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HomeMy WebLinkAbout1110-1120 Spinner Ln (2)HORIZONTAL TRACK END HANGER BRACKET (SUPPLIED BY DOOR INSTALLER) CLOSES ROLLER CHANNEL. INTERMEDIATE HANGER REQUIRED FOR DOORS 12'0' AND HIGHER , MODES 600, 600S, 600V, 620 624 630S 630V 634S 634V MAXIMUM SIZE: 12'2" WIDE X 18'0" HIGH NOTE: DOUBLE TRACK LOW HEADROOM, HI -LIFT TRACK, FOLLOW -THE -ROOF TRACK, AND VERTICAL LIFT TRACK ARE AVAILABLE OPTIONS. 3" TRACK ALSO AVAILABLE. DOOR HEIGHT `A' NUMBER OF SECTIONS NUMBER OF TRUSSES,& 8'-0' 4 6 8'-3' THRU 10'-0' 5 8 10'-3' THRU 12'-0' 6 9 12'-3' THRU 14'-0' 7 11 14'-3' THRU 16'-0' 8 12 16'-3' THRU 18'-0' 9 14 MODEL 600: 25 GA. STEEL SKIN NO INSULATION) HORIZONTAL TRACK MODEL 60OS: 25 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) 14 GA. MIN. MODEL 60OV: 25 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) MODEL 620: 20 GA. STEEL SKIN NO INSULATION MODEL 624: 24 GA. STEEL SKIN NO INSULATION MODEL 630S: 20 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) GALVANIZED STEEL MODEL 63OV: 20 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) TRACK SECTIONS MODEL 634S: 24 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) VERTICAL - .060 MIN - MODEL 634V: 24 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) - - VERTICAL TRACK CAN BE EITHER BRACKET MOUNT, CONTINUOUS ANGLE OR OPENING REVERSE ANGLE TRACK. HEIGHT ALL TRACK BRACKETS AND TRACK CLIPS ARE 12 GA. 2jr TYPICAL GALV. STEEL. BRACKETS AND CTR-CTR CLIPS ARE ATTACHED TO TRACK WITH EITHER TWO 1/4" RIVETS 10, 1 _ OR ONE 1/4" BOLT & NUT. 3 -1/2 SIDE ELEVATION STANDARD -LIFT TRACK DETAILS STEEL JAMBS 3/16' MIN. MAY BE BACK - STEEL JAMB FILLED WITH CONCRETE, BUT NOT REQUIRED. 1/8"x1" LONG FILLET WELD (E60XX ELECTRODE MIN.). WELD TO BE LOCATED VERTICALLY STEEL JAMBS ON ANGLE AT 24" CENTER AND TACK 12 GA. GALV. REVERSE WELD TOE OF ANGLE AT OR CONTINUOUS ANGLE SAME SPACING. MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. WOOD JAMB ON CONCRETE 2,000 PSI MIN CONCRETE 3/8" DIA, x 1-5/8" MIN. EMBED SLEEVE ANCHOR BOLT. WASHER INCL'D. 24" MAX. O.C. •: TO SECURE 2x6 JAMB TO CONCRETE. C'SINK IF NEEDED. `- BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16'xt-5/8" LG. LAG SCREW PER BRACKET OR TRACK CUP LOCATION. CONCRETE JAMBS 2,000 PSI MIN CONCRETE 3" x 20 GA. GALV. STEEL U-BAR. U-BARS ARRANGED IN A 2-1-2-1 PATTERN. TWO U-BARS ON ODD -NUMBERED SECTIONS AND ONE U-BAR ON EVEN NUMBERED SECTIONS. U-BARS ATTACHED AT EACH STILE WITH (2) 1/4" x 3/4" SELF -TAPPING SCREWS. 1 DATE 6/24/95 3/23/00 11/2000 Kim ;••1• �r%ter; � OPTIONAL ALUMINUM FULL VISION WINDOW LITE SECTIONS AVAILABLE (1 /8" DSB, 1 /8" PLEXI, • 1/4" WIRE, 1/2" INSUL.). FULL VISION SECTIONS TO HAVE SAME REINFORCEMENT AS OTHER SECTIONS. 13 GA. MIN. GALV. PAINTED 18 GA. MIN. GALV. END STILE. FASTENED TO CENTER ST1LE. DOOR SKIN WITH FASTENED TO DOOR TOG-L-LOC SYSTEM. SKIN WITH TOG-L-LOC SYSTEM. ' A 18 GA. MIN. GALV. CENTER HINGE 2 2 TWO POINT FASTENED WITH LOCKING (4) #14x5/8" SHEET METAL SCREWS. SECTION 2-2 1 I-44 TYP MAX. DOOR WIDTH: 12'-2' 1 /4'x1-3/4' MIN. EMBED TAPCON CONCRETE FASTENER. WASHER REQ'D. 22' MAX. O.C. TO SECURE ANGLE TO CONCRETE. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO CONCRETE. STEEL JAMBS MAY BE BACK -FILLED WITH CONCRETE, BUT NOT REQUIRED FOR SELF TAPPING SCREW. 3/16" MIN. STEEL JAMB 5/16"xt' LG. SELF TAPPING SCREW. 24' MAX. O.C. TO SECURE ANGLE TO STEEL JAMB. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. WOOD JAMBS 1/2"x3" MIN. EMBED LAG SCREW. WASHER REQ'D. 24" MAX. O.C. TO SECURE 2x6 WOOD JAMB TO WOOD STRUCTURE. BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 12 OR BETTER YELLOW PINE JAMB WITH ONE 5/16"x1-5/8"1 LG. LAG gCREW PER BRACKET LHR TOP BRACKET DOUBLE HORIZONTAL TRACK DOUBLE TRACK LOW HEADROOM OPTION BOTTOM SECTION REINFORCED WITH TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER FOR FLEXIBLE VINYL ASTRAGAL OR 1RACK CUP LOCATION. am ay 312 WALNUT STREET THE DESIGN CF -THE SUPPORTING STRUCTURAL SUITE 1600 ELEMENTS IS 'THE RESPONSIBILITY CINCINNATI, OH 45202 OF THE BUILDING ENGINEER OR i ARCHITECT OF RECORD, SCALE, DESCRIPTION CHANGED TO 18'H MAX. FROM 16'H MAX. UPDATE JAMB ATTACH, ADD FV SECTION, TRACK NOTES CHANGED STRUTTING REQUIREMENTS; ADD 24 & 20 GA. ADJUSTABLE TOP ROLLER BRACKET OF 12 GA. GALV, STEEL, INSTALLED ON DOOR WITH (4) #14 X 5/8' LG SHEET METAL SCREWS SECTIONS ARE 2' THK PANELS ROLL FORMED OF 25 GA. MIN. HOT DIPPED GALVANIZING, ROLL FORMED STEEL. SKIN HAS (2) 1/2' DP REINFORCING RIBS ON 8' CTRS COMPLEMENTED BY 1/8' DP BEADS ON 2' CTRS, SECTION HEIGHTS ARE 21' OR 24' HIGH 3' X 20 GA. U-BAR TRUSS MEETING RAILS ARE ROLL FORMED INTO WEATHERTIGHT SHIPLAP JOINT INTERMEDIATE ROLLER HINGES OF MIN. 14 GA, GALV, STEEL, FASTENED WITH (4) #14 X 5/8' LG. SHT. MTL. SCREWS AND (4) 1/4'x3/4' SELF -TAPPING SCREWS. 