FOR CONTACTORS C4 THRU C8 TO CONTROL SWITCH BY DOOR. PROVIDE LAMINATED LABEL WITH 1/4" HIGH LETTERING AT CONTROL SWITCH: "ROOF EXHAUST FAN CONTROL" 4. (2)—#10, (1)—#10 GND, THWN, CU, 3/4" C. 5. PROVIDE (2) 2" C. FROM PRODUCTION BUILDING TO COMPUTER EQUIPMENT CLOSET IN NEW ADMINISTRATION BUILDING. PROVIDE SURGE PROTECTION DEVICES (SPD) AT ALL DATA WIRING ENTRY CONNECTION POINTS FOR BOTH BUILDINGS 6. MOUNT SIMPLEX OUTLETS CONCEALED BEHIND SKIRT OF ELECTRIC WATER COOLERS NEW OFFICE BUILDING & PRODUCTION FACILITY FOR: C L ASS I C T R US S FT. PIERCE, FLORIDA NOTICE: The data In this document Incorporates proprietary rights of INNOVATIVE QUEST 11 CORPORATION - (ull service architecture, 505 Kansas Woods Court Orlando, Florida 32824. Any party accepting this document does so In confidence and egress that It shall not be duplicated in whole or In part, nor disclose to others without the consent of INNOVATIVE QUEST II -full service architecture. :3.2 Dsgn'd :MGR Date 06,02.04 Drwn : TJ Date :05.27.04 Chk'd : MGR Date :06.04.04 Submitted :06.04.04 Scale : 3/32" = V-0" Sheet Title POWER & SYSTEMS PLAN IQ.03028 MALCOM G RUSSO P.E. 1-:6 - k-04 FLA REG #16836 C O R P O R A T I O N full s rvi a architecture 505 Kansas Dods Court Orlando, F rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 email: IQ2@bell outh.net 000251 BUILDING STEEL EXOTHERMIC CONNECTION PRI, BY UTILITY CO, 1200/3 'a) •IG #3/C SERVICE TRANSFORMER BY FT. PIERCE UTILITY 150/3 AUTOMILL SAW MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUND WATER METER 3/4" X 30' DRIVEN COPPERWELD GROUND RODS 181 MDP 240/12OV,1200A DELTA: HI -LEG B A.I.C. RATING: 22,000 • 30/3 400/3 PNL "P1" 400/3 M.L.O. 51 IF 400/3 PNL „P2„ 400/3 M.L.0. POWER RISER DIAGRAM - PROD. BLDG. NO SCALE 225/2 A PNL "LA" 225/2 M.L.O. 5 FIRE ALARM SYSTEM: PART - 1 GENERAL A. TYPE OF SYSTEM: 1, THE FIRE ALARM SYSTEM SHALL BE AN ADDRESSABLE, CODED SYSTEM WITH 120V WITH BATTERY BACK-UP. B. EQUIPMENT MANUFACTURER: 1. THE FIRE ALARM CONTROL PANEL SHALL BE A SIMPLEX 4020 OR ENGINEER APPROVED EQUIVALENT AS MANUFACTURED BY NOTIFIER, SIEMENS CERBERUS. 2. THE FIRE ALARM SHALL MEET OR EXCEED THE REQUIREMENTS OF All STATE, AND/OR LOCAL CODES AND ORDINANCES. 3. FIRE ALARM SYSTEM SHALL BE SUBMITTED TO AND APPROVED BY THE LOCAL FIRE MARSHALL OR AUTHORITY HAVING JURISDICTION PRIOR TO ORDERING. 