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HomeMy WebLinkAbout2150-2160 Spinner Ln 04-203 New construction4cgleoww 4RI&O . 5 PI�JER � ^) N p � -ao3 r r`— BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION, PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL, CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE'THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA-337 2. SBCCI COMPLIANCE REPORT NO, 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200115-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC-34 APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE CIZARI Y INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED #TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY 11NTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D I A . 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 8. NATIONAL BUILDING CODE OF CANADA. MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM-A529 OR A-572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM-A570 OR A607 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi.. MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING AS.T.M. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP-636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB -SECTION 2203.2 AND 2203.3.) SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE" ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. RAIN FAI I INTENSITY I,` FQllAl TO 10 INCHES PER HOAR FOR I i DRAWING STATUS FOR APPROVAI THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PFRMIT• THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRII(;TInI FINAL DRAWINGS. DATE BUILDING DESCRIPTION: ENDWAlI FRAME TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" 128 —0" 60,-0" 21'-2 1:12 BEARING FRAME MAN FRAME BLDG. "B" 18'-0 75'-10 12'-0 3:12 MAIN FRAME MAN FRgv!E WARNING* IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED, BASE CONDITION: SHEETING: BLANKET TYPE INSULATION: FORMED BASE ANGLE 26 Ca EE�PBR�18DROOF NONEO BY MANUFACTURER O BY OTHERS l� ROOF O WALL 0 UL-25NO RECESS 26 Go SELF DRILLING SCREWS * ZINC CAPPED TAPE SEAL: TRIM: (1/8" POP RIVETS AT SPLICES) MEMBER ROOF( # 12 X I ) STITCH ROOF( # 14 x q ) ANCHOR BOLTS 3/8"0 26 Ga TBD RAKE MEMBER WALL( # 12 X Ia ) STITCH WALL( # 14 x e ) BY OTHERS 1" 0 26 Ga TBD EAVE RAKE TO ROOF: STITCH RAKE TO 'NALL: STITCH WARRANTIES 26 Go TBD GUTTER GUTTER TO ROOF: STITCH GUTTER STRAPS: STITCH MAY BUILDING U.L. 90 NO 26 Ga TBD DOWNS. CORNER TRIM: STITCH RAKE ANGLE: MEMBER C] FACTURER 20 YR ROOF YES 26 CA TBD CORNER ADDITIONAL FEATURES: 20 YR. WALL I YES 1 1 26 Ga I TBD ACCESS, BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FL. BUILDING CODE THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DEAD I OAD 2.0 PSF ( FOR ROOF PANELS AND PURLINS > DRAWING INDEX COI I ATFRAI DEAD I OAF) - PSF ISSUE PAGE DESCRIPTION ROOF I IVF I CAP) A C1 of l COVER SHEET PRIMARY FRAMING 12 PSF SECONDARY FRAMING 20 PSF A Es-t INSTALLATION PROCEDURES AUXII IARY I IVF I OAF) - PSF GROUND SNOW I OAD - PSF ( Ce = - ) 0 Ft of 3 ANCHOR BOLT PLAN ROOF SNOW I OAD - PSF 0 F2 of 3 BASE PLATE DETAILS 0 WIND TOAD 110 MPH, EXPOSURE C F3 of 3 REACTIONS SEISMIC 70NF ,ss = 0,113 Sl =0,05 A El of 8 ROOF FRAMING PLAN Seismic Use Group I A E2 of 8 SIDEWALL FRAMING Seismic Design Category A A E3 of 8 SIDEWALL FRAMING Site Class A A E4 of 8 ENDWALL FRAMING IMPORTANCE FACTORS Basic Structural System - Dual system with ordinary A E5 of 8 ENDWALL FRAMING WIND LOAD 1.0 moment frames of steel & A E6 of 8 FRAME CROSS SECTION concentrically braced frames A E7 of 8 FRAME CROSS SECTION SNOW LOAD 1.0 Response Modification Factor (R) 4,5 A E8 of 8 FRAME CROSS SECTION SEISMIC LOAD 1,0 Deflection Amplification Factor (Cd) 40 Analysis Procedure - Equivalent Lateral Force ME77ANINF I OAFS A St of 3 STANDARD DETAILS LIVE LOAD N/A PSF DEAD LOAD N/A PSF A S2 of 3 STANDARD DETAILS CRANE INFORMATION N/A A S3 of 3 HYDRO -SWING DETAILS I A I W1 of of 2 STANDARD WELD ➢ETAILS I A I W2 of 2 STANDARD WELD DETAILS 1 NOT THE ENGINEER OF RECORD F') Idt OVEP I1.:,PROJECT. APR IJIS REVISIONS DESCRIPTION BY CK'D metallic building company FOR PERMIT RS CT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION COVER SHEET SIZE SEE ABOVE CUSTOMER J.B. MATHEWS COMPANY a TRACY FORREST LOCATION SANFORD, FL, CAD BY RS DRN. BY CK'O BY DATE SCALE OB 10. PH BLDG. OESC. SHEET N0. ISSUE NONE 0605-207249 I�HA1 C1 of 1 A CUSTOMER SERVICE PROCEDURES In order to give you prompt services and keep problems to a minimum, please handle any shortages or back charges in the following manner: Carefully check your packing list while unloading. Mark any items, which appear to be missing and notify the Customer Service Department at 1-800-777-9378 as soon as possible. Calling someone else could delay the proper response. I SHORT MATERIALS - Immediately upon delivery of material, quantities are to be verified by the Customer a oinst quantities that are billed on the shipping document. Neither the Manufacturer nor the 9 carrier is responsible for the material shortages against the quantities billed on shipping document if such shortages are not noted on shipping documents when the material is delivered, and then acknowledged by the carrier's agent. If the carrier is the Manufacturer, claims for shortages ore to be made by the customer to the common carrier. If the material quantities received are correct according to the quantities that are billed an the shipping documents, but are less than the quantities ordered or the quantities that are necessary to complete the metal building according to the Order Documents, claim is too be made of the Manufacturer. IL DAMAGED OF DEFECTIVE MATERIAL — Damaged or defective material, regardless of the degree of damage, must be noted on the shipping documents by the Customer and acknowledged in writing by the carrier's agent. The Manufacturer is not responsible for material damaged in unloading of packaged or nested materials, including, but not limited to: fasteners, sheet metal, "C" & "t sections & covering panels that become wet and/or damaged by water while in the possession of others. Packaged or nested material that becomes wet in transit must be unpacked, unstacked and dried by the Customer. If the carrier is the Manufacturer, the Customer must make claim for damage directly to the Manufacturer. If the carrier is a common carrier, the Customer must make the claim for damage to the common carrier. The Manufacturer is not liable for any claim whatsoever including, but not limited to labor charges of consequential damages resulting from the Customer's use of damaged of defective materials that can be detected by visual inspection. III FXCFSSIYE MAIERIAI The Manufacturer reserves the right to recover any material delivered in excess or those required by the Order Documents. IV iNITIAL CLAIM - In the event of error, the Customer must promptly make a written or verbal "Initial Claim" to the Manufacturer for the correction of design, drafting, Bill of Materials of fabrication error. The "Initial Claim" includes: 1. Description of the nature and extent of the errors, including quantities. 2. Description of the nature and extent of proposed corrective work including estimated man-hours. ES01 PROCEDIMIENTOS DE SERVICIO AL CLIENTE En arden de clorle an mejor servicio y reducir los problemas at minima, par favor diriga cualquier falto a exceso de material de la siguiente manera: Cheque cuidadosomente sus paquetes mientras son descargados. Marque cualquier objeto que parezca no enconterse, si asi es, )lame y notilique of Departamento de Servicio at cliente of numeral es 1-800-777-9378 tan pronto come le sea posible. Uumando podria ahorrarse tiempo at encontor on responsable de to (alto de material. I FAITA OF MAC_- Inmediatamente despues de to entrego del material, of cliente debe verificar que sus cantidades seen las mismas que oporecen focturadas en to arden de compro. Ni el fabricante , ni el transportista son responsables del material faltante que aporece facturodo on el recibo, si la (alto es notificada en of documento cuando of material es enlregado y es admitido par el transportista. Si of bee-sportisto es of fabricante, las quejas par (alto de material reran hechas par el cliente a el transportisto. Si las cantidades de materiales recibidos son correctos de acuerdo a los cantidades facturadas en la recibo , pero el material ardenado es menos del requerido para completer to construccian de acuerdo a la orden de compro, [as quejas reran hechos at fabricante. II MATERIAL DANADO 0 D FFEF IUOSO - Material danado o defecluoso, de acuerdo al grado defectuosidad en que se encuentre, debe set natificado on el recibo par el cliente y admitido par escrito par of transportista. El fabricante no se hate responsable par el material donado en to descarga de los paquetes o mientras estos son empocados, inluyendo, pero no limitodo solo u eso, fasteners, laminas , secciones de "C' y "Z" y cubiertas que se mojon o clarion par el aqua mientras se encuentron en posesion de olros. Material empacado que se maje mientras se soslado, debera ser desempocado, separado y secede par el cliente. Si el fabricante es el transporlisto, el cliente debera hater la quejo par defectuosidad directomente at fabricante. Si of transporTisto es el agente hanspor6sta o of encorgado del translado del material, el cliente debera hater la quejo at antes mencionado. El fabriconte no es responsible de ninqun Upo de quejo, no se limits a los danos consecuentes resultodo del use de material danado a defectuoso par at cliente ,si eslos danos son deteclados par inspection visual. m MATERIAL EN EXCESO - El fabricante se reserve of derecho de recoger o recobrar cualquier material que foe entregodo en exceso de acuerdo at requerido en to orden de compra. IV OUEIA INICIIA - A percatarse del error, el cliente ropidamenle debera hater, yo sea par escrito 0 verbal una quejo inicial at fabricante para to correcion del diseno, dibujo, facturacion del material o error de fabrication. La quejo inicial incluye: I. Lo description de to naturalezo y grado de error, incluyendo cantidades. 2. Description de to noturolezo y el grodo de correcion del trabajo propuesto, incluyendo estimation hombre -horn. ES01- 3. Material to be purchased from other than the Manufacturer, including estimated quantities and cost. 4. Maximum total cost of proposed corrective work and material to be purchased from other than the Manufacturer. AUTHORIZATION FOR CORRECTIVE WORK If the error is the fault of the Manufacturer, on "Authorization for Corrective Work" must be issued in writing by the Manufacturer to authorize the corrective work at a cost not to exceed the maximum total cost set forth. Alternative corrective work other than that proposed in the "Initial Claim" may be directed by the Manufacturer in the °Authorization of Corrective Work." Only the Customer Service Department may authorize corrective work. V. FINAL CLAIM - The "Final Claim" in writing must be forwarded by the Customer to the Manufacturer within ten (10) days of completion of the corrective work authorized by the Manufacturer. The 'Final Claim" must include: 1. Actual number of man-hours by date of direct labor use on corrective work and actual hourly rates of Pay 2. Taxes and insurance on total actual direct labor. 3. Other direct costs on actual direct labor. 4. Cost of material (not minor supplies) authorized by the Manufacturer to be purchased from other than the Manufacturer, Including copies of paid Invoices. 5. Total actual direct cost of corrective work (surn of 1, 2, 3 & 4). The "Final Claim" must be signed and certified true and correct by the Customer. "Final Claims" are credited to the Customer by the Manufacturer. in an amount not to exceed the lesser of the maximum total cost set forth in writing in the "Authorization for Corrective Work" or total actual direct cost of corrective work. 6. Cost of equipment (rental or depreciation), small tools, supervision, overhead and profit are flat subjected to claims. VI STRUCTURAL FRAMING SHOP PRIMER - The coat of shop primer is intended to protect the steel framing for only a short period of exposure to ordinary atmospheric conditions. The coat of shop primer does not provide the uniformity of appearance, or the durability and corrosion resistance of a field applied finish coat of point over a shop primer. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any field applied coating. Minor abrasions to the top coat caused by handling, loading, shipping, unloading and erection aller painting ore unavoidable. Touchup of these minor abrasions is the responsibility of the Customer. VII SHIPMENT ARRIVAL TIME - Every effort will be made to see that the carrier arrives at the jobsite on the requested day and at the requested hour. Manufacturer makes no warranty and accepts no responsibility for costs associated with a shipment not arriving at a requested time unless a separate agreement has been made in writing for a guaranteed arrival time. ES02 3. Material que sera comprado a are que no sea el fabriconte, incluyendo cantidades estimadas y castes. 4. Costo total maximo propuesto de to correcion del trabajo y material que sera comprado a otro que no sea el fabricante. AIITORIZACION PARA CORRECCION of TRABAJOS - Si el error es culpa del fubricante, one autorizacion pare correcion de trabajo, debera set cmitida en escrito par el fabricante , pare autorizar la correcion siempre y cuando no exceda el costo total maximo establecido. El fabricante en to autorizacion de correcion de trabajo, puede corregir el trabojo de acuerdo y solamente on to establecido on to quejo inicial, El Departamento de Servicio al cliente es of unico que puede outorizar to correcion de on trabajo. v. 000A FINAL - Lo quejo line[ escrito debe set enviada par el cliente at fabricante con 10 dias de anticipation antes de completer to correcion del trabajo. La queja final incbiye: 1. Numero real de hombre -horns par (echo de trabajo directo usadas en corregir el trabajo y page real de porcentaje de horns. 2. Impuestos y aseguranza real y total del trabajo 3. Otros costos directos, de trabajo real directo 4. Costo del material (no suplementos menores) autorizacion del fabricante para compror a otro que no sea of mismo. Incluyendo copies de factures. 5. Costo real directo total de trabajo corregido (incises 1,2,3,4,5). La quejo final debera set [irmado y certificado verdadero y correctomente par el cliente. Quejas finales son acreditadas at cliente par of fabricante en one contidad que no exceda el minima de costo total maximo establecido y inscrito an la autorizacion de correcion de trabajo o costo total real directo de trabajo corregido. 6. Costa del equipo (olquiler o depresiocion) herramientas pequenas, supervision, pequenos sobregiros y benelicios no sujetos a quejos. vl MARCO ESTRUCIURAI (SHOP PRIMER) - La capa de shop primer (primero capa de pinturu protectors) intents proteger at morco de acero par an determinodo tiempo de exposition a condiciones otmosfericas ordinaries. La capa de shop primer no proporciona unifoimidad de apariencia o durabilidad y resistencia a la corrosion como one capa final de pintura hecho en el compo sabre el shop primer. El fabricante no es fesponsable del deteriaro de to capa de primer o de corrosion que puede resultar de la exposition a las condiciones otmosfericas y a al media ambiente, ni a to compatibilidad del primer a cualquier capa oplicoda on to obra. Menores obrosiones de to ultima capa cousodos par manejo ,cargo, embarque, descarga y erection del material despues de to pinturo son inevitables. Retoques de estas obrosiones menores son responsabilidad del cliente. VIL HORA DE LLEGADA DEL EMBAROUE - Se here un esfuerzo par lograr qu el transportisto Ilegue at lugar de trabajo of dio y a to here solicitoda. EI fabricante no gorantiza y no acepto ninguna responsabilidad par el costo asociado con el embarque que no Ilegue o to horn solicitude excepto, que un arreglo se halla hecho par seporado, gararitizando to hora de Ilegada. ES02 NOTE: I. These Installation Procedures ore intended to depict general installation as described above. Consult your installation manual or additional NS—Sheets for further clarifications. NOTA: 1. Estos Procedimientos de Instolocion describir de manera general to instalacion de el objeto como se menciono orriba. Consulte so manual de instalacion o sus Nuevos Dibujos Stondort para uno presentation mas cloro. UNLOADING, HANDLING, AND STORING MATERIALS STRUCTURAL — A great amount of time and trouble can be saved if the building parts are unloaded at the building site according to a pre —arranged plan. Proper location and handling of components will eliminate unnecessary handling. NOTE: Piece marks are stenciled on primary structural members at lower end, 1' O" from end. Inspect all shipments prior to releasing the fie —downs for loads that may have shifted during transit! REMEMBER, SAFETY FIRST! Blocking under the columns and rafters protects the splice plates and the slab from damage during the unloading process. It also facilitates the placing of slings or cables around the members for later lifting and allows members to be bolted together into sub -assemblies while on the ground. Extra care should always be exercised in the unloading operation to prevent injuries from handling the steel and to prevent damage to materials and the concrete slab. DRAINAGE � n ELEVATE TARP / i "'AIR CIRCULATION If water is allowed to remain for extended periods in bundles of primed ports such as girts, purlins, etc., the pigment will fade and the paint will gradually soften reducing its bond to the steel. Therefore, upon receipt of a job, all bundles of primed parts should be stored at an angle to allow any trapped water to drain away and permit air circulation for drying. Puddles of water should not be allowed to collect and remain on columns or rafters for the some reason. The coat of shop primer is intended to protect the steel framing for only a short period of exposure to ordinary atmospheric conditions. The coat of shop primer does not provide the uniformity of appearance, or the durability and corrosion resistance of a field applied linish coat of paint over a shop primer. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any field applied coating. Minor abrasions to the shop coat caused by handling, loading, shipping, unloading and erection after painting are unavoidable. ES03 DESCARGA, MANEJO Y ALMACENAMIENTO DE MATERIAL FSTR__ LICTLIRA - Una gran canlidad de tiempo y problemos pueden ahorrarse si las piezas son descargadas en of lugar de la construccian de acuerdo a un plan pre- arreglado. Lugar y manejo opropiodo de [as componentes eliminaron manejos o movimientos inecesorios. NOTA: las piezas deberan eslor marcadas en los elementos principaies de la eslmctura en to parte inferior de Jos mismos, a IA" del final. Inspeccione primeramente lodes Jos embarques antes de descargor y desatar Jos elementos yo que pudieron haberse movido durante el recorrido. R£CU£RO£ S10RZOAD fS PRIMFROZ Las seporaciones o calzas de madera que se colocan bajo las columnas y rafters evitan un dono en los plonchas de coneccion at descargor los materiales. Este tombien facilito to localization de slings o cables alrededor de los miembros para despues levantar y permitir a Jos miembros set atornillados juntos dentro de sub-montojes, mientras eslan en tierra. Extra- cujdodo debera set siempre aplfcado en to operation de descarga para prevenir danos pot el manejo del acero osi come para prevenir donor los materiales y el concrete. DRENAR ELEVAR CU / " ' CIRCULACION DE ARE Si of ague puede permanecer par periodos considerobles en nervaduras o hendiduras de [as panes principales come girts, purlins, etc. el pigmento falloro y to pinturo se suovizara graduolmente reduciendo To union con el acero, par to tonto recibido el material Codas las hendiduras de estas pietas deberan set olmacenodas en on angulo que permits que cualquier aqua puede drenarse y permitir la circulation de sire para secorse. No debera perrnitirse que of aqua se colocte y estonque en las columnas y rafters par to misma razon . Lo capa de shop primer intenta proteger at marco de acera par un determinado liempo de exposition a condiciones otmosfe6cas ordinarias. Lo capa de shop primer no proporciona uniformidad de apariencia, durabilidad y resioncio a to corrosion come una capa final de pintura hecho en el campo sabre of shop primer. El fabricante no se responsabiliza del deterioro de la capa de de primer o de la corrosion que puedo resultar de to exposition a los condiciones otmosfericas y at media ombiente, ni to compatibilidad del primer a cualquier capa de pintura oplicodo en to obro. Menores abrosiones de to ultimo capa causados par manejo, cargo, embarque, descarga y erection del material despues de to pinturo son inevitable$. Retoques de estas abrosiones menores son responsabilidad del cliente final. El acero primario el coal es almacenodo on to obra durante la erection del edificio, debera mantenerse libre de tierra asi come en on ES03 Touch-up of these minor abrasions is the responsibility of the End Customer. Shop primed steel which is stored in the field pending erection should be kept free of the ground, and so positioned as to minimize water -holding pockets, dust, mud, and other contamination of the primer film. Repairs of damage to primed surfaces and/or removal of foreign material due to improper field storage or site conditions are not the responsibility of the Manufacturer. All primer should be touched up as required before erection! OF AND WALL PANELS Manufacturer's wall and roof panels including color coated, galvalume & galvanized, provide excellent service under widely varied conditions. At unloading & erection personnel should fully understand that these panels are qualify merchandise, which meals coubbus cafe in hondliny. Under no circumstances should panels he handled roughly. Packages of sheets should he lifted off the truck with extreme cafe taken to insure that no damage occurs to ends of the sheets or to side ribs. The packages should be stored off the ground sufficiently high to allow air circulation underneath the packages. This avoids ground moisture & deters people from walking on the packages. One end of the package should always be elevated to encourage drainage in case of rain. All stacked metal panels are subject, to some degree, to localized discoloration or stain when water is trapped between their closely nested surfaces. NCI exercises extreme caution during fabricating and shipping operations to insure that all panel stock is kept dry. However, due to climatic conditions, water formed by condensation of humid air con become trapped between stacked sheets. Water can also be trapped between the stacked sheets when exposed to rain. This discoloration caused by trapped moisture is often called wet storage stain. The stain is usually superficial & has little effect on the appearance or service life of the panels as long as it is not permitted to remain on the panels. However, moisture in contact with the surface of the panels over on extended period can severely attack the finish & reduce the effective service life. It isimperative that all panels are inspected for moisture upon receipt of the order. If moisture is present, dry the panels at once & store in a dry, warm place. CAUTION: Care should always be taken when walking on panels, Use safely lines and nets when necessary! Panels are slippery. Oil or wax applied to the roof & wall panels for protection against weather damage will make them a very slippery surface. Wipe dry any oil that has paddled from bundles stored on a slope, Dew, frost, or other farms of moisture greatly increase the slipperiness of the panels. Always assume panel surface is slippery & act accordingly. Never walk or step on skylights or translucent panels! Think safety!! Use wood blacking to elevate & slope the panels in a manner that will allow moisture to drain. Wood blocking placed between bundles will provide additional air circulation. Cover the stacked bundles with a tarp or plastic cover leaving enough opening at the bottom for air to circulate. When handling or uncrating the panels, lift rather than slide them apart. Burred edges may scratch the ESO4 sitio con minima aqua, polvo , lode y otros contominantes que afeclen to primera capa. Reparaciones de danos a to primera superficie y/o la elimination de materiales ojenos a estos ,debido at incorrecto almocenamiento en obra o a las condiciones del lugar no son responsabilidad del fabriconte. Todo acero primario debera set retocado come se requiero antes de to construction Cubiertas de Techos y Paredes Poneles de paredes y techos del fabricante incluyendo capa de color galvalume y golvanizado proporciona on servicio excelente bajo una extensa variedod de condiciones. Todo personal de descarga y erection de material debera entender completamente que eslas poneles son produclos de candad , los cables amerilon cuzdodo al moaejofse. Rojo ninguna circunstancin dehen monejarse de manera ospera o accidenfada Los paquetes de lamina dehen set levantodos del camjon con extreme cuidado asegurandose que ningun done ocurra , ni a las puntas ni a las nervaduras de las mismas.Los paquetes deberan almacenarse to suficientemente olejodos de to superficie de tierra para permitir to circulation de aire bajo los paquetes, esto evita to humedod de la tierra e impide que to gente amine sabre los paquetes. Uno de los extremes del poquete de laminas debera ester siempre elevado para drenor el aqua en case de [luvia Todo poquete o monten de poneles metal estan sujetos on algun grado a sufrir ciertos decoloraciones o munches cuando of aqua esla atrapado entre sus superficies mas cercanas. NCI provee extreme precaution durante to fabrication y el periodo de embarque asegurandose que Todo panel opilodo se manlengo seco. De cualquier manera debido a Jos condiciones climaticas y a to condensation de aire humedo , at aqua puede quedarse alrapado entre las laminas apitodas y to mismo sucedero si estas se exponen a la Iluvia. La decolarocion cousado par to humedad alrapado es frecuentemente llamada mancha de humedad guordado. Lo mancha es usualmente superficial y tiene on pequeno efecto en to oporiencia o duration del panel siempre y cuando no se permits que la mancho permanezca on el panel. De cualquier manera of contocto de to humedad con la superficie de Jos poneles durante un periodo largo puede donor severomente el acabado y reducir to duration de vide. Par to tonto es flecesaria que lodes los paneles seen inspeccionados par humedad at recibir of embarque. Si se presento humedad procedo a secor los poneles inmediatamente y olmacenelos en on (agar seco y colido. PRECAUCION: Siempre debe fenerse cuidado cuando se amine sabre los poneles, use reties y linens de seguridad cuando sea necesorio!! Los poneles son resbaladizos. Aceite o cera opleados a los poneles del lecho o paredes para prolegerlos confra danos cousados par el clima los haran superficies may resbaladizas. Seque cualquier aceite que se pudo haberse acamulado par almacenarse en declive. Rocio, hielo o cualquier oira forma de humedad incremento que las superficies de los poneles se vuelvan mas resbaladizas. Asuma siempre que to superficie del panel es resbaloza y actue de acuerdo a esto. Nunca pise o camine sabre skylights o poneles tronslucfdos, Piense seguro!!I!!!! Use bloques de madera para clever e incliner los paneles de manera que permits drenar [a humedad. Calzas de madera entre [as pijas de poneles permitira circulation de aire adicional. Cobra las pijas con uno cubierto plastica dejando suficientemente abierto of Tondo para permitir la circulation de sire. Cuando se manejan o separon los poneles, no los deslize de manera que se seporen mejor levantelos, el sobrante on las orillas podria rallor las superficies cuando las laminas se deslizon seporandose one ESO4 coated surfaces when sheets are slid over one another. Never allow panels to be walked on while on the ground. Rough & improper handling of a panel is inexcusable & a prime example of poor job supervision. FASTENER INSTALLATION Correct fastener installation is one of the most critical steps when installing roof panels. Drive the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene around the washer is a good visual tightness check. Always use the proper tool to install fasteners_A fastener driver (screw gun) with a RPM of 1700-2000 should be used for self drilling screws. A 500 600 RPM fastener driver should be used for self topping screws. Discard worn sockets, these can cause the fastener to wobble during installation. 9— �_ — 3 — aTOTf a CORRECT DEGREE OF T00 TIGHT 100 LOOSE TIGHTNESS SEALANT SQUEEZED 100 THIN SEALANT IS NOT NOTE SLIGHT CIRC F OF EXTRUDES FAR BEYOND COMPRESSED TO SEALANT FASTENER HEAD FORM SEAL NOTE: Always remove metal filings from surface of panels at the end of each work period. Rusting filings can destroy the pain finish and void any warranty. MASTIC SEALANT Proper mastic application is critical to the weather tightness of a building. Mastic should not be stretched when installed. Apply only to clean, dry surfaces. Keep only enough mastic on the roof that can be installed in a day. During warm weather, store mastic in a coal dry place. During cold weather (below 60') mastic must be kept warm (60° 90`) until application. After mastic has been applied, keep protective paper in place until panel is ready to be installed. ALIGNING THE GIRTS Installation of the building walls is generally done before the roof. Before starling the wall installation, check to be sure that the eave strut and girls are straight and plumb. One method of aligning the girls is to cut temporary woad blocking to the proper length and install between the lines of girls. This blocking can be moved from bay to bay which will reduce the number of pieces required. Normally, one line of blocking per bay will be sufficient. Banding can also be used to hold the gifts straight and plumb. NOTE: Temporary girl blocking is not recommended on concealed fastener panels. The removal of the blocks after panel installation will cause oil canning. -- //� FRAMEA�'Y�f EAVE STRUT ES05 WOOD BLOCKING de otra. Nunca permita que pisen sabre los poneles mientras estan sabre tierra. On rudo e inapropiodo manejo de Jos poneles es imperdonable y un boon ejemplo de male supervision de trabajo. INSTALACION DE PIJAS Lo corrects colococion de pijas es uno de los pesos mas importances en to instalacion de un (echo. Gire la pija hosto que este opretado y to arandela a washer este firmemente osentoda. No sobregire o opriete en exceso las pijas. Para checor de monera de visual que los elementos esten correctomente colocados use one sellador de neopreno alrededor de to arendela. Siempre use las herramientas opropiadas pare instalor pijas. Un destornillador electrico con un RPM de 1700-2000 debera ulilizerse para self -drilling screws. On 500-600 tornillador se usara en of case de las pijos self -taping. Descorge y remueva Jos empaques usados en el atornillador, estos pueden cousar que la pjezo tiendo a moverse o mantenerse inconstonte durante to instalacion. 