2' ROLLERS FEATURE (10) 1/4' DIA, STEEL BALL BEARINGS FULL FLOATING IN CASE HARDENED STEEL RACES OPTIONAL 1-5/8" THICK, 1 i# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION (MODELS 600S, 60OV, 630S, 63OV, 634S, 634V) 13 GA. GALV. STEEL STEP PLATE/ -IFT HANDLE - MOUNTED TO BOTTOM BRACKET 30TTOM ROLLER BRACKET OF 13 GA. JALV. STEEL, FASTENED WITH (4) 114 X 5/8' LG SHT. MTL. SCREW'S :TION 1 - 1 O' 1//, DESIGN ENGINEER: MARK WESTERFIELD, P.E. . FLORIDA P.E. #48495 DESIGN LOADS: +25.5 P.S.F. & -25.5 P.S.F. TEST LOADS: +38.0 P.S.F. & -38.0 P.S.F. MAX. SIZE- 1 1 12'2"W x 18'0"H DATE, 10/3/95 DESCRIPTION DRAWN BY, MWW M/N 600/620/624/630/634: +/-25.5 PSF DES. DRAWING NUMBERS REVS CHECKED BY- 101544 1 4 FEB 47 Q? BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COP✓IPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORIFIES. 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 ACHNG 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 TRADFS, 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 TFIE CONTRACTORS AND ENGINEERS OTHER THAN METAL LIC 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 SHALT_ 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 OFFECT 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 Ar 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, METALLICBUILDING 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 200231-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 Cl� 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 METAI_I_IC HAS CORRECTLY INTERPRETED 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 CONDIFI01N5 THAT MAY APPEAR WITi 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 RIGH rS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS REEIN 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 ERECTION _-_ ON AND _R_EC, TION OF STRUCTURAL S FEF_L 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 D1.1. -- METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOIN RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6, SOUrHERN 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 WI FIT 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. WFB MATERIAL CONFORMS TO ASFM-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 4AJITH 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 NIGH TENED IN ACCORDANCE WITH "TURN-OF-INUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.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 STEFL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORNIA.NCE 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 WILT_ 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 10 OR GREATER THAN 3.3,000 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 FRECFOR 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 INTFNSITY IS EQ;IAT 10 10 NCNyS PFR H01lR Ftlj�A 5 MIN � I�� 1J �� YEAR MEAN RF(IIRRFNC�__ DRAWING STATUS l y 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 PE2MIT 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. E02 LDL S TRI ICTIQ�i- FINAL DRAWINGS. DATE FOR FOR 131,111 DING DF C;RIPTIQN: _ _ FINDWAII FRAMF TYPF- BASIC SIZE: WIDTH I LENGTH I HEIGHT ROOF PITCH LEFT_ RIGHT_ BLDG. " A" 128'-0 60'-0 21'--2 1 on 12 I SEARING FRM RIGID END FRM BLDG. " 8 " 18,-0 75'-10 12'-0 3 on 12 RIGID END FRM RIGID END FRIA BLDG. " C " 16'-0 1/2 8'-0 12'-0 5 1/2 on 12 RIGID END FRM RIGID END FRM BLDG. —_ -..- -------- -- WARhlhl(_ 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_, TUBING !� ONTO GALVALUME SHOULD BE AVOIDED, BASE CONDITION: SHEETING: _OR BLANKET TYPE INSULATION_ FORMED BASE TRIM 26 Go PBR _— ROOF T�-- NONE CI BY FAANUFAC IURER = BY OFHERS = ROOF = WALL = U!_-25 NO RECESS 26 Ga PBR I WALL SCREt"tS: — --- T Zinc CAPPED TAPE SEAL: TRIM: (1/8" PCP RIVETS AT SPLICES) MEMBER ROOF( RO ) STITCH OF ( ) ANCHOR BOLTS 26 Go _ RAKE _ _ MEMBER WALL( — _ ) STITCH WALL( T ) BY OTHER 1" CI 26 Ca — EAVE RAKE TO ROOF: STITCH RAKE TO WALL: STITCH WARRANTIES - 26 Go - GUTTER GUTTER TO ROOF: STITCH GUTTER STRAPS: STITCH BY BY BUILDING U.L. 90 YES_ NO 26 On - DOWNS. CORNER TRlfd: STITCH RAKE ANGLE: P.dEMBER 20 YR ROOF YES NO 26 Go CORNER ADDITIONAL FEATURES: -- 20 YR 'WALL YES NO 26 Ca — ACCESS — _ '- BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FLORIDA 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, TRANSLi)CENT 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. DRAWING INDEX ROC)F DEAD LOAD 20 PSF FOR ROOF PANELS AND PURLINS) ISSUE PACE DESCRIPTION MI I ATFRAI nFAn I OAn - PSF - ------ B Cl of 1 COVER SHEET ROOF LIVE LOAD r�y --- I PRIMARY FRAMING 12 PSF- B Fl of ANCHOR BOLT SEFTIN_G- PLANT SECONDARY FRAMING 20 PSF B i F2 of BASE PLATE DETAILS AUXH IARY I IVF {1Ar) - PSF G3t2UNLQOAD _ - PSF ( C -- s B El of ROOF FRAMING PLAN ROOF SNOW�QAR - PSF _ _ B E2 of WALL El EVA.DONS - LN A & L WIND l 0A2 110 MPH, EXPOSURE C B E3 of WALL ELEVATIONS - LN 1, C, J - SEISMIC UNF Ss = 0,113 S , = 0,05 B E4 of - WALL ELEVATIONS - LN 2 SEISMIC USE GROUP I _ B E5 of WALL ELEVATIONS - LN 5 SEISMIC DESIGN CATAGORY A S JE6 of CROSS SECTION - LN 3 SITE CLASS A A E6a of CROSS SECTION - LN 4 Basic Structural System - Ordinary moment -resisting frame (OMRF) steel B E7 of CROSS SECTION - LN 5 RESPONSE MODIFICATION FACTOR (R) 4.5 B E8 of CROSS