4. SUBMIT TO THE ENGINEER AND LOCAL FIRE MARSHALL FOR APPROVAL, SHOP DRAWINGS INDICATING MANUFACTURES DATA SHEETS PROPERLY IDENTIFYING THE EQUIPMENT TO BE FURNISHED, INSTALLATION WIRING DIAGRAMS AND BATTERY CALCULATIONS PRIOR TO BEGINNING WORK. C. FUNCTIONS: 1, THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE ELECTRICALLY SUPERVISED, ANNUNICATED, ADDRESSABLE FIRE ALARM SYSTEM WITH PROVISIONS FOR FUTURE EXPANSIONS. THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL CONTROL PANELS, POWER SUPPLIES, SIGNAL INITIATING DEVICES, AUDIBLE AND VISUAL DEVICES AND ALL ACCESSORIES. 2. THE FIRE ALARM SYSTEM SUPPLIER SHALL FURNISH ALL SPECIAL BACKBOXES TO THE ELECTRICAL CONTRACTOR AND DETAIL THEIR INSTALLATION. 3. ALARMS SHALL BE U.L. LISTED VOICE ALARM HORNS AND FLASHING STROBE LIGHTS. ALL COMPONENTS SHALL BE U.L. LABLED FOR OPERATION WITH THE FIRE ALARM CONTROL PANEL AND LISTING SHALL BE FURNISHED TO THE ENGINEER. UPON ALARM OF THE SYSTEM A "SLOW WHOOP" TONE SHALL BE EMITTED. 4. THE ENTIRE SYSTEM SHALL BE SUPERVISED AGAINST OPENS OF GROUND AND SHALL BE DESIGNED TO OPERATE ON PARALLEL CIRCUITS SO THAT THE LOSS OF ANY ONE SIGNALING DEVICE WILL NOT PREVENT OTHER DEVICES FROM SOUNDING AN ALARM. SERIES TYPE CIRCUITS WILL NOT BE ACCEPTED IN THIS SYSTEM. 5. CONTROL PANEL a. THE CONTROL PANEL SHALL BE A SINGLE ENCLOSURE WITH A LOCKED DOOR TO HAVE A VIEWING PANEL TO ALLOW ALL STATUS INDICATORS AND CONTROLS TO BE EASILY VIEWED, YET ACCESSIBLE TO AUTHORIZED PERSONNEL. b. COMMON CONTROL MODULE TO PROVIDE PROCESS LOGIC, SYSTEM CONTROL FUNCTIONS, ALARM RESOUND, TROUBLE RESOUND, ALARM LOCKOIN, SYSTEM RESET, GROUND DETECTON, EXTERNAL TROUBLE CAPABILITY, SIGNAL SILENCE LED, c. ALARM RECEIVING MODULES SHALL READ ADDRESSABLE ADDRESSES WITH PULSING RED LED THAT CHANGES TO STEADY STATE WHEN THE SIGNALS ARE SILENCED. AMBER TROUBLE LED TO INDICATE OPENS OR GROUNDS IN THE CIRCUIT. J. BATTERY STAND-BY SHALL BE CAPABLE OF OPERATING THE ENTIRE SYSTEM UNDER NORMAL CONDITION FOR A MINIMUM OF 24 HOURS WITH RESERVE CAPABILITY TO SOUND ALARM SIGNALS FOR 90 MINUTES AT THE END OF THE PERIOD. e. AUTOMATIC BATTERY CHARGE WITH TRICKLE RATE AND HIGH CHARGING CAPABLE OF RESTORING A COMPLETELY DISCHARGED BATTERY TO 70 PERCENT OF FULL CHARGE IN 12 HOURS AND SHALL SUPERVISE BATTERIES FOR LOW VOLTAGE AND BATTEY DISCONNECT, 6. MANUAL PULL STATIONS SHALL BE DOUBLE ACTION TYPE WITH METAL HOUSING AND SHALL BE U.L. LIST TO OPERATE WITH FIRE ALARM CONTROL PANEL USED, THE MAIN ACTION LEVER SHALL LOCK IN THE OPENED POSITION AND SHALL HAVE A KEY RESET AND TEST. 7. PROVIDE PRODUCTS OF COMBUSTION SMOKE DETECTORS AS LOCATED ON THE DRAWINGS. DETECTORS SHALL BE. ADDRESSABLE AND SHALL REPORT "ALMOST DIRTY", "DIRTY", "VERY DIRTY" 8. AUDIO ALARM SIGNALS SHALL BE HORNS. SOUND PRESSURE LEVELS SHALL BE 92db AT 10 FEET. 9. VISUAL DEVICES SHALL HAVE MINIMUM CANDELLA RATING AS INDICATED ON THE DRAWINGS. 