9pq_ _PJI BANGULO CORRECTO MUY AJUSTADO MUY HOLGADO DE AJUSTE EL SO ADOR ESTA MUY APRETA00 Y EL SELtADOR NO ESTA NOTE EL DEL GADO SOBRESALE FUERA DE FUERA DE LA COMPRIMIDO PARA FORMAR CIRCULO CE SE1HADOR CABESA DE LA PIJA EL SELLO NOTA! Siempre remueva [as limaduras de metal que quedon sabre to superficie de los poneles at final de coda periodo de frobojo. Las limaduras pueden destruir el ocabad0 final y anulor cualquier garantio. SELLADOR La opropiada oplicacion del sellador es de gran importancia on la impenniabilidad de on edificio. El sellador no debe estimrse cuando se esta instolando. Aplique solamente sabre superficies limpios y secas. Mantengo solamente la cantidad de sellador que se colocara ese dia. Durante clima coliente, olmocenelo en on Jugar frio y seco. Detente clime frio (abajo de 60' of sellador debe mantenerse caliente (60'-g0') hosta so oplicacion. Despues de que el sellador halla side oplicado, mantenga to cuborto 0 pope) protector haste que el panel este listo para instalarse. ALINIAMIENTO DE LOS AMARRES Lo instalacion de las paredes de of edificio es generalmente hecho antes que el techo. Antes de ompezar con to instalacion de los paredes, asegurese que of alero y of amorre esten erguidos_y nNdudos. Urt metodo para alineor los arteries as cotter calzas de madero del mismo large de los amarres estas estaron temporalmente instaladas entre los ellos . Estes bloques de madera podran, set removidos 'e•ma bahfa y vueltos a usar en okra to coal reducfra el numero de piezas requerfdos. Normelmepte, una lioca de bloques de madera par bahia serion suficiente. Estes atoduras padror, ser e•olo usodas para mantelier o sostener Jos amarres rectos y nivelados. NOTA! Calms o bloques de madera temporales entre Los smarms no son recomendables en poneles >,rpflas aculfas. El morimienio de ester bloques despues de to instalacion del panel nodria 'user hendi ras en los amarres. MARCO ��/j ALERO `—AMhRRE E S 0 5 \—BLCQUE DE MADERA REVISIONS N0. DATE DESCRIPTION BY CK'D ^^ ^^ n ^^ mud � � u r o s A 04/ /03 FOR PERMIT un �"'�I lu�lul u� t I Customer: J.B. MATHEWS COMPANY End User: TRACY FOREST APR 1 001 Location: SANFORD, FL. Det. By Chk By Date Score Building ID Job Number Sheet Number Issue 6/5/01 N.T.S. 0605-207249 Est A 0 A 0 128'-0 0/0 STEEL 0 0 0 0 2'-0 61'-1 1'-10 61'-1 2'-0 O N O � `{Y� M M _ - _ - _ - _ _ - _ BP-14 - _ - _ - _ - _ - _ - _ _ _ - _ - _ - _ - _ - _ - _ _ - _ - _ - _ -- � - - _ _ - _ - _ - _ - _ - _ - - - _ - _ BP-14 BP-14 - _ - _ _ _ _ _ - _ - _ - _ - _ _ _ _ - - - o --------- ------------------ --------- - - - - --- - — - - - - - - - - - - - - - - - - - - - - - - - - - — - - - — - - - - - - - - BP-14 - - - - - - - - - - - 1 BP-13 I I BP-05 BP-12 � . II II I II O I I i BP-09 II I I II I (I BP-11 I BP-10 �.7 0 - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T I T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � O -oa z I� (� Q J W II II J IL � I W FW- rr�� �� �l \ o 4141 63'-4 63'-4 4 4 0l O z I I O O O O I I I I I N O I- LJ O O II II I a� II II oJ 1 BP -10 I W oBP-11 - — - — - — - - — - — - — - - — - — -- - — - — - — - — - — - — - — - - — - - — - — - — - — -o - — - — - — - — - — -- - — - — - — - — - -- — - — - — - — - — - — - — - — - — - — - — - — - o O I I U II II M z II I II Q I Ii� I BP-09 I OI I I fit (I BP-06 — ---- — ----- — — - ------ — — — BP-05 ---------- - BP-04 M.h—_____—_—_____—�f}_�_—_— BP-07 BP-O8----- -OS-------------------- M—_—_—___—___—_—_�_ik. - — - — - — - — - — - — - ---- M . �-----_—_—_—_—_—_—_�_ ._—_— ^� _ _—___—_ _—__d._ ---___ _—_—_—_—_----- `YY' Y' ON a 1 O C.O a 1 I I 1 I I 1 Ln I I I I I 1 I -oa O I I 1 I BP-Ot Y ----------- BP-02 — ---�I - --- BP-02­THE _ — _ — _ — _ _ _ — -� ---- — — --- I —� UNDERSIGNtD 1S NOT PHE ENGINEER OF RECCHO �—-------------� �-------M --------------�-�------------------� FOR q:E OVERAL PROJECT. TiaL O APR; � A(E O V-3 24'-2 25'-0 a 24'-2 V-3 1 i 1 O O O O 26'-1 75'-10 0/0 STEEL 26'-1 - 128'-0 0/0 STEEL O O DRAWING STATUS FOR APPROVAI • NO. DATE DESCRIPTION BY CK'D metallic building company oTHESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT 0 04/9/03 FOR CONSTRUCTION RS CTMEE FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE DESCRIPTION ANCHOR BOLT SETTING PLAN CONSIDERED AS COMPLETE. FOR PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL SIZE SEE SHEET CI CUSTOMER J.B. MATHEWS COMPANY a� TRACY FOREST IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. LOCATION SANFORD, FL. A p) 9 Cp� Y 4n g c()NSTRucTiON DRN. BY CKO BY DATE SCALE JOB NO. PH I Sli-EE-T-W ISSUE zFOR FINAL DRAWINGS. NONE 0605-207249 jGLQG.'DESC. (ALPHA) A & B F1 of 3 0 0 u BASE PLATE DETAIL g P — 01 A. BOLTS 4"0 1 BASE 12 THK." N BASE PLATE DETAIL BP-07 A. BOLTS ` O BASE E THK. '2" 2 2 I u BASE PLATE DETAIL g P —13 P A. BOLTS TO BASE R THK. " 0 O BASE PLATE DETAIL BP-02 A. BOLTS 4"0 1 BASE P THK. " 0 a BASE PLATE DETAIL BP 08 A. BOLTS VO BASE P THK. '2" I I J J ¢ z I I � ¢ z a w J O m I I I I 0 W W v� 812 0 BASE PLATE DETAIL A. BOLTS VO BASE E THK. '2" gP 1 ENDWALL o I I U'2 , �o f BASE PLATE DETAIL BP-03 A. BOLTS 4"0 1 BASE P THK. " 6 3 3 O I I � SIDEWALL 2 2 SEE ANCHOR BOLT PLAN n BASE PLATE DETAIL BP-09 A. BOLTS V'0 BASE P- THK. '2" ul v� 2 4 8 4 4 M N BASE PLATE DETAIL A. BOLTS 4"0 BASE P THK. " BP-04 8 4 4 Z ¢ J �V J � � N I O — — 2 U Mao Z � d- ¢ W W 2 2 0 O SEE ANCHOR BOLT PLAN BASE PLATE DETAIL g P — 0 5 A. BOLTS 34"� BASE P THK. " SEE ANCHOR BOLT PLAN _ 8 i 2 2 4 4 SIDEWALI z J N J O � N - _ _ 1 I _ N O - O _ O — — M`r Z Q Uj N 2 2 4 4 0 SEE ANCHOR BOLT PLAN 8 - a o BASE PLATE DETAIL BP-10 BASE PLATE DETAIL A. BOLTS 4"0 I BASE P THK. " A. BOLTS 34"� BASE ETHK. " REF.ID F.O. SIZE QTY SHOP LOCATE LOCATE FIELD LOCATE T / REMARKS Notice; f 1 T-0 X 8'-0 2 X O.H. DOOR (BY OTHERS) A Minimum'of 1/4" Space Should be Allowed from the Sheet End to any Surface. 0 H DOOR (BY OTHERS) FRAMED OPENING A.B. DETAIL I FRAMED OPENING SCHEDULE A. BOLTS 1,"0 FBASE P THK. 14 BP-11 ee Ine Wall Panel Member Screw O.C.) Anchor (By Others) Finished Floor � Q a. o Formed Base TT rim REF.: NS-62A Formed Base Trim Section SEC. A w/o Panel Recess 2 2 I I J Z W V BASE PLATE DETAIL g P — 06 A. BOLTS 34"O I BASE 12 THK. V" 8 4 4 O M 3 N BASE PLATE DETAIL A. BOLTS 4"w BASE P- THK. "� ur — 1 2 a z J NnT, !HE ENGINEER OF RECORD FOR THE ' ZTI- PROJECT. ^�-1. -�-- 7kTk --- �I DRAWING STATUS - f?EM101,49 metallic building company OuLd=m 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 FOR APPROVAI - THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT- THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR rnNSTRl CTIONL FINAL DRAWINGS. NO. DATE DESCRIPTION BY CK'D 0 04/9/03 FOR CONSTRUCTION IRS CTMFINAL, DESCRIPTION BASE PLATE DETAILS SIZE SEE SHEET Ct CUSTOMER J.D. MATHEWS COMPANY iq F ES` LOCATION SANFORD, FL. CAD BY S DRN. BY CK'D BY DATE SCALE NONE JOB NO. 0606-207249 PH BLDG. DESC. (kpH�) A & B SHEET NO. F2 of 3 ISSUE 0 mo Main Frame Reactions at Lines: 1 & 4 NOTE: A All reactions are shown in Kips K A negative value, indicates opposite direction Front SW Back SW Hor + Hor + - Mom + - Mom + Condition Grid Ver Hor Mom DL A 1.6 0.5 0.0 DL E.5 3.3 0.0 0.0 DL K 1.6 -0.5 0.0 DL + LL A 5.4 2.0 0.0 DL + LL E.5 12.0 0.0 0.0 DL + LL K 5.4 -1.9 0.0 0.6*DL + WILL A -6.5 -4.3 0.0 0.6*DL + WILL E.5 -10.7 -0.5 0.0 0.6*DL + WILL K -2.6 -1.0 0.0 0.6*DL + WL2 A -4.0 -5.3 0.0 0.6*DL + WL2 E.5 -4.8 -1.9 0.0 0.6*DL + WL2 K 1.1 -2.5 0.0 O.6*DL + WLR A -2.1 1.8 0.0 0.6*DL + WLR E.5 -10.9 1.3 0.0 0.6*DL + WLR K -6.8 4.9 0.0 0.6*DL + WR2 A 0.2 0.9 0.0 0.6*DL + WR2 E.5 -4.5 0.1 0.0 0.6*DL + WR2 K -3.4 3.6 0.0 DL + 0.75*LL + 0.75*WLL A -1.1 -1.8 0.0 DL + 0.75*LL + 0.75*WLL E.5 0.3 -0.4 0.0 DL + 0.75*LL + 0.75*WLL K 1.7 -2.1 0.0 DL + 0.75*LL + 0.75*WL2 A 0.7 -2.6 0.0 DL + 0.75*LL + 0.75*WL2 E.5 4.7 -1.4 0.0 DL + 0.75*LL + 0.75*WL2 K 4.5 -3.2 0.0 DL + 0.75*LL + 0.75*WLR A 2.2 2.7 0.0 DL + 0.75*LL + 0.75*WLR E.5 0.1 1.0 0.0 DL + 0.75*LL + 0.75*WLR K -1.4 2.3 0.0 DL + 0.75*LL + 0.75*WR2 A 3.9 2.0 0.0 DL + 0.75*LL + 0.75*WR2 E.5 4.9 0.1 0.0 DL + 0.75*LL + 0.75*WR2 K 1.1 1.3 0.0 DL + HSD A -3.0 -2.2 0.0 DL + HSD E.5 -8.5 0.0 0.0 DL + HSD K -3.2 2.2 0.0 F Main Frame Reactions at Lines: 2 & 3 NOTE: K All reactions are shown in Kips E.5 A negative value, indicates opposite direction Front SW Back SW Hor + Hor + - Mom + - - Mom + Ji �1 Condition Grid Ver Hor Mom DL + LL K 7.0000 0.0000 0.0000 DL + LL E.5 22,0000 0,0000 0.0000 0.6*DL + WILL K -9.9000 -1.4200 0.0000 0.6*DL + WLL E.5 -24.4000 0.0000 0.0000 0.6*DL + WL2 K -5.1000 -3.3200 0.0000 0.6*DL + WL2 E.5 -12.6000 0.0000 0.0000 0.6*DL + WLR K -6.0000 2.8500 0.0000 0.6*DL + WLR E.5 -23.8000 0.0000 0.0000 0.6*DL + WR2 K -2.5400 1..0000 0.0000 0.6*DL + WR2 E.5 -12.0000 0.0000 0.0000 DL + LL + WILL K -3,5000 -1.4200 0.0000 DL + LL + WILL E.5 -4.4000 0.0000 0.0000 DL + LL + WL2 K 1.3400 -3.3200 0.0000 DL + LL + W1_2 E.5 7.5000 0.0000 0.0000 DL + LL + WLR K 0.5000 2.8500 0.0000 DL + LL + WLR E.5 -3.7300 0.0000 0.0000 DL + LL + WR2 K 3.8700 1.0000 0.0000 DL + LL + WR2 E.5 8.1400 0.0000 0.0000 Main Frame Reactions at Lines: C,D,G,H NOTE: 5 All reactions are shown in Kips A negative value, indicates opposite direction Front SW Hor + Mom + +1 Condition Grid Ver Hor Mom DL .5 0.7 0.0 0.0 DL + LL .5 4.2 0.0 0.0 0.6*DL + WILL .5 -3.7 -0.9 0.0 0.6*DL + WL2 .5 -1.4 -2.0 0.0 0.6*DL + WLR .5 -3.7 1.7 0.0 0.6*DL + WR2 .5 -1.4 0.6 0.0 DL + 0.75*LL + 0.75*WLL .5 0.2 -0.7 0.0 DL + 0.75*LL + 0.75*WL2 .5 1.9 -1.5 0.0 DL + 0.75*LL + 0.75*WLR .5 0.2 1.2 0.0 DL + 0.75*LL + 0.75*WR2 .5 1.9 0.4 0.0 Main Frame Reactions at Lines: JACK BEAM & PRTL FIRM NOTE: 1.5 All reactions are shown .in Kips 3.5 A negative value, indicates opposite direction Front SW Back SW Hor + Hor + " Mom + +1 - Mom + T1. Condition Grid Ver Hor Mom DL + LL 1.5 6.7040 2.6260 0.0000 DL + LL 3.5 7.2960 -2.6260 0.0000 0.6*DL + WLL 1.5 -5.3730 -2.1050 0.0000 0.6*DL + WILL 3.5 -5.8470 2.1050 0.0000 0.6*DL + WL2 1.5 -2.0950 -0.8210 0.0000 0.6*DL + WL2 3.5 -2.2810 0.8210 0.0000 0.6*DL + WLR 1.5 -9.7860 -3.8330 0.0000 0.6*DL + WLR 3.5 -10.6500 3.8330 0.0000 0.6*DL + WR2 1.5 -5.1720 -2.0260 0.0000 0.6*DL + WR2 3.5 -5.6280 2.0260 0.0000 EAVE FRC (L) 1.5 -13.9920-12.1060 0.0000 EAVE FRC (L) 3.5 -1.7760 -6.1940 0.0000 EAVE FRC (R) 1.5 -1.1090 6.1930 0.0000 EAVE FRC (R) 3.5 -14.6590 12.1070 0.0000 LOAD 14.3KV J 115.OK 15.OK SIDEWALL BRACING REACTIONS at LINE K DL + LL DL + WL INTERIOR COLUMNS 9.OK I 4.OK � 13.OK MAX COLUMN REACTIONS at LINE A (INCLUDES LEAN-TO FORCES) DL + WL INTERIOR COLUMNS 10.52K MAX COLUMN REACTIONS at LINE 4 (FROM DOOR) 00 (2'-0 I to C I ^ N N N r J IX3 t a r N Q O 'tea N J W W Cn O O O I � I N z I �� CO N � � J W M O na N I '�a N I to Q J Z J I � Z D- C Na I N -1 W n CO N7 I O O F— I z Q �J J O 00I 0 0 MSCELLANEOUS ACCESSORIES DESCRIPTION 20'-0 20'-0 21'-1 00 1'-10 21'-1 20'-0 27'-4 1'- 3 82Z2LL- TYP.U.N.L'I 24'-2 T'-24 1'-234 82Z6LL- TYP.U.N.L 25-0 1 -234 82Z2LL- TYP.U.N. I 1 —234 24'-2 1 - S 128'-0 0/0 STEEL 0 0 0 0 SWAA3DOORS FRAMED OPENhVGS WMMATORS DRAWING STATUS REV00AG DESCRIPTION NO. SIZE DESCRIPTION MK. NO. DESCRIPTION FOR APPROVAI • THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO FOR PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT- THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRU(`TION- FINAL DRAWINGS. NO. DATE DESCRIPTION 3070M WALK DOORSF1 9'-0 X 8'-0 F.O. FOR DOOR BY OTHERS 0 N/A A 04/9/03 FOR PERMIT aONE F2 T-4 X 7'-2 F.O. FOR DOOR BY OTHERS F3 3'-0 X 4'-0 F.O. FOR WINOPW BY OTHERS WINDOWS WALLKaHTS MK. N0. DESCRIPTION DESCRIPTION 3'-0 X 4'-0 0 N/A 20'-0 27'-4 00 2'-0 PVT N J W 00 N J W n 03 NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. A, ,------ PR. �DATE _ metallic buildin company 1 I 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 7700 (713) 466-7788 ZIP 77240 DESCRIPTION ROOF FRAMING PLAN SIZE SEE SHEET CI O CUSTOMER J.B. MATHEWS COMPANY OR� TRACY FOREST PR -LOCATION SANFORD, FL. AD -OM; DRN. BY CK'D BY DATE SCALE JOB NO. PH BLDG. DESC. SHEET NO. ISSUE (,+Lana) NONE 0605-207249 A & B El of 8 A I I I � I I N I N 1 N 1 N I N I N I N I N I N 1 I N I N 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 SHEETING @ LINE "A" FRONT SIDEWALL ZLL3 ZSS4 ZLL3 0 RR— RR— r o sr- ST- c TT3— TB- TB— � r N O i SC12 TYP. I M ti RC— RC— RC— RC— RC— RC 1'-3 ELEVATION @ LINE "A" FRONT SIDEWALL 82Z2GG— 82Z2GG— 82Z2GG— 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. TYP.U.N. TYP.U.N. I TYP.U.N. W2 8'-4g 10'-4a 10'-4� 8'-4� 612 18-9 20'-0 SHEETING @ LINE "K" BACK SIDEWALL 4 T 2 1 83EL2MM— 83EL2MM— 83EL2MM— V-3 ELEVATION @ LINE "K" BACK SIDEWALL 82Z2GG— 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. y TYP.U.N. 18'-9 20'-0 18'-9 z 1'-3 I I I I I I in to v M NOTE: FIELD CUT PANELS AS READ. SHEETING @ LINE "H" LEFT ENDWALL Y 0 N 82Z4GG- TYP.U.N. ELEVATION @ LINE "H" LEFT ENDWALL i i i i i i i .r I SHEETING @ LINE ".5" FRONT SIDEWALL R3FL2MM_ 83EL2MM- B3EL2MM- 1'-3 ELEVATION @LINE ".5" FRONT SIDEWALL 3'-0 102Z3GG- 3'-0 1 6_4 3'-0 102Z3GG- 3'-0 TYP.U.N. 102Z3GG- TYP.U.N. TYP.U.N. 24'-2 25'-0 24'-2 1'-3 N n 1 i2 n NOTE: FIELD CVi PANELS AS REQ'O. SHEETING @ LINE "C" LEFT ENDWALL 12 T 3 F — 82Z4GG- TYP.U.N. 18'-0" ELEVATION @ LINE "C" RIGHT ENDWALL 12 1 12 128'-0 0/0 STEEL SHEETING @ LINE "4" RIGHT ENDWALL T 12 / 1 �— A)\'1 SC10 ISC70 82Z2GG— 82Z20G— 82Z2GG— 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. TYP.U.N. TYP.U.N. TYP.U.N. —0 20'-0 20'-0 21'-1 21'-1 20'-0 20'-0 —0 ELEVATION @ LINE "4" RIGHT ENDWALL 12 12 64'-2'1'6 1'-4 1'-4 64'-2i6 11 @ 4'-91 11 @ 4'-91 g 4' 3'-4'8 3 -41 3'-41 3,-49 3'-41s3�- $ 34' 3 - -- -- --- ----- - _ 34 -3 'PBR' PANEL -- - -- 29 -11 --------- 1 3' ------ - --- ----- ------ 'PBR --_ 2 __ ---- - -- 'NEL PBR' P PANEL (8) X 2 (8) 34 X 2 A325 BOLTS A325 BOLTS 0 (8) 7 X 212 I I A325 BOLTS o I I o I I I I z 00 Q I = W O N I a- I i N 1 Zo N I I io I I I m rrJ N _I m 1 N N 1 O O I I I _ I I I I rr7 � I I O I � I I 62'_8 a 62'-8 s 1'-3 N4IE THEUNDERSIGNEDIS ORD ER OF RECORD NOT ii1E ENGINEER FOR THE OVERALL PROJECT. 128'-0 0/0 STEEL CROSS SECTION @ I_I N ES 1 8c 4 4 DRAWING STATUS BONS • NO. DATE DESCRIPTION BY CK'D metallic buildinc) company FOR aPPROvai • THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 04/9/03 FOR PERMIT T RS CT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR ZIP 77041 (713) 466-7788 ZIP 77240 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE DESCRIPTION FRAME CROSS SECTION CONSIDERED AS COMPLETE. FOR PFRMIT- SIZE SEE SHEET CI A nn 4 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER J.B. MATHEWS COMPANY TRACY FOREST - DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS ri LOCATION SANFORD, FL. ICAD BY RS COMPLETE. ORN. BY C}C'D BY DATE SCALE JOB NO. PH DESC. SHEET NO. ISSUE FOR C`ON4TRI 1( TION El FINAL DRAWINGS. i JBLDG. (u8 NONE 0605-207249 A & E6 of 8 A 12 12 1 � � 1 64'-2116 1'-4 1'-4 64'-2i6 11 @ 4'-91 11 @ 4'-9� 3'-4163'- - 418 3'-41B .3 —41 3 -41 3'-419 34' 3 -- - ---- - - - - - 34 -3 ----- ------ - '-- ANEL PBR' PANEL - -11 29' 11 ----- 'PBR' - - - - - ---- 29-- - --- 1 -- — ---- 2 'PBR' P NEL PBR PANEL LI (8) 4 X 24 J �(g) X 34 A325 BOLTS A325 BOLTS w O 01 I QI I T I I ) I-) I (4) 34 X 2 I N O i A325 BOLTS I N I J CO T I Q w W O I IIm Ln N O I I I C. � I I I I 11 7 63'-0 a 64 —� NOT THE ENGINEER OF RECORD NOTF. THE UNDFR_IGN_D IS 8 FOR THE OVERALL PROJECT. LAP!R DAILI C. 128'-0 0/0 STEEL CROSS SECTION @ LINES 2 8c 3 DRAWING STATUS Rev�s7on7s FOR APPROVAI NO. DATE DESCRIPTION BY CK'D metallic building company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 04/9/03 FOR PERMIT RS CT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR ZIP 7FAIR 713 466-7788 ZIP 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION FRAME CROSS SECTION rr%� ] finnw FOR PFRMIT- SIZE SEE SHEET C1 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL oa TRACY FOREST IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER J.B. MATHEWS COMPANY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION SANFORD, FL. CAD BY RS COMPLETE. FOR CONSTRUCTON• DRN. BY CK'D BY DAT SCALE JOB NO. PH BLOC. OijSC. SHEET NO. ISSUE FINAL DRAWINGS. NONE 0605-207249 A & B E7 of 8 A 12 3 „ 18� 6 5�8 51� 3' I I G I I CoI I I o I + Q0 Q I w I I `- o zQ I - o + j _ i m i ci o I I QO I I � I 9 7/8" IS NONE ENGINEER OF RETHE UNDERSIGNEDCORD FOR THE OVERALL PROJECT. CROSS SECTION @ LINES C D G 8c H I A i i DRAWING STATUS REM'ONS : F(R APPROVAI NO. DATE DESCRIPTION BY CK'D metallic building Campony THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 04/9/03 FOR PERMIT RS CT ■ � FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 403M PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION FRAME CROSS SECTION A nri 4 4 nnft" FOR PFRMIT- SIZE SEE SHEET Ci zuui THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER J.B. MATHEWS CO. TRACY FORREST DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION SANFORD, FL. CAD BY RS COMPLETE. FOR - N4TR1If TION_ ORN. BY CKb BY DATE SCALE JOB NO. PH JOLD(G. A) SHEET N0. ISSUE FINAL DRAWINGS. NONE 0605-207249 uaHal E8 of 8 A Stitch At 20' Stitch At 20 12" 12" 12' Base, Eave, Rake And Intermediate Girts Member Fastener Spacing 12" 12" 12" Panel End Laps Only Member Fastener Spacing Fastener Location "PBR" Panel At Wall NS0001 NOTE: All Bolts are 1/2" x 1" A307 M. Bolts (Typ. U.N.) Zee A 8„ 2„ 10" 3" 12" 4" Lap B Pattern Long 1 -2 3 4 LL Extra Long 2 -5 3 4 XX Super 3 -1 3 4 UU B B 2'-4 2'-4 1 3/4 N 2 2 Purlin Clip 1 3/4 3/16" 3" -3/16' x 6' x 0'-7" -:TTjZ --- Additional Flange Brac (As Required) - Flange Brace Rafter i=0,' O' L 2 x 2 x Mo. w/(1) 1/2"' x 1" M. Bolt at Clip Flange Brace Clip PL-3/16 x 3" x 0'-3" Interior Bay Purlin-/Girt Framing NS0006B NS0010 Downspout Pop Rivet p( yp) T 12' 12' 12� Strop T >p•) Column Flange Anchors Roke c 10" 2" 10" 2" 10" 2" Not By Metal Building MFG. Downspout Member Screw (T�) (2) #12 x 1 1/4" mpax 45 Detail "A" "PBR" Panel "PBA" Panel Masonry Wall Column Flange Panel Fastener Locations At Wall Members Downspout to Wall Attachment s (Except As Noted Below) Back Leg �o 12" 12" t2" ��ex Field Cut 2" 8" 2" 2" 8" 2" 2" 8" 2" 2" Bend Dawn FoS` Gutter Downspout Strap Spacing f Detail ` "A" 10'-0 O.C. Maximum Detail � ----- -- - Rake Angle Eave Member, Peak Member, &Panel End Laps Field Cut and Field Pop Rivet (Typ.)Bend Gutter Tabs Downspout Rake Trim Panel Fastener Locarions Into Downspout Member 4"+ Downspout to Eave Gutter Attachment Screws Roof Panel Continous Tape Seal Member Screw Tape Seal ------------- Stitch Screw Canopy or of 12" D.C. (For Roof Only) Offset Downspout At 20" O.C. 3/8 X 3/32 Thick p p y ______ _ ______ Downspout Strop + - (STD.) Roof Purlin �� Lop Pop Rivet Panel „ „ Pop Rivet Stitch Screw Detail A (Typ,)--t Splice / at 12" O.C. ✓� Downspout Strap (If Req'd) % Outside Closure Note: Section Thru Panel End Laps Screw Patterns Shown Downs out Downs 11/4 Wall Panel out p Satisfy U.L. 90 Requirements /Kickout For Roof w/ Kickout / Finish Floor Fastener Location For "PBR" Roof Panel Downspout Detail NS0002 NS0009 NS0011A Shop Pro Overflow Field Bend NOTE: 1. These drawings are intended to depict general installation of item(s) described above. Some items) may have been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clarifications Library. C:\Program Files\S Drawings\02-11-20 NS Drawings.dA (Version 1.1) Overflow Slot Gutter Lap Detail (Metallic) 1. _(4) Stitch Screws Section Thru Rake Trim "R" and "PBR" Roof (Metallic) i Screw >' D.C. Seal (Cont.) Roof Panel See Erection Drawings for Dimension 1 /4 Member Screw (One) Each Purlin Rake Angle --�) C • • C Endwall Column (Shape Varies) "B" Eave Strut Building Column — Wind Bent 1 11C" Section "A" Bay Spacing Eave Strut Wind Bent Elevation " Wind Bent Railer E Purlin . ME (4) 5/8' Dia. A-325 Bolts Bracket (Size Per Design) (2) 1/2" X I" M. Bolts = Main Frame Column Flange Brace '—Main Frame Rafter See Erection Drawings for Clip Piece Mark and Quantity of Bolts Section Thru Rake at Main Frame Flush Endwall NS001 3 fn�J Panel Stitch screw AT 20 O.C. Member $,crew 1 -0 O.C. Remove Bearing Leg Corner Trim (BFI.830) Steel Line ERafter Wind Bent Column and ferred (Column may be Building Column C.L. Wind Bent Frame 11 Main Frame Column '—Wind Bent Bracket Girt Depth 4" or 5" as Required for W.B. Members to Clear Girt Line or Welds —A-325 Bolts Section " B " (T7p•) Main Frame 6 1/2 4 Anchor Column Bolts " Wind Bent Column o Wind Bent + Column � Anchor Bolts 6 12' (Sizes Per Design) Bay Ba Steel Line y Wind Bent at Main Frame Section " C " Section "A" ' See Anchor Bolt Plan For Dimensions Wind Bent to Main Frame Detail w/ Brackets NS0052A PARAPET FLASH (E ROOF LEAr1- TING ANGLE x16 GA.) iTIFFENERS REQ'D. BY DESIGN) BELOW EAVE LEAN-TO CONN. (FLUSH GIRT CONDITION) LEAN-TO CONNECTION TO ENDWALL COLUMM FLUSH GIRTS "PBR" Panel Outside Corner Trim NS0015 NS0035 REVISIONS N0. DATE DESCRIPTION BY CK'D A 04/ /03 FOR PERMIT Studard Customer: J.B. MATHEWS CO. End User: TRACY FORREST Location: SANFORD, FL. Det. By Chk By Date Scole Building ID Job Number Sheet Number Issue 04/ /03 N.T.S. 0605-207249 Si of 3 A 5'-0 O.C. Stitch Screw 3 Required) Max. E ( 9 ) o Gutter Strop A307 Bolts at 3-1 "" O.C. �(R Strut Spacer (BFL892)°d1°Q°µ¢ 334 334 Strut Purlin Stitch Screw at 6" O.C. InsiCondtnuolusure Tape/ E°S�QoQV\, Seal Top & Bottom 3 1/2 A Strut Purlin Roof Panel Bay --------- -- m Strut Purlin Panel Cap Trim � '°� ,�e Strut Purlin 3/16 2-4 (BFL271) Pop Rivet F\ea (2) For 10'-2" Trim 3 For 20'-2" Trim Hillside Washer Cable Brace O C�yfPr 043 c" Fastener /j14 Member Screw @ 6" O.C. Flat Washer 1/8 x 3/16 11F1s4nSD c'x" Pop Rivet S.S. Member Screw Q 12" O.C. #12 Hex Nut_ Eye Bolt 12" O.C. (3 Req'd) Web of Frame se°ev e� "A' Gutter F°° Fastener Back Up Plate (DFL46) 1�°j 12 x 1 1/4 SD Note Eave Strut Spacer �3 Real (See Chart) Wall Panel Section A PartinforLocate the Gutter End Cap 1 1/2" from the end of the Gutter. Apply one bead of8 Tube Sealant between the End Cap surface and the Gutter. Attach the End Cap to theGutter using (14) 1/8" Pop Rivets. Check to make sure ail edges are sealed with 10 Tube Sealant. Insert the Gutter into the Rake Trim. Align the mitered edges and12 Cable Brace to Frame Connection attach to the Rake Trim with I/8" Pop Rivets. Note: Shop welded Back Up Plate may be located LOW EAVE DETAIL at either side of the 'aeb. Gutter - 1 1/4" Wall Panel - PBR Roof Gutter to Rake Miter Detail Strut Purlin (If Requied By Design) (Metallic) (Interior) NS0053 NS0172 Low Lave MT Gutter Shtg NS0084 NS00871 EAVE GUTTER (BFL46) RAKE TRIM (8FL50) V-3" 2'—I1 3/4" COLUMN (14) POP RIVETS (7) POP RIVETS —� A 4 A 4 OR MAIN FRAME N E DDWALL GIRT (TYP.) (2) BEADS TUBE (3) STITCH SCREWS COLUMN SEAL (42") o 0 0 FLANGE BRAG (2) BEADS TUBE ENDWALL '� i SEAL (18") GIRT " (IF REO'D) UU 1 3 1 /4 � m v NOTE: 2' MIN. LAP NOTE: 2" MIN. LAP LOW SIDE EAVE TRIM (BFL58) HIGH SIDE EAVE TRIM (BFL54) v 4 4 USE SC-3 CUPS Notice: 5 5 USE SC-56 CLIPS A Minimum of 1/4' Space Should be (7) POP RIVETS ---- 6 6 Allowed from the Sheet End to any "' a I USE SC-57 CLIPS Surface.----------- ---- J-L- T(E2S TUBE ") (2) BEADS TUBE (2 BOLT GIRT CONNECTION REQUIREMENT) SEAL (14") (3) STITCH SCREWS Steel Line (6) POP RIVETS SIDEWALL GIRT = COLUMN SC-3 SIDEWALL OR Wall Panel SHEERNG SC-12 FOR 8" SIDEWALL GIRT ENDWALL GIRT (TYP.) Member Screw (� 12' O.C.) ANGLE o 0 0 SC-61 FOR 10" SIDEWALL GIRT NOTE: 2" MIN. LAP NOTE: 2' MIN. LAP SC-62 FOR 12" SIDEWALL GIRT c 7 v Anchor (By Others) I I Finished Floor GIRT DEPTH I BIWA" DIM"B" 8" 2"' 1 4 Q N �_ __________ __ _____________ _° 10" 3" I 1/4" a _ 12" 4° 2 14 I 4 I 4 I USE SC-16 CLIPS I \ I 6 6 USE SC-73 CLIPS i i Formed Ba(BFL73) se Trim NOTE: USE 1/2" DIA. X 1" A307 BOLTS AS siowN (4 BOLT GIRT CONNECTION REQUIREMENT) J2" DIA. X 1" A307 BOLTS AS SHOWN Formed Base Trim Section CORNER DETAIL @ MAIN FRAME ENDWALL NOTE; USE 1 w/o Panel Recess METALLIC TRIM LAPS (FLUSH SIDEWALL AND ENDWALL) SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL NS0062A NS0080 NS0124 NS0125 NOTE: REVISIONS I. These drawings are intended to depict general installation of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. NO. DATE DESCRIPTION BY CK'D U r Q Dtm t 0 H s A 04/ /03 FOR PERMIT S t n du, ���1llll Customer: J.B. MATHEWS CO. End User: MACY FORREST Location: SANFORD, FL. OeE. 8y Chk By Date Scale Building ID Job Number Sheet Number Issue Library. C:\Program Files\S Orowings\02—I1-20 NS Drowings.dxl (Version LI) 04/ /03 N.T.S. 0605-207249 S2 of 3 A (4) 5/8"0 x 1 1/2" Rake Angle A325 Bolts RA1 W8x21 Purlin W8 Brace Beam Beyond !I (3) 5/8"0 x 1 3/4" o E � per Design (1) L 3"x 3"x 1/4" Brace z w/(3) 5/8"0 A325 Bolts ego° 45' Tube Header o A O 0. co m � o 0 * Hinge n o 0 a ;,11J'✓r Hydro Swing Framing HYDRO SWING Bi—Fold Door Brace Beam Connection rary. C:\Program Files\S Drawings\02-11-20 NS Orawings.dxl (Version 1.1) 5/8"0 x 1 3/4" A325 Bolts (Typ.) Double Angle Brace 4x4x1/4 Brace Beam Single A..y. Brace 5/8" 0 x 1 3/4" A325 Bolt Double Angle I. Brace Q tip onal 12 Roof 7 Slope Purlin (Typ.) 5/8"0 x 1 1/2" A325 Bolt oo� Brace Beam 5/8"0 x 1 1/2" A325 Bolt View "A" HYDRO SWING Bi—Fold Door Angle Brace Connection to Brace Beam Column 1/2" Flange Clear Opening + 5" Jamb Column_ Width I Hydro Swing Door Jamb Framing (Per Design) I - Hydro Swing Door ---- ----------- -, I i ri ----------- 1 Fastener #6 li 12-24 x 1 1/4" Tek 4.5 At 20" O.C. I I I ---------- 1'- -------- Stee\7,, 7 Field Weld (Profile May Vary) 1/2" Flange Width Plus 2' 1/2" Jamb Trim BFL22 HYDRO SWING Bi—Fold Door Stub Column to Tube Header Connection Fastener #6 v 12-24 x 1-1/4 j Tek 4.5 @ 12" O.C. o BFL850 — Stub Column I Beyond ------------------ r1 Field Weld I 11 11 1, I -• I ♦ _ >i (------------------�`l s •i II, ♦ ' ' -------------- i qi =- Al I1 Hydro Swing g Framing I 11 Tek 4.5 @ 12" O.C. I ■.I BFL24 � ' • - --- ' n Fastener #6 0 12-24 x 1-1/4 ;o Tek 4.5 @ 12" O.C. HYDRO SWING Bi—Fold Door Top Rubber Detail WELD STANDARD GENERAL NOTES SIZES OF FILLET WELD FOR 'PLEB TO FLANGE WELD. NZ W O WN tjfZ Z oN w ��N Z ON `-7(( ww U�o WEB FLANGE THICKNESS THICKNESS F- Nym3 �� W CD 3/16" 1/4" TO 1/2" OVER 1/2" N Y ml 3 w o �� � Z n��HN— 10 GA. & 3/16" 3/16" SEE NOTE B SEE V�<nW Wz Mo NON �O 1/4" 3/Is" SEE ROTE NOTE B m a� 5/16" 1/4„ W 5/16" O OVER 3/8" NOTES: A. 3/16" FLANGES ARE NOT TO BE USED FOR WEB THICKNESS OF 1/4" OR OVER UNLESS SPECIFIED BY ENGINEERING. B. WELD SIZE EQUALS TO THICKNESS OF WEB. C. FOR WEB THICKNESS OVER 3/8" ALL FILLET SIZES ARE TO BE SPECIFIED BY ENGINEERING. D. WELD BOTH SIDES OF WEB TO FLANGE 3" BEYOND BOTH ENDS OF BRAKET. E. MINIMUM WELD SIZES ARE DETERMINED BY THE FOLLOWING CRITERIA: (t = THICKNESS OF THINNER PART) IF t < 3/8" WELD SIZE = THICKNESS OF THINNER PART IF t < 3/8" WELD SIZE = 5/16" F. WELD SIZE IS TO BE 1/16" LESS THAN THICKER PART, BUT NOT TO EXCEED THICKNESS OF THINNER PART. (MAX SIZE: 5/8") G. OPPOSITE SIDE WELD LENGTH TO BE "a" DIMENSION PLUS 3 INCHES, AND "b" DIMENSION PLUS 3 INCHES. B0001 q £ WNJm w y ¢ w z�v i C9pF m�d mo3z wo NZKJ m N m 3 c~n N N N Vl JZN U W W 30w r=-oa o J zp m m w= o�J N� i m3V Wo:a W ¢ F— a NOTE: #5,k66 ETC. ARE WPS NUMBERS —1 SEE WELD STANDARD SHEET FOR wham WPS DESCRIPTIONS N S r i m p Z O to p o m I o � z W m o Q N z� ao Q N N z U WELD SIZE EQUALS a N z y THICKNESS OF WEB w o (TYP) SEE B-1 NOTE E F FOR WELD SIZE w TYPICAL w d � o zz W 3 0 J 4 w 3 � Z p O y w woo b0005 L/2 YSEE B-1 NOTE E FOR WELD SIZE SEE B-1 NOTE E FOR WELD SIZE WELD INSIDE FIRST THEN BGTSM FROM OUTSIDE WELD SIZE EQUALS MICKNESS OF WEB L/2 WELD SIZE EQUALS L/2 THICKNESS OF WEB WELD SIZE EQUALS 1-�THICKNESS OF WEB (TYP.) SEE B-1 NOTE B FOR WELD SIZE AND NOTE D FOR WELD LENcm WELD INSIDE FIRST THEN BGTSM FROM OUTSIDE TOP RUNNING CRANE BRACKET NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TYP.) SEE B-1 NOTE E FOR WEB SIZE SEE B-I NOTE B FOR WELD SIZE AND NOTE D FOR WEB LENGTH WELD SIZE EQUALS THICKNESS OF WEB CRANE BEAM L/2 SEE B-I NOTE E FOR WELD SIZE (TYP.) V=WELD SIZE EQUALS THICKNESS OF WEB WELD SIZE PER I ! \ IVPDS N - 529 BGTSM UNDERHUNG CRANE BRACKET LD SIZE EQUALS CKNESS OF FLAN( ']CAL BOTH SIDES WEB WELD SIZE EQUAL THICKNESS OF VtE SEE B-1 NOTE FOR WELD SIZE •111' CANOPY LUG SEE B-1 NOTE E FOR WELD SIZE (TYP.) ON SIDE OPPOSITE CONRAC WELD -{SEE B-1 NOTE B FOR WELD SIZE AND NOTE FOR WELD LENGTH YL/2 WELD SIZE EQUALS THICKNESS OF WEB EAVE STRUT BRACKET TO BE WELDED IN PLACE AFTER THE COMPLETION OF THE HAUNCH WELD (#5) w 2 1 /2" Z ON SEE B-1 NOTE F SEE B-1 NOTE F FOR WELD SIZE Z '~ y m 3 z W s z W zo w — 72-172 FOR WELD SIZE o z Vr--w n f Q ;�� �p a TYP. FLANGE BRACE CLIP L/2 SEE B-t NOTE E ¢ I5 m n I s m = H L/2 WELD SIZE EQUALS + a THICKNESS OF WEB x o F- F L 2 NOTE: x + DIMENSIONS WELD ON 'NEB FOR WELD SIZE Y SIDE FIRST WELD SIZE PER o F- TIP. AT ENDS TYP. ALL OTHER AREAS TO EQUAL 3". WPDS H-529 z o J pp z SEE B-1 NOTE E 2H J-12 EXCEPT ENDS. X SEE 8-1 NOTE E SEE B-1 NOTE WELD SIZE EQUALS SVELD INSIDE FIRST _ z o FOR WELD SIZE 2H - SEE B-I NOTE A FOR WELD SIZE FOR WELD SIZE THICKNESS OF WEB THEN BGTSM FROM i � ¢ {— - FOR WELD SIZE (TYP.) OUTSIDE ! q x m p m r) of WELD SIZE WELD SIZE UALS EQUALS WELD SIZE EQUALS b L/2 THICKNESS RUNWAY