SECT - LN C, D, H, J DEFLECTION AMPLIFICATION FACTOR (Cd) 4.0 A E9 of CROSS SECTION - LN 0.5 & 1 Analysis Procedure - Equivalent Lateral Force A ETD of _ WALL ELEVATIONS - BLDG C A Ell of LJNER AND SOFFIT - BLDG C A ;E12 of SHEETING - BLD B & C [ROOF IMPORTANIE FACTORS --___-- -- WIND LOAD 1.0 I SNOW LOAD 1.0 SEISMIC LOAD 1.0 A S1 of STANDARD DETAILS A S2 of s[AND ARD DETAIis ME77ANINF I OAD4 B S3 of HYDRO -SWING DETAILS LIVE LOAD N A PSF DEAD LOAD N/A PSF _ A INI of STANDARD 'FIELD DETAIL; A JW2 of STANDARD WELD DETAIL S OR ."aPUNS :T CITY OF '61 REVISIONS /GAF �' metallic building company Torr 7301 FA.IRV!E'W HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION - BY I CKD ../PERMFF RS1 CTV, _--- -/PERMIT - GENERAL REV. J.B. DESCRIPTION COVER SHEET - ---- - - ---- ^- — SIZE - SEE BUILDING DESCRIPTION (ABOVE) CUSTOMER J.B. MATHEINS CO. _ 'TRACY FORREST I pup�rr _ LOCATION SANFORD, FLORID c^� By J. BRIGGs -- — DRN. BY J.B. CK D BY CATS SCAM NONE _ JO© N0. 0605M7059 PH BLDG. DESC. — I — SHEET NO. C 1 Of 1 !SST E3 _ �___ Main Frame Reactions at Lines: 3 and 4 Main Frame Reactions at Lines: 5 Wind Bracing at Lines A and L NOTE: are shown e Kips A All re� negative A ne�ativo value, ndLotes opposite directionTT Front SW Back SW -� Her + Hor + -� Mom + Mom + + NOTE: All reactions are shown e Kips IT A negative value, indicates opposite direction Front SW Bock S'N Hor I- Hor 1, -- Mom +-` hlem +� I T WIND _ K s N _ Condition Grid Ver Her Mom Condition Grid I Ver Her Mom 5.9 5.2 0.0 UL A 1.4 0.3 0-0 DL L 5.9 -5.2�0.0 DIL F 3.2 0.0 0.0 --- - -- -- DL L 1.4 0.3 0.0 AT 21.2 21.2 _ DL + LL L 21.2 -21.2 0.0 DL + LL A 5.0 1.5 0.0 - OL + LL _ F 12.3 0.0 0.0 0.6*DL -+ '&L A -222 -26.01 0.0 OL + LL L 5.0 -1.5 0.0- 0.6'DL + 1,tl_ --- L _-1,.2 0.6*DL + WLL A -5.9 -2.8 0.0 0.61L'L + ',V12 A -11.2 =16.5 0.0 0.61DL + i4LL F -10.9 0.0 0.0 0.6*DL + '61-2 L --3.2 - 3.0 0.9 R6*UL + 71L1- L -28 -0.5 0.0 0.6*GL + w R - - - -14.2 -l2S 0.0 0.6*GL WL2 A -3.1 -2.8 0.0 0.6*DL + ''NLR -22.2, 26.0 0.0 0.6tDL + IM-2 -- F -4.6 0.0 0.0 fA 0.6*CL + VA-2 L 0.0 -0.5 0.0 0.6*DL + WR2 -3.2 -3.0 0.0 0.6*DI. + WR2 L -11.2 16.51 0.0 0.610L + MR A_ -2.8 0.5 0.0 0.6*DL 1- lhtR F -10.9 O.O 0.0 DL + 0.75*L L_+ 0.75*i411 A _ -1.9 -4.7 0.0 0.6*DL + VI R L -5.9 2.8 0.0 GL + 0.75*LL + 0.73*',VLL L 4.1 -5.5 00 T -� 0.6*19L I WR2 A O.0 _ 0.5 -O.O 0.0 DL + 0.75*LL+ 0.75*NL2 A 6.3 2.5 0.0 0.61DL + 'NR2 -� F _ 4.6 0.0 CL + 0.75'LL + 0.75*1VY 2 L 12.4 = 12.6 0.0 1 0.6*DL I- WR2 L -3.1 2.8 0.0 GL + 0.75*LL I- 0.75*NLR A 4.1 5.5 O.0 GL + 0.75*1_11 + 0.75*'NLL A -0.9 -LO 0.0 DL + 0.75*LL + 0.75*'O:.R L -1.9 4.7 0.0 OL + 0.75*LL + 0.75*1NLL F 0.4 0.0 0.0 _ --- DL + 0.75`LL + 0.75*VNLL L --_ 1.4 -1.4 T 0.0 DL + 0.75*LL + 0.75-02 A _ 12.41 12.6 0.0 - - T- DL + 0.75*LL + 0.7516R2 L 6.3 -'2 5 0.0 DL + 0.751LL + 0.751WI 2 A 1.1_ -1.0 0.0 I DL + 0.7511_1_ + 0.7511112 F- 5.1 0.0 0.0 _I Lean -To Frame Reactions at Lines: C, D, H, J OL + 0.75°U_ + o.75rWL2V L 3.4 -1.4 0.0 NOTE: All reactions are shovm in Kip; A negative ,clue, indicates oppo=-ite direction Front SW �- Her + Mom + �- -} OL + 0.75*LL + 0.751WLR A 1.4 1.4 0.0 DL + 0.7511 iF 0.75*1V'LR F 0.4 0.0 0.0 DL + 0.75*1-1- + 0.751Vr'LR L -0.9 _ 0 0.0 - OL + 0.75*LL + 0.75*1,SR2 A 3.4 14 0.0 OL + 0.75*LL + 0.75*WR2 F 5.1 0.0 0.0 DL + 0.751LL i- 0.751ViR2 L 1.1 1.0 0.0 DL +HSD - A -2-9 -I_6 0.0 OL + HSD -- F -9.4 0.0 0.0 Condition _ Grid Ver Hor Mom DL +HSD _ L -3.0 1.61 0.0 DL t 0./ 0.0 0.0 Main Frame Reactions at Lines: 0.5 --T1 - DL F LL 4.2 00 0.0 -- - 0.6tDL + WLL 1 -3.7 1 -0.9 0.0 0.6'DL + WL2 1 1 -1.4 I -2.0 I 0.0 ME + V0 1 -3.7 1.7 0.6*DL + WR2 1 -1.4 0.6 DL + 0.75'1_L 1- 0.75*ML 1 0.2 -0.7 DL + 0.751LL + 0.750A1_2 1 1.9 -1.5 OL + 0.75*LL + 0-75"ALR 1 -0.2 1.2 - DL + 0.75*LL + 0-75%R2 1 1.9 0.4 Endwall Column Reactions at Line: 2 I-' J \ 9.00K G N Y DI DI + I + WI (INCLUDES LEAN-TO FORCES) CD 0 0 B 128'-0" OJO STEEL - k2�-3° - _ 61'-1 - -- - a 1' 4" 61'-1" 2'-3' T IBP _iJ IBP-10 I FBp- I ol BP-10 --------------- --------� a - ------- - - - - - - - -- o BP-1 �P- BP-1 _ 126'-10" C.L. TO C.L. ANCHOR BOLTS (HOLD) _ 4' 3" 1 BP-.3 6P-3 1 «<I Uj r- r o r ,z) z CD o I ¢ o o d 4I I 126'-6' C.L. TO C.L. ANCHOR BOLTS (HOLD) 54 v O 4 t _- Of CD m ! BP-3 - BP-3 - - - 0 f t CD BP-4 BP'-, BP_ifl IKE B 5 FEBP-4 Ll 11 3/4' r N N 3/4 <� a 12'-6" 12'-6" i' " CC! 0 L - 2 a o� m _ BP-7 BP-8 0 _ -- - --- F4 ----- aP a -CP_ -� Fi \ I ---- - - - ' F1 -- --- - - 9 -- --- ----- --- w � � BID o w a `^ �- ___ Qm F2 F3 M F3 Endwall Column Reactions at Line: 5 A. BOLTS (HOLD] 6'-S" 11'-6" 7' 3" 16-0 1/2" 0/0 STEEL 7'-3" 11,4, BUILDING 25-5" 25'-0" 25'-5" G K 26'-1" 0/0 STEEL 75'-10" 0/0 STEEL - --- - BUILDING 'B' - ---- -- _ -- --- 128'-0" 0/0 STEEL - - - 1 L. BUILDING `A' 1o.'