10. FIRE ALARM ANNUNICATOR SHALL INCLUDE ALL SYSTEM READ OUTS ON LIQUID CRYSTAL SCREEN (MINIMUM 80 CHARACTER) AND SHALL BE MOUNTED IN 5 GANG BOX, SYSTEM WILL BE ABLE TO BE SILENCED FROM REMOTE AA�NUNICATOR BUT NOT RESET, PAIIRT 3 - EXECUTION: A. REMOTE MONITORING: 1. CONNECT TO TELEPHONE SYSTEM FOR REMOTE STATION MONITORING. SERVICES OF AN APPROVED CENTRAL STATION FACILITY AND TELEPHONE LINES TO BE PROVIDED BY THE OWNER. 2. FURNISH TO LOCAL FIRE MARSHALL THE NAME OF INSTALLING COMPANY, LICENSE NUMBER AND CONTACT PERSON.. B. INSTALLATION AND START-UP: 1. INSTALLATION OF WIRING AND EQUIPMENT SHALL BE DONE BY A QUALIFIED ELECTRICIAN UNDER THE SUPERVISION OF MANUFACTURER'S TECHNICIAN. 2. THE MANUFACTURER'S TECHNICIAN SHALL INSPECT THE ENTIRE INSTALLATION PRIOR TO POWER BEING APPLIED TO THE SYSTEM. THE TECHNICIAN SHALL START-UP AND TEST THE SYSTEM AND PROVIDE WRITTEN CERTIFICATION OF PROPER SYSTEM PERFORMANCE. C. GUARANTEE: 1. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE THE INSTALLATION TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE THE SYSTEM IS PUT INTO BENEFICIAL OPERATION AND THE MANUFACTURER SHALL GUARANTEE ALL EQUIPMENT TO BE FREE OF DEFECTS FOR THE SAME PERIOD. COPYRIGHT 2003 M. G. RUSSO & ASSOCIATES, P.A. ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, ESTIMATES, SPECIFICATIONS, FIELD NOTES, AND DATA INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND REMAIN THE PROPERTY OF THE ENGINEER AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE CLIENT OR OTHERS ON EXTENSION OF A PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT SPECIFIC WRITTEN VERIFICATION OR ADAPTATION BY THE ENGINEER WILL BE AT THE CLIENTS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER. THE CLIENT SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. ANY SUCH VERIFICATION OR ADAPTATION WILL ENTITLE THE ENGINEER TO FURTHER COMPENSATION AT RATES TO BE AGREED UPON BY THE CLIENT AND ENGINEER M, G. RUSSO & ASSOC/A MS, P.A. CONSULTING ENGINEERS CA, 349s *r 03006 401 W. COLONIAL DRIVE. 