BEAM THICKNESS a L 2 wW oz o a I X OF CAP THICKNESS OF WEB OF WEB N SEE B-1 �6 0 0 = W'' a ¢ NOTE B NOTCH PL pLA PLATE (TYP,) m w W o o W FOR WELD wo�'w W F— II SIZE L 2 EE B-1 NOTE E w z w m m WELD SIZE EQUALS TYPICAL STIFFENER DETAIL / 3/I n Wo W Lr- N OR WELD SIZE BGTSM TRANSITION BY L/2 cn ¢ �. THICKNESS OF L 2 SLOPING WELD SURFACE / WELD SIZE EQUALS z JZ m GUSSET PLATE (TYP.) 20? MAX SLOPE L 2 THICKNESS OF WEB _ Nw ow F, W 'J ¢ COPED EDGE SEE B-1 SECTION A -A _ WELD ON WEB SEE B-1 NOTE G ��`z� "� op ¢ a W k-" - NOTE ESEE SIDE FIRST ow w N �N = o TYP.) FOR WELD NOSI E FOR WELD LENGTH o¢�c�F- r--w m s W o ow Q z FOR WELD SEE B-1 NOTE B warw� o J m W 3 0 w o v GUSSET PLATE DETAIL WELD SIZE EQUALS SIZE WELD SIZE EQUALS SEE B-t NOTE B THICKNESS OF SEE B-1 NOTE E FOR WELD SIZE L/2 WELD SIZE EQUALS m 3 z p< z z W GUSSET PLATE WELD SIZE EQUALS ANDKNOTE GF 5VE8 THICKNESS OF WEB N o m 3 � o p (TYP.) FOR WELD(TYP.) ( )rMUCTURAL THICKNESS OF WEB FOR WELD LENGTH (TY ; INTERIOR WIDE FLANGE SEE B-1 NOTE E SEE B-1 FOR WELD z FIXED BASE PLATE SIZE TYPICAL AT w (0 WELD SIZE WEBS c� ( W _ UMN SEE B-I NOTE E w it P FOR WELO SIZE o------ o p WELD SIZE EQUALS _ " w ' z Z THICKNESS SEE e-t NOTE e SEE B-t NOTE E �� J WELD SIZE EQUALS L/2 OF STIFFENER FOR WELD SIZE FOR WELD SIZE 3`� I-- -� THICKNESS o OF STIFFENER L/2 BACKING RING: SAME WATERIAL AS SEE DWG B-3 FOR RUNWAY END PIPE OR COMMERCIAL BACKING RING WEB & FLANGE CJP zo L- S H/P FOR WELD SIZE BUTT JOINT pa NNm N N ? Z 3 TYPICAL COLUMN ooYw EXPRESS FRAME NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TYP.)w� PIPE OR TUBE COLUMN DETAILS TUBE BRACKET NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TYP.) B0002 10004 F0006 b0008 b0009A RENSIONS NOTE: I. These drawings are intended to depict general installation of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clarifications. N0. DATE DESCRIP➢ON BY CK'D Sta d a r d U e tds A 04/ /03 FOR PERMIT i Customer: J.B. MATHEWS COMANY End User: TRACY FORREST APP i I 9nnoi Location: SANFORD, FL. :4—H Get. By Chk By I Date Scale Building ID Job Number Sheet Number Issue 04/ /03 N.T.S. 0605-207249 1 W1 of 2 A brary. C:\Program Files\S Drawings\02-06-18 Welding Urowings.dA (Version 1.1) L/2 L TYPICAL On SEO SEE 8-1 NOTE G WELD ON WEB BOTH SIDE FIRST SIDES �FB GAG FOR WELD LENGTH BGTSM - - - - SEE B-1 NOTE B >3/8" THK. BELOW EAVE STRUT BUTT JOINT FOR WELD SIZE 3/8" THE MATERIAL P HAS NO JOINT CLIP ANGLE WELD MUST BE MADE BEFORE ALT ATE <1/2" FLANGE THE END SEAT IS INSTALLED THICKNSSTYPICAL ALL DETAIL SEE B-1 NOTE E —F DO NOT CONNECTS 2-24 1 /2 DETAIL 1 DETAIL 2 COPED GUSSET WELD ON WEB FOR WELD SIZE 4FLOS L 2 SEE B-5 FIXED BASE SIDE FIRST 2 FLANGE THICKNESS 4/2" FLANGE TYPICAL GIRT CUP PLATE DETAIL FOR WEL>tD / THICKNESS =__=_=__= ___ t�c -- WELD INSIDE FIRST THEN SEE 0-1 NOTE E BGTSM FROM OUTSIDE FOR WELD SIZE SEE B-1 NOTE F FOR WELD SIZE >I/2" FLANGE THICKNESS WELD INSIDE FIRST THEN TYPICAL SLOT REINFORCEMENT WELD SIZE BGTSM FROM OUTSIDE EQUALS { THICKNESS OF 'NEB WELD SIZE L/2 SEE B-1 NOTE G WELD ON WEB EQUALS FOR WELD LENGTH < 1/2" FLANGE SIDE FIRST t THICKNESS_ DETAIL 4 DETAIL 3 OF WEB SEE B TI INOTESE SEE 0-1 FOR RAFTER CONNECTION SEE B-1 NOTE 8 FOR WELD SIZE WELD SIZE SEE B-1 NOTE E FOR WELD SIZE TYPICAL ALL OPENING SIZE FOR WELD SIZE COPED GUSSET > 1/2" FLANGE THICKNESS WEBS 1/4" (TYP.) SEE B-5 FIXED BASE dELO INSIDE FIRST THEN PLATE DETAIL FOR WELD BGTSM FROM OUTSIDE WELD ON WEB BGTSM TRANSITION BY SIDE FIRST SLOPING WELD SURFACE TOPICAL HELD ON 'b'EB 20' MAX SLOPE BOTH FLANGES SIDE FIRST SEE B-1 NOTE B DETAIL 5 DETAIL 6 FOR WELD SIZE TYPICAL COLD FORM BASE SEE B-1 NOTE G NOTE: ALL WELD SIZES WILL FOR WELD LENGTH BE AS SHOWN ON WPDS STRAIGHT COLUMN TYPE 1 NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TV.) TYPICAL DOOR HEADER LONG BAY DETAILS NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TOP.) b0010 b0012 b0014 b0015 \ L/2 FDETAIL #5 `.DETAIL #4 DETAIL #3i DETAIL #1 / VL 2 i WELD ON WEB SEE 8-1 NOTE G SIDE FIRST FOR WELD LENGTH BGTSM LDETAIL 4 DETAIL #3J DETAIL 92J >3/8" THK. BELOW # 3/8" THE MATERIAL DETAIL #6 LONG BAY PURLIN WELDING GUIDE SEE 8-1 NOTE B HAS NO JOINT FOR WELD slzE TYPE "A" WEB PATTERN a� aF DETAIL DETAIL #4 DETAIL #3� DETAIL #1 BGTSM BGTSM / WELD ON WEBWELD ON WEB SIDE FIRST SIDE FIRST SEE B-1 NOTE F FOR WELD SIZE 3J DETAIL 2J LDETAIL #5 LDETAIL #4 DETAIL # # WELD SIZE COPED GUSSET EQUALS C LONG BAY PURLIN WELDING GUIDE THICKNESS SEE B-5 FIXED OF 'WEB BASE PLATE TYPE "B" WEB PATTERN WELD SIZE DETAIL FOR WELD EQUALS L/2 THICKNESS BGTSM OF WEB WELD ON WEB BGTSM SEE 8-1 NOTE F SEE B-1 NOTE B SIDE FIRST < FOR WELD SIZE WELD ON WEB ETAIL #6 DETAIL #1� FOR WELD_IZ) SEE B-1 I I� SIDE FIRST _�— (DETNL #4 DETAIL #3} TYP. i I NOTE G SEE B-1 NOTE B <FOR WELD WELD ON WEB FOR WELD SIZE LENGTH (TYP.) r SIDE FIRST SEE B-1 NOTE E —z— SEE B-1 NOTE G Z�t= FOR WELD SIZE FOR WELD LENGTH SEE 8-1 NOTE 8 UETAIL #4 DETAIL #3J BGTSM TRANSITION BY FOR WELD SIZE DETAIL #5 DETAIL #2J SLOPING WELD SURFACE BGTSM 1 20' MAX SLOPE LONG BAY PURLIN WELDING GUIDE WELD ON WEB SEE 8-I NOTE G WELD ON WEB SIDE FIRST FOR WELD LENGTH SIDE FIRST TYPE "C" WEB PATTERN STRAIGHT COLUMN TYPE 2 NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TYP.) LONG BAY DETAILS NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TYP.) b 0 01 IT b 0 013 b 0 015 REVISIONS NO. DATE DESCRIPTION BY CK'D l r d ' ,n t ad � s NOTE: 1. These drawings are intended to depict general installation of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clarifications. A 04/ /03 FOR PERMITIS a��u d Ann 4 4 nnnro Customer: J.B. MATHEWS COMANY End User: TRACY FORREST Location: SANFORD, FL. Det. By Chk By Date Scale Buildin�ID� JobNumber Sheet Number Issue 04/ /03 N,T.S. 605-207249 W2 of 2 A Library. C:\Program Fdes\S Drawings\02-06-I8 Welding Drawings.dA (Version 1.1) GENERA1CONW11ONS AND NOTES ' IT is ;_f% iNTENT OF THY, ARCHITECT THAT THIS WORK BE IN CONFORMANCE WiTH ALL RY,QUFRLMLNTS OF THE. BUILDING AUTHORITIES HAVING JURISDICTION OVER THISTYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR,Nok!K IN.CONFORMANCE WiTH ALL APPLICABLE CODES AND REGULATIONS. L THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBsrm PRIOR TO COMMENCING WORK. 2t CONTr1ACTOR SHALL REPORT ALL DISCREPANCIES IN TIIE DRAWINGS AND EXISTING CONDITIONS TO Tilt ARCHITECT PRIOR TO COMMENCING WORK. 3. CONTRACi'OWSHALL SUPPLY, LOCATE: AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, I, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PiTCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARK THE PROPERTY OF THE ARCHTI'LCT AND MAY NOT BE USED OR REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5. ALL D'.LTAlLS AND SLCTlONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL CONSULT THE ARCHITECT iF THERE. 15 ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION ' OF A DETAIL OR CONSTRUCTION ISSUL f ALL Di tEHSIONS AND ELEVATIONS SHOWN SHALL BE HELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7, THIS. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WTiII AND MEETS THE REQUIREMENTS OF SECTION 1604, 2001 EDITION OF THE FLORIDA BUILDING CODE. it IS DESIGNED TO WITHSTAND 12e MPH EXPOSURE ■ WIND LOADS, MINIMUM DESIGN PRESSURE FOR OPENINGS IS +25.1, -2&1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WrrHSTAND ALL APPLICABLE LOADS. DESIGN WIND LOAD IS 120 MPH WITH SHAPE FACTORS, NET UPLIFT DESIGN PRESSURE SHALL BL 3d PSF. DESIGN ROOF LiVE LOAD IS 2e PSF i s CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 9. THE. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING visrUD THE srM AND HAVING FAMILURQlD HIMSELF WITH ALL EXISTING CONDrmNS, ANY QUESTIONS OR DISCREPANCIES FOUND WiTH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION or THE AItCHITE(.-r BEFORK SUBMITTING A PROPOSAL lE. IT IS THE CONTRACTOR'S SOLE RY,SPONSiBUiTY TO DKTLRMENE KRK -MM PROCEDURE AND SEQUENCE TO INSURK THE j SAFETY OF THE BUII DING AND fT5 COMPONIM PARTS DURING ERECTION. THiS INCLUDES, BUT ISNOT LLmrnD TO, THE ' I ADE.,ft N OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DO" MAY BE NECESSARY. SUCH MATERIAL SHALL Bit RLMOVLDND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. .A li. iF MATERIALS, QUANTi us, STRENGTHS OR sms INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARK NOT IN AGREEMENT WriT1 THESE NOTES, THE BLI I R QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SEEK INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. I76. PROJECT SHALL BK TURNED OVER TO OWNER IN CLEAN CONDrMNS MrM ALL TRASH AND DEBRIS REMOVED FROM SrrL, ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORUDNTAL SURFACES DUSTED AND CLEANED, AND ALL TOILETAND PLUMBING FIXTURGS CLEAN AND IN GOOD WORKING ORDER 13. CONTRrCTOR SHALL HAUL ALL RUBBISH FROM SiTE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS To ACCU M ULATIL 11. CONTRACTOR TO OBTAIN ALL rERM.rMAND PAY ALL FEES AND TAXIS E5, DItiE8510N3 INDICATED ON THY, DRAWINGS IN RE FTRZNC1 TO KXBTiVG CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS PROVIDED BY THE OWNER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DlMLN3KOM% GRADES, LINES, LEVELS OR OTHER CONDTTONS OF LIMITATIONS AT THE Sit TO AVOID CONSTRUCTION ! ERRORS. if ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE' VEREIVAT10N O/ APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RGSPONSmBI.rrY OF THE CONTRACTOR I& A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND LQUTPEMNT SHALL BE DETERMINED BY THE OWNER, 17. CONT3L�CTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER 11 FOR THE CONTRACTORS USE. FOUNDATIONS 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 20" PSF AF40 SHALL BL VERiFIED_BY A GEOTLCIFNiCAL ENGINEER REGI TRLRED IN THE STATE OF FLORIDA. 2. ALL REQUIREMENTS FOR SiTE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SONS REPORT SHALL BE FOLLOWED UNLESS ADDrr10NAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ,%RCHrTECT IF FOUNDATION CONDT5ONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR - i SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM Mont VIED PROCTOR DENSITY. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE. COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. S. BACKFI.L AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY TH CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, LS THE. SOLE RESPONSIBILITY OF ` THE C N'TRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. I: CAST IN PLACE CONCRETE Y I. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 2E DAYS: s SLAB ON GRADE AND FOOTINGS 30" PSI REMAINING CONCRETE 30" PSI ' 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS i ", AND HAVE 2 TO 4% AiR ENTRAINMENTS, AND A MAXIMUM WATE WC E M ENT RATIO OF 0.5a, 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF A.CI 301 CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE. LATEST EDITION OF AC131S 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-415 GRADE 60. 3. ALL CONCRETE WORK SHALL BE ,IN ACCORDANCE WiTH ""it BUILDING CODE REQUIREMENTS FOR REINFORCED . CONCRETE" ACl31a LATEST EDITION, AND "SPECi rWATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," AC13e1. 6. WHERM BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OP ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DtSCONTiNUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, 80 LSTTRS, LTC. NECESSARY TO SUPPORT REINFORCING STEEL SUPPORT ITEMS. WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TiPPED OR STAINLESS STEEL Zt. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE 114DICATED ON THE ARCHITECTURAL DRAWINGS. ` 9. THE. FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER A6 THROUGH #18 BARS 11/2" ALL OTHER CASES 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BL 43 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-I85. WWF SHALL BE LAPPED AT LEAST 8" AND CONTALN AT LEAST ONE CROSS IRE WTiHIN THE 3". ALTERNATE FIBERMESH REINFORCING SHALL BE COMMERCIAL GRADE W IL CONTRACTOR SHALL VERY LOCATIONS OF ALI, OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS ETC AS REQUIRED BY ILIO OTHER. TRADES BEFORE CONCRETE 15 PLACED. t3. ItORa0NTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1' �" AROUND CORNERS OR CORNER BARS WITH 2' 0" LAP SHALL BE PROVIDED. 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED {` CONCRETE STRUCTURES" AC1315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS. 13 CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR Sill AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES THESE r1LM3 HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOr STEEL OVER TIRE MIDSPAN, UNLESS NOTED OTHERWISE. 17• TESTING LABORATORY SHALL SUBMIT ONE. COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHrrtCT. WINDOW SCHEDULE 3 b 3 window size G, tr 3 Ja X G 3 ao remarks 1 4'-O"w x 5'40"h Fb°ed Aluminum Prefinished tinted Fixed, lass & aluminum 2 3'-O'w x 5'4rh FDM Afumi nim Prefinished tinted F'aed, ghns 8 akirninum CODE DATA - Corporate Naneers . 2001 Florida Building Code 2001 Florida Fire Code Wind Speeds 110 mph Table 500 Occupancy Special Storage Type Construction Type IV Unprotected, UnSprinkled Allowed Provided Building Area 16,000 sf per floor 9,048 sf Max. No. of Stories 2 I Max. Hgt in Feet 55' (no limit per sub-letter'g') 26'-6" (roof peak) Fire Protection Requirements (Table 600) Party and Fire Walls 4 hours Interior Bearing Walls 0 hours Columns 0 hours Beams. Girders etc 0 hours Floor Ceiling 0 hours Roof Ceiling 0 hours Exterior Bearing & Non -Bearing Walls 0' to 3' I hour ( 0%) 3' to 10' 1 hour (l0%) 10' to 20' NC (20%) 20' to 30' _ NC (40/6) +30' ' NC ( NL) Occupancy Analysis Storing of private aircraft without major maintenance, O'F10� DOOR SCHEDULE C .sy � 1~ ° a � 4» on L 3 'O on C5 al cl doorsize b oa L u ss remarb 8!-Fold Overhead With Translucent Panel A 60`-0" x Ib-O" ovhd Mti Prefin Mtl and Hygrolift B g-o" x 101-0" ovhd Pr 3'-0" x 6 8" w! transom Mtl Alum Prefin Prefin Terri Mtl Alum Garsqo4ype door, vertical Hft track Storefront doors with 1'-1" h transom. 8'-0" total unit height C D T-0" x 6-T Mtl Primed Mn Seo-ciosing B- abeied door with rated E T-0" x 8' 8" Mtl Primed 1.5h Mti X hardwwo Wkh iock from entry side, auto -unlock from SC F T-0" x 64" Wd Painted Wood interior G 3'-0' x 6' 8" SC Wd Painted Wood HC with closer and a lock -set H T-0" x 6-8" HC Wd Paaited Wood Passage set J 3'-0" x 6-8" Wood Painted none Louvered 8141old Bathroom door provided by tenant d K 2'-6" x 6-T HC Wd Painted Wood bathroom constructed. t. n Hit ovhA and N drvh t FLORIDA BUILDING-. -. CODE, 20 01 DESIGN PRESSURES FOR OPENINGS BUBMI G DATA im Ftd 5 "'UT101N Wind Velocity (mph) 110 Goff"" Eric Ku"trlry, Archited Prepared By Eric, Kwihdry, Archited Importance Factor 1.00 Expoeuro Category C STRUCTURES ctlom Name rrncy Forrest Internal Pressure Coefficient; 0.18 INI.ERNATlONAI; LLC Job Description SanfordCof Mean Roof Height (ft) 24 poste Hangers B.Hdhg Wkkh (tt) 78 BWk*V length (ft) 128 1 Job Numbs 23005.0 Roof Slope (x:12) a .� FJ ;t s ati ni WALL OPENINC;S, OPENING MARK OP DESCRiPTi M LOCATION ZONE OPENING EL EV. OPENING DHtEINSiONS WIDTH HEIGHT MAOUMlJ11 POSITIVE PREa3t�E MJU(Kit 14EGI►:T/E PRESSURE ti) A ChnnhoW 5 10 80 1!<>s 19 i - B Overhead 5 4.5 9. 10 22.9 =2t10 �- C Entry DoorafTrans" 4 4 B 8 24! -24.2 D Hollow Mali 5 3.33 3 6,67 2" -332 1 Fixed, WOntiow 5 5.5 4 5 25,5 -33-2 2 FD(ed Wkxlew 5 5.5 3 5. 25.0 -342 1 311:. *i(ON �iie:�c�Nari�xw ? r �, ► • flo RIM Y X s s 7 I' ! E y CID` � 1. �� _____•- ---�-^--^ --- ° .2 �., 7 a a � o Q p�� . � Nc t H ��.v i`'t.�'t'al.: i3�•t I�-�l t-1� . '�,,�. CL p1.P�Ns'f �rrM>*�5.oVI �"rA•NUPNRD V tN`tL 1�Rar'�P� t�lhU�A-rtot-1 cr }zoaF.- �'RavloF_ hli.v��= a � ate,• �; ' �� �N�I,AT►D►-1 G� �`IvTI✓%�=10� }}JkN�.•-�� Wt>,u� �. �+� " v � � { NR R.P'TSr) 'rAgT TcoN -TO Ut k>-e ION, � _..:RAF SN�A-rtiti N� • (�" t't'L� G✓ � � "• �� � j Ns ; I ",-,V W,i. - RGr✓ Q ftvoF pF, ' f Z, D CL s rA y - Q ' "u uI. { C y I Vj CO t�f � �I�'. x A� -o" �� R�� Lvtl�•� vets, • .. �^ �� . s a � p E• FIjh�I.UMtrtvt-1, '(" IVY-, �i✓D , etv • 1'' IIA1H �LoorZ. (.aN o S ti K� 'p R t --4- Sf S l Tlr PL PAN 13`( T4 h' ° ,• l _ w, ___ . _„ _ .._.__.-._ _._ _.__ _:_..__._..__. _. __.___.. _ _W _..- _ __. _ __.._ ___ _...._ ..._ i.. __�: - ..�.. � �,as� ��,-,-��t.�.rsF�•t�e��. SI_..t�L.__�,._:..:�Lhd�,,._._}�'�h� 't�* _.._-.�..�._�.� . :,.___ __ _._...... ._.___._......,_,�,, .,_�...._ M.. i a D 5 n D J Z Y Y D. KURITZ V 7 ARCY AR0007981 C j ARCHITECTURE CONSTRUCTION ADMINISTRATION CONSULTANT J P.O. BOX 581227 ORLANDO, FLORIDA 32856 D n 407 898-8854 L) J (407) 898-7992 FAX C D R o � n n D O. K D D 7 O R n C D E V O 0 0 n 0 c 0 C 0 0 u 0 ° E 0 n c n i o b F ° Piz 10 o C a y A O ` V o b n O A o � o V O O i 1 O a o � o � � y a� t; CAS 0 0 REVISIONS u Q Y N L 7 Y C) V L W Or L O a 0 0- 0 L O L O A t O C O v 0 r DRAWN.-,---...__ 0 In CHECKED._-- DATE 0 v o SCALE 0 r PROJECT NO. i ( W L{ ►�-t� A�j.T cx Y SHEET LEE C) W ra I ------- - -- f4 4- P ICI _`A..°R��. III , q�i'�i� r >1 w 11 .0 O 1w < CS 0 ARCHITECTURE CONSTRUCTION ADIGNISTR 'C CONSULTANT 6 P.O. BOX 501227 ORLANW, FLORIDA 32856 o (407) 698-8864 (407) 898-7992 FAX • • • • 75 0 E 0 0 c 0 .2 0 E 0 .2 X qp .2 0 0 s. 0 0 0 0 .2 o 4-k CL Ri 21 0 V 0 4;4 0 REVISIONS 0 0 O 0 M DRAWN CHECK E DATE • SCALE II PROJECT NO. �j I m SHEET D X d LJ ARCHITECTURE CONSTRUCTION. ADMINISTRATION ..CONSULTANT P.O. BOX 561227 ORLANDO, FLORWA 32856 407 898-6654 (407) 898-1992 FAX IZI � C� v 1 v� CAS I 4 REVISIONS 0 T' .HVAC AC GENERAL NOTES 1. COORDINATE LOCATION OF CEILING ACCESS PANELS TO ALL EQUIPMENT DUCT ACCESS DOORS, ETC, ABOVE CEILING REQUIRING SERVICE ACCESS AND/OR INSPECTION. 2. EXHAUST FANS AND PLUMBING VENTS SHALL VE LOCATED A MINIMUM OF THEN (10) FEEL' FROM AIR INTAKES, 3. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT 5HALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 4. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. PRIMARILY, DUCTWORK SHALL RUN IN CEILINGS AND RUN BELOW TRUSS WEB SPACES. DO NOT CUT TRUSS WEBS WITHOUT THE EXPRESS PERMISSION OF THE TRUSS MANUFACTURER CLEARANCES THROUGH TRUSSES SHALL BE PROVIDED BY THE GENERAL TRADES. 5. DUCT SIZES AND OPENING5 THRU ROOFS, SLABS AND WALL PARTITIONS $HALL SUIT EQUIPMENT FURNISHED. OPENINGS REQUIRED FOR HVAC INSTALLATIONS BUT NOT SHOWN ON 'A' SERIES DRAWINGS SHALL BE PROVIDED BY THIS TRADE, 6. COORDINATE DIFFUSER AND REGISTER LOCATIONS WITH ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL REFLECTED CEILING PLANS. 1. DUCTWORK LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND SYSTEMS TRADES TO FIT THE SPACES PROVIDED. DUCTWORK CROSS SECTIONAL AREAS MAY NOT BE REDUCED. 8. LOCATE THERMOSTATS FIVE FEET (5'-0') ABOVE FINISHED FLOOR THERMOSTATS SHALL BE STANDARD ELECTRIC SU15-55E TYPE FOR MANUAL SELECTION OF MULTIPLE STAGE HEATING OR COOLING AND MANUAL FAN -OFF -AUTO SELECTOR SWITCH. 9. ALL EQUIPMENT, DUCTWORK, ETC. SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AS.REQUIRED TO PROVIDE A VIBRATION -FREE RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED. DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OINER 11. MANUFACTURERS' NAMES. AND MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR ON THE SCHEDULES ARE FOR THE PURPOSE OF ESTABLISHING A QUALITY OF MANUFACTURE ORA SPECIFIC DESIGN CONFIGURATION. EQUAL PRODUCTS, AS APPROVED BY. THE ARCHITECT/ENGINEER, WILL BE ACCEPTABLE FROM OTHER MANUFACTURERS. 12. REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. ANY DISCREPANCIES NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO BIDS WILL BE CONSIDERED CORRECTED BY THE CONTRACTOR IN HIS BID TO THE SATISFACTION OF THE ARCHITECT AND AS THE ARCHITECT DIRECTS, 13. PROVIDE U.L. LISTED FIRE DAMPERS IN ALL PENETRATIONS OF THE FIRE RATED SURFACES. INSTALL DAMPERS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE LISTING AGENCY REQUIREMENTS. 14. PROVIDE A COMPLETE TEST AND BALANCE OF AIR AND HYDRONIC 6Y5TEM8 INSTALLED AS A PART OF TH15 PROJECT. TESTS SHALL BE PERFORMED BY AN INDEPENDENT BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL. SUBMIT THE REQUIRED COPIES OF CORRECT BALANCING REPORTS TO THE ENGINEER CERTIFYING THAT ALL SYSTEMS ARE OPERATING WITH FIVE PERCENT (5%) OF THE DESIGN QUANTITIES AND ONE PERCENT. (1%) OF DESIGN TEMPERATURES. APPROVAL OF THIS REPORT MUST BE OBTAINED BEFORE FINAL PAYMENTS OF CONTRACT MONIES CAN BE RELEASED. 15. REMOVE, STORE AND REINSTALL CEILING TILES AS NECE55ARY TO ACCOMODATE DUCTWORK INSTALLATIONS, BALANCING WORK AND INSPECTIONS. ALL EXISTING AIR DIFFUSION DEVICES SHALL REMAIN IN THEIR PRESENT LOCATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 16. RECTANGULAR DUCTWORK SHALL BE TWO INCHES (29 THICK, 4.5 POUND DENSITY R-6 MINIMUM FIBERGLASS DUCT BOARD WITH FOIL FACED GLASS FIBER REINFORCED SCRIM. SYSTEM SHALL 15E CLA55 I U.L. RATED SUITABLE FOR VELOCITIES TO 2,400 FPM AND PRESSURES TO TWO INCHES (29 POSITIVE PRESSURE. JPOINTS SHALL BE VAPOR TIGHT GLASS FABRIC, GLASS FIBER REINFORCED AND. MASTIC SEALED IN A THREE LAYER PROCESS. ALL STAPLES AND FIBERGLASS REINFORCING SHALL BE COMPLETELY COVERED WITH MASTIC COATINGS. 11. FLEXIBLE DUCTS SHALL BE CLA55 I POLYMER FILLED I%'l/BlkB HELICAL SPRING COATED SHEATH WITH R-6 INSULATION AND ALUMINUM VAPOR BARRIER FILM ALL RATED FOR 4000 FPM AND FOUR INCH (4') STATIC PRESSURE. AIR HANDLING UNIT MIN. 4' HIGH VENT (REQUIRED ONLY IF 1/4' PER FOOT OR GREATER PITCH 15 UNATTAINABLE) 2' MIN. 4' MAX. CONDENSATE DRAIN PAN 2' DRAIN CONDENSATE — EXTEND CONDENSATE LINE FULL PIPING ON GRADE ON 51ZE FROM UNIT CONDENSATE UNPAVED AREA DRAIN PAN CONNECTION TO OUTSIDE GRADE CLEANOUT WITH THREADED PIPE CAP CONDENSATE TRAP DETAIL NO SCALE 1) PI Al HVAC FLOOR PLAN NOTES O WALL MOUNTED 3.0 TON AIR HANDLER WITH 5.0 KW ELECTRIC HEATER, THREE-QUARTER (3/4) HP BLOWER MOTOR, 10.0 SEER MINIMUM. WALL MOUNTED RETURN GRILL INTEGRAL WITH SERVICE ACCE55 DOOR UNINSULATED STEEL DUCT EXHAUST DUCTWORK Q CEILING FAN WITH FACE GRILLE,15 CFM AT 0,25' S.P. 120V/1-PHA6E, WITH SPEED CONTROLLER AND BDD. �4 PROVIDE A DUCTLESS SPLIT SYSTEM 1.5 TON AIR CONDITIONER WITH A WALL MOUNTED 420 CFM EVAPORATOR AND SELF-CONTAINED THERMOSTAT WITH MICROPROCESSOR CONTROLS. LIKE SANYO leKL12 HAVING A MINIMUM 10.0 SEER. CONTROL CONDUIT (TYPICAL BOTH ENDS) EXTERIOR INTERIOR HARE) TUBING I 2' MINIMUM SOFT TUBING i (TYPICAL BOTH F ENDS) I \\ w lNt 45 DEGREE ELBOW - '�— -- a► - PVC CONDUIT (SCHE. 40 WITH " SOLVENT WELDED JOINTS) RUN Y = < I UNDER SLAB. SEE PLAN FOR j , LOCATION. (SIZE OF CONDUIT ( , ; F SHALL PERMIT INSTALLATION OF =I° PIPING WITH INSULATION AND CONTROL WIRING CONDUIT) NOTES: I. CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE MINIMUM 6' FINE GRAVEL AROUND PERIMETER 2'-0' TO EITHER SIDE OF STRUCTURE - FIRMLY TAMPED. 2. ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK EXCAVATION AND ACKFILL SHALL. BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. imigiv 'r__0 SEAL ' EACH END WITH EXPANDABLE FOAM SEALANT SLAB a r II` 'III I € € \— 90 DEGREE LONG -- -= RADIUS ELBOW 1/2' WEEP HOLE NO SCALE AIR DISTRIBUTION SCHEDULE MARK DESCRIPTION MATERIAL FINISH BASIS OF DE: CD 24' X 24' FACE PANEL ALUMINUM WHITE METALAIRE LOUVERED FOR A 4 WAY BLOW ENAMEL '5800-M6-54 WITH EQUALIZING GRID AND SERIES O.B.VV, LAY -IN TEE BAR FRAME, NUMBER OF LIKE DEVICES IN A ROOM SCHEDULED DESIGNATOR, IE. CD -CEILING DIFFUSER 5WD=SIDEWALL DIFFUSER R3=RETUR4 GRILLE DG=DOOR GRILLE F CORE SIZE etc. (3)CD12' 4 DIRECTION5 OF DIvCHARGE L AIR QUANTITY IN CUBIC FEET PER MINUTE € AV wriL_L_ INTAKE I AIR I s LOUVER. H.V.A.C. FLOOR PLAN ® CORPORATE HANGAR TYPE 21 (BUILDING ADDRESS - 3448/3449) SCALE: I/8' _ V-0' WHLL4HP' € 's i i I- i CONDENSATE ONTO I:I7`1PAVED RETE iiiilliiifllll 43 ERIC D. AR0007981 ARCxrfWMRE CONSTRUCTION ADMOUSTRATION CONSULTANT P.O. BOX 561227 ORLANDO, FLORIDA 32856 407 896-6654 407 898-7992 FAX ci m o � om cog v m00zoo i�� q o� o mx z p mMa 1 I �p� I mom o �4 I k'00 a m o u- o t� g" tin c 2 CA y &'" U '� 0 ccS � N c 0 v (u to Pd c o � ® - ctf bA v a � m co 4M a N Cd �1 ry�y h+l s L - N O � rcl � a) v <}, fl iy 0 q � 0 � ryGcs P., ® 0 �p0V 1�� cn .a i a U m L V L Q Y a Y U W v- O- m S O. m S ti- a DRAWN WE SANTOS CHECKED HAROLD H. CONDO DATE OCTOBER 14 2003 SCALE AS NOTED PROJECT NO. WPC-0m HVAC FLOM PLAN CORPORATE HANGAR TYPE Z NOTES, DETALS AND SC -ES SHEET ■ 1 X 1 V . l.. r � KURITZKY ARQHITEQJ AR0007981 ARCHITECTURE CONBYR MON ADiQNL9IUVON CONSULTANT P.O. BOX 581227 ORLANDO, FLORIDA 32856 407 898-6654 407 898-7992 FAX ❑U a EG 41 0. N 0 0t ��im O Ll pI. V 'o o Pc Ogg, �- " ° x0 x 9 d I I J ��d b 4 vi��awH� � N m O � L O •1"I U m d U � ¢.y o 4-4 O ' 21 c C @i O m �) (u M X 1W'' rd P 4-1 ® cd cn cn DRAWN M >iAEL. CAMEY CHECKED HAROLD R CONDO DATE OCTOBER 14 2003 SCALE AS NOTED PROJECT NO. WPC-0301 PLUMBING FLOOR HANGAR 1 II-G 2 NOTES, LEGEND SHEET _s AR0007981 ARCHITECTURE CONSTRUCTION ADIiIIMSMT10N CONSULTANT P.O. BOX 561227 ORUNNDO, FMRMA 32856 407 898-6654 407 898-7992 FAX eUe r� 1 O dd� m o x q J4 QZ� W V v o d i. rj It 'D Ra •.r c afsaw�° C 3 " L J CP1! O � cd i cd O Q Q} ci a cd o o � bi U D C) cd s E, ® G� ® G CU ty O a 4) CA y c) /+�In ^ ® ® rr^� Vd r4�, Vl V C D v t REVISIONS L Q L a Y v L W O 9+ t AI Q L _ m t t m L a m t s 0 , L i DRAWN M CALMY CHECKED FMOLD R CONDO DATE OCTORM 14 200r3 SCALE AS NOTED PROJECT NO. WPC-= CORPORATE HANGAR TYPE 2 PLUMMG R ERB, SCHEDULES SHEET ELECTRICAL FLOOR PLAN NOTES O ROUTE THREE (3) 12 THWN, CU. TO THE PANEL AS NOTED VIA PHOTOCELL FOR CONTROL 21 PROVIDE CONNECTION OF THE BATHROOM EXHAUST FAN. THE FAN SHALL RUN WHEN THE LIGHT 15 ON AND SHALL CONTINUE TO RUN FOR TWO (2) MINUTES, AFTER THE OF THE TYPE 'K' AND TYPE V LIGHTING FIXTURES. PROVIDE,INSTALL AND CONNECT A PHOTOCELL EQUAL TO iNfEwAnc o1C4321c, FLUSH MOUNTAS; HIGH AS, POSSIBLE ON LIGHT 16 TURNED OFF. PROVIDE A TIMER SWITCH AS REQUIRE[)- TO ACCOMPLISH THIS THE NORTHWEST CORNER OF THIS BUILDING. OPERATION. THE SWITCH SHALL BE TOGGLE TYPE. (D PROPOSED LOCATION OF THE FIVE (5) HORSEPOWER, . 220 VOLT MOTOR AND 22 PROVIDE, INSTALL AND CONNECT AN ISOLATED GROUND, DUPLEX RECEPTACLE AT EIGHTEEN INCHES (V) ABOVE THE FINISHED FLOOR FOR CONNECTION OF THE OWNER CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOOR, PROVIDED COMPUTER, VERIFY THE EXACT LOCATION AND HEIGHT WITH THE OWNER OPROVIDE, INSTALL AND CONNECT A 240 VOLT, NF, NEMA 1, 5/N, (oO AMP DISCONNECT PRIOR TO INSTALLATION. SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR, SURFACE MOUNT THE DISCONNECT SWITCH AT SIX FEET ABOVE FINISHED FLOOR TO PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 3R, FUSE THE BOTTOM OF THE ENCLOSURE. ROUTE A THREE-QUARTER INCH CONDUIT WITH TWO (2) FUSIBLE DISCONNECT SWITCH FOR THE CONDENSING UNIT AS NOTED. DISCONNECT SWITCH WITH D.E. FUSES AS REQUIRED THE A/C NAMEPLATE, ROUTE #a THWN, CU. AND ONE (1) 010 T", CU., GROUND TO THE PANEL AS NOTED. .BY A THREE-QUARTER INCH (3/4 ) CONDUIT WITH THREE (3) *a T", CU. TO THE PANEL PROPOSED LOCATION OF THE NEW PANELS FOR THIS BUILDING. THESE PANEL$ SHALL AS NOTED. PROVIDE WEATHER-PROOF FLEX15LE CONNECTION FROM THE DISCONNECT 13E sUf;�FACE MOUNTED ON THE EXTERIOR OF THE BUILDING AND SHALL BE PROVIDED SWITCH To THE CONDENSING UNIT. WITH NEMA 3R ENCLOSURES. REFER To THE CORRESPONDING PANEL SCHEDULE FOR LOAD AND EQUIPMENT INFORMATION. PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 1, NON -FUSED DISCONNECT SWITCH FOR THE AIR HANDLER AND HEAT STRIP AS NOTED. OPROPOSED LOCATION OF THE EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE. MOUNT THIS FIXTURE AS HIGH AS POSSIBLE ON THE WALL. VERIFY THE EXACT LOCATION AND ROUTE A THREE-QUARTER INCH (3/49 CONDUIT WITH THREE (3) 08 THWN, CU. TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION FOR THIS DISCONNECT SWITCH WITH MOUNTING HEIGHT WITH .THE OWNER PRIOR TO INSTALLATION. THE H.VAC. INSTALLER ROUTE THREE (3) M2 THWN, CU, IN ONE-HALF INCH (112') CONDUIT TO PANEL AS 25 PROVIDE, INSTALL AND CONNECT A THIRTY AMP (30A), 240 VOLT, TWO (2) WIRE, NEMA 1, NON -FUSED DISCONNECT SWITCH FOR THE ELECTRIC WATER HEATER AS NOTED. NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. ROUTE A ONE-HALF INCH (1/2') CONDUIT WITH THREE (3) flO THWN, CU. TO THE PANEL OPROVIDE A SURFACE MOUNTED PUSHBUTTON FOR CONTROL THE AUTOMOBILE AS NOTED. VERIFY THE EXACT LOCATION FOR THIS DISCONNECT SWITCH WITH THE OVERHEAD GARAGE DOOR OPENER, MOUNT THIS DEVICE AT FORTY-EIGHT INCHES. PLUMBING CONTRACTOR. (48") ABOVE FINISHED FLOOR TO THE BOTTOM. PROVIDE INTERCONNECT CIRCUITRY AS REQUIRED. TYPICAL OF TWO (2) THIS BUILDING. 26 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND THIRTY AMP (30A), 250 VOLT, POLARIZED RECEPTACLE FOR CONNECTION OF THE DRYER. LOCATE TH15 PROVIDE A SURFACE MOUNTED JUNCTION BOX AND FLEXIBLE CONNECTION TO DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR. ROUTE THREE (3) 10 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE PANEL AS NOTED. OVERHEAD AUTOMOBILE DOOR OPENER ROUTE THREE (3) 12 THWN, CU. IN A ONE.- HALF INCH (1/29 CONDUIT TO THE, PANEL AS NOTED AND PROVIDE FLEXIBLE ZED, TYPICAL OF TWO (2) THIS BUILDING. CONNECTION TO THE OPENER AS REQUIRED. PROVIDE, INSTALL AND CONNECT 'A FLUSH WALL OUTLET BOX AND TWENTY AMP (20A), 0 125 VOLT, RECEPTACLE FOR CONNECTION OF THE WASHING MACHINE. LOCATE THIS OPROVIDE AN OUTLET BOX FOR INSTALLATION OF A FUTURE CEILING PADDLE FAN BY DEVICE AT FORTY-EIGHT INCHES (46') ABOVE THE FINISHED FLOOR, ROUTE THREE (3) 12 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE PANEL AS NOTED. OWNER, PROVIDE A ONE-HALF INCH (1/2') CONDUIT TO THE LINEAR SLIDE FAN SPEED CONTROL UNIT AS REQUIRED FOR THIS FAN. 28 PROVIDE, INSTALL AND CONNECT A MANUAL MOTOR STARTER IN A FLUSH MOUNTED 10 ROUTE THREE (3) M2 THWN, CU. IN A ONE-HALF INCH (1/29 CONDUIT TO THE LIGHTING CIRCUIT AS NOTED FOR NORMAL POWER (120 VOLT) TO THE EXIT LIGHT, COMBINATION OUTLET BOX. PROVIDE A CONCEALED CONNECTION TO THE WALL MOUNTED AIR HANDLER AS REQUIRED. COORDINATE WITH THE HVAC CONTRACTOR FOR THE EXACT EXIT/EMERGENCY LIGHT OR EMEFrzENCY LIGHT FIXTURE AS NOTED. THIS CIRCUIT LOCATION AND CONNECTION REQUIREMENTS. THE MOTOR STARTER SHALL BE THIRTY AMP (30A) RATED EQUAL TO SQUARE D, CLASS 2510 AND SHALL BE PROVIDED WITH A SHALL BE CONNECTED TO AN UNSWITCHED LEG OF THE LIGHTING CIRCUIT. PILOT LIGHT. ROUTE THREE (3) 10 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO Il PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND FOUR (4) FORT THE PANEL AS NOTED. TELECOMMUNICATIONS OUTLET (T/0) AS REQUIRED, LOCATE THIS DEVICE AT :FOURTEEN INCHES (14') ABOVE THE FINISHED FLOOR TO THE BOTTOM. OF THE BOX.. 29 PROVIDE, INSTALL AND. CONNECT A 125 VOLT, 30 AMP, 6/N, NEMA 3R, NON -FUSED ROUTE A ONE INCH (P) CONDUIT WITH THREE (3) CATEGORY (o CABLES FROM THIS DEVICE TO THE TELEPHONE TERMINAL BOARD (TTB) AND PROVIDE CONNECTION TO EATHER-PROOF FLEXIBLE CONNECTION TO THE DISCONNECT SWITCH AND WEATHER-PROOF CONDENSING UNIT FOR UNIT 3446 SHOP A/C UNIT. VERIFY THE EXACT LOCATION AND THE PATCH PANEL AS REQUIRED. THIS DEVICE AND ALL CONNECTORS SHALL BE THE COLOR SELECTION OF THIS DEVICE SHALL BE WHITE, OR AS CONNECTION WITH THE HY.A.C. INSTALLER PRIOR TO ROUGHIN FOR THIS CONDENSING UNIT. ROUTE THREE (3) 10 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE CATEGORY 6 RATED. DIRECTED BY THE OWNER. VERIFY THE EXACT LOCATION, HEIGHT AND COLOR PRIOR PANEL AS NOTED. TO IN&TAI-LATION, 30 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET AND THIRTY AMP (30A), 250 12 PROVIDE, INSTALL AND CONNECT A WALL OUTLET BOX AND TELEPHONE JACK AT VOLT, POLARIZED RECEPTACLE FOR CONNECTION OF THE GROUND POWER UNIT. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR FOURTEEN INCHES (14') ABOVE THE FINISHED FLOOR ROUTE A ONE-HALF INCH (1/29. CONDUIT WITH ONE CATEGORY (o CABLE TO THE TT5 AS NOTED. VERIFY THE EXACT ROUTE THREE (3) 10 THWN, CU, IN A ONE-HALF INCH (1/2') CONDUIT TO THE PANEL AS LOCATION, HEIGHT AND COLOR PRIOR TO INSTALLATION. NOTED. D13 PROVIDE, INSTALL AND CONNECT A WALL OUTLET BOX AND TELEPHONE JACK AT 31 PROVIDE A ONE-HALF INCH (1/2') CONDUIT WITH PULL -WIRE FROM THIS AREA TO THE PANEL AS NOTED FOR FUTURE INSTALLATION OF THE BATHROOM. STUB THE CONDUIT FORTY-EIGHT INCHES (48V) ABOVE THE FINISHED FLOOR. ROUTE A ONE-HALF INCH (101) CONDUIT WITH ONE CATEGORY (o CABLE TO THE TT5 AS NOTED. VERIFY THE EXACT INTO THE CEILING OF THIS AREA AND LABEL BOTH ENDS OF THE FULL -WIRE. LOCATION, HEIGHT AND COLOR PRIOR TO INSTALLATION. g PROVIDE, INSTALL AND CONNECT A FLUSH OUTLET BOX AND CONNECTION AS 14 PROPOSED LOCATION OF THE TELEPHONE TERMINAL BOARD (75) FOR THIS BUILDING. REQUIRED FOR PLUGMOLD. THE PLUGMOLD SHALL BE LOCATED AT SIX -INCHES ((0' ABOVE THE COUNTER BACK SPLASH AND SHALL HAVE A SINGLE RECEPTACLE EVERY VERIFY THE EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION PROVIDE A MARINE GRADE, PRE55URE-TREATED PLYWOOD BACK BOARD MOUNTED ON THE WALL SIX INCHES (69 at CENTER HORIZONTALLY. AND PAINTED TO MATCH THE COLOR OF THE WALL. THE BOARD SHALL, BE A MINIMUM OF TWO FEET (2'-09 WIDE BY FOUR FEET (4'-0') HIGH. ROUTE A TWO INCH (29 CONDUIT 33 LOCATE THIS FIXTURE AS HIGH AS 1`05515LE ALONG THIS WALL. COORDINATE THE FROM THE TT5 TO THE OUTSIDE BUILDING TERMINAL (05T) AS REQUIRED FOR THE. NEW EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION. INCOMING TELEP14ONE/DATA/CA5LEVISION SERVICE. REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR ADDITIONAL INFORMATION AND 34 PROVIDE, INSTALL AND CONNECT A FLUSH OUTLET BOX AND DIMMER CONTROL AS LOCATIONS. REQUIRED FOR THE TYPE 'G' LIGHT FIXTURE NOTE[). THE DIMMER SHALL BE LINEAR SLIDE TYPE AND SHALL BE HOUSED IN THE SAME WALL BOX AS THE SWITCH AND 15 PROVIDE, IN -STALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER FAN SPEED CONTROLLER PROVIDE A COMMON COVER PLATE FOR ALL THREE TOP FOR THE GARBAGE DISPOSAL. PROVIDE CONNECTION TO THE SWITCH. ROUTE (3) DEVICES AT THIS LOCATIONI. ALL THREE (3) DEVICE5 SHALL 13E WHITE.. THREE (3) V THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION. 16 PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER TOP FOR THE UNDER COUNTER DISHWASHER. ROUTE THREE (3) M2 THWN, CU. IN A ONE-HALF INCH (1/21) CONDUIT To THE PANEL AS NOTED. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR To INSTALLATION. ACID PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER TOP FOR THE, UNDER COUNTER ICE MAKER. ROUTE THREE (3) 12 THWN, CU. IN A ONE- HALF INCH (1/29 CONDUIT TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION. IS PROVIDE, INSTALL AND CONNECT A GROUND -FAULT CIRCUIT INTERRUPTER, 20 AMP, 02 VOLT, SINGLE RECEPTACLE FOR CONNECTION OF THE OWNER PROVIDED MICROWAVE. LOCATE THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE BOX. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. (Die PROVIDE A DUPLEX RECEPTACLE AT FIFTY-FOUR INCHES (549 ABOVE THE FINISHED FLOOR FOR CONNECTION OF THE OWNER PROVIDED REFRIGERATOR. 20 PROVIDE, INSTALL AND CONNECT A GROUND -FAULT CIRCUIT INTERRUPTER, DUPLEX RECEPTACLE ABOVE THE COUNTER BACK SPLASH FOR KITCHEN EQUIPMENT. VERIFY THE EXACT HEIGHT FOR THIS DEVICE WITH THE COUNTER INSTALLER PRIOR TO ROUGH IN OF THE BACK BOX, NOTE: THE CONTRACTOR 16 INSTRUCTED THAT ALL OF THE ELECTRICAL DEVICES WITHIN THE AIRCRAFT HANGARS OF THIS BUILDING WILL BE MOUNTED AT A MINIMUM OF FORTY-EIGHT INCHES (469 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE, UNLESS NOTED.OTHERWISE ON THIS DRAWING, THIS INCLUDES THE RECEPTACLES, PUSHBUTTONS, DISCONNECT SWITCHES AND LIGHT SWITCHES. THE ELECTRICAL CONTRACTOR SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE P06515LE AND HOLD AS TIGHT TO THE BOTTOM OF THE ROOF STRUCTURE AS POSSIBLE. ALL RECEPTACLE CONDUITS SHALL BE ROUTED BELOW THE FLOOR AND UP IN THE WALL TO AVOID PENETRATING THE FIRE RATED WALL WITH THE CONDUIT. WHERE AN ELECTRICAL CONDUIT PENETRATES A FIRE RATED WALL,'THE ELECTRICAL CONTRACTOR SHALL SEALED THE PENETRATION IN ACCORDANCE WITH THE REQUIREMENTS OF UL, SYSTEM No. W-L-1001 OF THE 2003 FIRE RESISTANCE DIRECTORY. AVOID AS MANY PENETRATIONS AS POSSIBLE. �23 It CU-1 'l." _j CS-11 I N �e 32 _e AHU4 14 f �A CO- 14 ---- ---- C143 ...................... . . ....... . -i-0 20 TT13 ce'4 _A( AHU-1 s- -Ar 21 24 )X TO CCTV-P!52f IG F Cb-11:19 X' C6-2 I C-S GF I GF I 25 IG 20, f IG - --------- C1 3(0 12 20 C84 II 11 18 CI- 32 PARTIAL ELECTRICAL FLOOR PLAN CORPORATE HANGAR TYPE 2 SCALE - 1/9' - V-0' C-1-26 2 33 1 FANEL'C8 PANEL METER 1 ! 1I \ --�B \21 — ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2 SCALE . 1/8' -- V-0, B :E CI 11 13 0 CL x E E .2 1. 3 KURrFZRY- AECHILIAZE AR0007981 ARCHITECTURE CONSTRUCTION ADMOUSTRATION CONSULTANT P.O. BOX 581227 ORLANDO, FLORIDA 32856 (407) 898-6654 (407) 898-7902 FAX r I 4a SO '00 u d mac cc '00 a z 'Z U (A 4- A Ewa F, c6i I Xc o o —0 CL 45' 1 AFF1 CU-2 T, 213 c CO-21 J2 A t ­K\ 13 0 10 NOTE: REFER TO 'PARTIAL ELECTRICAL FLOOR PLAN CORPORATE HANGAR TYPE 2' FOR ADDITIONAL POWERANP SYSTEMS WO RK IN, THIS AREA. U. ta. 0 Q o ;> 0 bA 0 4-4 cd cr) E 0 4J C.) ry cd 0 k 4 A4 a-4 0 a O U)j cn REVISIONS DRAWN AW HOLLOWAY CHECKED HMOLJD H. CONDO DATE =OBER 14, 20M SCALE AS NOTED PROJECT NO. Wpc__0= S CTMAL FLOOR PLAM - CORPOMM HANW IYPE 2 AND NOTES SHEET E �1 0 POWER RISER DIAGRAM NOTES CORPORATE. HANGAR. TYPE 2 OTHE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE FLORIDA POWER AND LIGHT FOR INSTALLATION OF THE NEW PAD -MOUNTED TRANSFORMER TO SERVE. THIS FACILITY. THE SERVICE VOLTAGE -FOR THIS FACILITY IS TO BE 120/240 VOLT, SINGLE(1): PHASE, THREE (3) WIRE AND GROUND. REFER TO THE 'MASTER ELECTRICAL SITE PLAN - POWER' FOR THE PROPOSED LOCATION OF TRANSFORMER No. 2 AND FOR THE PRIMARY AND SECONDARY SERVICE CONDUIT ROUTING, O2 THE ELECTRICAL CONTRACTOR SHALL. CONTACT FLORIDA POWER AND LIGHT AND OBTAIN THE REQUIREMENTS FOR .INSTALLATION OF THE NEW. ELECTRICAL METER AT THE BUILDING. THIS TRANSFORMER SHALL HAVE MULTIPLE METERS AS NOTED ON THE 'MASTER -ELECTRICAL SIiE PLAN - POWER'. PROVIDE THE METER BASE AND A C/T CABINET IF REQUIRED BY THE LOCAL POWER COMPANY. VERIFY THE EXACT REQUIREMENTS WITH THE POWER COMPANY PRIOR TO COMMENCEMENT OF WOW, - PROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE NEW TRANSFORMER No. 2 TO THE NEW METER AT THE BUILDING. PROVIDE THREE (3) 0 4/O THUN, CU. AND ONE (1)12 THttN, CU., GROUND IN A TWO INCH (21) CONDUIT: ROUTE THE CONDUIT UNDERGROUND AT A MINIMUM OF THIRTY-SIX INCHES l369 BELOW THE FINISHED GRADE. QPROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE NEW METER TO THE NEW PANEL 'C1' AT THE BUILDING. PROVIDE THREE (3) " 4/0 THU,N, CU. AND ONE (1) #2 TI UN, CU., GROUND IN A TWO INCH (2') CONDUIT. ROUTE THE CONDUIT UNDERGROUND A MINIMUM OF THIRTY-51X INCHES (36') BELOW THE FINISHED GRADE. O REFER TO THE CORRESPONDING PANEL. SCHEDULE FOR THE LOAD INFORMATION AND THE PANEL REQUIREMENTS. O6 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW TRANSIENT VOLTAGE `SURGE SUPPRESSOR (.TVSS). AS REQUIRED FOR A 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE PANEL, THE Tv55 SHALL BE RATED FOR 60. kA AND SHALL BE EQUAL TO SQUARE D, TV51XF80. THE TVSS DEVICE MAY BE LOCATED INSIDE OF THE PANEL. 1DTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SURCxE ARRESTOR AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. . THE SURGE ARRESTOR SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING AND INSPECTING AGENCY. O8 THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING CONDUCTOR TO THE BUILDING STEEL AS SHOWN, REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION, O9 THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE. GROUNDING CONDUCTOR TO THE METAL COLD WATER PIPE AS SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. oTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL, CONNECT AND TEST THE NEW GROUNDING SYSTEM AS SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL .INFORMATION. ROUTE ONE (1) 02 THWN, COPPER GROUND CONDUCTOR IN A THREE-QUARTER INCH (3/49 CONDUIT FROM THE GROUNDING BUS OF THE PANEL TO THE GROUNDING SYSTEM AS SHOWN. OII THE ELECTRICAL CONTRACTOR $HALL PROVIDE, INSTALL AND CONNECT AN ISOLATED GROUNDING CONDUCTOR FROM PANEL CS TO THE GROUNDING ROD I . AS REQUIRED. ROUTE A ONE-HALF INCH (1/29 CONDUIT WITH ONE'S THUN, CU., ISOLATED GROUND TO THE GROUNDING: SYSTEM AND CONNECT AS SHOWN ON THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' THIS SHEET. 12 PROVIDE THIS PANEL WITH AN ISOLATED GROUNDING BUS BAR FOR CONNECTION OF THE ISOLATED GROUND RECEPTACLES AND THE TELEPHONE EQUIPMENT. THIS GROUNDING 5U5 BAR $HALL BE IN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW TRANSIENT VOLTAGE SURGE SUPPRESSOR (TV55) AS REQUIRED FOR A 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE PANEL: THE TV555HALL BE RATED FOR 50 kA AND SHALL BE EQUAL TO SQUARE D, TvSIxF50. THE TVSS DEVICE MAY BE LOCATED INSIDE OF THE PANEL. 14 PROVIDE, INSTALL AND CONNECT THE REQUIRED SERVICE FROM THE NEW PANEL ICI TO THE NEW PANEL 'CS' AS NOTED.. PROVIDE THREE (3) •3 THWN, CU. AND ONE (U 08 THU,N, CU., GROUND TO THE NEW PANEL AS NOTED. LIGHTING FIXTURE SCHEDULE FIXTURE FIXTURE DESCRIPTION, MANUFACTURER AND ACCESSORIES TYPE A PENDANT/CHAIN MOUNTED, FOUR FOOT (4'-0') STRIP FLUORESCENT LIGHT FIXTURE, WITH AN ELECTRONIC BALLAST. SUSPEND THE FIXTURE FROM THE BUILDING ROOF STRUCTURE WITH STEEL CHAIN AS REQUIRED FOR A MOUNTING HEIGHT OF TWELVE FEET (12'-0') ABOVE THE FINISHED FLOOR VERIFY THE EXACT MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. ROUTE A FLEXIBLE CONDUIT FROM THE JUNCTION BOX AT THE ROOF DOWN TO THE FIXTURE. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING 1'C232-120 WITH TWO (2) TS/3500K/32 WATT LAMPS. B SURFACE/WALL MOUNTED,. EXTERIOR INCANDESCENT TAXIWAY FLOOD LIGHT FIXTURE, WITH SELF-CONTAINED MOTION SENSOR AND DUAL (2) ADJUSTABLE FIXTURE HEADS. THE FIXTURE AND SHIELD SHALL BE ALUMINUM AND SHALL BE MOUNTED FLUSH ON EXTERIOR WALL AS HIGH AS P05-515LE ABOVE GRADE, THIS FIXTURE SHALL BE EQUAL TO FRIENDLY LIGHTING OSTL20OH5 WITH TWO (2) 150 WATT, PAR 36 FLOOD LAMPS. THE FIXTURE SHALL BE AIMED AT NIGHT BY THE ELECTRICAL CONTRACTOR, AS DIRECTED BY OWNER, TO ILLUMINATE THE TAXIWAY. PROVIDE EACH FIXTURE WITH A RAB #STL200 MOTION SENSOR WHICH WILL CONTROL BOTH OF THE LAMPS IN THE FIXTURE, ADJUST THE MOTION SENSOR AND THE INTEGRAL TIMER AS DIRECTED BY THE OWNER THE FINISH OF BOTH THE FIXTURE AND THE MOTION SENSOR SHALL BE AS DIRECTED BY THE OWNER VERIFY FIN15H TYPE PRIOR TO ORDERING. C SURFACIE/WALL MOUNTED, INCANDESCENT DECORATIVE BATHROOM LIGHT , FIXTURE; WITH LAMPS AS REQUIRED, THE CONTRACTOR SHALL ALLOW FIFTY DOLLARS (s50.00) FOR EACH FIXTURE TO BE SELECTED BY THE OWNER THIS FIXTURE SHALL HAVE. A MAXIMUM OF ONE.HUNDRED WATTS AND SHALL BE MOUNTED ABOVE THE MIRROR OR AT SEVEN FEET (1'-0') ABOVE THE FINISHED FLOOR D SURFACE/CEILING MOUNTED, INCANDESCENT DRUM LIGHT FIXTURE, WITH WHITE BASE AND FROSTED GLASS SHADE. THIS FIXTURE SHALL BE EQUAL TO THOMAS LIGHTING "SL-525-8 WITH TWO (2) 60 WATT/130 VOLT LAMPS. E RECESE/CEILING MOUNTED, 2 ' x 4' FLUORESCENT LIGHT FIXTURE WITH ACRYLIC PRISMATIC LENSE, ELECTRONIC BALLAST AND BALLAST PRIMARY FUSING. THIS FIXTURE, SHALL BE EQUAL TO LITHONIA LIGHTING 01GT8-G-332-AI2-120 VOLT WITH A SINGLE (1), THREE (3) LAMP BALLAST AND THREE (3) T8/35001</32 WATT LAMPS: F PENDANT/CEILING MOUNTED, H.I.D. HIGH BAY METAL HALIDE LIGHT FIXTURE WITH ALUMINUM REFLECTOR. THIS FIXTURE SHALL BE. EQUAL TO DAY=BRITE 4EHO- 40OM-1246F-AI6 WITH ONE (1) 400 WATT METAL HALIDE LAMP. G RECE55/CEILING MOUNTED, FRAMING PROJECTOR INCANDESCENT LIGHT FIXTURE WITH INSULATED CEILING RATING, THIS FIXTURE SHALL BE EQUAL TO PRESCOLITE °LVH41C/LV30, WITH 50 WATT DlIC14ROIC LAMP. H SURFACE/WALL MOUNTED, EXTERIOR H.I.D. DOWN LIGHT SECURITY FIXTURE. THE FIXTURE SHALL BE HEAVY GAUGE ALUMINUM WITH DIE-CAST ALUMINUM TOP AND POLYCARBONATE LENS. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING i'tWA-10011-120 VOLT-OF-LPI WITH ONE (1) 100 WATT/ED-11 METAL HALIDE LAMP. MOUNT THIS FIXTURE ON THE WALL AS NOTED. THE FINISH OF TH15 FIXTURE SHALL BE AS DIRECTED BY THE OWNER .VERIFY_FIN15H TYPE PRIOR TO ORDERING, J RECESS/CEILING MOUNTED, ROUND COMPACT FLUORESCENT LIGHT FIXTURE WITH FRESNEL LENS. THIS FIXTURE SHALL BE EQUAL TO CAPRI 0CFRlo2H18-V1- FS2/RI-RI4P WITH TWO (2) CFQ18 WATT LAMPS. K SURFACEAIALL MOUNTED, EXTERIOR H.I.D. FLOOD LIGHT FIXTURE WITH GLARE GUARD, BALLAST PRIMARY FUSING AND RIGHT ANGLE BRACKET FOR WALL MOUNTING. THIS FIXTURE SHALL BE EQUAL TO DAY-5RITE'FLI-400-11-120-15F- WRABH-GGI WITH ONE (1) 400 WATT/ED-28 METAL HALIDE LAMP. MOUNT THIS FIXTURE AT HEIGHT AS DIRECTED BY THE OWNER L 5URFACEAUALL MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP -AROUND LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT THIS FIXTURE. THE FIXTURE SHALL HAVE TWO (2) TS/35001</32 WATT LAMPS. MOUNT ON THE WALL AT HEIGHT AS DIRECTED BY THE OWNER M SURFACE/CEILING MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP -AROUND LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT THIS FIXTURE. THE FIXTURE SHALL HAVE TWO (2) TS/3500K/32 WATT LAMPS. XA SURFACE/CEILING OR WALL MOUNTED, EXIT LIGHT WITH SELF-CONTAINED BATTERY BACKUP, WHITE HOUSING AND GREEN LETTERS. THIS FIXTURE SHALL BE EQUAL TO 5EG14ELLI `VA4-G-SA WITH LAMPS INCLUDED. XB WALL MOUNTED, DUAL HEAD, EMERGENCY WITH SELF-CONTAINED BATTERY .LIGHT BACKUP. THIS FIXTURE SHALL BE EQUAL TO BEGHELLI OESM-6-18-21_R WITH LAMPS INCLUDED. XC SURFACE/WALL MOUNTED, COMBINATION EXIT AND EMERGENCY LIGHT WITH SELF-CONTAINED BATTERY BACKUP, U141TE HOUSING, DUAL HEADS AND GREEN LETTERS. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING "LHQM-W3G-120 VOLT WITH LAMPS FURNISHED. MOUNT ON WALL ABOVE THE DOOR NOTE: NOT ALL OF THE LIGHT FIXTURES LISTED IN THIS SCHEDULE WILL BE USED FOR THIS HANGAR -- MAIN SERVICE DISCONNECTING PROVIDE GROUND BUS AT MEANS OR SWITCHGEAR AS SHOWN SERVICE EQUIPMENT, ON POWER RISER DIAGRAM. CONNECT 02 COPPER TO THE *2 COPPER BUILDING AND FOUNDATION STEEL DRIVE GROUND.RODS INTO EARTH VERTICALLY SO 1 t0 COLD WATER SERVICE THAT TOP OF RODS ARE (I (( , ENTRANCE METAL PIPE, 1'-O'.5ELOW GRADE T SIZE PER N.E.G. ARTICLE 250 1 -6 COPPER To TELEPHONE -- - -r' e, q TERMINAL BOARD: VERIFY �'p TO ISOLATED GROUND BUSOF ANY ISOLATED GROUND EXACT LOCATION IN FIELD. PANELS (TYPICAL) _ fip NOTE.,-�-- 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'AT THE MAIN SERVICE PROVIDE EXOTHERMIC WELDS ENTRANCE CONDUCTORS FOR THIS FACILITY. THE AT ALL RODS AS REQUIRED. ELECTRICAL CONTRACTOR SHALL TEST THE NEW GROUNDING SYSTEM USING THE 'FALL -OF -POTENTIAL' METHOD AND SHALL ACCURATELY RECORD THE RESULTS OF THEIR TESTS. THE MAXIMUM RESISTANCE 3/4'X20' COPPER CLAD TO GROUND FOR THIS SYSTEM SHALL BE FIVE (5) GROUND ROD (TYPICAL.) 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 SPLIT -BOLT TYPE CONNECTORS, CONNECT TO THE BUILDING STEEL WITH AN EXOTHERMIC WELD. SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' NO SCALE PANEL DESIGNATION - 'Cl' SEC PROJECT No. WPC-0301 MAIN: SIZING, - 22-5 Amp MAIN CIRCUIT BREAKER MOUNTING - SURFACE ON WALL (NEW BRANCH CIRCUIT PANEL) (CORPORATE HANGAR TYPE, 2) PANEL .VOLTAGE - 120/240 VOLT, I PHASE, 3 WIRE AND GROUND BUS SIZING - 225 AMP PySSING LOCATION -. EXTERIOR WALL OF BUILDING CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL CIRGUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERI=$ PANEL NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES. 0 A 0 B NOTES NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 0 B NOTES I AIR HANDLER -NEAT AND FAN (AHU-1) 25A-2P 31000 , �,,t �._, '; 2 OVERHEAD AIRCRAFT DOOR - UNIT 3448 60A-2P 3,360 F f 3 AIR HANDLER - HEAT AND FAN (AHU-U ,,,,: ', f{: f jl 3,000 4 OVERHEAD AIRCRAFT DOOR - UNIT 3448 UNIT No. I 25A-2P 2,500 3 3 6 OVERHEAD AIRCRAFT DOOR - UNIT 3449 60A-2P 3,360 r } 5 A/C CONDENSING -77 1 A/C CONDENSING UNIT No. l r„„ 77 2,500 8 OVERHEAD AIRCRAFT DOOR - UNIT 3449 ,', 3,360 9 DRYER RECEPTACLE - UNIT 3448 3@A-2P }*. 3,000 f : 10 OVERHEAD AUTOMOBILE DOOR - UNIT 3448 20A-IP 150 } .; 11 13 DRYER RECEPTACLE - UNIT 3448 WASHER RECEPTACLE - UNIT 3448 =___: 20A-1P f } } 77 3 1200 3,@00 s 12 14 OVERHEAD AUTOM051LE DOOR - UNIT 3449 HANGAR LIGHTING - UNIT 3448 20A-IP 20.4-1P `} Ib00 150� 15 11 UNIT DRYER RECEPTACLE - T 3449 - DRYER RECEPTACLE UNIT 3449 30A-2P ,,as = 3000 3,000 � ' i 77 f , . ,'_ 16 0BATHROOM HANGAR LIGHTING -UNIT 3448 - UNIT 3448 20A-IP 20A-:IP %` 600 16fd0 ' �'== 19 WASHER RECEPTACLE -UNIT 3449 20A-IP 20 HANGAR LIGHTING - UNIT 3449 2@A-IF 21 GROUND POWER UNIT -UNIT 3448 30A-2P 1,200 ,.,,.,�;.�.�_,_, 22 HANGAR RECEPTACLES -UNI7 3448 20A-Ifi' � 1,000 ,f 23 GROUND POWER UNIT - UNIT 3448 UNIT'- UNIT 3449 =____ 30A-2P } '�} 1)00 1,200 ,r t , 24 26 HANGAR RECEPTACLES - UNIT 3449 EXTERIOR TAXIWAY LIGHTING 2OA-IP 20A-IF s s 1,000 25 GROUND POWER r ;. r� tom__ 21 29 GROUND POWER UNIT -UNIT 3449 PANEL 'CS' ,,,,, WA-2P ' 77/ '�, �= js }�} - 9580 1,2@(d .;, ;; ,; 28 30 GARBAGE DISPOvAL ICE MAKER 20A-IP 20A-IF t f `'` � '`` ,f_ 900 6� -- �- I l /�''} }.-4/1 'C8' _ _ -1)(00 MICROWAVE 20A-IP _. 1,000 31 PANEL 32 OPERATOR FOR GATE No. I (G-1) 30A-2P 1,900 34 DISHWASHER 2OA-IP 1500 7 } f ¢ l .33 35 OPERATOR FOR GATE No. { (G-I) ,,,,r} _}. �1,9m0 36 REFRIGERATOR 20A-IP F� s 750 31 GATE No: I RECEPTACLES38 AND LIGHTS 20A-1P 1,000 ' f s t } °' - OVERHEAD AIRCRAFT DOOR UNIT 3448 60A-2P 39 . TVSS BREAKER 30A-2P r `3 •t' ;,' r ,. � � , - 300 40 OVERHEAD AIRCRAFT DOOR - UNIT 3448 41 TVSS BREAKER ,rF,: _ 300 s; F t `' f 42 SPACE 20A-IP 23,180 23 860 13,910 13,020 PHASE 'A' TOTAL LOADS = 31,150 VA TOTAL CONNECTED ,kVA = 14D kVA PHASE 'B' TOTAL LOADS = 36,880 VA ,TOTAL DEMANDED kVA = 50.0 kvA TOTAL DEMANDED AMPS = 210 AMPS NOTES APPLICABLE TO THIS PANEL - NOT ALL NOTES MAY BE USED FOR THIS PROJECT. 1. THE BASIS OF DESIGN FOR THIS PANEL 15 SQUARE D, '00' STYLE LOAD CENTER PANELS WITH PLUG -ON CIRCUIT BREAKERS AND SINGLE (1) COMMON TRIP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 2. PROVIDE THIS PANEL WITH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION OR ROOM NUMBER 3. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL 'Cl' - 120/240 VOLT, 1 PHASE - FEED FROM TRANSFORMER No. 2) 4. THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH $CREWS. MINIMUM SIZE SHALL BE 3' HIGH, 6' WIDE. 5. THE BRANCH CIRCUIT BREAKERS IN THIS PANEL SHALL BE FULLY RATED AT 22,000 A.I.C. 5YM RM5. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22000 A.I.C. EQUIPMENT. 6. PROVIDE THE A KEYED LOCK IN THE COVER OF THIS PANEL. THE LOCK SET SHALL BE FLUSH IN THE COVER OF THE PANEL. ALL PANEL COVER LOCK SETS FOR THIS PROJECT SHALL BE KEYED ALIKE. 1, THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. �8 ALL CIRCUIT BREAKERS SERVING HYAC. AND REFRIGERATION EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE. PANEL DESIGNATION - 'CS' SEC PROJECT No. WPC-0301 MAIN SIZING - 150 AMP MAIN LUGS ONLY MOUNTING - SURFACE ON WALL (NEW BRANCH CIRCUIT PANEL) (CORPORATE HANGAR TYPE 2) PANEL VOLTAGE - 120/240 VOLT, 1 PHASE, 3 WIRE AND GROUND BUS SIZING - 150 AMP BUSSING LOCATION - EXTERIOR WALL OF BUILDING CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL 0 A 0 5 0 A 05 NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES NOTES NUMBER. AND/OR EQUIPMENT DESCRIPTION AMP$/POLES NOTES { OFFICE/LOUNGE LIGHTING 20A-IF 1200 2 OFFICE/LOUNGE RECEPTACLES 20A-IP 1,080 3 ; r, ; 3 OFFICE/LOUNGE LIGHTING 20A-IP ;}' ' 1)00 4 OFFICE!LOUNGE RECEPTACLES 20A-IP - 5 EXTERIOR ENTRY LIGHTING - 20A IP �, f ___ _Y 300 f��` ,{ ;:£ 6 RESTROOM RECEPTACLES 20A-IP 400_ 7,27 7 1 WORK SHOP PLUG MOLD -UNIT 3448 20A-IP 'rr }� _ 1200 8 OFFICE/LOUNGE RECEPTACLES 20A-1P 1 900 MOLD 3448 20A-IP�1,200 10 OFFICE/LOUNGE RECEPTACLES 20A-IF. low 9 WORK SHOP PLUG -UNIT 11 WORK SHOP RECEPTACLES - UNIT 3448 20A-IF Wo 12 KITCHEN/BREAKROOM RECEPTACLES 20A-IP } } } s ° 1,200 13 BATHROOM - UNIT 3448 2OA-IP 500 ,. ;,,3.r };fir. 14 KITCHENBREAKROOM RECEPTACLES 2OA-IP 1, ..00 } f. �_ , • s 15 AIR HANDLING UNIT No. 2 20A-1P f� � � t:r, '} 1,500 16 TTB RECEPTACLES 20A-1P it ELECTRIC WATER HEATER 30A-2P �,> 2,250 .; }'s==`' 18 LIGHTING 20A-IP 300 }` 19 ELECTRIC WATER HEATER:_ rrrr, , , �, ,,' :;;�,','' 2,25@ 20 SPACE 20A-IP 21 A/C CONDENSING UNIT No. 2 20A-1P I5@0 := ;> 22 SPACE 23 SPACE 20A-1P �' }`.'I _ as,=,s Y 24 SPACE 20A-IP f; ,; :� rss, 25 SPACE 20A-IP �--: „rrt„ :' '} 26 SPACE --�---� 21 7v5S BREAKER 30A-2P 300 28 SPACE 20A-IP 29 TV55 BREAKER a,:: - 300 320A-1Pt 11 ' 30 SPACE 3,500 5,400 3,160 4,1AO PHASE 'A' TOTAL LOADS = 9,580 VA TOTAL CONNECTED kVA = 16.8 kVA PHASE 'B' TOTAL LOADS = 1,260 VA TOTAL DEMANDED kVA = 15.0 kVA TOTAL DEMANDED AMPS = 62 AMPS NOTES APPLICABLE TO THIS PANEL - NOT ALL NOTES MAY BE USED FOR THIS PROJECT. 1. THE BASIS OF DESIGN FOR THIS PANEL 15 SQUARE D, '00' STYLE LOAD CENTER PANELS WITH PLUG -ON CIRCUIT BREAKERS. AND SINGLE (1) COMMON TRIP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 2. PROVIDE THIS PANEL WITH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION OR ROOM NUMBER 3. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL 'CS' - 120/246 VOLT, i PHASE - FEED FROM PANEL 'Cl') 4. THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH SCREWS. MINIMUM SIZE SHALL BE 3' HIGH, 6' WIDE. 5. THE BRANCH CIRCUIT BREAKERS IN THIS PANEL SHALL BE FULLY RATED AT 22,000 A.I.C. 5YM RMS. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22,000 A.I.C.. EQUIPMENT. 6. PROVIDE THE A KEYED LOCK IN THE COVER OF THIS PANEL. THE LOCK SET SHALL BE FLUSH IN THE COVER OF THE PANEL. ALL :PANEL COVER LOCK SETS FOR THIS PROJECT SHALL BE KEYED ALIKE. 1, THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. 8. PROVIDE THIS PANEL WITH AN ISOLATED GROUNDING BUS BAR IN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 9. THIS CIRCUIT WILL BE CONNECTED TO THE ISOLATED GROUND BUS- N e 0 2 0 T AR0007981 ARCHITECTURE CONSTRUCTION ADIIIl STnTION CONSULTANT P.O. BOX 561227 01dAND0, FWRIDA 32856 407 898-6654 4 7 898-7992 FAX A u 20 cq �avom c U qo'°�eoc co d � z ayA�ie 11a,�A ^; t"a a.PkHW &Q IL7 SRI 4. O ccd O ® cr) cn c 0 v m 5 PANEL 'C8' 6 PANEL 'C1' r_ Iz METER AT BUILDING o 8 2 E 13 1ci / • TRANSFORMER No. 2 m 1 9 10 W 5 � 14 FINISHED GRADEUAGW NO a 4 11 N r x - 3 W POWER RISER DIAGRAM --CORPORATE HANGARTYPE 2 (TYPICAL FOR BUILDINGS AT 3448/3449) NO SCALE E 2 OO �nr �owA�r ,. , :. . .. ..: __.: .... . . 1. ELECTRICAL SYMBOL LEGEND r , . .(NOTE: NOT ALL 5YMBOL5 MAY BE USED FOR THIS PROJECT.) SYMBOLS USED FOR LIGHTING AND RELATED SYSTEMS SYMBOLS USED FOR POWER AND RELATED SYSTEMS SYMBOLS USED FOR PAGING SYSTEMS SYMBOLS USED FOR TELECOMMUNICATION SYSTEM 11 SYMBOL DESCRIPTION OF 5YM50L 5YM50L DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL .. . SYMBOL .. DESCRIPTION OF .SYMBOL_ . I . . . . HPS2 WALL OUTLET X IN TLE BOX AND INCANDESCENT, T COMPACT DE EN P FLUORESCENT RID. � OR D LIGHT FIXTURE AS NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. WALL OUTLET BOX AND 20 AMP, VOLT, SINGLE RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. � - \ � a _.- INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUGt01� WHICH ARE CONCEALED BELOW THE FINISHED FLOOR OR BELOW THE FINISHED GRADE. SP � INDICATES A FLUSH CEILING OUTLET AND PAGING SYSTEM SPEAKER FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE SACK BOX, CEILING GRID SUPPORT BAR, BAFFLE, SPEAKER CONDUIT AND CIRCUITRY AS NOTED. MOUNT THE SPEAKER IN THE CENTER OF THE CEILING TILE WHERE APPLICABLE. REFER TO SECTION 16121 OF THE SPECIFICATIONS FOR EQUIPMENT AND CABLE REQUIREMENTS AND ADDITIONAL INFORMATION . OBT ❑ INDICATES THE .LOCATION OF THE C�,It51DE BUiLpIPIC� TERMINAL (OBT) FOR cDICATEi T E THE LOCATION F TELECOMMUNICATIONSUTSDEBID SERVICE FROM THE LOCAL TELEPHONE COMPANY, VERIFYTHE EXACT LOACTiON AND CONNECTION REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY. . � INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE CONCEALED IN THE WALL OR ABOVE THE CEILING. q WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHE5.08') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. O� CEILING OUTLET BOX AND. INCANDESCENT, COMPACT FLUORESCENT OR H.ID. LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. INDICATES THE EXISTING LOCATION FOR THE TELEPHONE -TERMINAL BOARD (TTB) AS NOTED. r---- ----_j INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE ROUTED EXPOSED ON THE WALL OR THE CEILING. g INDICATES A FLUSH WALL OUTLET AND PAGING SYSTEM SPEAKER FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX WEATHER- PROOF SPEAKER CONDUIT AND CIRCUITRY AS NOTED. MOUNT THIS DEVICE AT APPROXIMATELY, SEVEN FEET (l -0) ABOVE THE FINISHED FLOOR REFER TO SECTION 16121 � THE SPECIFICATIONS FOR EQUIPMENT AND GABLE REQUIREMENTS AND ADDITIONAL INFORMATION. WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT ONE INCH 11') ABOVE THE COUNTER BACK -SPLASH TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. VERIFY THE COUNTER BACK -SPLASH HEIGHT WITH THE ARCHITECT` PRIOR TO ROUGH -IN OF THE BACK BOX AND CONDUIT. T INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE TELEPHONE OR TELECOMMUNICATIONS CIRCUITS AS NOTED. INDICATES A HOME RUN TO THE PANEL A$ NOTED. THE GRO55 HATCH LINES INDICATE NEUTRAL CONDUCTOR (LONG LINE) AND PHASE OR 5WITC 4 LEG CONDUCTORS (SNORT LINES) WITH THE CxROUNDING CONpUC10R NOT SHOWN GROUND SHALL BE AS NOTED OR A5 REQUIRED BY N.E.C., ARTICLE 250. CEILING OUTLET BOX AND 2 x 4 FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER(S) INDICATES, THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (}RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. / / INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE DATA, TO INCLUDE TELEPHONE, FASCiMILE, COMPUTER AND 'PD$' CIRCUITS AS NOTED. 9 WALL OUTLET BOX AND TWO (2) 20 AMP,125 VOLT, DUPLEX RECEPTACLES FLUSH MOUNTED AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. THE COVER PLATE SHALL BE ONE (1) PIECE AND COVER BOTH DEVICES. TPS-TC 0 INDICATES A TERMINAL CABINET FOR THE TELEPHONE PAGING SYSTEM l7PS-TC) AS NOTED. PROVIDE A RECESSED OR SURFACE MOUNTED ENCLOSURE AND AS NOTED OR REQUIRED. PAINT COVER A$ NOTED AND VERIFY THE MOUNTING HEIGHT PRIOR TO INSTALATION. R3 a CEILING OUTLET BOX AND 2' x 2' FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. INDICATES A CEILING OUTLET AND PADDLE FAN. THE FAN SHALL BE HUNTER SUMMER BREEZE TYPE FOUR FEET, "25516 ' SIX INCH (4'-6') DIAMETER WITH VARIABLE SEED CAPACITY, FORWARD AND REVERSE OPERATION THE FAN SHALL BE PROVIDED BY THE MECHANICAL CCNTAATOR AND INSTAALED BY THE ELECTRICAL CONTRACTOR THE FAN SHALL BE ALL WHITE IN COLOR AND SHALL BE PROVIDED WITH AN EIGHTEEN INCH 118') STEM WHERE APPLICABLE. I 7 D ' . INDICATES A ONE INCH (I) CONDUIT STUBBED UP AND INTO THE CEILING CAVITY FOR FOR INSTALLATION OF THE THREE l3) CATEGORY 6 GABLES. THE CABLES SHALL BE ROUTED IN CONDUIT UP INTO THE CEILING AND THEN IN FREE -AIR ABOVE THE CEILING BACK TO THE RESPECTIVE PATCH PANEL A5 REQUIRED. THE CONDUIT SHALL BE ROUTED TO A HEIGHT OF TWO FEET (2'-O') ABOVE THE CEILING, THE CATEGORY 6 GABLES SHALL BE TIE -WRAPPED TOGETHER NEATLY ABOVE THE CEILING AND SHALL BE SUPPORTED BY 'J' HOOKS OR ANOTHER APPROVED SUPPORTING METHOD. THE 'J' HOOKS SHALL BE ANCHORED TO THE STRUCTURAL STEEL ROOF DECK PROVIDE A 'J'-HOOK SUPPORT.FOR EVERY FIVE LINEAR FEET (5'-0') OF CABLE AND TIE -WRAPS EVERY THREE LINEAR FEET (Y-01) OF CABLE. BINDLE THE CABLES TOGETHER FROM DIFFERENT DEVICES BACK TO THE PATCH PANELS. PLENUM RATED CABLE SHALL BE USED WHERE THE CEILING CAVITY IS BEING USED AS THE RETURN AIR PLENUM OF THE AIR CONDITIONING SYSTEM, NON -PLENUM CABLE MAY BE USED WHERE THE AIR CONDITIONING SYSTEM 1$ COMPLETELY DUCTED FOR BOTH SUPPLY AND RETURN. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL GABLE TYPES, THE CABLE TERMINATIONS AND THE APPROVED SUPPORTING METHODS. " GFi - WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER-LNE OF THE DEVICE UNLESS NOTED OTHERWISE, THIS DEVICE SHALL BE PROVIDED WiTN INTEGRAL GROUND -FAULT CIRCUIT INTERRUPTERS IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 210 AND 641 OF THE N.E.C., LATEST EDITION. �P � INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE TELEPHONE PAGING SYSTEM CIRCUITS AS NOTED. ROUTE CONDUIT CONCEALED ABOVE CEILINGS AND IN WALLS WHERE POSSIBLE. CABLES MAY BE ROUTED IN FREE -AIR ABOVE THE CEILING iN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF SECTION 16121 OF THE SPECIFICATIONS. B3 CEILING OUTLET BOX AND I' x 4' FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER(5) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (PENDANT, RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. T� FLUSH OR SURFACE OUTLET BOX AND THERMOSTAT CONTROL UNIT AS NOTED. PROVIDE CONDUIT TO AIR HANDLER, CONDENSING UNIT AND REMOTE SENSOR AS REQUIRED BY THE MECHANCIAL CONTRACTOR IG (p WALL OUTLET BOX AND 20 AMP,125 VOLT, ISOLATED GROUND, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (16') ABOVE THE FINSHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. PWi WALL OUTLET BOX AND FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES TWE FIXTURE TYPE. REFER t0 THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. - INDICATES A FLUSH WALL OUTLET AND VOLUME CONTROL STATION FOR THE BACK GROUND MUSIC SYSTEM OR PAGING SYSTEM SPEAKERS AS NOTED. PROVIDE, BACK BOX, VOLUME CONTROL, COVER PLATE, ENGRAVING, CONDUIT AND CIRCUITRY AS REQUIRED. MOUNT THE DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. REFER TO SECTION 16121.OF.THE SPECIFICATIONS FOR THE EQUIPMENT REQUIREMENTS AND ADDITIONAL INFORMATION. ' ® FLUSH E SURFACE OUTLET BOX AND REMOTE TEMPERATURE SENSOR UNIT AS NOTED. PROVIDE CONDUIT TO AIR HANDLER CONDENSING UNIT AND THERMOSTAT AS REQUIRED BY THE MECHANCiAL CONTRACTOR w' (p WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE WITH LOCKABLE WEATHER-PROOF COVER PLATE AND GFI CIRCUIT PROTECTION FLUSH.MOUNTED AT EIGHTEEN INCHES (IS') ABOVE THE FINISHED FLOOR t0 THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. Bi CEILING OUTLET BOX AND FLUORESCENT STRIP LIGHT FIXTURE A$ NOTED. THE LETTER(5) INDICATES THE FIXTURE TYPE. REFER TO THE LIGHTING FIXTURElll�SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (COVE, PENDANT OR SURFACE) REQUIREMENTS AND ACCESSORIES. � , 0 INDICATES POLE AND UTILITY COMPANY (POWER COMPANY) TRANSFORIER5. - COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE LOCAL UTILITY ATHORITY, CAST IN -FLOOR OUTLET BOX WITH 20 AMP,125 VOLT, DUPLEX RECEPTACLE, CASs BRONZE COVER PLATE AND ACCESSORIES AS NOTED. MOUNT THE FLOOR BOX WITH THE TOP FLUSH TO THE FINISHED FLOOR VERIFY THE EXACT LOCATION WITH THE ARCHITECT PRIOR TO POURING THE SLAB. R INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/O) TO BE MOUNTED IN THE CASEWORK AS NOTED. THE MOUNTING HEIGHT AND THE LOCATION OF THIS DEVICE WILL BE IDENTIFIED ON THE DRAWINGS. THREE (3) OF THE PORTS WILL BE USED AND THE FORTH PORT IS $PARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THIS DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER t0 SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF THE CABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS, iNDICATES APAD-MOUNTED, WALL -MOUNTED OR TRAPEZE -MOUNTED DRY -TYPE TRANSFORMER AS NOTED. CONFIRM VOLTAGE PHASE kvA TAPS AND MOUNTINCa PRIOR r0 INSTALLATION. PROVIDE PAD, WALL BRACKET OR TRAPEZE. ______ _T___ X9 Iq XS WALL OR CEILING OUTLET BOX AND BATTERY OPERATED EXIT LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. ARROWS INDICATE CHEVRON DIRECTION �p "<` CEILING�FLU$N MOUNT OUTLET BOX WITH 20 AMP,125 VOLT, DUPLEX RECEPTACLE, COVER PLATE BACK BOX 'T-BAR' OR PLASTER CEILING HANGER5 AND AND ACCESSORIES AS NOTED. SYMBOLS USED FOR CLOSED-CIRCUIT TELEV15iON (CCTV) 5Y5TEM5 " INDICATES AN AUTOMATIC TRANSFER SWITCH AS NOTED. VOLTAGE, D L AGE, AMPACITY; PHASING, ENCLOSURE, MOUNTING, AND ACCESSORIES AS REQUIRED. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFOR`tAT(OK SYMBOL DESCRIPTION OF 5YM50L EMI WALL OUTLET BOX AND BATTERY OPERATED EMERGENCY LIGHT FIXTURE AS NOTED, THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORIRE$POND.RNKs LIGHT FIXTURE TYPE, MOUNTit�, REQUIREMENTS AND ACCESSORIES. �� CAST OUTLET BOX (TYRE 'FS' OR TV AS REQUIRED) AND 20 AMP, VOLT, DUPLEX RECEPTACLE WITH COVER PLATE, ACCESSORIES AND MOUNTING A5 NOTED ON THE FLOOR PLAN. THE OUTLET BOX SHALL BE SURFACE MOUNT ON - WALL, OR PENDANT MOUNT ON CABLE A$ NOTED. G l Ol INDICATES A STAND-BY GENERATOR A$ NOTED. kVA (KW), VOLTAGE, AMPACITY, PHASING, ENCLOSURE, MOUNTING, AND ACCESSORIES AS REQUIRED. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL iN�FORMATION GTELEVISION RECESSED CEILING OUTLET 13OX 40 CONNECTION TO THE CLOSED-CIRCUIT SYSTEM DOME MOUNTED, PAN -TILT -ZOOM CAMERA AS NOTED, REFER TO THE 'CCTV SYSTEM (CIS) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPEGIFIGAT(CN513104 OR 13105. ® INDICATES A FOUR (4) PORT CATEGORY 6, TELECOMMUNICATIONS OUTLET It/0) TO BE MOUNTED FLUSH N THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE SHALL BE TWENTY-ONE INCHES (I ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. THREE (3) PORTS WILL BE USED AND THE FORTH PORT IS SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY & EQUIPMENT REQUIREMENTS. PROVIDE A CAST OUTLET BOX FOR SURFACE MOUNTING THIS DEVICE. WHERE THIS DEVICE 1$ LOCATED OUTSIDE, PROVIDE A LOCKING WEATHER-PROOF COVER PLATE. $LA (-1 _ D I-1 tJ-� L-1 DIRECT BURIAL POLE OR METAL POLE AND CONCRETE BASE WITH H.ID. SHOE BOX TYPE LIGHT FIXTURE AS NOTED. THE LETTER(6) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, POLE TYPE AND ACCESSORIES. �� CAST OUTLET BOX (TYPE 'F5' OR 'FD' AS REQUIRED) AND TW15T-LOCK TYPE RECEPTACLE(5) AS NOTED. THE RECEPTACLE SHALL HAVE VOLTS, AMPS AND PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. WALL MOUNTING SHALL BE EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE OR AS NOTED. PENDANT MOUNTING SHALL BE COMPLETE WITH CABLE AND STRAIN RELIEF, AT HEIGHT AS NOTED. . . � RECESSED WALL OUTLET BOX AND CONNECTION TO THE GL05ED.-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'PAN -TILT -ZOOM' CAMERA AS NOTED. REFER TO THE 'CCTV SSSTEM (CI5) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC iNFORRMATM SPECIFICATIONS 13104 OR 13105. SLB b,}-Q CONCRETE BASE AND POLE OR DIRECT BURIAL POLE WITH RID. SHOE BOX .LIGHT FIXTURE AND FLOOD LIGHT TYPE FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TD THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, POLE TYPE AND ACCESSORIES. (_�/ RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT TELEVISION SYSTEM WALL BRACKET AND 'FIXED LENS' CAMERA AS NOTED. REFER TO THE 'CCTV SYSTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. *4 FLUSH WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED RECEPTACLE AS NOTED. THE RECEPTACLE SHALL HAVE VOLTS, AMP$ AND PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. MOUNT AT EIGHTEEN INCHES (16') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE OR AS NOTED. ® INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/O) TO BE MOUNTED SURFACE ON THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE SHALL. BE TWENTY-ONE INCHES (21') ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. THREE (3) PORTS WILL BE USED AND THE FORTH PORT fS SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY & EQUIPMENT REQUIREMENTS. PROVIDE A CAST OUTLET BOX FOR SURFACE MOUNTING THIS DEVICE. WHERE THIS DEVICE IS LOCATED OUTSIDE, PROVIDE A LOCKING WEATHER-PROOF COVER PLATE, SLC O .. . CONCRETE BASE AND RID. BOLLARD TYPE LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING , REQUIREMENTS AND ACCESSORIES. �--��„1 ''—�J RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'FIXED LENS' CAMERA AS NOTED, REFER TO THE 'CCTV 55YTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. *Q SURFACE WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED RECEPTACLE A$ NOTED. THE RECEPTACLE SHALL HAVE VOLTS, AMPS AND PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. MOUNT AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE OR AS NOTED. SLD CONCRETE BASE AND H.I.D. FLOOD TYPE LIGHT FIXTURE AS NOTED. THE LETTERS) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, STEM, CAST BOX AND ACCESSORIES. O RECESSED CEILING OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'FIXED LENS' CAMERA AS NOTED. REFER TO THE 'CCTV SSYTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION SPECIFICATIONS 13104 OR I3105. ® INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED IN FLUSH IN THE FLOOR MOUNT THIS DEVICE IN A CAST BOX WITH FLUSH FLOOR COVER PLATE AS REQUIRED. THREE (3) PORT5 WILL BE USED AND THE FORTH PORT IS SPARE. PROVIDE THREE (3) RNS OF CATEGORY 6 CABLE FROM THE DEVICE IN THE UNDERGROUND CONDUIT, UP IN THE WALL AND THEN IN FREE -AIR BACK TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF THE CABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS: 16130 OF THE SPECIFICATIONS FOR THE FLOOR (BOX TYPES AND ACCEREFER TO SSORIES. ❑ SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. $ - WALL OUTLET BOX AND SINGLE -POLE, SINGLE -THROW (S.P.S.T), 20 AMP,120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED, /� / INDICATES THE CONDUIT AND GABLES REQUIRED FOR THE CGTV SYSTEM OR THE SECURITY SYSTEM CIRCUITS AS NOTED. ❑'�-) SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX WITH FLEXIBLE CONNECTION! TO EQUIPMENT AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. IDS ® INDICATES THE CONTROL PANEL LOCATION FOR THE INTRUSION DETECTION . SYSTEM (IDS) AS NOTED. PANEL IS SURFACE MOUNTED AT HEIGHT AS NOTED. - $2 WALL OUTLET BOX AND DOUBLE -POLE, DOUBLE -THROW (D.PD.T), 20 AMP,120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. ® RECESSED WALL OR CEILING MOUNT OUTLET OR JUNCTION BOX AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. F9 FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM KEYPAD AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. ► INDICATES A FLUSH WALL OUTLET AND SINGLE (i) PORT TELECOMMUNICATIONS OUTLET FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX AND 3/4' CONDUIT BACK TO TT5 (EMPTY WITH PULL STRING). MOUNT THIS DEVICE AT, APPROXIMATELY, EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR UNLESS OTHERWISE INDICATED. DEFER TO SECTION 16105 OF 7HE;SPECIFICAITON6 FOR ADDITIONAL INFORMATION. O'er- RECESSED WALL OR CEILING MOUNT OUTLET 0R JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED.- MOUNTING HEIGHT SHALL BE A6 NOTED. PROVIDE COVER PLATE AS REQUIRED. SYMBOLS USl=D FOR FIRE ALARM SYSTEMS (PAS) 0 WALL OUTLET BOX AND THREE-WAY (3-WAY), 20 AMR 120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED.FLOOR TO THE CENTER LINE OF THE. DEVICE UNLESS NOTED OTHERWISE: MOUNT FLUSH LNLE58 NOTED. F-0 FLUSH WALL' OUTLET BOX AND 'IDS' SYSTEM MAGNETIC DOOR CONTACT AS NOTED. MOUNT THIS DEVICE A50YE THE DOOR AND CONCEAL CIRCUITRY, SYMBOL BOL DESCRIPTION OF SYMBOL ,C> INDICATES A MOTORS) FOR EQUIPMENT AS NOTED. FACP 0 INDICATES THE CONTROL PANEL LOCATION FOR THE FIRE ALARM SYSTEM (FACP) AS NOTED. PANEL IS SURFACE. MOUNTED AT HEIGHT AS NOTED. F FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM MOTION SENSOR AS NOTED. MOUNT THIS DEVICE AT SEVEN FEET (T-0') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE: R� .. INDICATES A D15CONNECT $WITCH. PROVIDE VOLTAGE, PHASE, AMPS, NEMA RATING AND FU$IN� AS NOTED. MOUNTING SHALL BE AS NOTED, $4 WALL OUTLET BOX AND FOUR-WAY (4-WAY), 20 AMP,120l211 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE TINiSHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH WINLESS NOTED.. ® INDICATES A FLUSH FLOOR OUTLET AND SINGLE (U PORT, TELECOMMUNICATIONS OUTLET FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE FLOOR BOX,._ PHONE JACK, CONDUIT AND CIRCUITRY H NOTED. M. P THIS DEVICE IN A FLUSH FLOOR OUTLET BOX AND PROVIDE COVER PLATE T IS DEVICE REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ABOUT THE TELEPHONE EQUIPMENT. REFER TO SECTION 16130 OF THE SPECIFICATIONS FOR ADDITIONAL 1WOF41ATION ABOUT THE FLOOR BOX FAAN 0 INDICATES THE LOCATION FOR THE FIRE ALARM SYSTEM SYSTEM REMOTE ANNUNCIATOR PANEL (FAAN) AS NOTED. FLUSH MOUNTED AT HEIGHT AS NOTED. INDICATES A COMBINATION STARTER PROVIDE VOLTAGE, PHASE, AMPS', NEMA RATING, CONTACTOR SIZE, THERMAL ELEMENTS, CONTROLS AND FUSING A$ NOTED. MOUNTING SHALL BE AS NOTED. RECESSED CEILING OUTLET BOX AND 'IDS' SYSTEM MOTION SENSOR AS.NOTED, VERIFY THE EXACT LOCATION PRIOR TO INSTALLATION. ff FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM MANUAL PULL STATION AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. $K WALL OUTLET BOX AND KEY -OPERATED WITCH AS NOTED. PROVIDE NUMBER OF POLE$ AND ACCESSORIES AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. po FLUSH WALL OUTLET BOX AN[) 'IDS' SYSTEM ACOUSTICAL SENSOR AS NOTED. MOUNT THIS DEVICE AT SEVEN FEET (T-0') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE LNLE$S NOTED OTHERWISE. ® INDICATES A MAGNETIC HELD OR ELECTRICALLY HELD CONTACTOR PROVIDE THE REQUIRED COIL VOLTAGE, NUMBER OF CONTACTS, ENCLOSURE TYPE, THE CONTACT RATINGS'AND AUXILIARY CONTACTS A$ REQUIRED. 04 FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM HORN UNIT AS NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (eO') ABOYE THE FINISHED FLOOR TO THE CENTER LiNE OF THE DEVICE UNLESS NOTED OTHERWISE. ® . RECESSED CEILING OUTLET BOX AND 'IDS' SYSTEM ACOUSTICAL SENSOR AS NOTED. VERIFY THE EXACT LOCATION PRIOR TO INSTALLATION. $M WALL OUTLET BOX AND MANUAL MOTOR STARTER AS NOTED. PROVIDE NUMBER OF POLES, ENCLOSURE TYPE AND ACCESSORIES AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. © INDICATES A CONNECTION POINT TO THE EQUIPMENT NOTED. COORDINATE EXACT LOCATION_ AND CONNECTION REQUIREMENTS WITH THE EQUIPMENT SUPPLIER PRIOR TO COMPLETION. FQA FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM HORRUSTROBE LIGHT AS NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. . —11n INDICATES A GROUND ROD, GROUNDING CONNECTION POINT OR AN ISOLATED GROUNDING CONNECTION AS NOTED. VERIFY CONDUCTOR SIZE, GROUND ROD TYPE AND SIZE AND CONNECTION TYPE PRIOR TD INSTALLATION. $P WALL OUTLET BOX AND 5.P.S.T., 20 AMP,120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH WITH PILOT LIGHT AS NOTED, MOUNT THIS DEVICE AT FORTY-EIGHT INCHES l48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED DTHER1115E. MOUNT FLUSH UNLESS NOTED, SYMBOLS USED FOR SATELLITE OR CABLE TELEVISION SYSTEMS . I-[]L FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM FLASHING STROBE LIGHT AS NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. SYMBOLS USED FOR ACCE55 CONTROL SYSTEMS (ACS) SYMBOL DESCRIPTION OF SYMBOL � INDICATES AN ELECTRICAL HEATING UNIT AS NOTED. VERIFY THE EXACT HEATER SIZE (kW) AMPACITY, VOLTAGE, PHASE AND CONNECTION REQUIREMENTS PRIOR TO FINAL CONNECTION. SYMBOL DESCRIPTION OF SYMBOL FLUSH WALL OUTLET BOX AND TELEVISION JACK WITH COVER PLATE. MOUNT THIS DEVICE AT TWENTY-FOUR INCHES (24') ABOVE THE FINISHED FLOOR UNLESS NOTED OTHERWISE. $R WALL OUTLET BOX *0 LINEAR OR ROTARY FAN SPEED CONTROLLER A$ NOTED. MOUNT THiS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. GANG WHERE REQUIRED UNDER A.COMMON COVER PLATE. ® RECESSED CEILING WALL OUTLET BOX AND FIRE ALARM SYSTEM FLASHING STROBE LIGHT AS NOTED. PR WALL OUTLET BOX AND PROXIMITY -CARD READER FOR THE ACCESS CONTROL SYSTEM (AC-5) AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') UNLE56 NOTED OTHERWISE. � INDICATES A MAIN DISTRIBUTION PANEL (MDP), A 21114W VOLT BRANCH CIRCUIT PANEL OR A 120/206 VOLT DISTRIBUTION PANELBOARD AS DEFINED. REFER TO THE. CORRESPONDING PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENTS. THE DOOR SWING IS SHOUK a FLUSH CEILING OUTLET BOX AND FIRE ALARM SYSTEM RATE -OF -RISE HEAT DETECTOR AS NOTED. MOUNT THIS DEVICE AS DIRECTED ON THE CEILING AND PROVIDE CONNECTION TO THE FIRE ALARM SYSTEM (FA$) CONTROL PANEL. _,Ni / INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE SATELLITE OR CABLE ' TELEVISION SYSTEM A5 NOTED. R�1.a WALL OUTLET BOX AND LINEAR OR ROTARY DIMMER CONTROL UNIT AS NOTED, MOUNT THIS DEVICE AT FORTY-EIGHT INCHES, (48'I ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS -NOTED OTHERWISE., MOUNT: FLUSH UNLESS NOTED. G#0 WHERE REQuIRRED UNDER A COMMON COVER PLATE: _ - .: ML WALL OUTLET BOX AND MAGNETIC. LOCK IMAGLOCK) FOR THE ACCESS CONTROL SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE AT THE TOP OF THE DOOR JAMB . UNLESS NOTED OTHERWISE. INDICATES ALOW'-VOLTAGE BRANCH CIRCUIT PANEL AS DEFINED. REFER TO THE CORRESPONDINGs PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENT$: MOUNT THE PANEL .AT SIX FEET V-0') ABOVE THE FINISHED FLOOR TO THE TOP. THE DOOR W� 16 8 RECESSED CEILING OR WALL OUTLET BOX AND FIRE ALARM SYSTEM R'NOrO- ELECTRIC TYPE SMOKE DETECTOR FOR CEILING MOUNTING THE DETECTOR SHALL BE FLUSH TO BE BOTTOM OF THE CEILING. FOR WALL MOUNTING THE DETECTOR SHALL BE AT EIGHTY INCHES (ff) ABOVE THE FINISHED FLOOR OR AT A HEIGHT AS NOTED. � DA WALL OUTLET 13OX AND DOOR ALARM CONTACTS FOR THE ACCESS CONTROL SYSTEM (ACS) AS:NOTED. MOUNT THIS DEVICE WITHIN THE TOP OF THE DOOR JAMB UNLESS NOTED OTHERWISE. . $a .. THE LOWER CASE LETTER (a) jS USED TO IDENTIFY WHICH LAMP($), LIGHTING FIXTURE($), RECEPTACLE($), FAN(6) OR OTHER ELECTRICAL EQUIPMENT i5 TO BE CONTROLLED BY THE SWITCH, DIMMER OR CONTACTOR NOTED. • a INDICATES AN OUTLET BOX AS NOTED AND A $HUNT -TRIP BUTTON OR LIGHTED PU5H-BUTTON- AS DIRECTED. PROVIDE BACK BOX, CONTACT FORM, AMPACITY, COVER PLATE AND ACCESSORIES AS NOTED. SURFACE OUTLET BOX AND FIRE ALARM SYSTEM DUCT TYPE SMOKE DETECTOR ' WITH SAMPLING TUBES AND AUXILIARY CONTACTS AS REQUIRED FOR SHUT-DOIU.Nt OF THE AIR HANDLER AS NOTED. SAMPLING TUBES SHALL BE SIZED FOR THE FULL WIDTH OF THE DUCTWORK P* WALL OUTLET BOX AND 'PUSH -TO -EXIT' BUTTON FOR THE ACCESS CONTROL SYSTEM (AC-6) AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48'I , UNLESS NOTED OTHERWISE. i $T WALL OUTLET BOX AND ROTARY DIAL .TIME CONTROL UNIT AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. GANG WHERE REQUIRED UNDER A COMMON COVER PLATE. LIST OF ABBREVIATIONS USED P ❑ INDICATE$ AN OUTLET BOX AS NOTED .WITH A PHOTOCELL CONTROL DEVICE A$ DIRECTED. PROVIDE BACK 130X, PHOTOCELL, COVER PLATE AND THE ACCESSORIES AS NOTED. /PR 1 1 INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE ACCESS CONTROL SYSTEM (ACS) GIiRCUITS A$ NOTED. I OFF. ABOVE THE FINISHED FLOOR ACS ACCESS CONTROL SYSTEM R RECESSED CE(LIi OR WALL OUTLET BOX AID FiRE ALARM SYSTEM REMOTE INDICATING LICsNT/HORN UNIT FOR CONNECTION TO THE DUCT TYPE SMOKE DETECTOR AS NOTED. REMOTE INDICATING UNIT SHALL BE FLUSH WITH CEILING. . WP. WEATHER-PROOF ICS . INTERCOM SYSTEM EloPROVIDE INDICATES A WALL OUTLET BOX AS NOTED WITH A BELL OR BUZZER AS NOTED. BACK BOX, DEVICE, TRANSFORMER AND PUSH-BUTTON CONTROLLER I AT MOUNTING HEIGHT AS NOTED. - IC , WALL OUTLET BOX AND INTERCOM CALL STATION WITH PUSH BUTTON AND SPEAKER AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') UNLESS NOTED OTHERWISE. G.F.I. GROUND -FAULT INTERRUPTION NL NIGHT LIGHT FIXTURE ® OUTLET BOX AND FIRE ALARM SYSTEM REMOTE RELAY FOR CONTROL OF .THE AIR HANDLER SHUT -DOWN AS NOTED. I.G. ISOLATED GROUND GND GROUND OR GROUNDING INDICATES A WALL OUTLET BOX A$ NOTED WITH A GRIME AS NOTED. PROVIDE BACK BOX, DEVICE TRANSFORMER AND.PUSH-IBUTTON CONTROLLER AT THE MOUNTING HEIGHT AS NOTED.jl__ IC / \ INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE INTERCOM SYSTEM (iC).CIR�UIT5 AS NOTED. t CENTER LINE OF DEVICE . OUTLET BOX AND FIRE ALARM SYSTEM CONNECTION TO THE FIRE PROTECTION SYSTEM FLOW OR TAMPER SWITCH AS NOTED. FAS FIRE ALARM SYSTEM .. ; . . . . PTz oos P T TNI5 TAG 1$ USED TO IDENTIFY A SPECIFIC ITEM OF THE INSTALLED SYSTEMS EQUIPMENT AS NOTED. REFER TO THE 'EQUIPMENT IDENTIFICATION TACK SCHEDULE' FOR THE EXACT DESCRIPTION AND EQUIPMENT. ANN ANNUNCIATOR PANEL 0 0 0 INDICATES LOCATION OF 'DEAD -MAN' TYPE HAND CONTOL UNIT WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED. F `� r \ INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE FIRE ALARM SYSTEM CIRCUITS AS NOTED. iDS INTRUSION DETECTION SYSTEM . CCTV CLOSED-CIRCUIT TELEVISION . 1. � I 1 I .1, I ­­1 � I . . I I .. I-— 1 - -, � ­ . I . I : . a A a T .5 0 0. N v t L Q A Y N T 3 x G 0 T 0 c 0 c 0 0 39 m a L a x 0 0 t 3 0 s 12 0 2 0 0 *o 0 0 c 0 0 0 E 0 0 c 2 > E a r_ 0 0 a a 0 a 0 c AC H 0 3 E a 0 0 t c 0 a 2 0 .c a v 0 0. W 0 L 0 'F- A c 0 0 z 0 (A 0 a c 0 0 t L a A ..x 3 se- 6 U w 0 t a c 0 s 2 0 0 c c 0 0 4- m c a fa m E 3 0 0 a 0 fa 10 1= r v w t X ce a >' x �_ m ]L U w ( 0 ,­. - as m �3 -.. U . �N- _�Y i -- :-I,'. - � � ",�`1-1 - I AR0007981. ARc> nTEcem CONSTRUCTION AD1iIN STTATOON CONSULTANT P.O. BOX 561227 ORLANDO. FLORIDA 32856 407 898-8654 407 898-7992 FAX u 4 m t�*o 0 U ����� T. �o 0 or te .a ° x a�,40l Iz u a °� u u o ,I4'd a, � �, CIO co a44K In 0 ���11/s Cd �y V bA ,, (fr-ico P-4 4;. � 9 v . G.0 ate-! C-) > .N A cad � 0 t'd sz co o bi � 0 � e rt co 4-4 co m 9 = U) E (n IP-4 V 4 k v w aQ � +' � I 'o co $4 ® 0 [ 14P o® U) - t1 ! REVISIONS 11 DRAWN AAY HOLLOWAY CHECKED HAROLD R CONDO DATE OCTOBER 14, 2OW SCALE AS NOTED PROJECT NO. WPC-0301 ER 1L S SHEET E�3 MASTER ELECTRICAL SITE PLAN - POWER NOTES . OPROPOSED LOCATION. FOR No. I (t-I) WHICH WILL, PROVIDE THE 120/240 VOLT, SINGLE (U PHASE, THREE (3) WIRE PR FOR THE. . CORPORATE HANGARS AS NOTED. THE EXACT TRANSFORMER 51ZE AND LOCATION 8i-IALL BE DETERMINED BY FLORIDA POWER AND. LIGHT, - REFER: TO :TWE RESPECTIVE: 'CORPORATE HANGAR BUILDING' DRAWINGS FOR THE. PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. ; OPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. 2 (T-2), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE CORPORATE HANGARS AS NOTED. THE EXACT TRANSFORMER 812E AND LOCATION SHALL BE DETERMINED BY FLORIDA POWER AND LIGHT.. REFER TO THE RESPECTIVE 'CORPORATE HANGAR BUILDINGx' DRAWINGS FOR THE PANI=L LOCATIONS AND THE PANEL LOAD INFORMATION. OPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No.. 3 (:T-3), WHICH WILL PROVIDE THE 120/240 VOLT, -SINGLE.0) PHASE, THREE (3) WIRE POWER FOR THE LA..RGE BOX, SMALL BOX, LARGE 'T' AND SMALL 'T' HANGARS A5 NOTED. THE EXACT TRANSFORMER SIZE AND LOCATION SHALL EE DETERMINED. BY FLORIDA POWER A,ND<_LIGHT. REFER TO THE RESPECTIVE'HANGAR BUILDING' DRAWINGS FOR THE PANEL; LOCATIONS: AND THE PANEL LOAD INFORMATION D;A0qK:wiLL. OSED LOGA710N FOR`FUTURE PAD MOUNTED TRM FORMER No. 4 (T-4), PROVIDE THE 120/240 VOLT, SIi�KaLl=,l,l) P+{ASE, THREE (31.11lIRE POWER FOR`THE FUTURE .CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3454, 3455, 3464. AND 3465 ,BEARDAI L AVENUE BUILDINGS. OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRAN3FowER No: 5 (T-5), W1`IICA WILL PROVIDE THE 120/240, VOLT, SINGLE lU PHASE THREE l3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL 5E USED FOR THE 3456, 3451, 3458, 3459, 3460, .3461, 3462 AND; 3463 BEARDALL AVENUE BlI1LDlNGS; PROPOSED LOCATION FOR.FUTURE PAD.MOUNTED TRANSFORMER No 6 (T-0), . .. WHICH WiLL PROVDE THE 120/240.YOLT, SINGLE. (Q PHA5E, THREE (3) WIRE: POWER FOR THE FUTURE HANGAR5. THIS. TRANSF01 ! iER SHAI_I_ BE USED FOR t4UNITS IN THE 'D', 'E' AND 'F' BUILDINGS. PROPOSED LOCATION TU M T , T No 1. (T-1) O OSE ... FOR.FU. RE PAD,.. OUN.ED RANSFOf�J'1ER , WHICH WILL:PROVIDE THE-12D/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER . FOR THE FUTURE CORPORATE HANGARS. THiS TRANSFORMER SHALL BE USED FOR THE 3466, 3461, 3416, 3411, 3418 AND 1 341S BEARDALI- AVENUE BUILDINGS: OPROP05ED.lOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No: 8 (T-6), WHICH WILL PROVIDE THE 120/240 VOLT, :SINGLE el) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR . THE 3468, 346% 3410, 3411, 3412, 3413,, 3414 AND 3475. BEARDALL AVENUE BUILDINGS. OPROPOSED LOCATION FOR:PAD MOUNTED TRANSFORMER No. 9 (T-W, 0/2FUTURE WHICH, WILL PROVIDE THE 1240 VOLT; SINGLE (1) PHASE, THREE (3XWIRE POWER FOR THE FUTURE CORPORATE HANGARS. THiS TRANSFORM, ER SHALL BE USED FOR THE 3480, 3481, 3482 AND 3483 BEARDALL AVENUE E9UILD;INGS: PROPOSED LOCATION FORFUTURE`PAD MOUNTED:.TRANSFORMER:No. 10 (T_10), ' WHICH, WILL PROVIDE THE. 120/240 VOLT, SINGLE (1.) PHASE, THREE (3) WIRE POWER . FOR THE FUTURE HANGARS. THIS tRANSFORMER:8HALL EE`USED FOR THE UNiTS IN THE 'G', 'H' AND 'J` BUILDINGS. ' THE ELECTRICAL CONTRACTOR.SHALL PROVIDE, INSTALL AND CONNECT A CAST' OUTLET OX AN F I C TH SIGN, LE B D ATH - OOF X B E DONNE TION t0 ER,•PR LE_ L E OWNERS COORDINATE THE, C T CTION I TS:WITH TH OORD TE E EXACT LOCA ,ION ;AND CONNE REQU REMEN E OWNERS REPRESENTATIVE 'RiOR TO INSTALLATION. ROUTE A THREE QUARTER INCH (3/47 CONDUIT, :WITH .TNREE (3) W THU.N,.CU. TO THE PANEL AS .NO THESE CIRCIlITS'SHALL BE:`CO14 bLLED BY A.1 TOCELL Ti fE ELI=CTRIGAL , CONTRACTOR SHALL PROVIDE A PHOtOCI LL %UAL TO'INTERMATIC'Kd321C:At THE PANEL. 12 THE ELECTRICAL CONTRACTOR SHALL. PROVIDE A TWO .INCH (2I) CONDUIT STUBBED OUT. OF THE TRd�ISFOf�1ER.FOR FUTURE CONNECTION OF:TNE,PUiLDiNG,ASNOTED. PROVIDE A METAL .STAKE.:TO.IDENTIFY THE LOCATION OF THIS CONDUIT AND CAP . BOTH ENDS OF THE: CONDUIT TO PREVENT WATER INTRU51Q�1 ' THE UNDERGROUND PRIMARY':ELECTRIGAL CONDUIT IS SHOt6N 1=0R REFERENCE 13.,. O . _,... 5 _, ONLY AND I NOT INTENDED TO REPRESENT THE AGTUAL,CCUIT ROUTING. THE ACTUAL PRIMARY UNDERGROUND CONDUITS SHALL BE;DESIGNED ANp ; ' :INSTALLED BY FLORIDA POWER AND LIGHT. -: 14 THERE ARE ME MODIFICATIONS To THE TAX WAY HI NG THAT LIT WLL B 1~ REQUIRED. DURING THIS CONSTRUCTION THIS ELECTRC4L. CONTRACTOR SHALL. NOT.BE RESPONSIBLE F'OR'THE.MODIFIEDTAXIWAY LIGHTING WHICKWILL BE REQUIRED.- .THE AIRPORT. AUTHORITY WILLti: PROVIDE ALI, DESIGN AND CONSTRUCTION NECESSARY TO ADD OR CATE THE :TAXIWAY LIGHTING AS'. REQUIRED; 1 THE. ELECTRICAL CONTRACTOR SHALL PROVIDECONNEOTION TO THE PACKAGED . LIFTSTATION A$ REQUIRED. REFER TO THE PROJECT G.IVIL DRAWINGS>FOR.THE EXACT LOCATION OF THE LIFT STATION AND THE. PUMP.,i G2UIRi=MEN7S, ;PROVIDE A r SIXTY AMP (60 A), 240 VOLT, 2 WIRE, S/N, NEMA 3R, FUSIBL.E DISCONNECT SWITCH AND ;WEATHER-PROOF FLEXIBLE CONNECTION .TO THE LIFT 5TATI ,N CONTROLLER AS REQUIRED. ROUTE A ONE AND ONE -QUARTER INCI I,11-1/4') CONDUJT W[TH TTiiiE (3) 04;THU,N, Cu, AND ONE (U % THWN, CU., GROUNP. TO THE TRANSFQi�'1ER,A5 NOTED REFER TO THE !POWER RISER DIAGRAM -•SANITARY LIFT'STATION' FOR'AD1DItION' L INFORMATION llo. THE ELECTRICAL CQNtRACtOR $NALL:PROVIDE A ONE AND ONE -QUART .R,INCHr..:. . (1-1/4') CONDUIT FROM PANEL'L64- TO A POINT EAST OF THE LARGE BOX BUILDING' . AS NOTED FOR FUTURE INSTALLAION OF PANJ=L 'LBA2' WHICH WILL SERVE 7N{: ISLAND WHEN IT 15 INSTALLED. CAP THE C.ONOWt- WD LABEL EsOTH ENDS . i 3 - — " rs'llm. i--)EARDA! L AVE,, 15 m TRANSFORMER No. 4 (T-4) / - TRANSFORMER No. 1 (T-1) (NOT INSTALLED DURING (NOT INSTALLED DURING DURING PHASE .IA) DURING PHASE iA) I T J TO TRANSFORMER No. i (T-1) I I Li 5i1ET ADDRESS 1 - ` -� - ____..--------------34.42 t 5-4-5-73 # L r 3 '-1 ��' .4q ! t' ri •.,. i E ! P 1 I t I F•--.I ,� �- ._,• t i i ! ! i J,d-�`" , ��� f �. ! d ! i i i wi �--•�,� I PANEL 'CI'CI'IzS (AND C2)R _t 46 I i i 3443 i 34r✓-2 } 'CORPORATE' HANGAR � s (BUILD.ING TYPE 3, 13 I _ ! TYPICAL _ - i .^u__._..__ ! ! _ _.W .__-.._ I ;, _.__.»__. ! I OF I THIS PHASE THIS H NGAR W IS FOR O'DE,LL) 44 _! 3451 I d d — 45-- ���_ 46 I i I € ® L- t - I _-r! I 34'15 �- € t I ! ! I a•---, d -= i I 46 i ! ��_� ►'�.'! i i i 18 4 �--! �.._i tI I t li — I .il i I 1l---1 PANEL 'C3' 111 d ! I I P I ! i I-_ I `^`a ! ! i I I } ; E i C! s t I ('C4' FUTURE)- r{7>: i . _._. _ L. ! I 1 t .� _ »_.. ! 'F�' '� ? s �_; d , ,d I� .. i i d i ! I ` ! , _ 4 , _--_ --_-. ,....��.r'Si+ IZ i' t t"-�..' !..•¢I � j-I'�r,�-r.—_—__.___r»...; ,_�--_—.---_^—�.sa..».�i � I rr .�-� -t>_ F LlN � C,-.4t, __I .____345i { l� ; L : � l-..- I 3462 I i 4Coi - _.___� r --� T SPOI�`1ER No. 2 (T-2) € d C , d ! SFORMER No. 5 (T-�i) } I° ! i i 44 I IAN J TiANSFOF2h1ER No. 8 (T-�I, I I CORPORATE HANGAR (N T INSTALLED .DURING! I I d € I KNOT INSTALLED DURINC4 ,_ - I I 3 :- (BUILDING TYPE I; Tl PiG ` �` 1?ING PHASE IA) -- y DURING PHASE IA) -- - --- ' I OF 2 THIS PHASE) � � I I I }��_..n.._�._.._...._ I l PANEL 'Cl' - P ! i FT] d ! i i ® i I ® I I (AND 'G8') ! D 44 J 344 2 I 1 f„ WSFORMER No. 9 (T-�) I { I - i I 45 ! > - , I__.., 3461 i I I f 47 t-.-� _ _� 3413 d (N' T INSTALLED DURI i _- t 0 i 1 ; d +� �_ } i I! . 1 3482 I- ;• I , d ®. ! } L__. I- ! I I I i i I I i! r- ! I d PIRING PHASE IA) EEVd ! j I , ,' I i I ! i i ! i i Ini 1 d I 11 9 +}1:1 ! I PANEL 'C5' ( C6 FUTURE) 1 P _ i { I I I ! — i I I O A N o.1 - I I NOT T 'ENLARGED L N d - R RG D P I REFER A L _ I I 4 _ i `i ! I ! ! ! J t 4 ! € d 4G� I I 34'i l _._ 34�2 I 3483 FOR ADDITIONAL WORK (N TH18 AREA. 1 ,- = ® .- .-�-_.��._ - _.. __. ® 0 -1 � , - , � O ..... �..�.,._._ I t 3441 44 !' 1--- FUTURE ', f U 1 GATE No. i (G-1) - (GATE No. 2 (G-2) 'J GATE ta._3 CG-3 - 4----- I 'CORPORATE' HANGAR P- _ J I - _ (BUILDING TYPE 2 TYPICAL �« L OF I THIS PHASE) I ! t f t Jr I i I d FiJTUF� I I 3 'D' I�DING3 ! i . I I ,F' WLDN W € ! I I 'H' EU.DWCS I d € J ! # I I C , P "i _ J i d I { � FIffURE E' I RlTIJE FU8_ — ,�.� I �-�. ....-:I � t � ___.� �_..___.---I } ! � � r G 'Er LLD 'i$ is C-I !- I i d f I _. t ! t - 9 I w_.d I I d _ j I I d 0 7 t I P �_ i d t I d = I i ! € is i I ! ! , d I I g-! { ! I �-• •-� J !_._ 1 j i d i I ! ! I I C-3 �!ai--,% I 19 I , I ! !_ 1 I I I L_ 1 f I d Lr. ; ._ i -i I ! ! ! f j .- _1 t �._: l._.� �-•, €:_.� ....� 3 'gl(o ++ i -- C_6 • d ! t H-4 d r I t. 1_ _ L t d I =4"' -` � d I i t € d , ! �� e �- LARGE BOX HANGAR ! j d i j t w9 -}- 1 i !_. _ ! ! i I i k d I f I._1 t__._. I [ I (ONLY ONE (U'IN PHASE I) e�4{� ,. -1IB-6 I Ii L_ I Ir d ,--_ I I __.� r F I ! A i 1' p`_2 i }� ,.. � Ffl I d # _ i L ,� ..:,• � 1 i d I } ! `"t L.�.»t I I t 1 t J -- _ ! l —7 I - a-3 A-4 ` -- c-12 • 1 t _w _ - r .� 1 } t I r 4 I r•-�. r ! ;__-,•-- ! t... r-. -, --� TRANSFIOt�ME£�-Nd.'10 (Tl�O) � I I I ( 12 it I �._� { i : f 1 i t i F.:I { I t i 1 =__.._..1 , L i I ! I I t € I I { } I . f ! I t } ! CNOT: INST 1 LL Q DUR�dx, . ! iPMAS 1A1 } ! J - s i I Lij A-_5 1 A-6 • I — P. J �— II I p1 I r� __._.._ —- J PANEL 'LP. C-13 I I c PANEL tL Ai' I - (AND LT) - t 1 i t t I I TRANSPO R No. 6 (T-6) _ i (NOT .IN TALLED DURING,r! I I d I I I T SF Na 3 (T-3) I H 11 c-14 P L t' 1 1 I II I Iv -i (AND 5 4) t € DURINGI PHASE iA) t d d AN i i — — — — —�H-12 I P-'�� I — t '� C-� r-�, e e i 3 t3-13 � '_0 SMALL BOX HANGAR I i ! A -'I A-8 1 C_}!_J (ONLY ONE (l) IN'PHASE. IA) j _-_�H.1 ! O �j I I I L_ I d I l i I s 1 9 A-9 Im s i ,.::._J f j d I I 9 _# ! l ! I j !— i 6 ,u•�i. ! I !�`; I i A-11 A-12 --� S-it3 i � I -....� I ! € i I r �-r-- -I _ I } t d I ! I ro ..�.• ._..,! I 1 i I f I I r— �`•." �1 i I I t , -• G-22 ,- ! € i I I I 1 s L a s. _:I I ! y V d t ! � H-i� t 2 t -, € � _ � ___ "'. i !- i - - --• t t � t i }:.__.~•r � � �•-• 9 I t- — % i € r— t A-13 A-14 d 1- I I ,_-4 d i , I 1 i I I i I E (I -24 t 7 LARGE 't' HANCsAR SMALL 'T' HANCsAR" i ' ,.