?I< OL J G.8 D.2 0fD MAXIMUM _HQB1ZO_SFJFAR (FROM DOOR) - _ .ANCHOR BOLT SETTING PLAN - BUILDINGS `A', `B' & `C' _ R) BOTTOM OF COLUMN BASE PLATES ARE AT FINISH FLOOR ELEVATION (0'-0) U.N. - ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL ANCHOR BOLT PROJECTION DIA, P20J. _ DRAWING STATUS _ _REVSIGNs _ BUILDING P,tANUFAC"TUBER BASED ON AISC trtETHOD WITH COMBINED _ Fr1T� Q Ana0vAT No DATE DESCRIPTION - BY c SHEAR AND TENSION. THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 02/ /03 FOR APPROVAL /PERhr11T - rRS FANCHOR BOLT 1 f2 1 1/2 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY, THEIR DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS - 5/3" 2" PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT B FOR APPROVAL%PERMIT - GENERAL REV. J.B. IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO A = BOTTOM OF 3/4" 2 1/2' DOCUMENTS. ONLY DRAWINGS ISSUED "FOR GONSTRUGTlON" CAN BE - - - 1 CONSIDERED AS COMPLETE. BASE PLATE 1 DESIGN OF SHEAP, ANGLES, TENSION PLATES, HAIRPINS, AND ANY 7/8" 3 1/2" FOR PFRMIr' OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED � � n�N' THESE DRn'cs, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL - AND PROVIDED BY OTHERS, a 4 1" 3 1/2" IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY ' 1 1/8" 3 1,/2" DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS RaTL ANCHOR BOLT RROJECTION IS FROM BOTTOM OF BASE PLATE. 1 1/4" 3 1/2" FOR COMPLETE, _aaqaUC ICU - ANCHOR BOLTS (BY OTHERS) ❑ FINAL DRAWINGS.t-- Y CD O CD t I - ' 1 jB-_1 IFT 6'-8" -- 26'-1" 0/0 STEEL 0 I CD _-. -- u w in ¢ o I O cD G o �c s O 1 CD � � o N �! 1 NUT IHE "NUINEER OF RECORD FOR IHE OVERAI PROJECT. PRl.� I Im b }; metallic building company 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40318 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION ANCHOR BOLT SETTING PLAN - BUILDINGS 'A', 'B' & 'C' s!zE SEE SHEET C1 of i �I,z_e E CUSTOMER J.B. MATHEWS CO. �TRAC - _ - LOCATION SANFORD, FLORIDA CAD BY J. BRIGGS DRN. BY CK'D BY DATE SCALE JOB N0. PH BLDr,. DESC. SHEET NO. ISSUE J.B. NONE 0605-207059 - A-C F 1 of 2 B Q C STEEL LINE _ SEE PLAN SEE PLAN STEEL LINE 5„ 4» 2:4r, J Err ('N10X12) 6" 13" 3" ('W1UX22) 8" 4„ Di/2 — --- ( L W10X33) _ 2 r, — (.n 7F 4„ 3r, z _ N W �l w J 2 1�y 2 1/2' 2 I/2�- Lj N N N ' 4 V7 STEEL LINE NIN COMMON STEELINE .� STEEL LINE N N z COMkJON STEEL LINE NON �^ 11" 11 3/4" I 1'--3" w SEE PLAN I SEE PLAN BASE PLATE DETAIL FBP-1 BASE PLATE DETAIL BP-2 BASE PLATE DETAIL TBP-3 BASE PLATE DETAIL BP---4 BASE PLATE DETAIL BP-5 BASE PLATE DETAIL _BP-6 A. BOLTS 3/4" 0 BASE PL THK. 5/8" �A. BOLTS 3/4" 0 BASE Ft' THK. 5/8" A. BOLTS 1" 0 BASE THK. 3/4" �� A. BOLTS 5/8" 0 o�SF f? THK. 1/2" A. BOLTS TS 5/8" 0 BASE fF THK. 1/2" A. BOLTS 5/8" 0 BASE THK. i/2"� SEE PLAN SEE PLAN (WI0 X 12) 3» 3„ 3„ 3„ I 9" 8 1/4" W r � z J W w F — ('Y110 X 12) (W8 X 18) 3,. N w (n i STEEL LINE — !n i 1 2" r7 r� STEEL LINE STEEL LINE 12"' 2' CD 10 3/4" 1 4 T (V)8 X 31) � 8„ I SEEPLAN FE PLAN STEEL LINE BASE PLATE DETAIL BP-7 — BASE PLATE DETAIL BP-8 BASE PLATE DETAIL BP-9 BASE PLATE DETAIL BP-10 BASE PLATE DETAIL BP-11 BASE PLATE DETAIL BP--12 A. BOLTS 3/4" 0 BASE It THI<. 5/8" A. BOLTS 3/4" 0 BASE IT THK. 5/8" A. BOLTS 5/8" 0 BASE It THK. 1/2" A. BOLTS 5/8" 0 BASE R THK. 1/2" - A. BOLTS BASE R THK. — A. BOLTS BASE F� THK. STEEL LINE _ _' 2 �— `i �-2 1 22 ' FORMED BASE TRIM STEEL LINE STEEL LINE STEEL LINE_ STEEL LINE I C ' F_1/4" STEEL LINE _ FINISH FLOOR m. a a FINISH FLOOR FINISH FLOOR FINISH FLOOR < EQUAL EQUAL -- a e t 3'-0" 3070M ✓/~ FRAMED OPENING WIDTH (REQ'D)FIELD LOCATED (SIZE) (ATTACHMENT TO CONCRETE BY OTHERS) FRAMED OPENING A.B. DETAIL F— A. BOLTS 5/8" 0 BASE Z THK. 1/4" /2 0 ANCHOR A01 TS RFQ ]Z_ ID F.Q. SIZE QUAN F. SHOPREF. LOCATOCAT FIELDE LOCATE TYPE REMARKS / F1 9'-0 X 8'-0 2 YES O.H. DOOR FRAME FIELD LOCATED WALK DOOR - SECTION A SECTION B SECTION C ANCHOR BOLT DETAIL — F.O. FOR WINDOW NOTE THE UNDERSIGNED Is NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. D R A`I�II ICI G S TA TU S REVISIONS . . metallic Wilding company F2 4'-0 X 5-0 4 YES n SILL T 3'-0 A.F.F. 3'-Q X -a 2 YES - F.O. FOR WINDOW FOR APPRO VAi • NO. DATE DESCRIPTION BY CICD AIR: o TE _ A 02/ /03 _ _ FOR APPROVAL/PERMIT RS CT �3 _ SILL AT 3_-0 A.F.F. THESE DRA`AINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE 15 TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE , qq iiF, j1 7301 FAIRIAEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 4 "- 88 ZIP 77240 F4 6'-4 X 7'-2 1 YES F.Q. FOR SUB -FRAME B — FOR APPROVAL/PERMIT - GENERAL REV. J.B. DESCRIPTION BASE PLATE DETAILS CONSIDERED AS COMPLETE FOR PFRPAIT• THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL _ _ SIZE SEE SHEET Cl of 1 - — _ �' CusroMER J.B. MATHC. CO. TRACY FORREST 1=" IN THAT, AS A MINIhdUPA, PIECE MARKINGS ARE h10T IDENTIFIED. ONLY DRAWINGS ISSUED FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. I�1 FnR c�UlsTRUTrlOnl L� FINAL DRAWINGS. rT LOCATION SANFORD, FLORIDA CAD BY ,� BRIOCS `� — FRAMED OPENING SCHECULE DRN. BY J.S. r,KD BY DATE � SCAL JOB h10. PH NONE 0605--207059 — BLDG. DESC. SHEET NO.