9DITE 5 • ORLANDO, FLORIDA 32004 . (407) 849-5112 ® REFERENCE NOTES 1. (3) SETS: (3)-#600, (1)-#1 /0 NEUT., THWN, CU, 3 1 /2" C. 2. (3)-#10, (1)-#6 GND, THWN, CU, 2" C. 3. (5)-#8, THWN, CU, 1" C. 4. (3)-#600, (1)-#1 /0 NEUT., (1)-#3GND, THWN, CU, 3 1 /2" C. 5. (3)-#4/0, (1)-#4/0 NEUT., THWN, CU, 2 1/2" C. 6. EQUIPMENT STARTER IS EXISTING EQUIPMENT 7. SQUARE-D #TVS3MAZ4A, NEMA 1 ENCLOSURE 8. MAX GROUND RESISTANCE: 25 OHMS AS MEASURED BY THE FALL -OF -POTENTIAL METHOD NOTE CONTRACTOR TO PROVIDE OWNER W/ SELECTION OF FINISHES (CARPET, TILE, PAINT, CEILING GRID & TILE, WALL BASE, STORE FRONT, ETC.) TO APPROVE NEW OFFICE BUILDING & PRODUCTION FACILITY FOR: CLASS IC TRUSS FT. PIERCE, FLORIDA NOTICE : The data in this document incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION - full service amhitecl 505 Kansas Woods Court Orlando, Florida 32824. Any pony accepting this document does so in confidence and agrees that It shall not be duplicated in whole or In pan, nor disclose to others without the consent of INNOVATIVE QUEST II -full service architecture. E4.2 Dsgn'd MGR Date 1 JAN 03 Dnvn JAN Date 1 JAN 03 Chk'd MGR Date 1 JAN 03 Submitted 6.04.04 Scale NONE Sheet Title ELECTRICAL RISERS 0 10.03028 MALCOLM G. RUSSO, P.E. FLA. REG. #16836 MW C O R P O R A Titec1 0 N full s rvi a archture 505 Kansas Clods Court Orlando, F rida 32824 phone: 407.4 8.3008 fax: 407,438. 006 email: IQ2@bell outh.net 000251 Y LIGHTING FIXTURE SCHEDULE LAMP REF TYPE MOUNTING DESCRIPTION MANUFACTURER & CAT. NO. NOTES QTY VOLTS WATTS TYPE H.J.D. PENDANT ENCLOSED HIGH BAY, SPUN ALUMINUM DAY-BRITE #HBE40OM240-A24E, WITH ALL 1 240 400 MH A REFLECTOR, TEMPERED GLASS LENS REQUIRED MOUNTING HARDWARE FLUOR PENDANT INDUSTRIAL FLUORESCENT, 20 GA DIE WILLIAMS #82-8-296HO-EB2-120 2 120 110 T12, H B FORMED COLD ROLLED STEEL, ELECTRONIC BALLAST, CLASS P FLUOR SURFACE MODULAR FLUORESCENT, METAL SIDED UNIT, DAY-BRITE #2SM232-FS12-120 2 120 32 T8 C WITH 0,125" PRISMATIC LENS D FLUOR SURFACE FLUORESCENT STRIP, 24" DAY-BRITE #T220-120 2 120 20 T12 EMERG SURFACE DIE -FORMED 20 GA STEEL DOUBLE -HEAD MCPHILBEN #ES61_25W 2 6 9 WEDGE BA E EM EMERGENCY UNIT, 25W (1-1/2 HR) SEALED TUNGSTEN LEAD CALCIUM BATTERIES, SELF DIAGNOSTIC OPTION FLUOR LAY -IN STEEL HOUSING, SHALLOW BODY LAY -IN DAY-BRITE #2TG432-DB12-120 4 120 32 T8 F TROFFER, 0.125" PRISMATIC LENS FLUOR LAY -IN SAME AS TYPE "F" BUT WITH EMERGENCY DAY-BRITE #2TG432-DB12-120-E5 4 120 32 T8 FE BATTERY PACK, 1100 LUMENS FLUOR WALL WALL -MOUNTED 2-LAMP, SEMITRANSLUCENT DAY-BRITE #SWB232A-120 2 120 32 T8 G PRISMATIC ACRYLIC LENS HE FLUOR SURFACE FLUORESCENT STRIP, 