�` .,�'' tw �� � f� ' •� �' - (TYPICAL OF TWO (TYPICAL OF ONE f ! (2) IN PHASE IA) _. lU IN PHASE r E0 a Iu a 't Y c W 0 `c m c c V c m a x m m 3 0 3 c m E V 0 v m O c 0 c°> E 0 M o> I m I y- C C C 'I u i w i .. a L 0 Jq) r- i � 0 I Z U - ,l v ARCHITECT AR0007981 ARCHUECTM CONSTRUCTION ADMINISTRATION CONSULTANT P.O. BOX 581227 ORL.ANDO FIARIDA 32856 407 898-8854 407 898-7992 FAX o G I v ,.5., cp d00 0� qqo py40 I €z I' a c� p.�r�;d �•�.q � o� w .: �n.4I:a,w4E-i rn a U •b °~ O W � t� O w r4 U O W � � w � � 0 O : 4-a w F+•! coo` -. .-€ O ttS 4, P4 12a o O U1 sn REVISIONS DRAWN AW HOLLOWAY CHECKED FLAJX LD H. CONDO DATE OCTOMER 13 2= SCALE AS NOTED PROJECT NO. WPO-ow MASTO 'ELECTRICAL WM PLAN - P wm Aim NOTM M SHEET E -1 i MASTER ELECTRICAL SITE PLAN INSTALLED SYSTEMS NOTES Oi THERE ARE TWO (2) EXISTING FOUR INCH (4') CONDUITS U 41CH ARE ROUTED BACK TO THE 5ANF.ORO AIRPORT. IT WILL BE THE OF T HE AIRPORT' SYSTEMS CONTRACTOR TO EXTEND THESE CONDUITS TO THE NEW GRADE MOUNTED FULL BOX AS NOTED. THESE CONDUITS SMALL BE USED TO INSTALL THE CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEM AND FOR THE ACCESS CONTROL SYSTEM (AC5) CABLES. THE. AIRPORT SYSTEMS CONTRACTOR SHALL BE RESPON515LE FOR INSTALLING THE CABLES REQUIRED FOR THE CCTV 5Y5TEM CAMERAS AT* THE NEW GATES AND FOR THE ACS DEVICES, OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED PULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF N TWO INCHES l29 ABOVE THE FINISHED GRADE. THE FULL BOX SHALL BE. EQUAL TO PENSELL PLASTICS 'PEM'ISERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (24') SQUARE BY TWENTY-FOUR INCHES (24') DEEP. INCREASE THE BOX - 517.E AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIU5-FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX .THE BOX COVERSHALL. ALSO BE ENGRAVED WITH 'CCTV-PB-i' TO IDENTIFY THIS BOX. THIS BOX SHALL BE.LOCATED IN A'GRASSED AREA, NOT IN THE.PAVED AREA, (;3) THE ELECTRICAL CONTRACTOR"SHALL PROVIDE AND INSTALL TWO (2) NEW FOUR.. �--� INCH (4') CONDUITS FROM 'CCTV-PB-I' TO THE MAIN TELEPHONE TERMINAL BOARD . LOCATED IN THE CLOSET OF THE PILOTS LOUNGE. REFER TO THE 'ENLARGED EL5Ct IcAL FLOOR, PLAN - LOUNGE AREA' FOR ADDITIONAL INFOWATION. NEW MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE UTILITY CLOSET OF THE PIL075 LOUNGE A5 NOTED. REFER TO.THE.'ENLARGED ELECTRICAL FLOOR PLAN;- LOUNGE AREA'. FOR TTB 51zING AND EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW.. THREE INCH (3').CONDUITS WITH PULL WIRE.FOR FUTURE INSTALLATION OF, THE INSTALLED ` SYSTEMS (CCTV, ACS, IDS, CTV, DATA/tEL) IN THE'CORPORATE.HA�IGARS...':LABEL. BOTH:ENDS OF' THE PULL WIRE. . 0 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND .INSTALL 'A GRADE MOUNTED, PULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX:A MINIMUM OF . TWO INCHES O').ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL- TO. PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MiNIMUM OF:TUIENTY-FOUR'. INCHES (24') SQUARE BY TWENTY-FOUR INCHES (24')_ DEEP..INGREASE THE BOX 51ZE A5 REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED.' THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER: WHICH UIILL`STATE 'FIBER OPTIC CABLES'. AND. THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BINDING:' RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE, BOX .THE BOX COVER SHALL ALSO BE ENGRAVED.IUITH 'CCTV-P15 TO IDENTIFY`THIS BOX ' 1HI5 . BOX SHALL BE LOCATED IN A,GRA55ED AREA, NOT IN THE PAVEp; AREA, OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEWTWO INCH (2') CONDUIT FROM 'CCTV-P5-2' TO THE TELEPHONE TERMINAL BOARD INSIDE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HAWaAR TYPE 2' FOR ADDITIONAL INFORMATION. OPROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN .CORPORATE HANGAR TYPE 2' FOR TTB 51ZING AND EQUIPMENT REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (I) NEW TWO INCH (2') CONDUIT FROM 'CCTV-P5-2' TO A POINT JUST INSIDE OF THE BUILDING AS NOTED. THIS CONDUIT SHALL BE USED FOR FUTURE INSTALLATION OF THE INSTALLED 5YSTEM5 IN THIS BUILDING, I� THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (3') CONDUITS WITH PULL WIRE FOR. FUTURE INSTALLATION OF THE, INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL) IWTHE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WARE. II THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (U NEW THREE INCH (3') CONDUIT WITH FULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/i'EL) IN THE CORPORATE .HANGARS. LABEL BOTH ENDS OF' THE FULL WIRE. 12 THE 'ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, FULL BOX WHICH SHALL BE INSTALLED, WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE PULL .BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (249 SQUARE BY TWENTY-FOUR INCHES l249 DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR..THE NUMBER OF CABLES BEING INSTALLED: THE PULL BOX SHALL BE PROVIDED. WITHAN 1=NGRAVED .COVER WHICH WILL STATE `FIBER OPTIC CABLES' AND THE BOX SHALL: BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL•FIBER.OPTIC CABLES.ENTERNG AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED. WITH 'CCTV-PB-3' TO IDENTIFY THIS BOX. THIS BOX $HALL BE LOCATED IN. A. GRASSED AREA, NOT. IN THE PAVED AREA. 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, FULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF . TWO INCHES (2') ABOVE THE FINISHED GRADE. THE PULL- BOX SHALL BE. EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND. SHALL BE A MINIMUM Or TWENTY-FOUR INCHES (24') SQUARE BY TWENTY-FOUR INCHES (24') DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE TFIBER. OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO,INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE IBOX. .THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV-FB-4' TO IDENTIFY THIS BOX.. THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. 14 THE ELECTRICAL'CONTRACTOR. SHALL. PROVIDE AND INSTALL ONE (1) NEW TWO INCH (29 CONDUIT" FROM 'CCTV-P15-3' TO THE TELEPHONE TERMINAL BOARD INSIDE OF THE BUILDING. REFER TO THE.'PARTIAL ELECTRICAL FLOOR:PLAN - CORPORATE HANGAR TYPE-3' FOR ADDITIONAL. INFORMATION. 15 PROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR, TYPE 3' FOR TTB SIZIWG AND EQUIPMENT REQUIREMENTS, 1(o ROUTE A ONE INCH (i') CONDUIT 15ETWEEN THE TTB SHOWN AND THE BUILDING NOTED, STUB THE CONDUIT UP AT THE TTB AND PROVIDE A LABEL ON THE CONDUIT AT BOTH ENDS. STUB THE CONDUIT UP IN A COMER OF THE FIRST UNIT WITHIN THE BUILDING AS NOTED FOR FUTURE .INSTALLATION OF AC$, IDS OR CCTV CABLES. PROVIDE A PULL. WARE -IN THE ;CONDUIT, > tr (eJ z id L 3-- HANGARS 0Y) 'CORPORATE' HANGAR (BUILDING TYPE 3, TYPICAL OF I THIS PHASE) 9 'CORPORATE' H� (BUILDING TYPE I, OF 2 THIS PHASE) NOTE: LARGE 'BOX' HANGAR - (ONLY ONE (U IN PHASE SMALL 'BOX' HANGAR (ONLY' ONE .(I) IN PHASE IA) I F', 4 L AVE- 1B- EAFN _v I- j 7,.. S i 3 1 _'"_" I ------r—_._..__._._. 1 r'�".7'_-_____'-•---'i I ! �.._._._____..._..s -% I I r_._�`..__. S 3442_ ( y_.i ! O i 4 i8 ! 3453 i ! } r_. i t_ _ -t ! t 46 34l 1 _.--i ti •. 1 t j j i i ± ll "i°t j rF _je u ji____rf_o 41 at I �- i F34521t ± ® u --I _L_ ± ! i 46 !__�: 1 ' t - -i' 34"i ! ! I 1 34i9 443 i 14 1 1 ! ► i I ! ! 1 } ± i i 1 ! I i !-- t, # 0 12 � A _..-�. ----� `�._...---.__-_-_• ; ; # i it i ;- =- i ! � m 3 iTC :CTV -3--� ! 1 ! I i q q t ! N I ! I I c___-__-,..._.._._..__.k ._.--=_-r_ �__.--_-•_, � r�--.�____.._._._..,._7 ! ! I___-__.__.._.___-t_ ._J----___._._..__t i t i--•----.__,-__---i_.._: ; I 1 � m I( CCN�PI�-4 i t ! q !` t i i ! ! t i ! i i j ! i( 0 ! L.__....___._a I t i I L _._ .. n. 1 i ° # ° ! 3451 { , i 45 ! _ i �- --E .-_i 46 I i ; # 46 ! - r; I Iv._.., i__._..I 34ib . t � ! ± C.. _'t 1"� s 44 ._._..•_i i � !_,„� �•a "+ r tf•�r,,. ` t ! f ! ! ! �-• 1 c _ _ __.___ �___.____r - r i -.��_ - 1..� ii !is H------ , r r' { f qr,-- -__ J_____- I, t I -. I i E 1 ! t � #� �--.' i i f a ! i � � l i ! i 3 44 I i �i 45 t i ! 345.7 i _ I r r ! i { ! ± 'r J i .-.� € 1 ! I i ± 3481 _ ! t f 1 0 _ _ �� 34ro2 i I 46 t �) i,_-_; I__ �._ ! 3414 t } i j P/TvI" } _.__._ - ._ a t _____ w i o �- I -•---� � I i i � � i j ! � ; I t � I o .w.-._._-.„..._. LIU— i0_...____-____ �-i ....-..___.....,.w.' i i � ....__-_- .._.-.., � r J.....__.:..._.-.u.� ! j r..._.._....__.-,__� •-, r- �_..n._._._...,._..y i I � O I44 1 ! t i t-• -ir q t! 348244 461 1 qL .. i\� j #L--i ' I i o _._-__1. i i �- tr``>j 1 p _._ -Tni 0 - ! _ 1 I ! # _ ! ..�N�a 1 ! !,1 ,� 44 f if t _ t i ° # ! ! 1 ! -- ! t ± ° � _ iY-..1 ± q ! ± 1 , J s ' .j__ o Z-,-P7 � __ t i 45 # l r _ �� _ ! 46 { i I # ! 3412 ! f ! i 3483 € _ '' j 1 °7 0 c_a..., ._ FU r /j •' I�-- 7l1 p i FUTURE 3 p o 6 __�•. 'CO O HANG -.._.r.�t� AT No. 2 CG-2 i�t� GA No. 3 (G-3) (BUILDI TYPE 2, TYPICAL CCTV_ -2 GATE No. 1 lG-U i D/N RJRIRE( I ! (' RJTI� I I f I i j RJTIIRE ---- --- 4 t 'D' i i i i 'F' ; i I OK BLI�.COM f I ' } C � � �_I..! o FUTU EFUEL _ ____ ___ �___._ _.ra.w_< __l lRITI�iE F, 1 tRTII1%'at i t i RJtt iE'J'i .,. �( h I c I I s i ii a c g-! wj (`'' t ! B-2 �C_4 I ( t -_a _ j i ! 'r i r f-- C. 16 DRY l g-� ! i t o ! 1 ±} 1 t! L- I �- I t q r- -s L_ J i_ J ° ! ± i t i i t I j• / '� !- i I i ! t r--t--- � ! # v ! � i---9 i t r-' -! ,----� �=,r•_-f , } I 1° =�"`• n. C L__i - B-5 _� ` �� r--J DITY f' - ' C-8 I _ .w I # ,-_..I g_6 Fc �_ I- A-1. A-2 - # J # 1 1 D/TV _-® q # t ! 1 i Dmr�• --! B-8 �I , j L I l (( 1 - __ _ t ! a i, r-- FA_ -3 A-4 � a I C-12 ( f 1 1 ; ; l t �1. I. © i ! j { ! a--•--! 1 f ± i �� i a q ! ± l ! i �• 1 _ (I }....,_�_.__....:I--! ! i f i ! t � _- �._r-.! # i 1 # # q. �-,.-..�v..I-•-� q ° ! ! 1 I I r.. `7 i 1"-•t ! 1 r° =q - } �__t i I 1 � € � v A-5 A--6 / j 16 # ; ; q ! , #_ 1 j 3 I 1 ! 1'-• _� -• C fl �C-14 6-12 C-15 - ! ! i .. i a I i i i L _I r-_a q ) F_.J l3-13 - C-16 L_ O A71 A78 _ -14 C_ 'J=r- i f r-= - ° {° C-18 ' I } L_i # t i _# ! j t_J ! L� q C lY_ t j + J t3-15 f —j 0 -- F 1 �--a I ! I s C A 9 -10 i f C_ig I t 1 J_ ! I W t3-16 (� ! . ! i #4f _ i t ! i i i I # 1 . _ _J Lr `f _ _�- . I _� _ t _. i ! I I_ - _ _m !_ •v w . i B-il __.a #:...,....__y,�.,_....__ i ! ! r^_.._c�_.•J r_'1 i t,-i 9 a I C_2� -_. � . _ � ! I 9 i t A -II A-12 I B-IS � ! ± I ± I L- ± ! '- I i ! 3 f ! f ! F t # 9 1 i t .i ' I r_ i o a rx j_ C-21 ! i f i i t i._ .I ! q ! i ± t t a- y ! I t # f ; i==1 - i f 9 a B-t9 } •-•+ `i ! ± I L-.-� ± i { 's t ! ! t L_ q �� ,- 1111 A-13 A-14 _z � i 1 i i i • i i i ! # # I { 1 I i t ! I ! I }; ! 1 i !' ! i. � v {" r ° i-I----__------•-�" �.-�_..___-(.•-,_a �___.'-------ice °� _.�__ w�--�.: t"�--,.__°: _._..__}`-'a ' 3_.�..._��••'--a ! }. I LARGE 'T' HANGAR t �� 'i �f ��. _ r� `� f� �� i� t 1 0 (TYPICAL OF TWO (2) IN PHASE IA) SMALL 'T' HANGAR i (TYPICAL OF ONE (1) IN. PHASE IA) `v I, ID E 0 m t TEMSER ELECTRICAL SITEPLAN � INSTALLED SYS � _ , , $GALE ::I ;80: -@.• _ a Y Es IIIiI AM AR0007981 ARCHITECTURE CONSTRUCTION ADUBUSTRATION CONSULTANT P.O. BOX 561227 ORLANDO, FIARMA 32856 407 898-6654 407 898-.7992 FAX tltitl �7 " �� o 0 �-ti��m o ocoo• r> ! v .,, •. m m o �p o r~an v a�iwm010 0 �� ��°�oz zJ w� a q .,°�' as w •n rib w &0°0l�awHw rn ab O O v O O 0 O 4-1 s•i 0cd 4) O 4-4 as n0 REVISIONS DRAWN AW HOLLOWAY CHECKED HAROW H. CONDO DATE OCTOBER i3 2003 SCALE AS NOTED PROJECT NO. WPC -ono, MASTER ELEfiTFICAL ATE PLAN — INST'ALLED SYSMAS SHEET i I i ' j > SHOWS REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. SHOWS REAR VIEW OF THE NEW MAIN DISCONNECT SWITCH FOR PROVIDE NUTS, BOLTS AND LOCK THE LIFT STATION AS NOTED. WASHERS ON ALL., FOUR (4) .CORNERS' OF.:THE DEVICE PEING MOUNTED: (TYP) PROVIDE A CONCRETE F OF THE KING PROVIDE KINDOW CHANNEL A$ REQUIRE SUPPORT BETWEEN THE NEW METER, DISC CONCRETE POSTS. ANCHOR CONTROLLB THE KINDORF CHANNELS TO OR OTHER h THE POSTS WITH ANCHORS p - C.._ a ELECTRICAL AND BOLTS DRILLED INTO REQUIRED. THE POSTS.. THE ELECTRICAL o o 10 ,o ` a ® o o ® o o 01 0 0 BE FOUR INC CONTRACTOR SHALL BE I MINIMUM ANC RESPONSIBLE FOR SIZING p ( �' 1 I I ` ° HEIGHT OF T THE RACK FOR ALL OF THE P ; v NO MORE TI- EQUIPMENT TO BE MOUNTED TO THE TOP, AND SHALL PROVIDE THE AT LEAST FI' KINDORF CHANNEL$ ON - THE GROUNC BOTH SIDES OF THE F'05T5 AS REQUIRED. o o ® o o 0 o o ® 0 0 0, 0 ° 0 p a FINISHED GRAC j'- -� l�i I11� I [Ell I._I I Iw = 111 1 I MI 11 11— ; I I I- .V I I 1 I IEl I= =1 I IEEI I I -1 I I:—! ....dI- -I 1 I- I1114 ° I I I I I Pr- - �I i IEI 11 111 EI 11- —=11�1 � 1 6' I l f l— -1 I -11 I o 111. 111- Q 111- NOTE: COMPACT SOIL AROUND ALL METALS TO BE HOT CONCRETE POLE BASE DIPPED GALVANIZED, PRIMED AND PAINTED. SHOWS FRONT VIEW OF THE NEW MANUAL: TRANSFER SWITCH FOR t, IC 1 I&+ Ct AY'l^ll AG klnVi-� TYICAL GRADE MOUNTED RACK D (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) `—COMPACT SOIL AROUND CONCRETE POLE BASE TAIL NO SCALE 1 1 a Ig 1 B I PROXIMITY CARD READER POLE I i o ' I 4' ! j i CCTV CAMERA AND FLOOR LIGHT POLELd 1 I I o '"'�----��,�•�'�'�_..," � � II 11 `..Tl t� CONCRETE ISLAND Y GATE No. 1 (G-1)-"�J i GENERAL CONTRACTOR. TO NEW PANEL 'C5', CIRCUITS 33.35:31 AND 31 Q�----D------------1D— --� I c 1----F--7----—— -- y s 217 p------ --- -- —+}- --J n I t ( c / E10 . GATE CONTROLLER CCTV-125-2 0 � v n w: V E � o SHOWS REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. SHOWS REAR VIEW OF THE NEW MAIN DISCONNECT SWITCH FOR PROVIDE NUTS, BOLTS AND LOCK THE LIFT STATION AS NOTED. WASHERS ON ALL., FOUR (4) .CORNERS' OF.:THE DEVICE PEING MOUNTED: (TYP) PROVIDE A CONCRETE F OF THE KING PROVIDE KINDOW CHANNEL A$ REQUIRE SUPPORT BETWEEN THE NEW METER, DISC CONCRETE POSTS. ANCHOR CONTROLLB THE KINDORF CHANNELS TO OR OTHER h THE POSTS WITH ANCHORS p - C.._ a ELECTRICAL AND BOLTS DRILLED INTO REQUIRED. THE POSTS.. THE ELECTRICAL o o 10 ,o ` a ® o o ® o o 01 0 0 BE FOUR INC CONTRACTOR SHALL BE I MINIMUM ANC RESPONSIBLE FOR SIZING p ( �' 1 I I ` ° HEIGHT OF T THE RACK FOR ALL OF THE P ; v NO MORE TI- EQUIPMENT TO BE MOUNTED TO THE TOP, AND SHALL PROVIDE THE AT LEAST FI' KINDORF CHANNEL$ ON - THE GROUNC BOTH SIDES OF THE F'05T5 AS REQUIRED. o o ® o o 0 o o ® 0 0 0, 0 ° 0 p a FINISHED GRAC j'- -� l�i I11� I [Ell I._I I Iw = 111 1 I MI 11 11— ; I I I- .V I I 1 I IEl I= =1 I IEEI I I -1 I I:—! ....dI- -I 1 I- I1114 ° I I I I I Pr- - �I i IEI 11 111 EI 11- —=11�1 � 1 6' I l f l— -1 I -11 I o 111. 111- Q 111- NOTE: COMPACT SOIL AROUND ALL METALS TO BE HOT CONCRETE POLE BASE DIPPED GALVANIZED, PRIMED AND PAINTED. SHOWS FRONT VIEW OF THE NEW MANUAL: TRANSFER SWITCH FOR t, IC 1 I&+ Ct AY'l^ll AG klnVi-� TYICAL GRADE MOUNTED RACK D (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) `—COMPACT SOIL AROUND CONCRETE POLE BASE TAIL NO SCALE 1 1 a Ig 1 B I PROXIMITY CARD READER POLE I i o ' I 4' ! j i CCTV CAMERA AND FLOOR LIGHT POLELd 1 I I o '"'�----��,�•�'�'�_..," � � II 11 `..Tl t� CONCRETE ISLAND Y GATE No. 1 (G-1)-"�J i GENERAL CONTRACTOR. TO NEW PANEL 'C5', CIRCUITS 33.35:31 AND 31 Q�----D------------1D— --� I c 1----F--7----—— -- y s 217 p------ --- -- —+}- --J n I t ( c / E10 . GATE CONTROLLER CCTV-125-2 0 � v n w: V E � o AR0007981 ARCHITECTURE CONSTRUCTION ADUR STRMON CONSULTANT P.O. BOX 561227 ORLANDO,_FLORIDA 328b8 407 898-6654 407 898-7992 FAX U 9 � p ► q q z z° 0"q oy l N NW o �0 o ti w..0a,rz,E-rr. rn ENLARGED E LECTRICAL SITE PLAN No. 1 a o o - a 'p '—' 0 ENLARGED ELECTRICAL SITE POWERRI SER DIAGRAM _ A PLAN No. 1 NOTES SANITARY LIFT STATION o, s w OPROVIDE, INSTALL AND CONNECT A THIRTY -AMP (30A), 240 VOLT, 2 WIRE, NEMA 3R, O THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, .INSTALL - a SOLID. NEUTRAL (S/N), DISCONNECT SWITCH FOR THE HYDRAULIC GATE OPERATOR AND CONNECT THE PRIMARY CONDUIT.AND CONDUCTORS 70: THIS, TRANSFORMR E MOUNT THE DISCONNECT ON A FABRICATED METAL RACK AND PAINT AS REQUIRED THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH w ccS O BY THE PROJECT OWNER MR. TRACY FOREST, OR AN APPROVED EQUAL OWNER, THE LOCAL POWER COMPANY, 4-4 OR JUST ANYONE OFF THE STREET. REFER TO THE 'TYPICAL GRADE MOUNTER n t!S RACK DETAIL' FOR ADDITIONAL INFORMATION. ROUTE A WEATHER-PROOF FLEXIBLE O THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL METALLIC CONDUIT FROM THE DISCONNECT SWITCH TO THE GATE CONTROLLER , AND CONNECT THE PAD -MOUNTED TRANSFORMER No. 1. (T-1) AS NOTED. THE AND PROVIDE CONNECTION TO MOTOR AS REQUIRED, THE TWO (2) POLE. CIRCUIT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE + SHALL BE USED FOR THE GATE MOTOR AND THE SINGLE (1) POLE CIRCUIT SHALL BE LOCAL "POWER COMPANY. »- USED TO PROVIDE POWER TO THE FIBER OPTIC TRANSMITTER AND THE FLOOD - O �f LIGHT AS NOTED. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE; INSTALL AND CONNECT A NEW ONE o 'd AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH THREE. (3) "4 THWN, CU. FROM THE -° O ROUTE A ONE AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH FIVE (5) MC THWN, TRANSFORMER SECONDARY TO THE METER AS NOTED. m 0 CU. AND TWO (2) W THLN, CU. GROUNDS TO THE PANEL AS NOTED. THE CONDUIT cd SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA, THE 4 : THE ELECTRICAL CONTRACTOR. SHALL COORDINATE WITH THE. LOCAL POWER o y ` O CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-S{X INCHES (36) BELOW O COMPANY. FOR INSTALLATION OF THE NEW METER IF REQUIRED THE ,ELECTRICAL 1� � 0 O U1 co THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK.. REFER TO THE PANEL CONTRACTOR SHALL PROVIDE THE METER BASE. SCHEDULE FOR BREAKER SIZING. THIS PANEL IS LOCATED AT THE CORPORATE HANGAR BUILDING WITH THE 3446/3445 ADDRESS: REFER TO THE 'MASTER THE. ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT ANEW ONE ° ELECTRICAL SITE PLAN POWER' FOR THE PANEL LOCATION. � AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) "4 THILN, CU. AND ONE. (1). v '6 THWN, ICU., GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH AS REVISIONS 3 PROVIDE AND INSTALL ANEW POLE FOR INSTALLATION OF THE LONG, RANGE NOTED. o PROXIMITY CARD READER REFER TO THE POLE MOUNTING AND FABRICATION DETAILS FOR ADDITIONAL INFORMATION- O PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE .SANITARY. I LIFT STATION A5 REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL GORE, O4 PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE CCTV CAMERA AND THE. GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER: SHALL THE FLOOD LIGHT. REFER TO THE POLE MOUNTING AND FABRICATION DETAILS, FOR BE *4 THWN, COPPER MINIMUM. Y ADDITIONAL INFORMATION O PROVIDE, INSTALL AND CONNECT A NEW. MAIN DISCONNECT SWITCH FOR THE O ROUTE AONE-HALF INCH. (I/2') CONDUIT WITH FOUR (4) �0 THWN, CU. FOR POWER SANITARY LIFT STATION AS REQUIRED. THE DISCONNECT SWITCH SHALL BE 60 AMP, TO THE CAMERA AND LIGHT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL 240 VOLT, 2 WIRE; 5/N, NEMA 3R, FUSIBLE WITH SIXTY AMP CLASS RK-5, 'FAULT- W WHERE LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY BE SCHEDULE 40 PVC TRAP' FUSES..PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER IF LOCATED THIRTY-SIX INCHES (36') BELOW THE FINISHED GRADE OR BELOW A INDICATING ''LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED 0 BUILDING OR 51DEWALK BACKGROUND. MOUNT THE DISCONNECT ON A METAL .RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE 0. O ROUTE A THREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE FIBER MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. a OPTIC CABLE(5) BY OTHERS. PROVIDE A PULL -WIRE IN THE CONDUIT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA, THE O CONNECT THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND A NEW ONE c° CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED -THIRTY-SIX INCHES (3(0') BELOW AND ONE -QUARTER INCH (1-1/49 CONDUIT WITH THREE (3) 04. THWN, CU. AND ONE (1) THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK. '6 7HWN, ICU., GROUND FROM THE'MAIN DISCOINNECT SWITCH TO -THE MANUAL' `o TRANSFER SWITCH AS NOTED. O ROUTE A THREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE ACCESS CONTROL SYSTEM (ACS) MULTI -PAIR CABLES) BY OTHERS. PROVIDE A PULL -WIRE O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW c IN THE CONDUIT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE MANUAL TRANSFER SWITCH ON THE BACK, OF THE RACK USED FOR THE MAIN o LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY BE SCHEDULE 40 PVC iF DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE " LOCATED THIRTY-SIX INCHES (3(o') BELOW THE FINISHED GRADE OR BELOW A SIXTY AMP (60A) RATED AT 240.VOLTS AND SHALL HAVE A NEMA 3R ENCLOSURE. v BUILDING OR SIDEWALK THE MANUAL TRANSFER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK WHICH WILL BE USED TO. LOCK THE SWITCH IN EITHER, POSITION. APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED, DRAWN REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW °Y HOB -®WAY ADDITIONAL INFORMATION SIXTY AMP (60A), 240 VOLT, 2 WIRE, S/N, TW15T-LOCK RECEPTACLE IN A NEMA 3R CHECKED BOX WITH A WEATHER-PROOF COVER PLATE. PROVIDE A TWIST -LOCK MALE PLUG FIAROLD R CONDO O REFER EFE TO T1 N OF THE R ELECTRICAL OPTIC AL SITE - INSTALLED SYSTEMS' FOR FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG,A GENERATOR INTO DATE THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE: ROUTE A NEW ONE AND OCTOBER 13 2= ONE -QUARTER INCH 0-1/4') CONDUIT WITH THREE (3) IN THLN, CU. AND ONE (I) % o SCALE 1>a PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED THLN, CU., GROUND FROM THE RECEPTACLE TO .THE TRANSFER SWITCH, AS NOTED GATE CONTROLLER FOR ALL CONDUIT STUB -UPS. THE CONTROLLER $HALL BE s MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL i5E TROUTE A NEW ONE AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) $4 �' PROJECT NO. REQUIRED To ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE THWN, CU. AND ONE (1) % THLN, CU., GROUND FROM THE TRANSFER SWITCH T.O. F Mc-m CONNECTIONS IN THE CONTROLLER THE LIFT STATION. CONTROLLER AND PROVIDE CONNECTION AS REQUIRED: THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL II0,L w CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND, EQUIPMENT TO BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR ALL PEDESTRIAN SAFETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED .IN PLAN No. I NOTM THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE POVYER RISER GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENTS, Y AND DETAILS 0 SHEET W E-3 1 3;1 4 DAVIDSON DESIGN GROUP, INC. Civil Engineering & Development Services Certificate of Authorization Number 6491 823 N. Thornton Ave Orlando, FL 32803 Ph: (407) 894-0691 Fax: (407) 894-3693 z O ILL U W # dF iF iF iF iF iF iF LU W rrQ Z Q (C2 L Z I) LJJ re" C W LL Z ® V') W LL O Q Z 7 F— Q U c) Z J 25 J U N 2003 i SCALE 1 " = 60' FILE NO. 0301 X), M. Russell Davidson, P.E. Florida P.E. No. 31933 SHEET NO. X1 1 S1 U U c 4 0 CD Cl) X 0 0 N 0 c OX. m U Q Q LP 0 N V O O N LO I MT'L BLD'6 GOL. iE3-,r OTHERS rLUUr% r r%j%miim%3 rL j%vi SCALE:1/4" = I' -011 IMT'L BLD'& COL. BY OTHERS CE COL. 10 �� R1 1� .I I TS COLUMN I£I Z 1-x4xl/4 T.S. GOL. I1"10 "x5/4" BASE PLATE GONG. SLAB 1 ' 1 W/ 4-5/b "D I A. EXP. BOLTS "0 REMAIN 1 1 I W/ 4" MIN. EMBED. ICI 3 S1 SECTION 5625200-43 MT'L 5TUD5 @ 16" D.G. ATTAGHED TO TOP �. BOT. TRACK W/ 2-#I0 SGREWS 5CALE:3/4" =1' -011 w i 1----1 I Mi I I_ a -1�11�11�11111111111� I11� �+� SECTION 0 5CALE:3/4"=1'-011 STRUGTURAL DES 1 GN GRI TERI A GOVERNING CODES AND SPED I F I GATI ONS I. Florida Building Gode, 2001 Edition. 2. Specification for the Design of Gold -Formed Steel Structural Members, A151, IgBq. DESIGN LOADS 1. Mezzanine Dead Load................................................................................... 15 PS 2. MezzanineLive Load....................................................................................100 F Me PS 5. Roof Live Dead Load.................................................................................. 16 PS 4. Roof Live Load.............................................................................................. 5 PSF 5. Lateral Load...................................................................................................... 5 PSF ImportanceFactor.........................................................................................1.0 Wind Exposure Gotegory.............................................................................. Enclosure Gotegory...................................................................Enclosed Building GENERAL 5TRUGTURAL NOTES GOLD -FORMED STRUGTURAL STEEL I. All cold -formed structural steel members (sheet metal studs) shall be of the type, size, gage and spacing as shown on the structural and architectural plans. 2. All cold -formed structural steel members shall be in accordance with ASTM A446 with Fy = 55 KSI. 3. Welding shall be in accordance with AWS D1.3. 4. Prior to fabrication, submit engineered shop drawings, including bracing and connection details, to Structural Engineer for review. MISCELLANEOUS I. Gontractor shall brace all construction against gravity, lateral and uplift loads until structure is complete. 362T125-43 MT'L 2. Coordinate structural work with architectural plans and all other, trades. TRAGK ATTAGHED 5. All construction shall be in accordance with the Florida Building Gode, 2001 Edition. TO SLAB W/ 0.145 PIA. P.A.F. @ 12" O.G. 6 "SQ. x IBGA. PLATE EA. SIDE ATTAGHED W/ 4-.145 P.A.F. TO T.S. GOL. � W/ 6- #10 SGREWS TO HEADER 4x4x3/16" T.S. COL. SIMPSON L50 ATTAGHED TO- TS. GOL. W/ 4-.145DIA. P.A.F. � W/ 6-#10 MTL SCREWS TO HEADER 5 S1 PRE GLG 6 S1 "A/53" SECTION SCA1-E:3/4" =1' -0REVIEWE"m By:. r 4t' Sanford ire Prey ntian Date: J-, 8' 10 3/4'' A.F.F. STAIR PROFILE 5CALE:1/2'= l'-0" HARRY BRUMLEY, III FLORIDA PE # 0041 837 z .N O W Q LLI u}I IY I I O U) z ❑ z Q Z W U) W z W ER It W O X IL H O Z Q H _ C7 } O U U) _ W W W J U) LU W d X W } m W ry W X W W z Z W U J J U W Q U O 0 m C) N H 2 C9 } a.. O U Ln 71 Ld ■r ■ u. u u ■.mnu ■:+:.■i::■::::: u:n m:uu■ Ld ::............ .............. . LO W U� zz Qoa IUD WI J D C3 LL w `n Z Q U] ❑J �Q Q � �W W� W� ❑� ❑W ^j�/ Z LL n ❑ L ❑ Z JQ LL J IL Drawn: JI"1 Checked: NP Date: 4/15/04 Plot Scale: 5EE PLAN Job No.: NB 03-122A Sheet: 1 of 2 File: S1 SEE PLAN FOR SIZE � SPACING OF MT'L STUD FRAMIN6 BOT. TRACK SAME 51ZE AND 6A AS FRAMIN6 MEMBERS --� ATTACH JST TO RIM J5T N/ 1-#10 SGREN � 1410 SGREN TO TOP TRACK 4" x 18 GA. NEB 5TIFFNER EA. END OF BR6. ATTACHED N/ 3-#10 5GREW5 ATTACH RIM JST TO i� N/ #10 SGRENS @ 12" O.G. SEE PLAN JST. BR6. TOP TRACK SAME SIZE AND GAUGE AS FRAM'G MEMBERS ATTACH STUD TO TOP TRACK N/ 2-#10 SGRENS EACH FACE. (Self Drilling Tip) 1 S2 6"50'. x 19 SIDE ATT/ SGRENS T 6-#10 SCi< HEADER 2-36252C MTL STUD 4 S2 ATTACH TRACK TO FLOOR JOIST N/2-#10 5GREW5 @ 16" O.G. ATTACH STUD TO TRACK N/#10 5GREW5 EACH FACE. (Self Drilling Tip) ATTACH SUB -FLOOR N/#10 5GREW5 N/ #10 5GREW5 @ 6" O.G. @ EDGES � 12" O.G. @ INTER. SUPPORTS 10"A b GA. TRAGK ATTACHE EX51 TN6 FRAMIN6 N/ 5410 FLOOR JOIST SEE PLAN FOR SIZE $ SPAG'6 SEE PLAN FOR 51 ZE 6 SPACING OF MT'L STUD FRAMIN6 FLOOR ASSEMBLY 5C,ALF-:3/4" =1' -0" 362T125-45 TRACK ATTACHED TO HEADER N/ #10 SCREWS @ 12" O.G. STA66ERED. 362T125-43 TRAGK ATTACHED N/ #10 CREWS @) 12" O.G. EA. I DE OF TRAGK 2-10005200-45 STUDS 362T125-43 TRAGK ATTAGHED N/# 10 II SGRENS C) 12" O.G. A/S5 E.A. SIDE OF TRAGK 3"x3"x186A. CLIP JAME35 � GORNERS N/4-# 1 O TEK5 � 4 - .1450 PA.F. 2 S2 FRAMIN6 TO REMAIN ?00-43 STUD ATTACHED TO N/ #10 5GREW5 © 12" O.G. BOT. )005200-43 JOIST N/ 8,410 SGRENS LEDGER DETAIL 5GALE:3/4"=1'-0'1 -EN61 NEERED MTL )SES g 24" O.G. 3"x3"x180A. CLIP N/ATTACHED TO TRUSS N/ 4-#10 SGRENS © TO TOP PLATE /OR HEADER N/ 4- #10 5GREW5 3 S2 SECTION METAL BLDG BY OTHERS —� 4" X 206A TRACK ATTACHED TO -� FRAM'G N/ 2-#10 SGRENS EA. SIDE ATTACH TRUSS 20 GA CLIP ANGLES N/ 2-#10 SGRENS EA. FLANGE. 6 SECTION 5 SECTION S2S2) TO JOIST FLANGE .r-. TOP � BOT. 2-10005200-45 JOIST 5410 SGRENS IVVVJLVV—`T✓ ST n, 24" O.G. FRAMING BY O 8-15x 18GA. FURRING CHANNELS ® 16" O.G. MAX. PRE-ENGINEERED MTL MANSARD TRUSSES @ 24" O.G. v HARRY BRUMLEY, III Asxia r ��G' FLORIDA PE # 0041 837 IllflIIIIIIIII IIIIIIII A l� d N � N O m Q LLI } tH O I O I O . . . 3 13 W In • ul • LL Ld ai LLI 11 • . • LL 2222:22e:22:2: Ld :::........... .............. .............. • 10 W U� z Z Qoa IUD W11� 0 O -1 Z LL 0 Ly w Zul Q J Q W 0 Eat JM : N5 4/15/04 e: SEE PLAN H5 03 -122,4 Sheet: 2 of 2 S2 •u i G;NpUCQMVn-K NS AND NMZ.1 118 "11E IMNT OF THE ARCHITECT THAT THE WORK 59 N CONPORMANCI WITH ALL REQVMIMVM OF THI BUILDING AUTHQRITEISI MAVNQ JUIIMQCrM OVER THE TYPE OF CONSTRUCTIOII AND OCCUPANCY. ALL COI'17RACrORs SHALL DO ` THIDt'A'ORK N CON►ORMANCE WiiH ALL AMLICANLE COM AND REGULATIONS. 1. THK CONTRACTOR.SMLL VIRi/Y ALL CONDITIONS AND CM41NSWM AT THE JOWFM PRIOR TO COMMINCNG WORK. CONTRACTOR SMALL RIPONT ALL DECRKPAMCIES N Till DRAWMS AND EXISTING CONDITIONS TO TiIE ARCHITECT FRKMRTOCOMMENCING 1 QNX ?. C""AiC1GR•SHALL SURLY, LOCATE ANN AURA N THK 1MORK ALL IN84RT& ANCHORS, ANGLE& ►&LASS, OPENINGS, SLRK1►JA MIAM gft SCAR DRPRKESiOMS, AND PI ICHRS AS MAY Re R19941/E911 TO ATTACH AND ACCOMMODATE OTHER WURK. THUS DOCUMENTS, AS INSTRUMENTS 0► SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT Be USED OR REPRODUCTRD WITHOUT 9XPRZU90 WRITTEN CONSENT OF THE ASCMTTSCT. L ALL DXIAR.S AND 3616 1 pNs SPOW14 ON 111 DRAWINGS ARIL NTRMDRD TO tE TYPICAL An SMALL Rt CONSTRUED TO A►PLY To AMY SIMILAR STTVATKHN 1139VMRB RN THa HORSE EXCEPT WMSRS A DWM4XT ORAL E SHO K THE CONTRACTOR SMALL CONSULT THE ASCii"= 1/ THERE 11 ANY UNCLRTAMY REGARDING TINS N 101 OR AMi.ICATIM Of A DETAIL. OR CONS'T1lUCTPM OWL 4" DIMOM" AND t 1AVATi O $110" MALL 19 PIELD Y111 89 BY 111111 CONUACM MIN 10 CON MK TpM, THSI STRUCTURE MAN ASSN DESIGNED N ACCORDANCE WITi1 AND MLLTe 7119 RSQUDSMEN•ia or Secimm I41161 ]NI EDITION OF TINS FIORNA BUILDING COOL /T E DESIGNED TO WMWAND IN MFU RXPOSURS 0 "D LOAM MINIMUM DESIGN FRWNSRSi.POR OF'SNNGS E a15.l, -ILL ►SF, ALL, CONFISCTIONB INLAYS BRIM. CHWUND TO Wf"WAMD ALL A►iLICABLZ LOADL DaSIGN MIND LOAD M 120 MPH WITH 9"4P% FACTORL MST UPLIFT DUWN ►RESSURR SHALL 11E 30 PSI.09SIGN ROOF Live LOAD a H PSF L CONTRACTOR E SOLELY BLVOI431DU FOR Trls SAFETY OF THE BUSJBNG DURING CONSMU(.'r1OM f. THS CONTWTOf1rSMALL Be HELD R93FORSOU FOR HAVING V1giiED THR SiTE AND HAVING FAMR.IARQ'i0 NIM39W WiTH ALL eXINTM CONDTi'MA, ANY QU13I NXNS OR DACREPAIKW ►OW0 W1711 REGARD 10 TILE DRAWINGS SHALL, Be NRNOLIGRT TO TIME AT SIT" CW TIER AR XnWf SAVORS SUBUIRTOG A ►ROIOEAI. j 106 IT E THR CONTRACTOR SOLS RRBPONSISBLFFY TO DMRMWB OK I10A ► WCU4AU AND S$WJVWX TO IRMRE THE SAPITY O► THe BUILDNQ AND ITS COMi'ONVIT ►ARTS DURING BReC'i K THE NCLUOe& NUT E NOT LPAMM TO, THE ADDITION OW WRAT2M TEMPORARY SRACNG %O GUYS OR TOIIINIB MAY It NECLSaARY. SUC 1 MATERIAL SMALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AMR COMPLETION Of THe PROJSCT. ' it. IF MATRRi" QUANTTTU& USAMM OR SIZES INDICATED BY THE DRAWWA OR SPECWWATWM ARE NOT I1 AGREEMENT WITH Twin NOTES, THE BUTTER QUALITY ANWR GRSATSR QUANTITY, SIR9MGTi1 OIL SM INDICATeD, SPECIFIED OR MUD SMALL It PROVIDES If. PROJECT SHALL an TURNED OVER TO OWMR N CLEAN CONDITIONS MRII ALL TRASH AND DEBRIS REMOVED FROM SIR, ALL WNOOWS AND GLASS CLJIAN. ALL FLOORS CLEAN, ALL 0104198"TAL SURFAC98 DUSTED AND CLI"KIN ANO ALL TOILET AMD PLUMBING FIXTVRRS CLEAN AND IN GOOD WORKING ORDRL IR CONTTRACTM SSALI. MUL ALL Rti*MM FROM SiTS ON A AECtrldR SASE► AND SHAD. NOT ALLAYS! 