� A—C �F 2 of 2 _ ISSUE �B C '! C BRACING SCHEDULE ITEM DESCRIPTION ® 1/4" 4 CABLE BRACE ❑ 3/8" 0 CABLE BRACE 1/2" 0 CABLE BRACE �❑ 3 1/2 X 3 1/2 X 1/4 ANGLE BRACE T6 5/8" 0 X .156 PIPE STRUT PURLIN LAP SCHEDULE LAP F LAP DIMENSION 1'-2 3/4" ❑1=8X31/'2X12GaCEE SUPPORT BEAM BRACE Ey_ I K J.2 H.3 G ®r, —1 _ _ 12a'-o" o/o STEEL 20'-6 1/2" 19'-4" 21'-2 1/2" I 21'--2 1/2" 19'-4" 20'-6 1/2" 7 o l �❑ D _L N I CII !V) �N IN N xi xi tx i:< I �ro �n �- _ I i� _ I — I I ! _ I 1 _ 1-- C9 O Z , ❑ \ ❑ o C I U �] U r� � w O I O ti / C0 4 / v \ I I I CD o Q C� _G) -0- _e `jfm- THE UND'cRSIGNED IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. iOUf! UIIY11 H J H G� D.2 D C OA ROOF FRAMING PLAN - BUILDINGS `A', 'B' & `C' , 1 MISCELLANEOUS ACCESSORIES SWING DOORS FRAMED OPENINGS VENTILATORS _ DRAWING STATUS _ REVISIONS +'� I I" metallic building company J 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 MK. NO. DESCRIPTION MK. NO. DESCRIPTION MK. DID. ❑ SIZE DESCRIPTION MK. NO. DESCRIPTION \❑� FOR APPRQVAI • LJ 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 PRo.JEcr DOCU`ENTS. ONLY DRAWNGS ISSUED 'FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT, iy 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. Fn' cCN�TR,ICIIm ❑FINAL DRAWINGS. NO. DATE ❑ DESCRIPTION BY � GK'D A 1 LOT OF SUPPORT FRAMING FOR SPECIAL SOFFIT C 4 3070M WHITE T,'�ITH WEATHER ( E 9'-0 X 8'-0 F.O. FOR O.H. DOOR J 6 24" ROUND ROOF VENTS WITH A 0z 03 / FOR APPROVAL/PERMIT / OVAL PERMIT RS CT _ AND LINER SYSTEM AT ENTRY AREA (BLD'C 'C') _ STRIP AND PREP'ED FOR DEAD BIRD SCREED! DAMPER B IFOR APPROVAL/PERMIT - GENERAL REV. J.B. _ BOLT LOCK SET F 1 6'-4 X 7'-2 F.O. FOR STOREFRONT FOR MID -SLOPE INSTALLATION _ DESCRIPTION ROOF FRAMING PLAN - BUILDINGS 'A', 'B' & 'C' jut 0 B 1 LOT OF 24 Go ARTISAN 1 SOFFIT AND LINER WiLIGHTS LOUVERS SIZE SEE SHEET Cl Of 1 PANELS AT ENTRY AREA (BLD'G 'G') MK, td0. DESCRIPTION _ G 4 4'-0 X 5'-O F.O. FOR _WINDOW _ MK. N0. DESCRIPTION — CUSTOMER J.B. MATHEWS CO. TRACY FORREST D 1 PBR' PROFILE TRANLUCENT _ SILL AT 3'-O A.F.F. K 4 4'-0 X 4'-0 STD FIXED LOUVER — LOCATION SANFORD, FLORIDA CAD BY J. BRIGGS _ PANELS FCR BI-FOLD DOOR H 2 3'-0 X 5'-0 F.O. FOR WINDOW SILL AT -0 A.F.F. ORN. BY J.B. , CK'D BY DATE i s L- NONE JOB NO. PH BLDG. r,ESC. 0605-207059 - A-C SHEET N0. E 1 of ISSUE B - - COVERAGE SILL AT 3'-0 A.F-F. I 12 RIGID END FRAME 1'-3 BEYOND CD CD cc Z 010 Li co O 12'-0" BUILDING 'A' 18'-0" 0/0 STEEL WALL FRAMING ELEVATION - -BUILDING V - LINE V NorF FIELD CUT tiBALL �JEI 'T� AS REQUIRED TO MATCHROOF SLOPE. T 12 j w "-o']. 12'-0" BUILDING 'A' 18'-0" 0/0 STEEL WALL SHEETING ELEVATION — BUILDING 'B'--_LINE V co 2'- 0 co 11-31, G.8} 5 1 /2 1 12 12 __-I 5 1/2 (D) co 11'-11 1/4" C-4 �) � 11 �n Lr 4'- 8 4'- dT" 8'-0 Y-01, 5'-9 . 16'-0 1/2" 8 S-0 '-0" 4'-0° 41 - BUILDING 25­5" 25'-0" 25'-5" 75-10" 0/0 STEEL —WALL FRAMING ELEVATION — BUILDING 'B' — LINE I 21 12 3 T_ RIGID END FRAIME 1, -3 BEYOND O co CD C) CD C-4 ci) -1 12'-0" 4'- 0" 1'-- 31' 18'-0" 0/0 STEEL BUILDING 'A' NOTE. FIELD CUT WALL PANEL IS REWIRED 10 MATCH ROOF SLOPE. c EAVE TRIM 51/2 F __ 5 1/2 12 12 EASE TRIM s z GUTTER c) -1 Lj _ i__ J� 1 h I I �_ i ._Cf N A-t BASE TRIM co CO BA E TRIM. 5" cl) 6 4" (Z) 4'-8" 14'-0"1 BA" IS- 0: 10'-2 3/4" W-H 1/4" 10'-2 3/4' 5'- 0 8'-4' 4'­0" 4'-8" 29'-10 3/4" _16'-0 1/2" 29'-10 3/4" BUILDING 'C' 75-10" 0/0 STEEL WALL SHEETING ELEVATION BUILDING V - LINE 1 WALL FRAMING ELEVATION - BUILDING 'B' - LINE FIELD CUT WALL PANEL L AS REQUIRED TO MATCH ROOF SLOPE, 12 O CV " ' 12-0 t 15-0" 0L4- 0 /0 STEEL BUILDINGW (2d WALL SHEETING 'ELEVATION - BUILDING 'B' -- LINE 1� 12 3'-0' ( - -- 1 3'-0° ICI I I I 3' 0°Of _ Y f� u CD 1-0 cli I L 11 3 1.3'-7" 1'-3" FIELD SLOT GIRTS FOR CABLE BRACE PASSAGE AS REQUIRED. -- 3'-6° 9'-0" 14'-10° 14'-10" 9'-0" - 27'-4" 24'-2" 25'-0" 21, 2„ 27'-4„ 26'-1" 0/0 STEEL 75-10" 0/0 STEEL '13 26'-1" 0/0 STEEL BUILDING 128'-0" 0/0 STEEL c9 w w w WALL FRAMING ELEVATION - BUILDING `A' - LINE 2 WALL SHEETING ELEVATION - BUILDING `A' - LINE 2 BRACING SCHEDULE ITEM DESCRIPTION F� 5/16" 0 CABLE BRACE I �L1 J I I - �3 J.2 12 64'-2 5 g" 4'-9 5/8" 4'-9 5/8" 4'-9 5/8" 4'-9 5/f 4'-9 5/8" 44'-9 5�8 4 `9 /_ _ '-9 5/8" 4'-9 5/8" 4 _ n B 3--4 26 Go 'PAR' ROOF FANEL__ _ 26 Go 'P6RfR00F PAf�1rL� _� — I-� �` — 3'� 8 A" 24 24 t,--y E n 24 CD 36 z6 4-1 Lo A 2 Q L J O Q L rW ^fir - _ �- �. o N O; CJ� jw I 12 {4) 1" 0 ANCHOR BOLTS NIITH 3/4" BASE PLATE 3'-1" FIANCE BRACE ONE SIDE ONLY TYPICAL U.N. SPLICE BOLT SCHEDULE SPLICE - WANT A325 BOLD SIZE SPLU PLATE THICKNESS sPLICE B01T QUANTITY WA'SHENS PER B4� T 'WASHER QUA.ilPi'( �A 10 1 1/4" 0 X 3 3/4' 1 do 10 7/8" 4 X 2 1/2" 5/8 © 10 3/4" 0 X 2" 1/2 12 6-4'2_ 9 5/8" 4'-9 5/8" / -g 5 4 4 8"4', / _9 5/g:,l '-9 5/8" q'_9 5/&�: 4, �- � 8» ' - - 9 5/8" 4'-9 5/8" 4'-g _ 26 C�1`pyw ROOF PANEL -- - �-= 26 Ga `PBR'_ROOF PANEL I24 24 a i 4" T _ _ 3 11 24 9 121'-10" ± CLEAR 128'-0" 0/0 STEEL CROSS SECTION - BUILDING `A' - LINE 4 - -- 36 36 A� iO W L Q a T �JI J _J J Q O tl I w` CY] N r CJ N I � I �9 12 (4) 1" 4 ANCHOR BOLTS — WTH 3/4" BASE PLATE 3'-1" 12 F- 6 ------- 2 4'-9 5/8" 5/8'' 4'-9 5/( 3 41-9 5/8", 4'-9 5/B ro 4'-9 5 a" 4'-g -9 D 0 4'-9 5/P" 4' 8' 4'-g 5 Ln 4'-9 5 8", Ln '- " j-. BRpkxL —41 34P, Ro 06 GO SPILICE- BOLT SCHEDULE S C.