48" WITH EMERGENCY DAY-BRITE #T232-120 -E5 2 120 32 T8 BATTERY PACK, 1100 LUMENS FLUOR WALL WALL BRACKET, COMPACT FLUORESCENT, PROGRESS #P7192-31 2 120 13 13W TWIN DL J BLACK FINISH, CLEAR PRISMATIC POLYCARBONATE LENS H.I.D. WALL CAST ALUMINUM WALL LIGHT, CLEAR DAY-BRITE #WLA150M23-PCR 1 120 150 MH K POLYCARBONATE LENS WITH FIELD ADJUSTABLE CUTOFF REFLECTOR EXIT WALL DIE -FORMED STEEL WITH BATTERY OPTION, McPHILBEN # LED-I-R-EM-8-DR -- 120 2.2 LED _ X DAMP LOCATION RATED 120/240 VOLTS 3 PHASE 4 WIRE PANEL P1 400 AMPS MLO 400 AMP BUS 22K AIC SURFACE MTG NEMA 1 TYPE NQ D KVA PHASE K A OTHER REC LTG LOAD BK PL IAIB IC PL BK LOAD LTG REC OTHER 2.1 JACK TABLE 30 3 1 2 50/3 AIR COMPRESSOR 3.9 2.1 3 4 3.9 2.1 5X T 6 3.9 3.9 ROLLER PRESS=50 7 8 50/3 GANTRY TABLE 3.9 3.9 9 10 3.9 3.9 11X 12 3.9 3.9 LIVE DECK13 X 14 50/3 GANTRY TABLE 3.9 3.9 15 X 16 1 3.9 3.9 17 X 18 1 3.9 2.1 REFUSE SYSTEM 3013 19 X 20 50/3 ROLLER PRESS 3.9 2.1 21 X 22 1 1 13.9 2.1 23 X 24 1 1 3.9 3.9 AIR COMPRESSOR 50 3 25 X 26 SPACE 3,9 1 1 27 X 28 3.9 1 1 30 3.9 AIR COMPRESSOR 937 32 SPACE 3.9 34 3.9 SX38 36 SPACE SPACE 40 42 59.4 0.0 0'0 SUB TOTALS 0.0 O.D 46.8 TOTAL CONN. KVA 106.2 TOTAL DEMAND KVA 106.2 CONNECTED KVA 0.0 0. D 106.2 VOLTAGE 240 DEMAND FACTOR 1.25 * 1.0 DEMAND AMPS 255.5 DEMAND KVA 1 0.0 0. 106.2 120/240 VOLTS 1 PHASE 3_ WIRE PANEL LA 225 AMPS MLO 225 AMP BUS 22K AIC SURFACE MTG NEMA 1 TYPE NQOD KVA PHASE KVA OTHER REC LTG LOAD BK PL A B PL BK LOAD LTG REC OTHER 1.8 HIGH BAY LTG - MH 20/2 1 X 2 20 1 GENERAL RECEPTACLES 1.1 1.8 y 3 X 4 20 1 ELEC WATER COOLERS 1.6 1.8 HIGH BAY LTG - MH 20/2 5 X 6 20/1 RESTROOM GFI 1.2 1.8 7 X 8 20 1 GENERAL RECEPTACLES 1.1 0.9 HIGH BAY LTG - MH 20/2 9 X 10 20 1 GENERAL RECEPTACLES 0.4 0.9 y 11 JX. 12 20 1 SPARE 1.0 1.8 HIGH BAY LTG - MH 20/2 13 XI 1 14 20/1 SPARE 1.0 1.8 y 15 1XI 16 20 1 SPARE 1.0 1.8 HIGH BAY LTG - MH 20/2 17 XI 18 20 1 SPARE 1.0 1.8 y 19 X 20 1.8 HIGH BAY LTG - MH 20/2 21 X 22 1.8 23 1 X 24 1.6 HIGH BAY LTG - FLUOR 20 1 25 X 26 1.6 HIGH BAY LTG - FLUOR 20 1 271 X 28 1.3 y 29 X 30 0.2 RESTROOMS, JAN CLOS 20 1 31 X 32 1.0 1EXTERIOR BLDG LIGHTS 20 1 33 XI 34 0.9 HIGH BAY LTG - MH 20 2 35 X 36 0.9 37 383940 tX Z 42 0.0 1 0.0 27.3 SUB TOTAL 0.0 5.4 4.0 TOTAL CONN. KVA 43.5 IDEMAND TOTAL DEMAND KVA 39.2 CONNECTED KVA 27.3 5.4 4.0 VOLTAGE 240 DEMAND FACTOR 1.25 * 1.0 DEMAND AMPS 163.1 KVA 34.1 5.4 4.0 120/240 VOLTS 3 PHASE 4 WIRE PANEL P2 400 AMPS MILO 400 AMP BUS 22K AIC SURFACE MTG NEMA 1 TYPE NQOD KVA