09MB TO ACCUMULATE. tb CONTRACTOR To ODTAN ALL PARMFM A" MY ALL IRIS A" TAXES, (!� DUMRNSWNS INDICATED ON TIER DRAWINGS N RRFRRENCR TO IXWfINC CONDITIONS ARf BASED ON TILL 19ST AVAIWLE DATA AS PROV099 NY TOR OMNEL SA►ONA PROCEEDING 11119 ANY WORK. THE CONTRACOO 1 SNAIL HEAL VAR" ALL 004914SIOMS, GRA'DM LINIS. LSV9LS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITS TO AVOW CONSTRUCTION ERROR& . W AMY WORX A PERN3RM9111 BY THS CONTRACTOR OR ANY SUSCOWMACTORN FILM TO ADONATS ' VIRi►ICATION Of AML4rANA DATA, ANY RESULTANT EXTRA COAT FOR AWURTMRKT O/ WORK SMALL NR THIN RES PONS00JI'T Oi THS CO"R"WL IA A DUIGNATSD L.00AM14 ►ON 1'TORACR OF CONSTRUCTION MATERIAL AMD 9QUIPSM14T SHALL BE DgnRMNID BY THE OWNgL IT. CONT•RtiCiUR d RLSPONSOyLE FOR SCHRDUUNG DELMRY, RLCtWNG, UNLOADING, STORLNG. PLACING AND PROTZCT1 IG ►ROM DAMAGE ALL NAM 9QUWMS14T AND MATERIALS FURMISHLD BY THE CONTRACTOR, OR BY TH% OWNER FOR TWA CONTRACTORS USL POUNDAiIOMs i. SUBSURFACE SOIL CONDiiiONS N►QRMATIOPI d NOT AVAR.AaLL FOUNDATION DESIGN D BASED ON AM A83UMLD ALLOWAiLE BEARING P0193SURt Of 10" MY AND SHALL BR Y IRWIRD BY A GEOTECHNICAL INGNIRR REGEUZltED N To& STATE OF FLARIAL L ALL REQIIDRIMR(NTS FOR SIT% PREPARATION AND SOIL COMPACTION SPIC919D N THE SOiLS REPORT SHALL /R FOLLOWED UNLESS ADDrr1ONAL MORE STRING914T REQUIREMENT! ARE SFRCWMD. NOTiIY ARCHITECT IF ►OVNDATION CONDiY ONS ENCOUMMARD DWYER FROM SOiL'S EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. SOIL SHALL St COMPACTED TO A MINIMUM OF "% OF MAXIMUM MODIFISO PROCTOR DENSITY. 4. ALL FOOTINGS SHALL at CENTERED UNDER THE COLUMN OR WALL ADOVL UNLESS NOTED OTHIRWISL L BACK►" AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THIS WALL UNLESS THE WALL 0 FULLY BRACED BY THit CONTRACTOR FOR LATERAL PR953URL SUCH BRACING, NCLUDNG iTS DESIGN, E THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SL.AS OR OTHER STRUCTURAL ELEMENT S1;ACEvi; THR WALL HAS BRIN CONSTRUCTED TO THR SATISFACTTOM OF THE ARCHITECT- 0X N PLACE CONCRITe 1. ALL CONCKM SMALL HAVE THE FOL60WNG MINIMUM COMPREIMIYE STRENGTH AT 21 DAYSi SL.AD ON GRADE ANN FOOTINGS 36" PSI REMAINING C014CRKTZ 310 PSI 1. ALL CONCRLTI SHALL HAY% A SLUMP OF 4' PLUS OR MINUS V. AND HAVII ] TO 4% AIR ENTRAINMENTS, AND A MAXIMUM WATtR/CEMENT RATIOOF I-S& 3. CONCXr1d MIX OESIGR SHALL aE by ACCORDANCE WITH THU LATLU 90in1ON OF ACI J01 CHAPTER 3, M91MOD 1 OR ME'fIIOD L SUBMIT SACMUP DATA AS REQUIRED BY CHAPTER 5 SECTION !,3 OF THt LATEST RDiTXIN Of ACI Sia 4, ALL 11.3' NiMORCNG STEEL $HAL.L 19 NRS NEW DOMM DEFORMED BIL..o7 371E1. CONFORMING TO ASTM Adl! GRABS N. R ALL CONCRETE WORK SHALL MR N ACCORDANCE WiTH 'THE BUfi.DING C009 RRQIIHREMENTS FOR RRNFORCSO CONCUSTE" ACI418 LATEST RDirION. AND "SPECWWATIONS FOR STRUCTURAL CONCRLTS FOR BUILDINGS," ACi 391. 4. WHZR1i eAA LENC•nU ARE GrYLN ON THIN DRAWIiG%THt LINGTH OF ANY HOOK. Or 44Q000D, M NOT INCLUDNIL HOOIW SHALL $L PROVIDED AT DISCONTINUOUS SODS OF ALL TOP SAIL$ OF BEAMS AMD AT SLANG EDGES, 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS. BOLSTERS, ETC. NECLSSAIIY TO SUPPORT RENFORCNG S"9L SUPPORT ' ITEMS wHIC'R BEAR ON EXPOSED CONCRile SURFAC93 SHALL "Avg ENDS WHICH ARIL PLASTIC TIPPED OR STAINLESS sTscl. 1. CONTRACTOR SHALL PROViDR 314 INCH CHAMFER ON ALL. EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHRRWINR INDICATED ON THE ARCHITECTURAL DRAWINGS. f. THt FOLLOWING MINIMUM CONCRETE COVER SHALL It PROVIDED FOR REN►'ORCIMRNT: !• CONCRETE CAST AGAINST AND PERMANtNTLY EXPOSED TO EARTH. 3" CONCRETE EXPOSED TO EARTH OR WEATHER" THROUGH FIB BARS ' 1IA- ALL OTHER CASES i It. MINIMUM LAP SLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE IOTZD ON THE DRAWINGS, 11. W%LDED WiNS FABRIC SHALL CONFORM TO ASTM A -IS& WWF SHALL BS LAPPED AT LEAST /- AND CONTAIN AT LEAST ONL CROSS WIRE 1Yi M THE 1", ALTERNATE FIBKRMIISH 1994FORC14G SMALL NI COMMRRCIAL GRADL 1 . CONTRACTOR SHALL VERIFY LOCATIONS of ALL OPINING& SLIRM ANCHOR MOLTS, INSIRTS, RTC, AS REQUIRED BY OTHER TRADES BrrONte CONCRM E PLACES 13. HORIZONTAL WALL, ■EAM AND FOOTING BARS SHALL BL BENT 1'-V AROUND CORNERS OR CORNER BARS WITH ]'-NI- LAP SHALL ■R PROVDED. 14. ALL REINFORCING DETAILS SHALL CONFORM TO -MANUAL 0► STANDARD ►RACM1 FOR DETAILING RINFORCID j CONCRETE STRUCTURES" AC131S LATEST EDITION, UNLESS DRTARAD OTHERWISE ON THESE PLANS, IL CONTRACTOR WALL RAY" ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SM A14D LOCATION OF EMBEDDED rrEMS, SLLLYES, SLAS DEPR93BION& SLOPES, RTC. RZQ41MID BY OTHER TRADE& THESE ITEMS HALL BE FURMEHRD AMD ' INSTALLED PROM TO PL.ACIMBNT OF CONCARTL 14. FOR REAM& LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OYES THE MINIVAN, UNLESS NOTED OTHERWISE iT. 4 934 G LABORATORY SHALL SUBMIT ONE COPY OF ALL CQNCRM TEST REPORTS DIRK TO THE ARCHITECT. li WINDOW SCHEDULE A .It 8 3 window sin remarks i V-(rw x 5-7h Rod M mku" Pretlnialled **W Fbad i S1=kRlm 2 Y4*w x T4M Fbwd Akx *wm PnAniBlled **W Fbad, gim d alurninm CODE DATA - Corporate Haunro 2001 Florida Building Code 2001 Florida Fire Code Wind Speeds 110 mph Table 500 Occupancy Special Storage Type Construction Type IV Unprotected, UnSprinkled Allow-td Pr wi Building Area 16,000 sf per floor 9AS sf Max; No. of Stories 2 1 Max. Hgt in Feat SS' (no limit per sub•letter'g') 26'-6" (roof peak) Fire Protection Requirements (Table 600) Party and Fire Wells _4 hours Interior Bearing Walls 0 hours Columns . 0 hours Beams. Girders etc 0 hours Floor Ceiling 0 hours Roof Ceiling 0 hours Exterior Bearing & Non -Bearing Walls 0' to 3' 1 hour ( 0%) 3' to 10' 1 hour (10%) 10' to 20' NC (20%) 20' to 30' -- NC, (40%) +30' NC (NL) ocC nny Analxsli Storing of private aircraft without major maintenance. V DOUR SCHEDULE -go door sin 'v °u -$v o"iI 'a .� remorb A W-W x 1&4r ovhd M11 Prem me ran . 8n and HydroW 8 70 x 10•4r ov11d Mill Preto M8 door vwkw sit trE1ctl C trwlaom Alum Pretot Tamp AkIrn UM unit hoollft -0" x 0'-0' ma Pr"w Mtl E T-W x IY- r Mill Pik, 1.5h Mr X hodWWO F Y0 x 0'-" Wd Psi to Wood "Oft O T-a x V4r Wd Pak 11Bd Wood HC w0h closer lode-ed H 7 0" x V-W Wd Pak1Bd Wood pnow eel J 3,4r x lr-d' Wood P~ 1 n01'I10 La 111111b BE#old K Z4r x 1r4r Wd PLii11Bd Wood lanerit baollvom conaln]cl & L 1401. 1 o ft#In Mtl oVhi Nt11 AyArplift NkNbA R�, 44" x 4-40"• h�Re6t~►�v �ou�s� vet• I",H�hC)& t f'S rP LT M 1D� 5� oT�? F*0411"t , pvTutcaa► �'�►►��r PAN - �pl ; IW iM __J m 2:0• o" I ,BIIIMII I�� l'YQa ® FLORIDABUILDIN9 CODE, 2001 DESIGN PRESSURES FOR OPENINGS NIUIOMIMI w �.. i im t±tlnd tN IwPh1 110 Co1RI 01 Erie Kw t*, A1chald k11pw11I11oa Factor 1.00 P»pnrd Or Erie Kwifrd y. Ale td STRUCTURES Ct101Nmeow 1 mw Trwy Fonwl leder"d 001w 6 Coef iod: 0.16 INTEWViRTIONAt, LLC Job o.«.t� ma Rod "A" (M 24 � SmildMe wow (41 TE =r L DuNdIns 126 Root M 1 Joe N.-lem 2:005.0 WALL OPENINGS NNW DSOc1wrm me a". go WID! P""SLIsta PRESSUIIR A 001*10 d 5 10 e0 4 1e.11 -11e.2 • omhuda~ 5 43 S 1 o Zia -2es C EnNyDBOWFUUM 4 4 e a 2" •21LE Hobw h6old 5 3.33 3 G'6? 2SJ 33 2 orate o 1 1 Fbwd WhWm 5 5.5 4 5 25.0 -33.2 2 Fbwd Wkldm 5 5.5 3 5 tea 312 0 - pp-p- -1=I•d61 µEZA2.EP �AZX -L- !:, L>-'r ­5 P� viNY_L vvt�pp�n IN 5U�r1,61�1 � 4�F• �'4Qo��rfr 5 c1.s,�F-� '�gGKP-t'� I��I.al..�tLv►�1 e'-4! ow I'M I•© l�111 IWA ��� �\`lam\\�M�+?t`14:.. ........•:.:: ..NNN N: \...v,, jolt$ L A', �� L I e I"OM F-l000OIZ- Fi,aN S 51 Tr-- J�`f 'OT�}5p5t f°f'- 5rpr- �• 1.�.`YE•145 �/8u `t'YP t�' k' laY�, l�c� -till mv . Y � lY 1 J Ian �•�i pRl;��a fi_, 6 7 r--1 I - � I WNW - I 'jl•D" '�1.0' 1 ,00frlT APB FI !.mil.. 6^V4" (� , lop 4 is 12 �d•o' 1 M w. �- pY t T p1 r �I';4(e�1 :�11:41(WA:�'4tl• iII3h , t� 3 - .0 •> ! Sanfor Fire PrIlvenU My. Date: a===urrt�.$...__ _.._....... .............. .011 dwvim� REVISIONS /00't opTlvNat- � Ei'ILpPaN D 1 N �- _Jj�G151e C-�T 5 INC lip S t rr I Nh�-a W o i0 iNT-W . A -it DRAWN CHERED DATE SCALE PROJECT M� Nt7. �02. MAY � � SHEET 4000. L-J a t COMM CONSULI o .. 407 M i I g M (407) e"-7"2 FAX F�1 0 i s - :�-� NT�_-.ice• poWN 2 •(r 1 "Tio I Flop FP ■ I � ,I / II II ll N _. _ � � .�-2 /�� � � �. � � %'� tom► 7 IWO • tie r i O rj O t W O C 8 a i • 0 .9 2 XE 3 0 v E b W � � o 21 � � A e� 0 b o 0 REVISIONS Y C1 0 a t I• v 2 1N i✓1o(z...:.4I; DRAWN .,. C ECKE.Q. SCALE 46 h1�JVatJ PROJECT No. G x SC SHEET c Li W ELECTRICAL FLOOR PLAN NOTES OROUTE THREE (3) M2 THWN, CU. TO THE PANEL AS NOTED VIA PHOTOCELL FOR CONTROL 25 PROVIDE, INSTALL AND CONNECT A THIRTY AMP (30A), 240 VOLT, TWO (2) WIRE, NEMA OF THE TYPE 'K' AND TYPE 'J' LIGHTING FIXTURES. PROVIDE, INSTALL AND CONNECT A 1, NON -FUSED DISCONNECT SWITCH FOR THE ELECTRIC WATER HEATER AS NOTED. PHOTOCELL EQUAL TO INTERMATIC'K4321C, FLUSH MOUNT AS HIGH AS POSSIBLE ON ROUTE A ONE-HALF INCH (1/2') CONDUIT WITH THREE (3) M0 THWN, CU. TO THE PANEL THE NORTHWEST CORNER OF THIS BUILDING. AS NOTED. VERIFY THE EXACT LOCATION FOR THIS DISCONNECT SWITCH WITH THE 20 PROPOSED LOCATION OF THE FIVE (5) HORSEPOWER, 220 VOLT MOTOR AND PLUMBING CONTRACTOR CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOOR 26 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND THIRTY AMP (30A), ( PROVIDE, INSTALL AND CONNECT A 240 VOLT, NP., NEMA I, SIN, 60 AMP DISCONNECT 250 VOLT, POLARIZED RECEPTACLE FOR CONNECTION OF THE DRYER LOCATE THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR ROUTE THREE (3) SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR SURFACE MOUNT THE DISCONNECT SWITCH AT SIX FEET ((o'-O') ABOVE FINISHED FLOOR TO 010 THWN, CU. IN A ONE-HALF INCH (12') CONDUIT TO THE PANEL AS NOTED. BOTTOM OF THE ENCLOSURE. ROUTE A THREE-QUARTER INCH CONDUIT WITH TWO (2) 08 THWN, CU. AND ONE (1) 10 THU.N, CU., GROUND TO THE PANEL AS NOTED. 27 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND TWENTY AMP (20A), PROPOSED LOCATION OF THE NEW PANELS FOR THIS BUILDING. THESE PANELS SHALL 125 VOLT, RECEPTACLE FOR CONNECTION OF THE WASHING MACHINE. LOCATE THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR ROUTE THREE (3) BE SURFACE MOUNTED ON THE EXTERIOR OF THE BUILDING AND SHALL BE PROVIDED 12 THWN, CU. IN A ONE-HALF INCH (1/29 CONDUIT TO THE PANEL AS NOTED. WITH NEMA 3R ENCLOSURES. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR LOAD AND EQUIPMENT INFORMATION, 28 PROVIDE, INSTALL AND CONNECT A MANUAL MOTOR STARTER IN A FLU& MOUNTED O PROPOSED LOCATION OF THE EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE. MOUNT THIS A CONCEALED CONNECTION C THE WALL MOUNTED AIR OUTLET BOX. REQUIRED. HANDLER AS REQUIRED. COORDINATE UJitl-{ THE NvAC CONTRACTOR FOR THE EXACT WALL. FIXTURE AS HIGH AS POSSIBLE ON THE WALL. VERIFY THE EXACT LOCATION AND LOCATION AND CONNECTION REQUIREMENTS. THE MOTOR STARTER SHALL BE THIRTY MOUNTING HEIGHT WITH THE OWNER PRIOR INSTALLATION AMP (30A) RATED EQUAL TO SQUARE D, CLASS 2510 AND SHALL BE PROVIDED WITH A OROUTE THREE (3)12 THWN, CU., IN A ONE-HALF INCH (1/2') CONDUIT TO PANEL AS PILOT LIGHT. ROUTE THREE (3) M0 THUJN, CU. IN A ONE-HALF INCH (1/29 CONDUIT TO THE PANEL AS NOTED. NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. OPROVIDE A SURFACE MOUNTED PUSHBUTTON FOR CONTROL THE AUTOMOBILE 29 PROVIDE, INSTALL AND CONNECT A 250 VOLT, 30 AMP, NEMA 3R, FUSED DISCONNECT SWITCH AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE OVERHEAD GARAGE DOOR OPENER MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (481) ABOVE FINISHED FLOOR TO THE BOTTOM. PROVIDE INTERCONNECT CIRCUITRY CONDENSING UNIT FOR SHOP A/C UNIT. VERIFY THE EXACT LOCATION AND CONNECTION WITH THE H.V.A.C. INSTALLER PRIOR TO ROUGH IN FOR THIS CONDENSING AS REQUIRED, TYPICAL OF TWO (2) THIS BUILDING. UNIT. ROUTE A ONE-HALF INCH (1/21) CONDUIT WITH THREE (3)10 THWN, CU. PROVIDE A SURFACE MOUNTED JUNCTION BOX AND FLEXIBLE CONNECTION TO TO THE PANEL AS NOTED. PROVIDE WEATHER-PROOF FLEXIBLE CONNECTION FROM OVERHEAD AUTOMOBILE DOOR OPENER ROUTE THREE (3)12 THWN, CU. IN A ONE- THE DISCONNECT SWITCH TO THE CONDENSING UNIT.t HALF INCH (1/21) CONDUIT TO THE PANEL AS NOTED AND PROVIDE FLEXIBLE CONNECTION TO THE OPENER AS REQUIRED. TYPICAL OF TWO (2) THIS BUILDING. 30 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET AND THIRTY AMP (30A), 250 O9 PROVIDE AN OUTLET BOX FOR INSTALLATION OF A FUTURE CEILING PADDLE FAN BY VOLT, POLARIZED RECEPTACLE FOR CONNECTION OF THE GROUND POWER UNIT. OWNER PROVIDE AONE-HALF INCH (121) CONDUIT TO THE LINEAR SLIDE FAN SPEED MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR CONTROL UNIT AS REQUIRED FOR THIS FAN. ROUTE THREE (3) 10 THWN, CU. IN A ONE-HALF INCH (12-) CONDUIT TO THE PANEL AS 10 ROUTE THREE (3)12 THWN, CU. IN A ONE-HALF INCH (129 CONDUIT TO THE LIGHTING NOTED. CIRCUIT AS NOTED FOR NORMAL POWER (120 VOLT) TO THE EXIT LIGHT, COMBINATION EXIT/EMEi;;*ENCY LIGHT OR EMERGENCY LIGHT FIXTURE AS NOTED. THIS CIRCUIT 31 PROVIDE A ONE-HALF INCH (129 CONDUIT WITH PULL -WIRE FROM THIS AREA TO THE SHALL BE CONNECTED TO AN UNSWITCHED LEG OF THE LIGHTING CIRCUIT. PANEL AS NOTED FOR FUTURE INSTALLATION OF THE BATHROOM. STUB THE CONDUIT INTO THE CEILING OF THIS AREA AND LABEL BOTH ENDS OF THE PULL -WIRE. 11 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND FOUR (4) PORT AS TELECOMMUNICATIONS OUTLET (T/0) AS REQUIRED. LOCATE THIS DEVICE AT 32 PROVIDE, INSTALL AND CONNECT A FLUSH OUTLET BOX AND CONNECTION FOURTEEN INCHES (149 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE BOX REQUIRED FOR PLUGMOLD. THE PLUGMOLD SHALL BE LOCATED AT SIX INCHES (69 ROUTE A ONE INCH (11) CONDUIT WITH THREE (3) CATEGORY 6 CABLES FROM THIS ABOVE THE COUNTER BACK SPLASH AND SHALL HAVE A SINGLE RECEPTACLE EVERY DEVICE TO THE TELEPHONE TERMINAL BOARD (TTB) AND PROVIDE CONNECTION TO SIX INCHES ((o') ON CENTER HORIZONTALLY. THE PATCH PANEL A$ REQUIRED. THIS DEVICE AND ALL CONNECTORS SHALL BE CATEGORY 6 RATED. THE COLOR SELECTION OF THIS DEVICE SHALL BE UNITE, OR AS 33 LOCATE THIS FIXTURE AS HIGH AS POSSIBLE ALONG THIS WALL, COORDINATE THE DIRECTED BY THE OWNER VERIFY THE EXACT LOCATION, HEIGHT AND COLOR PRIOR EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION. TO INSTALLATION. 34 PROVIDE, INSTALL AND CONNECT A FLUSH OUTLET BOX AND DIMMER CONTROL AS 12R PROVIDE, INSTALL AND CONNECT A WALL OUTLET BOX AND TELEPHONE JACK AT REQUIRED FOR THE TYPE 'G' LIGHT FIXTURE NOTED. THE DIMMER SHALL BE LINEAR SLIDE TYPE AND SHALL BE HOUSED IN THE SAME WALL BOX AS THE SWITCH AND FOURTEEN INCHES (149 ABOVE THE FINISHED FLOOR ROUTE A ONE-HALF INCH (129 CONDUIT WITH ONE CATEGORY 6 CABLE To THE TTB AS NOTED. VERIFY THE EXACT FAN SPEED CONTROLLER PROVIDE A COMMON COVER PLATE FOR ALL THREE (3) DEVICES AT THIS LOCATION. ALL THREE (3) DEVICES SHALL BE WHITE. LOCATION, HEIGHT AND COLOR PRIOR TO INSTALLATION. 13 PROVIDE, INSTALL AND CONNECT A WALL OUTLET BOX AND TELEPHONE JACK AT 35 PROVIDE, INSTALL AND CONNECT A SURFACE OUTLET BOX A$ REQUIRED FOR CONNECTION BIG ASS FAN. VERIFY MOUNT HEIGHT WITH OWNER PRIOR TO INSTALLATION. FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR ROUTE A ONE-HALF INCH (1/29 CONDUIT WITH ONE CATEGORY 6 CABLE TO THE TTB AS NOTED. VERIFY THE EXACT LOCATION, HEIGHT AND COLOR PRIOR t0 INSTALLATION. 36 PROVIDE A DUPLEX RECEPTACLE FOR CONNECTION OF OWNER PROVIDE UNDER COUNTER REFRIGERATOR VERIFY EXACT MOUNTING HEIGHT WITH OWNER PRIOR TO 14 PROPOSED LOCATION OF THE TELEPHONE TERMINAL BOARD (TTB) FOR THIS BUILDING. ROUGH IN OF THE BACK BOX VERIFY THE EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION. PROVIDE A ON THE WALL 31 PROVIDE, INSTALL AND CONNECT A DUPLEX RECEPTACLE ABOVE THE COUNTER MARINE GRADE, PRESSURE -TREATED PLYWOOD BACK BOARD MOUNTED AND PAINTED TO MATCH THE COLOR OF THE WALL. THE BOARD SHALL BE A MINIMUM BACKSPLASH. VERIFY THE EXACT HEIGHT FOR THIS DEVICE WITH THE COUNTER INSTALLER OF TWO FEET (2'-09 WIDE BY FOUR FEET (4'-09 HIGH. ROUTE TWO (2) TWO INCH (29 A4ND OWNER PRIOR TO ROUGH IN OF THE BACK BOX CONDUITS FROM THE TTB TO THE OUTSIDE BUILDING TERMINAL (OBT) AS REQUIRED FOR 'MASTER 38 PROVIDE, INSTALL AND CONNECT A JUNCTION BOX ABOVE THE CEILING AND ROUTE THE NEW INCOMING TELEPHONE/pATA/CABLEVISON SERVICE. REFER TO THE A FOUR (4) CONDUCTOR 'STO' CORD DOWN TO A PAIR OF SINGLE (1) TWIST -LOCK ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR ADDITIONAL INFORMATION AND RECEPTACLES N A SINGLE (1) CAST BOX THE 'STO' CORD SHALL HAVE'12 AWG, LOCATIONS. COPPER CONDUCTORS. THE RECEPTACLES SHALL BE MOUNTED IN A CAST BOX 15 PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER WITH A STAINLESS STEEL COVER PLATE. THE ASSEMBLY SHALL BE MOUNTED 50 TOP FOR THE GARBAGE DISPOSAL. PROVIDE CONNECTION TO THE SWITCH. ROUTE THAT THE BOX IS SEVENTY-EIGHT INCHES C159 ABOVE THE FINISHED FLOOR TO THE THREE (3)12 THWN, CU, IN A ONE-HALF INCH (129 CONDUIT TO THE PANEL AS NOTED. CENTER -LINE OF THE DEVICE. REFER TO THE 'PENDANT RECEPTACLE MOUNTING VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION. DETAILS' FOR ADDITIONAL INFORMATION. 16 PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION Box BELOW THE COUNTER TOP FOR THE UNDER COUNTER DISHWASHER ROUTE THREE (3) 012 THWN, CU. IN A 39 PROVIDE A SINGLE (1) CLOCK RECEPTACLE, RECESSSED IN WALL, FOR CONNECTION ONE-14ALF INCH (121) CONDUIT TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION. OF OWNER PROVIDED BIG SCREEN TV. VERIFY EXACT MOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION, PROVIDE AN EXTRA ONE-HALF INCH (12') CONDUIT FOR CONNECTION TO SATELLITE DISH. PROVIDE A COAXIAL CABLE AS REQUIRED, 17 PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER TOP FOR THE UNDER COUNTER ICE MAKER ROUTE THREE (3) 12 THWN, CU. IN A ONE- HALF INCH (1/29,CONDUIT TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION AND O PROVIDE, INSTALL AND CONNECT A QUADRAPLEX RECEPTACLE ABOVE THE COUNTER MOUNTING HEIGHT PRIOR TO INSTALLATION. BACKSPLASH, VERIFY THE EXACT HEIGHT FOR THIS DEVICE WITH THE COUNTER INSTALLER AMP, 02 AND OWNER PRIOR TO ROUGH IN OF THE BACK BOX IS PROVIDE, INSTALL AND CONNECT AGROUND -FAULT CIRCUIT INTERRUPTER, 20 VOLT, SINGLE RECEPTACLE FOR CONNECTION OF THE OWNER PROVIDED MICROWAVE. 41 PROVIDE AN EMPTY ONE INCH (19 CONDUIT TO PANEL 'C8' FOR CONNECTION OF FUTURE LOCATE THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO AIR COMPRESSOR AND RELATED EQUIPMENT. VERIFY EXACT LOCATION WITH OWNER THE BOTTOM OF THE BOX. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITH PRIOR TO ROUGH IN OF THE BACK BOX THE OWNER PRIOR TO INSTALLATION. 42 PROVIDE, INSTALL AND CONNECT SMOKE DETECTOR 19 PROVIDE A DUPLEX RECEPTACLE AT FIFTY-FOUR INCHES (549 ABOVE THE FINISHED FLOOR FOR CONNECTION OF THE OWNER PROVIDED REFRIGERATOR 43 PROVIDE AN EMPTY ONE INCH (19 CONDUIT TO PANEL 'CS' FOR CONNECTION OF FUTURE 20 PROVIDE, INSTALL AND CONNECT A GROUND -FAULT CIRCUIT INTERRUPTER, DUPLEX AIR CONDITIONING UNIT. VERIFY EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. RECEPTACLE ABOVE THE COUNTER BACK SPLASH FOR KITCHEN EQUIPMENT. VERIFY O PROVIDE TWO (2) ONE-HALF INCH (1/2') CONDUIT, ONE TO WORKSHOP AND ONE TO OFFICE THE EXACT HEIGHT FOR THIS DEVICE WITH THE COUNTER INSTALLER PRIOR To ROUGH AREA FOR CONNECTION OF SATELLITE DISH TO TELEVISIONS IN W'ORKeHOP AND OFFICE. IN OF THE BACK BOX. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 21 PROVIDE CONNECTION OF THE BATHROOM EXHAUST FAN. THE FAN SHALL RUN WHEN THE LIGHT IS ON AND SHALL CONTINUE TO RUN FOR TWO (2) MINUTES AFTER THE 45 PROVIDE EMPTY ONE-HALF INCH (121) CONDUIT TO PANEL 'CS'. STUB UP IN WALL FOR LIGHT IS TURNED OFF. PROVIDE A TIMER SWITCH AS REQUIRED TO ACCOMPLISH THIS CONNECTION OF FUTURE FAN. VERIFY EXACT LOCATION WITH OWNER PRIOR TO OPERATION. THE SWITCH SHALL BE TOGGLE TYPE. INSTALLATION. 22 PROVIDE, INSTALL AND CONNECT A DUPLEX RECEPTACLE ABOVE SHELVES/CABINETS. O PROVIDE EMPTY ONE INCH (I-) CONDUIT TO PANEL 'CV. STUB UP FOR CONNECTION OF VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION. FUTURE FAN VERIFY EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. 23 PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 3R, FUSIBLE DISCONNECT SWITCH FOR THE CONDENSING UNIT AS NOTED. FUSE THE 47 PROVIDE OUTLET FOR CONNECTION OF OWNER PROVIDED GRINDER VERIFY EXACT DISCONNECT SWITCH WITH D.E. FUSES AS REQUIRED BY THE A/C NAMEPLATE, ROUTE LOCATION AND MOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION. A THREE-QUARTER INCH (3/41) CONDUIT WITH THREE (3) 08 THWN, CU. TO THE PANEL AS NOTED. PROVIDE WEATHER-PROOF FLEXIBLE CONNECTION FROM THE DISCONNECT 4S PROVIDE OUTLET FOR CONNECTION OF OWNER PROVIDED DRILL PRESS. VERIFY EXACT SWITCH TO THE CONDENSING UNIT. LOCATION AND MOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION. 24 PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 1, NON -FUSED DISCONNECT SWITCH FOR THE AIR HANDLER AND HEAT STRIP AS NOTED. ROUTE A THREE-QUARTER INCH (3/41) CONDUIT WITH THREE (3) V THWN, CU. TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION FOR THIS DISCONNECT SWITCH WITH THE H.VA.C.. INSTALLER NOT : THE CONTRACTOR IS INSTRUCTED THAT ALL OF THE ELECTRICAL DEVICES WITHIN THE AIRCRAFT HANGARS OF THIS BUILDING WILL BE MOUNTED AT A MINIMUM OF FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE, UNLESS NOTED OTHERWISE ON THIS DRAWING. THIS INCLUDES THE RECEPTACLES, PUSHBUTTONS, DISCONNECT SWITCHES AND LIGHT SWITCHES. THE ELECTRICAL CONTRACTOR SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE POSSIBLE AND HOLD AS TIGHT TO THE BOTTOM OF THE ROOF STRUCTURE A$ POSSIBLE. ALL RECEPTACLE .CONDUITS SHALL BE ROUTED BELOW THE FLOOR AND UP IN THE WALL TO AVOID PENETRATING THE FIRE RATED WALL WITH THE CONDUIT. WHERE AN ELECTRICAL CONDUIT PENETRATES A FIRE RATED WALL, THE ELECTRICAL CONTRACTOR SHALL SEALED THE PENETRATION IN ACCORDANCE WITH THE REQUIREMENTS OF UL, SYSTEM No. W-L-1001 OF THE 2003 FIRE RESISTANCE DIRECTORY. AVOID AS MANY PENETRATIONS AS POSSIBLE. 1 24 \ Cl-15:11 IIII 1 w F E E II! DOWN TO SWITCH ON FIRST FLOOR 1 5 � 11 � I op 1111111liq I 111�111:: g■`�` 1 kilmul - I C1-13 G7-9:11 21 26 � \/ NX C8-4 / Ct--r l 14 TO CCTV-PB1 ca-a -�- PANEL 'C8' PANEL 'Cl' — METER I -2(o I ............... G8-24. . ter' F CS-11 C8-18 39� j AHU-I C8-3d ' C8-8 Cl-3 - 24 ' EE `• -, C7-2&`... f 1 16 >w GFI' I 25 t GFI C84z� 12 C8-6 II C1-32 C8-12 1 1 E ! PARTIAL ELECTRICAL FLOOR PLAN ® CORPORATE HANGAR TYPE 2 SCALE : 1/8' - 1'-0' 6 � I I/ 5 €1 E o.......... ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2 NOT : REFER TO 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR ADDITIONAL POWER AND SYSTEMS WORK IN THIS AREA. 1 � U L ERIC D. AB0007961 o ARC UTECl'URE CONSTRUCTION AIMINOMTION CONSULTANT W o P.O. BOX 561227 ORLANDO, FLORIDA 32856 e = 407 898-6664 407 898-7992 FAX m :a 0 ® t U 0 C 4, CE 03 E m m O U 0 �xm mo 0 V '"00 0 Z zv ® qmA v 0 E O m C Cn i CCi � v m ,c o na O 0in •�' bl U 0 GO 4-4 I E­' � tip O - :1 �qv� rd t a� 'v 4-4 ® cd A 9 I A4 � ® ® Cn Cn 1 0 a m r >r 0 m c c 0 U s DRAWN o AW HOLLOWAY ! CHECKED ® FiAROIeD R CONDO DATE MAY 3, 2004 SCALE H A3 NOTED PROJECT NO. WPC-i x E CMAL• a Y 2 AND NOTES SHEET W SCALE_ : 1/8' - I'-0' SCALE : 1/8' = I'-0' PROJECT ELECTRICAL GENERAL NOTES 1. ALL CONDUIT ROUTED CONCEALED INSIDE OF THE BUILDING WALLS OR ABOVE A 16, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND BACK - CEILING MAY BE 'ENT'. ALL CONDUIT ROUTED EXPOSED IN THE HANGARS SHALL BE BOX SYSTEM FOR THE INSTALLATION OF THE AIR CONDITIONING SYSTEM GALVANIZED RIGID STEEL. THE MINIMUM 51ZE FOR ALL CONDUITS SHALL BE ONE- CONTROLS. THIS WILL INCLUDE ALL REMOTE TEMPERATURE SENSORS, TIME HALF INCH (1/2') EXCEPT AS OTHERWISE NOTED. CONDUITS ROUTED BELOW GRADE CLOCKS, THERMOSTATS, CONTROL RELAYS, SMOKE DETECTORS AND OTHER SHALL BE 'PVC' AND SHALL BE BURIED A MINIMUM OF TWENTY-FOUR INCHES (24') RELATED ITEMS. PRIOR TO INSTALLATION, THE ELECTRICAL CONTRACTOR SHALL BELOW THE FINISHED GRADE UNLESS THEY ARE BENEATH A DRIVE AND THEN THEY VERIFY THE EXACT LOCATION($), MOUNTING HEIGHT(S) AND CONNECTION SHALL BE A MINIMUM OF THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE. THE REQUIREMENTS WITH THE MECHANICAL (HVAC) CONTRACTOR 'PVC' CONDUIT MAY PENETRATE A SLAB, BUT SHALL NOT BE USED IN51DE OF THE BUILDING. ALL EXPOSED CONDUITS ROUTED OUTSIDE OF THE BUILDING (ON WALLS, 11, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A THE ROOF, ETC.) SHALL BE GALVANIZED RIGID STEEL WITH THREADED FITTINGS. RECORDED TEST OF THE INSTALLED GROUNDING SYSTEM AT THIS FACILITY. THE ALL EXPOSED CONDUITS INSIDE OF THE BUILDING MAY BE 'EMT' WHERE THE TESTING PROCEDURE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CONDUIT 15 A MINIMUM OF FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR 'IEEE' AS REQUIRED FOR THE GROUNDING SHOWN. PROVIDE A TYPED COPY OF THE ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH THE SURFACE ON WHICH TEST RESULTS WHICH IDENTIFIES THE TESTS PERFORMED AND THEIR SPECIFIC THEY ARE ATTACHED. RESULTS. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE BID DATE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. THESE DRAWINGS DO NOT ATTEMPT TO IDENTIFY ALL OF THE EXISTING CONDITIONS. PRIOR TO THE BID, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AND THE PROJECT ARCr ITECT, IN WRITING, OF ANY EXI5TING CONDITION WHICH WILL PREVENT THE CONTRACTOR FROM INSTALLING: THE POWER, LIGHTING AND INSTALLED SYSTEMS SHOWN IN THESE CONSTRUCTION DOCUMENTS. 3. COORDINATE ALL ELECTRICAL CONSTRUCTION WITH THE PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK, VERIFY ALL FINAL AND EXACT LOCATIONS FOR THE MAJOR ITEMS OF EQUIPMENT SHOWN IN THESE DOCUMENT$. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF THE INTENDED WORK SCHEDULE. IF REQUIRED, THE ELECTRICAL CONTRACTOR SHALL WORK EVENINGS AND WEEKENDS TO ACCOMMODATE THE OVER-ALL COMPLETION SCHEDULE AT NO ADDITIONAL COST. THE SCHEDULE SHALL BE ESTABLISHED BY THE GENERAL CONTRACTOR 4. PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR PATCHING ANY FIRE -RATED ASSEMBLY WHICH WILL BE PENETRATED BY THE WORK OF THIS DIVISION. WHERE A CONDUIT, CABLE, PANEL OR BACK BOX IS REQUIRED TO PENETRATE A FIRE -RATED ASSEMBLY, THE ELECTRICAL CONTRACTOR SHALL SEAL THE PENETRATION WITH A U.L. LISTED AND APPROVED FIRE -PROOFING COMPOUND OR A U.L. LISTED AND 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 Ul. DIRECTORY FOR THE APPLICABLE ASSEMBLY. 5. THE ELECTRICAL CONTRACTOR SHALL CONTACT MR MARK POLLACK (352-334-3400) WITH FLORIDA POWER AND LIGHT, AND MR MARTIN NODE (401-321-0441) WITH BELL SOUTH FOR THE CORRESPONDING SERVICE TO THIS SITE. PROVIDE COORDINATION WITH THE CORRESPONDING UTILITY COMPANY FOR INSTALLATION AND FINAL CONNECTION OF THE NEW POWER AND TELEPHONE SERVICES. VERIFY THE REQUIREMENT5,FOR INSTALLATION OF THE SECONDARY CONDUITS AND FOR CONNECTION OF THE SECONDARY CONDUCTORS WITH THE POWER COMPANY. PROVIDE ALL CONDUITS AND CONDUCTORS REQUIRED BY THE POWER COMPANY FOR INSTALLATION OF NEW METERS AT THIS FACILITY. INCLUDE THE COST FOR PRIMARY AND SECONDARY CONDUITS AND CABLES AS REQUIRED BY LOCAL POWER COMPANY. 6. ALL MATERIALS FOR THI5 PROJECT SHALL BE NEW AND FREE OF DEFECTS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ALL ITEMS OF ELECTRICAL EQUIPMENT WHICH ARE FOUND TO HAVE A FAULT(S), A SHORT(S), ANY BREAK IN THE MATERIAL, ANY CRACK AND ALL OTHER INCONSISTENCIES. ALL PRODUCTS SHALL BEAR THE Ul. LABEL AND SHALL BE PURCHASED SPECIFICALLY FOR THIS PROJECT. 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE PHASE COLORING FOR ALL CONDUCTORS. THE COLORING MAY BE THE OUTER THERMOPLASTIC JACKET OF THE CONDUCTOR (COLORED) OR BY USING COLOR TAPE. MAKE SURE THAT COLOR IDENTIFICATIONS ARE VISIBLE AT ALL JUNCTION BOXES, PANELBOARD5, DISCONNECT SWITCHES, ENCLOSURES, CABINETS, PULL -BOXES AND EQUIPMENT TERMINATION POINTS. COLOR CODING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS ESTABLISHED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 8. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH THE OTHER TRADES ON THIS PROJECT. PRIOR TO COMMENCEMENT OF THEIR WORK, THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION, MOUNTING HEIGHT AND CONNECTION REQUIREMENTS FOR ALL EQUIPMENT PROVIDED BY ANOTHER DIVISION REQUIRING ELECTRICAL POWER OR CONNECTION TO ONE OR MORE OF THE 'INSTALLED SYSTEMS' AT THIS FACILITY. VERIFY THE EXACT CONNECTION TYPE FOR EACH ITEM OF EQUIPMENT WITH THE INSTALLING CONTRACTOR AND PROVIDE ALL REQUIRED JUNCTION BOXES, FLEXIBLE CONNECTIONS, DISCONNECT SWITCHES, RELAYS, CONTACTORS, CONDUITS AND CONDUCTORS NECESSARY FOR EACH ITEM OF EQUIPMENT TO PROPERLY OPERATE WHEN THE INSTALLATION IS COMPLETE. WHERE A QUESTION EXISTS REGARDING THE RESPONSIBILITY FOR CONNECTION OF A PARTICULAR ITEM OF EQUIPMENT, THE CONTRACTORS 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 WISE NOTED) AND ALL FITTINGS SHALL BE WEATHER-PROOF. 9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE FINAL CONNECTION OF ALL OWNER PROVIDED ITEMS OF EQUIPMENT WHICH REQUIRE POWER OR CONNECTION TO AN INSTALLED SYSTEM. VERIFY THE EXACT LOCATION OF THE EQUIPMENT AND PROVIDE CONDUITS, DISCONNECT SWITCHES, CABLES, JUNCTION BOXES, BACK BOXES, FLEXIBLE CONNECTIONS, CORDS, CAPS OR OTHER ELECTRICAL APPARATUS FOR A COMPLETE AND OPERABLE SYSTEM WHEN THE INSTALLATION IS COMPLETE. OBTAIN FROM THE OWNER ALL EQUIPMENT CUT 5HEET5 AND ARRIVAL SCHEDULES AND THE PARTICULAR ELECTRICAL REQUIREMENTS OF EACH ITEM OF EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN ON THESE DRAWINGS. 