- PU F. QUANT I A325 801T SIZE SPLICE PLATE 114IRCKNESS SPLICE BOLT QUANTITY NA9ERS PER BOLT WASHER OU41DFY (D 8 5/8" 0 X 2" 1/2 (DE, 8 5/8" 0 X 2" 1/2 C) 4 3/4" 0 X 2" 1/2 12 - - -------- 4'-9 5/8" A j 5/8" 4'-9 5/8" 1'-9 5/8 4 00 00 5/8" 4'-9 5/8" 4 - 9 8 26 G 'p F PANEL IT I CROSS SECTION - BUILDING 'A' - LINE 5- CD C CD G C-1 W C� a v w cr CD 0 CD ai 0 G 2 f 12 3 r 17 9' z g�16'l J -3 �1 , --- _J Oa CD B c� �F 7 15 a � w 0 f FLANGE BRACE o - o ONE SIDE ONLY FLANGE BRACE ONE SIDE ONLY z Di �"J TYPICAL U.N.CD - m A z 2 Q TYPICAL U.N. o n o oI o z z Y < O C) w I Ln 5 Q- o CL CDLn N rD Uj W L W J cU -r' W cc \ 10 L U O r- co CD \ O O \ _� _ v I r`7 I i7 N O� iv> O O 7 v � O><I C m 17'_ 2 1/8° t CLEAR _ r- 17'-2 1/8" z CLEAR 18' G" 0/0 STEEL BUILDING 'A' 18' D" 0 0 STEEL NOTE- THE UNDERSIGNED IS / BUILDING `A' NOT THE ENCI,IEE_R OF RECORD �— -�----------~� ------ ------ � Fos TN.E OVERAl1 r-Ro�ECT. R11 . A - CROSS SECTION — BUILDING `B' — LINES `C' CROSS SECTION - BUILDING `B' — LINES `D' & `H' DRAWING STATUS REVISIONS EQR APPRnVtAI. - ND- nAE DESCRIPTION BY CK'D ,, metallic building company THESE DRAAINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIP. A 027 /03 FOR APPROVAL/PERMIT RS CT '1 7301 FAIRVIEW • HOUSTCf1, TEXAS • P.O. BOX 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT B FOR APPROVAL/PERNAIT _ GENERAL REV. J.B. ZIP 77041 (713) 466-7788 ZIP 77240 DOCUMENTS, ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE - CONSIDEREO AS COMPLETE _ DESCRIPTICN CROSS SECTIONS - BUILDING V - LINES 'C', 'D', ,H, & nR PERMIT- F _ SIZE __SEE SHEET C1 of 1 _ THEE DRAWINGS, QEING FOR PERMIT, ARE BY DEFINITION NOT FINAL - -- IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY GUSTCMER J.B. t`•�IA(f-.E+1�IS CO. —�TRA RR DRAWINGS ISSUED FOR CONSTRUCTIOP! "CAN BE CONSIDERED AS -�� COMPLETE. - -- -- LOCATICN SAiNFORD, FLORIDA i CAD BY j BRIGGS ❑F (,.� QN �7RUrTI C1 URN. BY oK'D Bo _ DATE SCALE ooB Ro. PH BLDG. DESC. SHEET NO. ISSUE FINAL DRA`iJINGS. ----- �.F3. NONE 0605-20705� A—C E 8 of B SLICE BOLT SCHEDULE SPLICE QUAN � A325 BOLT SIZE S2NCf PLATE THICKNESS ;PUCE BOLT QUANTITY WASHERS PER BOLT WASHER QUANTITY (� 4 5/8" t� X 2" 1 /2 4 5/8" � X 2" i/2 (4) 5/8" 0 ANCHOR BOLTS WITH 1/2" BASE PLATE 12 5 1/2 12 5 11 /2 5 1/2 12 12 5 1/2 B GROSS SECTION - BUILDING 'C' - LIME 0.5 O CJ CD L4 O rJ 00 (4) 5/8" 0 ANCHOR BOLTS 'KITH 1/2" BASE PLATE GROSS SECTION - BUILDING 'C' - LINE 1 O V �_V) 1�16 NA GJ's), I i 1'-3" BUILDING 'B' 8'-0" 0/0 ST'L�r WALL FRAMING ELEVATION — BUILDING `C' — LINE 1 SAVE TRM GUTTER I � W S J LAP j o I I to c l BUILDING `B' I 8'-0" 0/0 ST'L WALL SHEETING ELEVATION — BUILDING `C' — LINE `G.8' 12 12 5 1 /2 �— � .-�. � �_-] 5 1 /2 CD S J I I \ I I I J = w n I I �� SHEETING ANGLE I I vaj CD I (IYP� I I o �— o RIGID END FRAME I ' fl cv -3 BEYOND I I I` n Sri 0 0 W-11 1/4" C/O ST'L zv 16'--0 1 /2" 0/0 STEEL WALL FRAMING ELEVATION — BUILDING `C' — LINE 0.5 12 12 5 1 /2 5 1 /2 l co \_ \ 11'-11 1/4" 0/0 ST'L 4 16'-0 1/2" 0/0 STEEL WALL SHEETING ELEVATION — BUILDING `C' — LINE 0.5 O I � � 1 ca w W I > w u n I I 1 o F- J ( x o i N U] I o I i 1'-3" 8'-D" 0/0 ST'L 1 BUILDING 'B' WALL FRAMING ELEVATION — BUI' DING `C' — LINE `D.2' EAVE TRIM NOTF. GUTTER FIELD CUT 'NALL PANEL _ AS REQUIRED TO MATCH T j ROOF SLOPE. W { T_ 11 J EIELD CUT END PANE1-S I LAP CD i AS REQUIRED TO FIT. �D N 1 I H I 8'-0" 0/0 ST'L BUILDING 'B' WALL SHEETING ELEVATION — BUILDING `C' — LINE `D.2' 1 0.5 1 2'-0" I 1 w - - z O H C7 o 1 � r 1-3 BIJIL DING `B' 8'-0" 0/0 ST'L LINER FRAMING ELEVATION - BUILDING `C' - LINE `D.2' 1 0.5 2'-0" 2'-0" T 6 6„ u w fi 1 f— 1 w N o I w a o I � o0 I 1 I - l" BUILDING `B' 8'-0" 0/0 ST'L LINER SHEETING ELEVATION - BUILDING `C' - LINE `G.8' r,) D.2 -., O O 11'-11 1 /4" 0/0 ST'L {� v C C.8 '.2 ---` 2'-0" �1 -- ------ = w 1 T u w_ u I J O 1 I w I in 1 O p O 0 0 Ip L.- CD I ID1 I -- .. -- _— - - co co o 1 n r- O O N 11'--11 1/4" 0/0 ST'L 16'-0 1/2" 0/0 STEEL 8'-0" 0/0 ST'L BUILDING 'B' REFLECTED SOFFIT FRAMING PLAN --BUILDING 'C' _ SLOPED SOFFIT AREA F —H--------------H-7}—�--- i I I I �51/2. 12 51/2: 12 I I I I A � IS] !n O O c" iI'— 11 1/4 0/0 STL N 16'-0 1/2" 0/0 STEEL 0 rJ O REFLECTED SOFFIT SHEETING PLAN - BUILDING `C' _ SLOPED SOFFIT AREA ,T REFLECTED SOFFIT FRAMING PLAN - BUILDING `C' FLAT SOFFIT AREA (8'-0 A.F.F.) co CC, . 8 -1 0 1 16'-0 1 /2" 0/0 STEEL REFI_F_CTED SOFFIT SHEETING PLAN - BUILDING `C' FLAT SOFFIT AREA (8'-0 A.F.F.) LINER FRAYING ELEVATION - BUILDING `C' - LINE `G.8' �5 I ) 1 2'-O" 2-0 w _ w � u I { " w C�l cn 1 I co O (�13" 8'-0" 0/0 ST'L BUILDING '8' ELEVATION -BUILDING `C' -LINE `G.8' LINER SHEETING I IDGE �8'-01/4" 8'--01/4„ i 29' 10 3/4" 0/0 STEEL 16'-0 1/2" 0i0 STEEL------i_-29-10 3/4" 0/0 STEEL_ -r -- BUILDING 'C' --- 75'-10" 0/0 STEEL BUILDIiVG G ROOF SHEETING PI AN - BUILDINGS `B' & `C' (1) 5/8"0 x 1 112" Rake Angle A325 Bolts RM —1—In 48 x 21 P-u r I i'n Grace Beam Beyond ............... (3) 5/8"0 x 1 3/1 .. per Design (1) L Yx Yx 1/4" Brace w/(3) 5/8"0 A325 Bolts 'I 45, Tube Headero Zo Hinge In C; Hydro Swing Framing HYDRO SWING Bi—Fold Door Brace Beam Connection 5/8"0 x 1 3/4" A325 Bolts (Typ.) Double Angle Brace 4 x 4 x 1/4 Grace Bearn Single A Brace 5/8"0 x 1 3/4" A325 Bolt Double Angle .11�jl LA Brace Optional 12 Roof I Slope —Purlin (Typ.) 1 5/8"0 x 1 1/2" A325 Bolt Brace Beam 5/8"0 x 1 1/2" A-325 Bolt HYDRO SWING Bi—Fold Door An Ike Brace Connection to Brace Beam Tcolumn 1/2" Flange ' Clear Opening + 5" Jamb Column Width Hydro Swing Door Jamb Framing (Per Design) ydro Swing D oar .......... . ... . ................ Fastener he 12-24 x 1 1/4" Tek 4.5 At 20" O.C. . ................ - . ...... .. .................. ... - ----- . .. ....... . ... ........... . Steel Line Wall Panel Field Yield (Profile May Vary) 1/2" Flange Width Plus 2' 1/2"—j Jamb Trim OFL22 HYDRO SWING Bi—Fold Door Stub Column to Tube Header Connection , E- Fastener ran 7j v 12-24 x 1-1/4 rek 4.5 @ 12" O.C. V) BFL850 -, M Stub Column Beyond Field Weld Hydro Swing Framing i I`Tek 4.5 @ 12" O.C. Br'L24 Fastener #6 12-21 x 1-1/4 o Tek 4.5 9 12" O.C. HYDRO SWING Bi—Fold Door Top Rubber Detail in GENERAL CONDITIONS AND NOTES 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING _ AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIORTO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS; ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS 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 IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION ISSUE. 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 2001 EDITION OF THE FLORIDA BUILDING CODE. IT IS DESIGNED TO WITHSTAND 120 MPH EXPOSURE B WIND LOADS. MINIMUM DESIGN PRESSURE FOR OPENINGS IS +25.9, -28.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. DESIGN WIND LOAD IS 120 MPH WITH SHAPE FACTORS. NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF. DESIGN ROOF LIVE LOAD IS 20 PSF 8. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. It. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER, 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE. 14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. 15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS PROVIDED BY THE OWNER, BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 16. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER. 17. CONTRACTOR 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 FOR THE CONTRACTORS USE. FOUNDATIONS 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF FLORIDA. _ 2. ALI, REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. 4. ALL FOOTINGS SHALT. BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 5. BACKFILL AGAINST A WALL. SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 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. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS; SLAB ON GRADE AND FOOTINGS 3000 PSI REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR. MINUS I", AND HAVE'2 TO 4% AIR ENTRAINMENTS, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI318 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. S. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI301. 6. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES, 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY'r0 SUPPORT REINFORCING STEEL., SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS; WHICH ARE PLASTIC 1PPED OR.STAINLESS STEEL. 8. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS; AND WALLS.UNLESS OTHERWISE INDICATED 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 N6 THROUGH #18 BARS 1 11f" ALL OTIRR CASES 11. % MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". ALTERNATE FIBERMESH REINFORCING SHALL BE, COMMERCIAL GRADE. 12. CONTRACTOR SHALL VERIFY LOCATIONS, OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC„ AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS WITH V-0" LAP SHALL BE PROVIDED. 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS. 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE. 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT. WINDOW SCHEDULE M 3 � Q C Tr O 3 window size 3 3 cn remarks 1 4'40 v x 5'-0"h Fixed Aluminum Prefinished tinted Fixed, glass & aluminum 2 3'-O"wv x 5'-0"h Foxed Aluminum Prefinished tinted Foxed, glass & aluminum i CODE DATA - Corporate Handers 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 1 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 & Nan -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) Occupancv Analvsls Storing of private aircraft Without major maintenance. DOOR SCHEDULE 'C d V 4 rA C � ar 10 door size v° °v 'v° Sremarks Ell -Fold oveMead WE TranslucenT Panel A 60'-U' x 1&-0" ovhd Mtl Prefin Mtl and H drolift B 9'-0" x 10'-0" ovhd . Mtl Prefin Mtl Garage -type door, vertical fit track Storefront doors with 1'-4" h transom. 