PHASE KVA OTHER REC LTG LOAD BK PL A B C PL BK LOAD LTG REC OTHER SPACE 1 X 2 SPACE 3 X 4 5 X 6 11.1 TURBO WEB 100 3 7 X 8 15/3 EF-6 1.0 11.1 9 X 10 1 1.0 11.1 11 X 12 1 1.0 8.9 ALS MACHINE 80 3 13 X 14 15/3 EF-7 1.0 8.9 15 X 16 1.0 8.9 17 X 18 1.0 7.8 FLOOR TRUSS MACHINE 70/3 19 X 20 15/3 EF-8 1.0 7.8 21 X 22 1 1.0 7.8 23 X 24 1.0 5.9 HYDRAULIC STACKER 70 3 25 X 26 15/3 EF-9 1.0 5.9 27 X 28 1.0 5.9 29 X 30 1.0 SPACE 31 X 32 15/3 EF-10 1.0 33 X 34 1 1 1 1.0 35 36 1.0 SPACE 37 38 SPACE 3940 flX Z42 101.1 0.0 0.0 SUB TOTALS 0.0 0.0 15.0 TOTAL CONN. KVA 116.1 TOTAL DEMAND KVA 116.1 CONNECTED KVA 0.0 0.0 116.1 VOLTAGE 240 DEMAND FACTOR 1.25 * 1.0 DEMAND AMPS 279.30 DEMAND KVA 0.0 0.0 116.1 ELECTRICAL SCHEDULES as PRODUCTION BUILDING NO SCALE COPYRIGHT 2003 M. G. RUSSO & ASSOCIATES, P.A. ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, ESTIMATES, SPECIFICATIONS, FIELD NOTES, AND DATA INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND REMAIN THE PROPERTY OF THE ENGINEER AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE CLIENT OR OTHERS ON EXTENSION OF A PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT SPECIFIC WRITTEN VERIFICATION OR ADAPTATION BY THE ENGINEER WILL BE AT THE CLIENTS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, THE CLIENT SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. ANY SUCH VERIFICATION OR ADAPTATION WILL ENTITLE THE ENGINEER TO FURTHER COMPENSATION AT RATES TO BE AGREED UPON BY THE CLIENT AND ENGINEER Me G. RUSSO & ASSOCIATES, P.A. [ym CONSULTING ENGINEERS w CA, 3496 °ouxc 08006 401 W. COLONIAL DRIVE 8017E 8 • ORLANDO, FLORIDA 31804 • (407) 849.5112. NEW OFFICE BUILDING & PRODUCTION FACILITY FOR: CLASSI C TRUSS FT. PIERCE, FLORIDA NOTICE: The date In this document Incorporates proprietary rights of INNOVATIVE QUEST II CORPORATION -full service architect 505 Kansas Woods Court Orlando, Florida 32824. Any party accepting this document does so In confidence and agrees that It shell not be duplicated In whole or In part, nor disclose to others without the consent of INNOVATIVE QUEST II -full service architecture. E6.1 Dsgn'd : MGR Date 06,02.04 Dawn : TJ Date :05,27.04 Chk'd : MGR Date :06.04.04 Submitted :06.04.04 Scale : 3/32" = V-0" Sheet Title ELEC. SCHED.-PROD.BLDG. 10.03028 MALCOM G RUSSO P.E. FLA REG Tow 'C O R P O R A T I O N full s rvi a architecture 505 Kansas Clods Court Orlando, F rida 32824 phone: 407.4 8.3008 fax: 407.438. 006 email: IQ2@bell outh.net AA 000251