10.PRIOR TO INSTALLATION, REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION(S) OF ALL ITEMS OF ELECTRICAL EQUIPMENT WHICH ARE TO BE LOCATED IN A SUSPENDED CEILING OR ARE TO BE CONNECTED THROUGH A CEILING. WHERE A SPACE CONFLICT OCCUR$ BETWEEN TRADES REGARDING THE LOCATION FOR CEILING MOUNTED ITEMS OF EQUIPMENT, THE ELECTRICAL CONTRACTOR SHALL PREPARE A SCALED DRAWING OF THE AREA IN CONCERN AND PROVIDE THE DRAWING TO THE PROJECT ARCHITECT FOR REVIEW AND FINAL JUDGEMENT. I). 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 TO THE BID. 12, 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 (29 HIGH BY FOUR INCHES (49 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, CONTACTORS, 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. 13.ALL CONDUCTORS SHALL BE COPPER TYPE 'THWN'. THE MINIMUM SIZE FOR ALL 120/240 VOLT POWER CONDUCTORS SHALL BE #12 AWG. ALL CONDUCTORS SHALL BE PROVIDED WITH A COLOR CODING AS REQUIRED HEREIN. 14.ALL LIGHTING FIXTURES SHALL BE NEW AND SPECIFICALLY PURCHASED FOR THIS PROJECT. ALL LIGHTING FIXTURES SHALL BE THROUGHLY 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 18 PROVIDED WITH ADJUSTABLE OPTICS, THE ELECTRICAL CONTRACTOR SHALL AIM THE LIGHT FIXTURE AS DIRECTED BY PROJECT MANAGER 15.THE ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL TEMPORARY POWER AND LIGHTING DURING THE CONSTRUCTION OF THI5 PROJECT. PROVIDE A MINIMUM OF FIVE (5) DUPLEX RECEPTACLES (120 VOLT), THREE (3) 240 VOLT, 30 AMP, POLARIZED RECEPTACLES AND TEMPORARY LIGHTING ADEQUATE TO ALLOW ALL TRADES TO PROPERLY WORK AT THE SITE OR WITHIN THE BUILDING. LOCATE THESE DEVICES AS DIRECTED BY THE PROJECT GENERAL CONTRACTOR PROVIDE A TEMPORARY CONSTRUCTION SERVICE FOR THIS FACILITY OF 120/240 VOLT, SINGLE PHASE, 3 WIRE. THE ELECTRICAL CONTRACTOR MAY REUSE EXISTING TRANSFORMER$ AND PANELS TO PROVIDE THIS TEMPORARY SERVICE. THE MONTHLY COST ASSOCIATED WITH THE TEMPORARY ELECTRICAL SERVICE FOR THIS PROJECT SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. PROVIDE KINDORF CHANNEL WITH ALL -THREAD ROD HOOK FOR INSTALLATION OF THE STRAIN 000 RELIEF GRIP. MOUNT THE CHANNEL TO THE BOTTOM OF THE STRUCTURE ABOVE (JOIST OR ROOF DECK) AND PROVIDE BOLTS AND WASHERS WITH LOCK NUTS ON BOTH SIDES OF THE CHANNEL. PROVIDE A STRAIN RELIEF CONNECTOR, SIZED FOR THE CONDUIT OR CABLE AS APPLICABLE. STRAIN RELIEF SHALL BE AS MANUFACTURED BY KELLEMS, '014' SERIES, STRAIGHT MALE, SIZE AS REQUIRED. PROVIDE A 5.5. COVER PLATE FOR THE TW15T-LOCK DEVICES. MOUNT THE CIRCUIT LABELS ON THE COVER PLATE AS NOTED. — VERIFY THE EXACT MOUNTING HEIGHT, ABOVE THE FINISHED FLOOR, WITH THE OWNER PRIOR TO INSTALLATION OF THE DEVICE. ROUTE CABLE TO SURFACE MOUNTED JUNCTION BOX. CABLE SHALL BE TYPE 'STO' WITH COPPER CONDUCTORS (SIZE AS REQUIRED FOR AMPACITY). PROVIDE A CABLE STRAIN RELIEF ABOVE THE CEILING TO CABLE. REFER TO 'DETAIL OF DROP CORD CABLE SUPPORT' FOR ADDITIONAL INFORMATION. PROVIDE A PLASTIC 'TIE -WRAP' STRAP AROUND THE CABLE, CONDUIT OR OTHER RACEWAY (AS REQUIRED FOR THE PARTICULAR APPLICATION) AND AROUND THE HANGER FOR SUPPORT OF THE CABLE, CONDUIT OR OTHER RACEWAY AS NOTED. PROVIDE KELLEM5 'POLY TUFF` FLEXIBLE ENT (SIZE A$ REQUIRED FOR OD. OF CABLE) WITH STRAIGHT CONNECTOR5 ON BOTH ENDS OF EMT. ROUTE CABLE THRU FOR COMPLIANCE WITH N.E.C. ARTICLE 400-5. PROVIDE A PHENOLIC LABEL WITH THE PANEL AND CIRCUIT NUMBER FOR EACH RECEPTACLE. LABEL SHALL BE ORANGE WITH WHITE LETTERS AND SHALL BE PERMANENTLY GLUED TO THE S.S. COVER PLATE PROVIDE A SINGLE (1) , TWIST -LOCK RECEPTACLE MOUNTED IN THE CAST BOX. DROP CORD CONNECTION. NO SCALE ROUTE A CABLE TO THE SURFACE PROVIDE KINDORF CHANNEL WITH ALL -THREAD MOUNTED JUCTION BOX. ROD HOOK FOR INSTALLATION OF THE STRAIN THE CABLE SHALL BE TYPE '5TO' RELIEF GRIP. MOUNT THE CHANNEL TO THE I (AWG'12/4) WITH COPPER CONDUCTORS. BOTTOM OF THE STRUCTURE (JOIST OR ROOF DEM AND PROVIDE BOLTS, WASHERS AND LOCK NUTS ON BOTH SIDES OF THE CHANNEL. PROVIDE A CABLE STRAIN RELIEF FOR THE CABLE DROP TO THE 'CF5' STATION. THE CABLE STRAIN RELIEF SHALL BE EQUAL TO KELLEMS, '022' SERIES, 51NGLE EYE TYPE. THE ELECTRICAL CONTRACTOR SHALL SIZE THE STRAIN RELIEF FOR THE OUTSIDE DIAMETER OF THE CABLE USED. �- PROVIDE KELLEMS 'POLY TUFF' FLEXIBLE ENT (SIZE AS REQUIRED FOR O.D. OF CABLE) WITH STRAIGHT CONNECTORS ON BOTH ENDS OF EMT. ROUTE CABLE THRU FOR COMPLIANCE WITH N.E.C. ARTICLE 400-6. DETAIL OF DROP CORD CABLE SUPPORT NO SCALE LIGHTING FIXTURE SCHEDULE FIXTURE FIXTURE DESCRIPTION, MANUFACTURER AND ACCE650RIE5 TYPE A SURFACE/RECESS MOUNTED ONE FOOT BY FOUR FOOT (1'x49 FLUORESCENT LIGHT FIXTURE WITH WRAP -AROUND LENS, METAL END CAPS AND ELECTRONIC BALLAST. OWNER TO SELECT THIS FIXTURE. THE FIXTURE SHALL HVE TWO (2) T6/3500W32 WATT LAMPS. MOUNT AS DIRECTED BY OWNER B SURFACE/WALL MOUNTED, EXTERIOR INCANDESCENT TAXIWAY FLOOD LIGHT FIXTURE, WITH SELF-CONTAINED MOTION 5EN50R AND DUAL (2) ADJUSTABLE FIXTURE HEADS. THE FIXTURE AND SHIELD SHALL BE ALUMINUM AND SHALL BE MOUNTED FLUSH ON EXTERIOR WALL AS HIGH AS POSSIBLE ABOVE GRADE. THIS FIXTURE SHALL BE EQUAL TO FRIENDLY LIGHTING "$TL200H5 WITH TWO (2) 150 WATT, PAR 38 FLOOD LAMPS. THE FIXTURE SHALL BE AIMED AT NIGHT BY THE ELECTRICAL CONTRACTOR, AS DIRECTED BY OWNER, TO ILLUMINATE THE TAXIWAY. PROVIDE EACH FIXTURE WITH A RAB OSTL200 MOTION SENSOR WHICH WILL CONTROL BOTH OF THE LAMPS IN THE FIXTURE. ADJUST THE MOTION SENSOR AND THE INTEGRAL TIMER AS DIRECTED BY THE OWNER THE FINISH OF BOTH THE FIXTURE AND THE MOTION SENSOR SHALL BE AS DIRECTED BY THE OWNER. VERIFY FIN15H TYPE PRIOR TO ORDERING. C SURFACEAVALL MOUNTED, INCANDESCENT DECORATIVE BATHROOM LIGHT FIXTURE, WITH LAMPS AS REQUIRED. THE CONTRACTOR SHALL ALLOW FIFTY DOLLARS ( s50.00) FOR EACH FIXTURE TO BE SELECTED BY THE OWNER THIS FIXTURE SHALL HAVE A MAXIMUM OF ONE HUNDRED WATTS AND SHALL BE MOUNTED ABOVE THE MIRROR OR AT SEVEN FEET (1'-09 ABOVE THE FINISHED FLOOR. D SURFACE/CEILING MOUNTED, INCANDESCENT DRUM LIGHT FIXTURE, WITH WHITE BASE AND FROSTED GLASS SHADE. THIS FIXTURE SHALL BE EQUAL TO THOMAS LIGHTING $SL-525-8 WITH TWO (2) 60 WATT/130 VOLT LAMPS. E RECESS/CEILING MOUNTED, 2 ' x 4' FLUORESCENT LIGHT FIXTURE WITH ACRYLIC PRISMATIC LENSE, ELECTRONIC BALLAST AND BALLAST PRIMARY FUSING. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING *2GT8-G-332-42-120 VOLT WITH A SINGLE (1), THREE (3) LAMP BALLAST AND THREE (3) T6/350OQ32 WATT LAMPS. F PENDANT/CEILING MOUNTED, H.I.P. HIGH BAY METAL HALIDE LIGHT FIXTURE WITH ALUMINUM REFLECTOR THIS FIXTURE SHALL BE EQUAL TO DAY-BRITE 'EHO- 400M-12-W6F-AI6 WITH ONE (1) 400 WATT METAL HALIDE LAMP. G RECE55/CEILING MOUNTED, FRAMING PROJECTOR INCANDESCENT LIGHT FIXTURE WITH INSULATED CEILING RATING. THIS FIXTURE SHALL BE EQUAL TO PRESCOLITE $LVH41C/LV30, WITH 50 WATT DIICHROIC LAMP. H SURFACE/WALL MOUNTED, EXTERIOR H.I.D. DOWN LIGHT SECURITY FIXTURE. THE FIXTURE SHALL BE HEAVY GAUGE ALUMINUM WITH DIE-CAST ALUMINUM TOP AND POLYCAR50NATE LENS. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING "TWA-100M-120 VOLT-SF-LPI WITH ONE (1)100 WATT/ED-li METAL HALIDE LAMP. MOUNT THIS FIXTURE ON THE WALL AS NOTED. THE FINISH OF THI5 FIXTURE SHALL BE AS DIRECTED BY THE OWNER VERIFY FINISH TYPE PRIOR TO ORDERING. J RECESS/CEILING MOUNTED, ROUND COMPACT FLUORESCENT LIGHT FIXTURE WITH FRE5NEL LENS. THI5 FIXTURE SHALL BE EQUAL TO CAPRI "CFR62HI$-VI- FS2/Rl-R14P WITH TWO (2) CFQ18 WATT LAMPS. K SURFACE/WALL MOUNTED, EXTERIOR H.ID. FLOOD LIGHT FIXTURE WITH GLARE GUARD, BALLAST PRIMARY FUSING AND RIGHT ANGLE BRACKET FOR WALL MOUNTING. THIS FIXTURE SHALL BE EQUAL TO DAY-BRITE "FLI-400-M-120-15F- WRA5H-GGI WITH ONE (1) 400 WATT/ED-28 METAL HALIDE LAMP. MOUNT THIS FIXTURE AT HEIGHT AS DIRECTED BY THE OWNER L SURFACE/WALL MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP -AROUND LENS, METAL END CAP$ AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT THIS FIXTURE. THE FIXTURE SHALL HAVE TWO (2) TS/350OK/32 WATT LAMPS. MOUNT ON THE WALL AT HEIGHT AS DIRECTED BY THE OWNER M SURFACE/CEILING MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP -AROUND LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT THIS FIXTURE. THE FIXTURE SHALL HAVE TWO (2) TS/35OM32 WATT LAMPS. N SU1=:FACE/RECESS MOUNTED, FLUORESCENT LIGHT FIXTURE WITH ELECTRONIC BALLAST. OWNER TO SELECT THIS FIXTURE. THE FIXTURE SHALL HAVE TWO (2) T6/3500K/32 WATT LAMPS. VERIFY EXACT MOUNTING REQUIREMENTS WITH OWNER. P REi­,ESS MOUNTED INCANDESCENT LIGHT FIXTURE. OWNER SHALL SELECT THIS FIXTURE. THIS FIXTURE SHALL HAVE ONE (1) PAR30LN/15W LAMP. XA SURFACE/CEILING OR WALL MOUNTED, EXIT LIGHT WITH SELF-CONTAINED BATTERY BACKUP, WHITE HOUSING AND GREEN LETTERS. THIS FIXTURE SHALL BE EQUAL TO BEGHELLI *VA4-G-5A WITH LAMPS INCLUDED. XB WALL MOUNTED, DUAL HEAD, EMERGENCY LIGHT WITH SELF-CONTAINED BATTERY BACKUP. THIS FIXTURE SHALL BE EQUAL TO BEGHELLI "E5M-6-18-2LR WITH LAMPS INCLUDED. XC SURFACE/WALL MOUNTED, COMBINATION EXIT AND EMERGENCY LIGHT WITH SELF-CONTAINED BATTERY BACKUP, WHITE HOUSING, DUAL HEADS AND GREEN LETTERS, THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING'LHQM-W3G-120 VOLT WITH LAMPS FURNISHED. MOUNT ON WALL ABOVE THE DOOR NOTE: NOT ALL OF THE LIGHT FIXTURES LISTED IN THIS SCHEDULE WILL BE USED FOR THIS HANGAR CONTRACTOR SHALL VERIFY ALL FIXTURE SELECTIONS WITH OWNER PRIOR TO BID/INSTALLATION. KIJRITM Y N r he v 0 m s 0 0 s m L a. x L 0 0 m s L 0 0 m s m Pd Ori r�l ,0 0 E °i O 3 v o Qu v > o cu C °s m a � � r s �4-4 a � L ° E- o ''d ��-, �a m 0 cd p o a;� o® v s a v t v A le a w L � DRAWN 0 AMY HOLL01 CHECKED HA M H. C01 DATE 0 MAY 3, 2004 ® SCALE AS NOTED PROJECT NO. u POWER RISER DIAGRAM NOTES CORPORATE HANGAR TYPE 2 OI THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE FLORIDA POWER AND LIGHT FOR INSTALLATION OF THE NEW PAD -MOUNTED TRANSFORMER TO SERVE THIS FACILITY. THE SERVICE VOLTAGE FOR THIS FACILITY IS TO BE 120/240) VOLT, SINGLE (1) PHASE, THREE (3) WIRE AND GROUND. REFER TO THE 'MASTER ELECTRICAL 51TE PLAN - POWER' FOR THE PROPOSED LOCATION OF TRANSFORMER No. 2 AND FOR THE PRIMARY AND SECONDARY SERVICE CONDUIT ROUTING. (DTHE ELECTRICAL CONTRACTOR SHALL CONTACT FLORIDA POWER AND LIGHT AND OBTAIN THE REQUIREMENTS FOR INSTALLATION OF THE NEW ELECTRICAL METER AT THE BUILDING. THIS TRANSFORMER SHALL HAVE MULTIPLE METERS AS NOTED ON THE 'MASTER ELECTRICAL 51TE PLAN - POWER'. PROVIDE THE METER BASE AND A C/T CABINET IF REQUIRED BY THE LOCAL POWER COMPANY. VERIFY THE EXACT REQUIREMENTS WITH THE POWER COMPANY PRIOR TO COMMENCEMENT OF WORK 03 PROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE NEW TRANSFORMER No. 2 TO THE NEW METER AT THE BUILDING. PROVIDE THREE (3) 8 350 kcmil AND ONE (1) +2 THWN, CU., GROUND IN A TWO AND ONE-HALF INCH (2 1/2') CONDUIT. ROUTE THE CONDUIT UNDERGROUND AT A MINIMUM OF THIRTY SIX INCHES (369 BELOW THE FINISHED GRADE. O PROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE NEW METER TO THE NEW SERVICE DISCONNECT AT THE BUILDING. PROVIDE THREE (3) 0350 kcmil. AND ONE (U 02 THWN, CU., GROUND IN A TWO AND ONE-HALF INCH (2 1/2') CONDUIT. ROUTE THE CONDUIT UNDERGROUND A MINIMUM OF THIRTY-SIX INCHES (36') BELOW THE FINISHED GRADE. O REFER TO THE CORRESPONDING PANEL SCHEDULE FOR THE LOAD INFORMATION AND THE PANEL REQUIREMENTS. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW TRANSIENT VOLTAGE 5uRGE SUPPRESSOR (TVSS) AS REQUIRED FOR A 120/240 VOLT, SINGLE (U PHASE, THREE (3) WiRE PANEL. THE TVSS SHALL BE RATED FOR 80 kA AND SHALL BE EQUAL TO SQUARE D, TV5IXF80. THE TVSS DEVICE MAY BE LOCATED INSIDE OF THE PANEL. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SURGE ARRESTOR A$ REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THE SURE ARRESTOR SHALL BE L15TED AND LABELED BY A NATIONALLY RECOGNIZED TESTING AND INSPECTING AGENCY. OS THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING CONDUCTOR TO THE BUILDING STEEL AS SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. 09 THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING CONDUCTOR TO THE METAL COLD WATER PIPE A$ SHOWN. REFER To THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. 10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL, CONNECT AND TEST THE NEW GROUNDING SYSTEM AS SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. ROUTE ONE (U 02 THWN, COPPER GROUND CONDUCTOR IN A THREE-QUARTER INCH (3/4') CONDUIT FROM THE GROUNDING BUS iN WIREWAY TO THE GROUNDING SYSTEM AS SHOWN. (DTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT AN ISOLATED GROUNDING CONDUCTOR FROM PANEL 'CS' TO THE GROUNDING ROD AS REQUIRED. ROUTE A ONE-HALF INCH (1/2') CONDUIT WITH ONE % T", CU., 150LATED GROUND TO THE GROUNDING SYSTEM AND CONNECT AS SHOWN ON THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' THiS SHEET. 12 PROVIDE THIS PANEL WITH AN 150LATED GROUNDING BUS BAR FOR CONNECTION OF THE ISOLATED GROUND RECEPTACLES AND THE TELEPHONE EQUIPMENT. THiS GROUNDING BU5 BAR SHALL BE IN ADDITION TO THE EQUIPMENT GROUNDING 5U5 BAR 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) AS REQUIRED FOR A 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE PANEL. THE TVSS SHALL BE RATED FOR 50 kA AND SHALL BE EQUAL TO SQUARE D, TVSIXF50. THE TVSS DEVICE MAY BE LOCATED INSIDE OF THE PANEL. 14 PROVIDE, INSTALL AND CONNECT THE REQUIRED SERVICE FROM THE NEW PANEL 'Cl' TO THE NEW PANEL 'C8' A$ NOTED. PROVIDE THREE (3) 03 THWN, CU. AND ONE (I) a8 THWN, CU., GROUND TO THE NEW PANEL AS NOTED, PROVIDE GROUND BUS AT SERVICE EQUIPMENT. MAIN SERVICE DISCONNECTING MEANS OR SWITCHGEAR AS SHOWN ON POWER RISER DIAGRAM CONNECT *2 COPPER TO THE 02 COPPER BUILDING AND FOUNDATION STEEL :-j DRIVE GROUND RODS INTO \ / EARTH VERTICALLY SO 1 TO COLD WATER SERVICE THAT TOP OF RODS ARE I I I ( , ENTRANCE METAL PIPE, 1'-0' BELOW GRADE % SIZE PER N.E.G. ARTICLE 250 I - +4o COPPER TO TELEPHONE •- - - - -�� �, OF ANY ISOLATED GROUND TERMINAL BOARD. VERIFY �, yo TO ISOLATED GROUND BUS a EXACT LOCATION IN FIELD. PANELS (TYPICAL) NOTE: THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SERIES OF GROUNDING , r ELECTRODES A$ NOTED ON THIS SHEET. THE NEW GROUNDING ELECTRODES SHALL BE REQUIRED AT THE POINT OF ORIGINATION AT THE MAIN SERVICE PROVIDE EXOTHERMIC WELDS ENTRANCE CONDUCTORS FOR THiS FACILITY. THE AT ALL RODS AS REQUIRED. ELECTRICAL CONTRACTOR SHALL TEST THE NEW GROUNDING SYSTEM USING THE 'FALL -OF -POTENTIAL ' METHOD AND SHALL ACCURATELY RECORD THE RESULTS OF THEIR TESTS. THE MAXIMUM RESISTANCE 3/4'40' .COPPER CLAD TO GROUND FOR THIS SYSTEM SHALL BE FIVE (5) GROUND ROD (TYPICAL.) 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 SPLIT -BOLT TYPE CONNECTORS. CONNECT TO THE BUILDING STEEL WITH AN EXOTHERMIC WELD. SCHEMATIC DIAGRAM OF GROUNDING SYSTEM NO SCALE TYPICAL CORPORATE HANGAR - POWER RISER DIAGRAM PANEL DESIGNATION - 'Cl' SEC PROJECT No, WPC-0301 MAIN SIZING - 225 AMP MAIN CIRCUIT BREAKER MOUNTING - SURFACE ON WALL (NEW BRANCH CIRCUIT PANEL) (CORPORATE HANGAR TYPE 2) PANEL VOLTAGE - 120/240 VOLT, I PHASE, 3 WIRE AND GROUND BUS SIZING - 400 AMP BUSSING LOCATION - EXTERIOR WALL OF BUILDING CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 0 B NOTES NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES NOTES 0 A 0 5 I AIR HANDLER - HEAT AND FAN (AHU-1) 25A-2P 3 000 ' 2 OVERHEAD AIRCRAFT DOOR 60A-2P 3�60 i, f... ,�,� ;{ ems'p 3 AIR HANDLER - HEAT AND FAN (AHU-U r : I 3,000 4 OVERHEAD AIRCRAFT DOOR 't ,, ; _ ,3 5 A/C CONDENSING UNIT No. 1 25A-2 P 2,500 = `` ' :t -; °` 6 OVERHEAD AIRCRAFT DOOR 60A-2P 3 360 r fj,F f - 1 A/C CONDENSING UNIT No. 1 „:„ f�i' ' rr f = 2,500 8 OVERHEAD AIRCRAFT DOOR 9 DRYER RECEPTACLE 3OA-2P 3 ,000 s - .`; ,.r,�,� �''` � � 10 OVERHEAD AUTOMO I O AD BLED OR 20A-IP � l50 11 DRYER RECEPTACLE ••++, j' ' r. { 3,000 12 OVERHEAD AUTOMOBILE DOOR 20A-iP F ' 150 .f 13 WASHER RECEPTACLE 2OA-1P 100 �' '`�'� 3� � 14 HANGAR LIGHTING 20A-IP �SY,'` 1,600 ,2 15 AIR HANDLER - HEAT AND FAN (AHU-2) 25A-2P=':r 3,000 16 HANGAR LIGHTING 20A-iP :;r ''r' `' 1,600 it AIR HANDLER HEAT AND FAN (AHU-2) 18 HANGAR LIGHTING 20A-1P 0 iJo00 n 19 A/C CONDENSING UNIT No. 2 30A-2N- P -r'` �'.�'{� 2,500 � 20 HANGAR LIGHTING 20A-iP :�'� �{ �'� � 1,800 .�`` 21 A/C CONDENSiNG UNIT No. 2 :l,tf 2,500 F 22 HANGAR RECEPTACLES 20A-IP 1,000 ' ''+'' 23 SPACE 20A-IP , -= f= = �1 _:,«,,, 24 HANGAR RECEPTACLES 20A-IP low 25 GROUND POWER UNIT 30A-2 P 00 �{'` � i ; � s� s;-' 26 EXTERIOR TAXIWAY LIGHTING 20A-1P 1000 ,2 21 GROUND POWER UNIT =,,,, , ° rs{= W0 28 GARBAGE DISPOSAL 2OA-iP� 600 29 PANEL 'CS' 100a-2 P 16180 .�•-' f' ,_` 30 ICE MAKER KITCHEN 20A-1P Y 900 _'. 3 �1 31 PANEL 'CS' 11250 32 MICROWAVE -KITCHEN 20A-1P' 1'}'{`' 1000 33 OPERATOR FOR GATE No. I (G-U 3OA-2P 1900 34 DISHWASHER 20A-IF s 1,500 35 OPERATOR FOR GATE No. I (G-I) _+_++ _' _' 1,900 36 REFRIGERATOR 20A-IP`� %ma's'':''° 150 - 31 GATE No. I RECEPTACLES AND LiGHTS 20A-IP 1,000 `'' l 38 OVERHEAD AIRCRAFT DOOR UNIT 3448 60A-2P - TVSS BREAKER 3OA-2 40 O39 VERHEAD AIRCRAFT DOOR UNIT 3448 , •ems- .. 41 TVSS BREAKER ,,,,, 300 ` r i 42 SPACE 2OA-iP 36,380 3050 15,010 14;20 PHASE 'A' TOTAL LOADS = 51,450 VA TOTAL CONNECTED kVA = 100.0 kVA PHASE 'B' TOTAL LOADS _ 4BA10 VA TOTAL DEMANDED kVA e 10.0 kVA TOTAL DEMANDED AMPS =251 AMPS NOTES APPLICABLE TO THiS PANEL - NOT ALL NOTES MAY BE USED FOR THiS PROJECT. i. THE BASIS OF DESIGN FOR THiS PANEL IS SQUARE D, 'QO' STYLE LOAD CENTER PANELS WITH PLUG -ON CIRCUIT BREAKERS AND SINGLE (1) COMMON TRIP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 2. PROVIDE THIS PANEL WITH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION OR ROOM NUMBER 3. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL 'Cl' - 120/240 VOLT, I PHASE - FEED FROM TRANSFORMER No. 2) 4. THE ENGRAVED PHENOLIC LABEL FOR THiS PANEL SHALL BE RED WITH WHiTE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH SCREWS. MINIMUM SiZE SHALL BE 3' HIGH, 6' WIDE. 5. THE BRANCH CIRCUIT BREAKERS IN TH15 PANEL SHALL BE FULLY RATED AT 22,000 A.I.C. 5YM RMS. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22,000 A.I.G. EQUIPMENT. 6. PROVIDE THE A KEYED LOCK IN THE COVER OF THIS PANEL. THE LOCK SET SHALL BE FLUSH IN THE COVER OF THE PANEL. ALL PANEL COVER LOCK SETS FOR THIS PROJECT SHALL BE KEYED ALIKE. 1. THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. S. ALL CIRCUIT BREAKERS SERVING H.V.A.C. AND REFRIGERATION EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF ArTiCLE 440 OF THE NATIONAL ELECTRICAL CODE. PANEL DESIGNATION - 'C8' SEC PROJECT No. WPC-0301 MAIN SiZING - 225 AMP MAIN LUGS ONLY MOUNTING - SURFACE ON WALL (NEW BRANCH CIRCUIT PANEL) (CORPORATE HANGAR TYPE 2) PANEL VOLTAGE - 120/240 VOLT, I PHASE, 3 WIRE AND GROUND BUS SIZING - 225 AMP BUSSING LOCATION - EXTERIOR WALL OF BUILDING CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 0 B NOTES NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES NOTES 0 A 0 B I OFFICE/LOUNGE LIGHTING 20A-IP 1,200 ;; %_;; 2 OFFICE/LOUNGE RECEPTACLES 20A-IP 1080 3 OFFICE/LOUNGE LIGHTING 20A-I P ;3 s'i 1200 4 HANGAR RECEPTACLES 2 P r �J {3�r LIGHTING 20A-iP 500 6 RESTROOM RECEPTACLES 20A-1P 400 5,7177EXTERIORENTR 1 WORK SHOP PLUG MOLD 20A-IP ' r `; s ; 'r=1 1,200 8 OFFICE/LOUNGE RECEPTACLES 2OA-1P �; 900 ,£ Y'1�00 r, 9 WORK SHOP PLUG MOLD 20A-IP f 10 OFFICE/LOUNGE RECEPTACLES 20A-1P 1,080f ''3 9 .. '' ', , II WORK SHOP RECEPTACLES 20A-IF ,-r r>,i'r.j. 1,200 12 KITCHEN/BREAKROOM RECEPTACLES 20A-1P ;j'°=3== 1a00 13 BATHROOM - WORKSHOP 20A-IP 500 {:N{,f: `' 14 KITCHEN/BREAKROOM RECEPTACLES 20A-1P 1,200 ref r�...�,.r 15 WORKSHOP RECEPTACLES 20A-2P }2,250 1,200 16 TTB RECEPTACLES 20A-1P Imo I1 ELECTRIC WATER HEATER 30A-2P 18 WORKSHOP TV 20A-1P 1,000 19 ELECTRIC WATER HEATER =___+ -: 2 250 20 MEZZANINE LiGHTS 20A-1P 1,000 21 $PACE 20A-IP :,:t:„ =€',, ',777 22 MEZZANINE RECEF'TS 20A-IP 1 ®0{ 23 BiG ASS FAN 20A-IFf' 310 24 WORKSHOP RECEPTS 20A-iP l` 00 a 25 BiG ASS FAN 20A-IP 310r %'}`'r 26 IC MA - E MAKER WORKSHOP 20A-1 P 900 {` 21 SPACE 20A-I P � '' `f �`�- ,._,3s,.,;.=,t: 28 - REFRIGERATOR WORKSHOP 20A-1P '���,��+ �}==F� � 150 29 SPACE 20A- IP 30 WORKSHOP LIGHTING 20A-IP 100 2 31 SPARE BREAKER 30A-2P 3s '`'js ______= 32 GRINDER 20A-iP 3. 1 00 33 SPARE BREAKER ,:lft ff,fti,�- r_}.�;1; ''�' 34 DRILL PRESS 20A-1P 1,200 35 SPARE BREAKER 20A-IF " r ,� i,,,fi, 36 DROP CORD 2OA-IF jF'',-r'-` 's`F`� 1,200 31 SPARE BREAKER 20A-IP 2300 _ 38 DROP CORD 2:0A-IF 1,200 ' r 3 39 TVSS BREAKER 3OA-2P - ; f; 40 SPACE 20A-1P 41 TV55 BREAKER 300 �77 F 3 'f'.p, -� 42 SPACE 20A-IF j,3 ,:,,,,f ram'f 6,320 1,120 10,460 9530 PHASE 'A' TOTAL LOADS = 16,180 VA TOTAL CONNECTED kVA = 34 kVA PHASE 'B' TOTAL LOADS = 11,250 VA TOTAL DEMANDED kVA = 34 kVA TOTAL DEMANDED AMPS = 141 AMPS NOTES APPLICABLE TO THIS PANEL - NOT ALL NOTES MAY BE USED FOR THIS PROJECT. 1. THE BASIS OF DESIGN FOR THIS PANEL 18 SQUARE D, 'QO" STYLE LOAD CENTER PANELS WITH PLUG -ON CIRCUIT BREAKERS AND SINGLE (1) COMMON TRiP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 2. PROVIDE THIS PANEL WITH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION OR ROOM NUMBER 3. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL 'CO' - 120/240 VOLT, i PHASE - FEED FROM PANEL 'C19 4. THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS, MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH SCREWS. MINIMUM 5IZE SHALL BE 3' HIGH, 6' WIDE. 5. THE BRANCH CIRCUIT BREAKERS IN THIS PANEL SHALL BE FULLY RATED AT 22,000 A.I.C. SYM RMS. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22000 A.I.C. EQUIPMENT. 6. PROVIDE THE A KEYED LOCK IN THE COVER OF THIS PANEL. THE LOCK SET SHALL BE FLUSH iN THE COVER OF THE PANEL. ALL PANEL COVER LOCK SETS FOR THiS PROJECT SHALL BE KEYED ALIKE. 1. THI5 PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. 8. PROVIDE THiS PANEL WITH AN ISOLATED GROUNDING BUS BAR iN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 9. THIS CIRCUIT WILL BE CONNECTED TO THE ISOLATED GROUND 15U5. ARCHIlrEcIr AR0007981 ARCH TF,CTm CONSMICYION ADIQNLSMTION CONSULTANT P.O. BOX 581227 ORLANDO, FLORIDA 32858 407 898-8854 407 898-7992 FAX 41 'D� �atsso- m � V � 1aa V s p 0 da cn 6 O H � U o 0 cd 0 A •� � v a � a v � a � � o bi 0 4-1 L. a � E_ 0 ccS ® A, a ®® U1 Uo �o c a v L a i w 0 0 IL .c t m c 0 0 m s V DRAWN AMY HOLLOWAY CHECKED ® F AROLD R CC*= DATE MAY 3, 2004, SCALE s AS N07M PROJECT NO. Q w a MY ER NMI le N I A Rr _ ES M AM WTAL Y rx SHEET w I A M w Y AR000 981 ® ARCHITECTURE v CONSTRUCTION ADiiDUSMAnO w CONSULTANT o P.O. BOX 561227 ORLANDO, FLORIDA 32856 c 0 = 407 898-6654 407 898-7992 FAX c a 3 'O m N ®N 6 n. x 0 a g E W m m ' A y AID I i I V a � 0co c O'�ocOOi� U O O E F W L O 9 L dd C L � O�y v�i V 0 C) T'1 c O •r-1 m U ,�. cn U t 4-4 N tw Z. m V (U k T wcol $4 o v04 0-4PC W U w c 0 s 0 a .c DRAWN MR HOLLO CHECKED c HAROL® FL CQ a DATE 0 MAY3,, ® SCALE AS N® PROJECT NO. wFc- PLUMBM FLO > , L.A� - p TYM tN- wwH/��°1I�v7t'OT'1 1OIM8' LEW0 Y SHEET ca 10 AR0007981 ARCHITECTURE CONSPRITCTION ADYINLS'IRA?ION CONSULTANT u t 2 a v ARCHITECT T Y v W c la e 0 V e m 3 N L D. 9C t O t 9 V O m w 0 w 0go c 0 0 U a`- .D O P.O. BOX 581227 ORLANDO, FLORIDA 32858 407 898-8854 407 898-7892 FAX tlUtl r� X Ll 0. �4 Ccco ej co L. y e 0 N 0 a � r� c 0 ® as 0 -4= bJ c p • r•1 O pj.�61�..i1 V 0 r. 0 A a ' -4-) 4-4 �0 �C Q, a-4 ® ® UJ C/] V e ll t L REVISIONS � A 6. 1� 7 Y V L W �M I �C L m ® t y- II m L O C m a , C O V L t s DRAWN AW MLLOWAY C CHECKED ® F AROL® H. PC *= DATE NOAY 3, 2004 0 SCALE AS NOTED PROJECT NO. YVRO-ow a U W t U 00Ff'0MTE HANCIM ME 2 Y PL a8CFEDULB9 i Y SHEET 1. COORDINATE LOCATION OF CEILING ACCESS PANELS TO ALL EQUIPMENT DUCT ACCESS DOORS, ETC, ABOVE CEILING REQUIRING SERVICE ACCESS AND/OR INSPECTION. 2. EXHAUST FANS AND PLUMBING VENT$ SHALL VE LOCATED A MINIMUM OF THEN (10) FEET FROM AIR INTAKES. 3. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 4. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. PRIMARILY, DUCTWORK SHALL RUN IN CEILINGS AND RUN BELOW TRUSS WEB SPACES. DO NOT CUT TRUSS WEBS WITHOUT THE EXPRESS PERMISSION OF THE TRUSS MANUFACTURER CLEARANCES THROUGH TRUSSES SHALL BE PROVIDED BY THE GENERAL TRADES. 5. DUCT SIZES AND OPENINGS THRU ROOFS, SLABS AND WALL PARTITIONS SHALL SUIT EQUIPMENT FURNISHED. OPENINGS REQUIRED FOR HVAC INSTALLATIONS BUT NOT SHOWN ON 'A' SERIES DRAWINGS SHALL BE PROVIDED BY THIS TRADE. 6. COORDINATE DIFFUSER AND REGISTER LOCATIONS WITH ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL REFLECTED CEILING PLANS. I. DUCTWORK LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND SYSTEMS TRADES TO FIT THE SPACES PROVIDED. DUCTWORK CROSS SECTIONAL AREAS MAY NOT BE REDUCED. S. LOCATE THERMOSTATS FIVE FEET (5'-0') ABOVE FINISHED FLOOR THERMOSTATS SHALL BE STANDARD ELECTRIC SUB-BSE TYPE FOR MANUAL SELECTION OF MULTIPLE STAGE HEATING OR COOLING AND MANUAL FAN -OFF -AUTO SELECTOR SWITCH. 9. ALL EQUIPMENT, DUCTWORK, ETC. SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A VIBRATION -FREE RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER 11. MANUFACTURERS' NAMES AND MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR ON THE SCHEDULES ARE FOR THE PURPOSE OF ESTABLISHING A QUALITY OF MANUFACTURE ORA SPECIFIC DESIGN CONFIGURATION. EQUAL PRODUCTS, AS APPROVED BY THE ARCHITECT/ENGINEER, WILL BE ACCEPTABLE FROM OTHER MANUFACTURERS. 12. REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. ANY DISCREPANCIES NOT BROUGHT TO THE ATTENTION 0$ THE ARCHITECT IN WRITING PRIOR TO BIDS WILL BE CONSIDERED CORRECTED BY THE CONTRACTOR IN HIS BID TO THE SATISFACTION OF THE ARCHITECT AND AS THE ARCHITECT DIRECTS. 13. PROVIDE UL. LISTED FIRE DAMPERS IN ALL PENETRATIONS OF THE FIRE RATED SURFACES. INSTALL DAMPERS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE LISTING AGENCY REQUIREMENTS. 14. PROVIDE A COMPLETE TEST AND BALANCE OF AIR AND HYDRONIC SYSTEMS INSTALLED AS A PART OF THIS PROJECT. TESTS SHALL BE PERFORMED BY AN INDEPENDENT BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL. SUBMIT THE REQUIRED COPIES OF CORRECT BALANCING REPORTS TO THE ENGINEER CERTIFYING THAT ALL SYSTEMS ARE OPERATING WITH FIVE PERCENT. (5%) OF THE DESIGN QUANTITIES AND ONE PERCENT 0%) OF DESIGN TEMPERATURES. APPROVAL OF THIS REPORT MUST BE OBTAINED BEFORE FINAL PAYMENTS OF CONTRACT MONIES CAN BE RELEASED. 15. REMOVE, STORE AND REINSTALL CEILING TILES AS NECESSARY TO ACCOMODATE DUCTWORK INSTALLATIONS, BALANCING WORK AND INSPECTIONS. ALL EXISTING AIR DIFFUSION DEVICES SHALL REMAIN IN THEIR PRESENT LOCATIONS UNLESS SPECIFICALLY NOTED OTHERWISE, 16. RECTANGULAR DUCTWORK SHALL BE TWO INCHES (2') THICK, 4B POUND DENSITY R-6 MINIMUM FIBERGLASS DUCT BOARD WITH FOIL FACED GLASS FIBER REINFORCED SCRIM. SYSTEM SHALL BE CLASS I UL. RATED SUITABLE FOR VELOCITIES TO 2,400 FPM AND PRESSURES TO TWO INCHES (2') POSITIVE PRESSURE. JPOINTS SHALL BE VAPOR TIGHT GLASS FABRIC, GLASS FIBER REINFORCED AND MASTIC SEALED IN A THREE LAYER PROCESS. ALL STAPLES AND FIBERGLASS REINFORCING SHALL BE COMPLETELY COVERED WITH MASTIC COATINGS. 11. FLEXIBLE DUCTS SHALL BE CLASS I POLYMER FILLED HELICAL SPRING COATED SHEATH WITH R-6 INSULATION AND ALUMINUM VAPOR BARRIER FILM ALL RATED FOR 4000 FPM AND FOUR INCH (4') STATIC PRESSURE. 16. ALL FIBERGLASS DUCT SYSTEM DUCT HANGERS SHALL BE A MINIMUM 2' WIDE. ALL STEEL DUCT HANGERS SHALL BE PER SMACNA TABLES. 'uo&,. ,;;JNTEGRAL R/A y�4i.a+: .iaP�.. SWD,Sx6 A CONDENSATEDRAIN AND REFRIGERANT PIPING DOWN TO CA BIER PIPE'_- _I = SWD, 12x6� 150 CFM I0xI0 DOWN TO SOFFIT BELOW 4' O.A. DUCT STUB INTO MIN. 4' HIGH VEN' ONLY IF 1/4' PER GREATER PITCH DRAIN CONDENSA PIPING ON GRADE UNPAVED AREA HY.A.C. MEZZANINE FLOOR PLAN - CORPORATE HANGAR TYPE 2 •i) v6.4..I"11\VM1 Wl in InlV=r�✓GV PIPE CAP CONDENSATE TRAP DETAIL NO SCALE HVAC FLOOR PLAN NOTES 01 WALL MOUNTED 3.0 TON AIR HANDLER WITH 5.0 KW ELECTRIC HEATER, THREE-QUARTER (3/4) HP BLOWER MOTOR, 10.0 SEER MINIMUM. WALL MOUNTED RETURN GRILL INTEGRAL WITH SERVICE ACCESS DOOR O2 UNINSULATED STEEL DUCT EXHAUST DUCTWORK. O CEILING FAN WITH FACE GRILLE,15 CFM AT 0.25' S.P. 120V/I-PHA6E, WITH SPEED CONTROLLER AND BDD. WALL MOUNTED 2.0 TON AIR HANDLER WITH 3.5 KW ELECTRIC HEATER. ONE -QUARTER (1/4) HP BLOWER MOTOR, 800 CFM MINIMUM,10.0 SEER MINIMUM, INTEGRAL RETURN GRILLE. 3/4' DRAIN CONDENSATE PIPING ONTO UNPAVED COP PAI 3/4 AR CONTROL CONDUIT (TYPICAL BOTH ENDS) — HARD TUBING SOFT TUBING (TYPICAL BOTH ENDS) 45 DEGREE ELBOW ._..:..." f PVC CONDUIT (SCHE. 40 WITH SOLVENT WELDED JOINTS) RUN UNDER SLAB. SEE PLAN FOR LOCATION. (SIZE OF CONDUIT SHALL PERMIT INSTALLATION OF PIPING WITH INSULATION AND CONTROL WIRING CONDUIT) — INTAKE AIR LOUVER...,._ .__._........._ . M_ .... I Em NOTES: I. CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE MINIMUM V FINE GRAVEL AROUND PERIMETER 2'-0' TO EITHER SIDE OF STRUCTURE - FIRMLY TAMPED. 2. ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK EXCAVATION AND ACKFILL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. SEAL EACH END WITH EXPANDABLE FOAM SEALANT SLAB (2) 45 DEGREE LONG RADIUS ELBOWS 1/2 WEEP HOLE UNDERGROUND REFRIGERANT LINES NO SCALE IA MARK I DESCRIPTION MATERIAL FINISH BASIS OF DESIGN CD 24' X 24' FACE PANEL ALUMINUM WHITE METALAIRE LOUVERED FOR A 4 WAY BLOW ENAMEL 05800-M6-84 WITH EQUALIZING GRID AND SERIES O.B.V.D., LAY -IN TEE BAR FRAME, SWD DOUBLE DEFLECTION DIFFUSER ALUMINUM PAINT TO _[_7METALAIRE WITH OVERLAP MARGIN MATCH 'V' SERIES WALL NUMBER OF LIKE DEVICES IN A ROOM SCHEDULED DESIGNATOR, IE. CD=CEILING DIFFUSER 5WD--51DEWALL DIFFUSER RG=RETURN GRILLE DG-DOOR GRILLE F CORE SIZE etc. 3� c'�4 DIRECTIONS OF DISCHARGE L AIR QUANTITY IN CUBIC FEET PER MINUTE H.V.A.C. FLOOR PLAN - CORPORATE HANGAR TYPE 2 V m t S a m s a Y N c W 0 s s 0 0 s t 3 a m 0 E O a H t 0 6 O 0 O 0 E L. O AR0007981 AROUTWTUM CONSTRUCTION ADHINISTRATION CONSULTANT P.O. BOX 561227 ORLQM. FWRIDA 32856 407 898-8854 407 898-7992 FAX by t�r7 ci p �aiO�m a L°, +a cc O ° V1.a1�R6+yH�'i V9 s m M Cd c Co O a Co O .Co p Q 3 C GJ o p W 4-j bA cd a C..) s.., Co 4-1 a cd ® Co � L E, w°. UI �. ® cd -ice O 4-4 Co i-� p Cd a, P-4 o O m -o s 0 �v r REVISIONS A Y 0 m W f v DRAWN ° I AW HOLLOWAY CHECKED ® HAROLD H. CONDO v 0 DATE MAY 3, 2W4 SCALE t A3 NOTED PROJECT NO. WI G-on U W 1�- AA F V MiE Y {ANW rfM 2, NOMS, MAU a YAM S W SHEET I !LAIqS pri (ITY �.Vr SANFORD .2 PLANS REVIEWED CITY OF SANFORD T_AK db ..... . 's _'57 .spatw' _4r. Got.. clwe* c; t I t4 U� A. art or L L 7ri _7L MOM— -V-..,- w Alf r rw d A CL tZ� T FIT. 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