8'-0" T-O" x 6-8" w/ transom Alum Pr�l TempAlum total unit height rD 3'-0" x 6'-8" Mtl - Primed :: ....._ ._ __ ..sing B-labeled door with rated E T-O" x 6-8" MU Primed 1.5h Mtl X hardware With lock from entry side, auto -unlock from SC F T-O" x 6-8" Wd Painted Wood interior G 3'-0' x 6' 8" SC Wd Painted t o HC with closer and a e kick -set HC H T-O" x 61-8" Wd Painted Wood Pa a set J T-0" x 6-8" Wood Painted none Louvered ElWbld HC K 2'-6" x 6'-8" Wd Painted Woad 1'L'c�( - © v FLORIDA BUILDING CODE 2001 DESIGN PRESSURES FOR OPENINGS ( VERSION 1.01 bukoft t311 Wind Velocity (mph) 110 Company Eric Kuntzky, Architect Prepared By Eric Kuritzky, Architect 1. Exposure Category Importance Factor C00 +O1' STRUCTURES Client Name Tracy Forrest o rd Han Internal Pressure Coefficient + 0.18 INTERNATIONAL, LLC Job Description� rate HHanrs gers Mean Roof Height (ft) 24 Building width (ft) 78 .,•' ' Building Length (tt) 128 RoofSlope (x:12) 1 Job Number 23005.0 p L a WALL OPENINGS r V 01 OPEN G MARK A B C D r NIN DESCRIPTION Overhead Overhead E Doo(W Transom Hollow Mete{ LOCATION ZONE 5 5 4 5 NIN ELEV. ft 10 4.5 4 3.33 OPENING DIWIENIIONS WIDTH ft HEIGHT ft 60 15 9 10 6 8 3 6.67 MAXIMUM,POSITIVE PRESSURE 18.5 22.9 24.0 25.5.` MAX M NEGATIVE PRESSURE -19.2 -28.0 -26.2 33.2 1 1 2 Fixed Window Fixed Window 5 5 5.5 5.5 4 3 5 5 25.5 28.0 -33.2 34.2' u CONSTRUCTION ADIaNISTRAAON G CONSULTANT x.: 0 P.O. BOX 661421 'e ORLANDO FIARIDA 32666 0 Width of Edge Strip (a) in feet '9.6 a 407 898-6864 407 898-7292 FAX C S h ; si O 4 Y i o s s / 0 7 0 E y7y O r .. b. 0 C O u E _ ..:;. 0 fie sti 0 � � F1?10Vl9hllr� II r o. 5 117$. o c rm PIZ .� t � aa � fiPd �{ yr - 0 "o G 11111 I ;>�1�.vEc�. Srrtk.--c�t�4 c•�t- _ REVISIONS e��ltit"►t�l. .mow F,iT�Nt4VI t46- 0Y £oo _-- 'MIwI le-c.01 l8hU1.A-T'1d 8 0 c DRAWN >� o 5 ( p.1.V CHECKED l� E �f DATE 2 v D~1''u-���•�,, rite i�F SCALE ASS�}OV`J� ---__- -- _ _ _-- ------ -- _ PROJECT NO.2 O 2 t►'• � u SHEET` , �. o mill wit A0 wp- qPP1 KURITZKY CT AR0007981 ARCHITECTURE CONSTRUCTION xDviNmRAnox CONSULTANT P.O. BOX M1227 ORLANDO, FLORIDA 32856 (407) 898-8864 (407) 898-7M FAX 0 ti i. Z' 1F T19pur— < c t kN 2 F- Noe c A4, D 7 45A 0 2 CL 4* n ooe L GYPSUM WALLBOARD, MEL S I'UDS -------- Base layer 514'type X gypsum walilvard or gypsum veneer base applled paraW or at right angles to each side of 3%" steel studs 24" o.c. with I - Type S drywWI Screws 24' o.c.. IK L 0 Face layer 5/8' X gypsum wallboard or gypsum veneer base applied par6fiel or M 6, fA A A V right angles to each with 15/9' Type S dTwaD screws 12* o.c. Joints staggered 24' each layer and side. Sound tested With 31/im g1m.fiber.fridlon ftt In stud space. (NLB) Thk*now: 61W Llrnftlng Height: Rotor to Secftn V c L Approx. Weight: 12 psi Fire Test: See WP 150 (WHl-4V5-0236'1-30-80) Sound Tee: NRCC 81 8-NV, 2-3-81 c WALLS A�NP INTERICIA-PARTMONS, NONCOMBUSTIBLE C7 GA ]FILE NO. WP 1 1 HOUR 40 to 44 STC L — ------ x . . 11 .1 1 � . FIRE SOUND GYPSUM WALL90ARD, STEEL STUDS CUT fj One fayw W " X gypsum walboam or gypsun varmer bist appled pw or et rwK N c an"In each side of ash- s*W studs 24'o.c. with 1'Type S drywall 90-w tro.c.81 vwftW " and 12* o.r- at floor and oeflng nn'm" NO inbennedWe studs. Joints .staggered 24'on opposite sides. Thickness: 47W UrOng Height: Refer to Section V 0 App-x. Wekft 6 pat 6. CL Fkv TO. FM WP45, 6-19-68; osuT-irm."i; uLc 7wr4e4, 79rT500. ULC Design W415I ;� Sound Test NGC 2M, 7-M70 REVISIONS DRAWN CHECKED___._,*p_ DATE SCALE- h. -- - - ; -1�s � PROJECT NO SHEET Ism . %,i'`� 'v ll_ v -r. I A 1 1 t2,1 1 11 t-,% 1 1 ► r .vr +- r -r- 1 .a . ► i-/J ►k ... ,1 . , —0 �-c-RT �l M i 0 AR0007981 ARCHITECTURE CONSTRUCTION AD►QNIS[RATION CONSULTANT P.O. BOX 581227 OALANDO, FLORIDA 32856 407 898-8864 (407) 898-7992 FAX a ` i.r rv..4 p cd O sr • "'K H go a a mr c 0 r REVISIONS V Y: Q T. e M 1%11 Cl I f W--; L O L Q » f Emp, / ob. -"q YARCHITECT _N AR0007981 Y p ARCHITECTURE CONSTRUCTION ADIIINISfRATION L CONSULTANT w o P.O. BOX 661227 c ORLANDO, FLORIDA 32856 a c 407 898-6654 u (407) 898-7992 FAX c a �L V a » a Q x a s 7 O s N C a E 7 V O .D m N m s v- O c O O V 0 O E 0 Vl c O .» O C, Q O Q � m j a c a » o � O m � c 0 O v Q. V ' * Q Lo E-•c ® � L O V a s V L Q Y N r- �L 7 Y V w 0 O r a Q 0 L Q 0 s 0 L v N C a c O V L- 0 DRAWN CH -EKED_ SCALE_ _ PROJECT NO.2 ------------- SHEET HVAC 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) FEET FROM AIR INTAKES. 3. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAUJING5. TRANSITIONS TO ALL EQUIPMENT SHALL BE .VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 4. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS INFIELD. PRIMARILY, DUCTWORK SHALL RUN IN CEILINGS AND RUN BELOW TRUSS WEB SPACES. DO NOT CUT TRUSS WEBS WITHOUT THE EXPRESS PERMI5510N OF THE TRUSS MANUFACTURER. CLEARANCES THROUGH TRUSSES SHALL BE PROVIDED BY THE GENERAL TRADES. 5. DUCT SIZE,$ AND OPENINGS THRU ROOFS, SLABS AND WALL PARTITIONS SHALL SUIT EQUIPMENT FURNISHED. OPENIW45.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. $. LOCATE THERMOSTATS FIVE FEET t5'-0') ABOVE FINISHED FLOOR THERMOSTATS SHALL BE STANDARD ELECTRIC SUB -SSE TYPE FOR MANUAL SELECTION OF MULTIPLE STAGE HEATING OR COOLING AND MANUAL FAN -OFF -AUTO SELECTOR SWITCH. S, ALL EQUIPMENT, DUCTWORK, ETC. SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A VIBRATION -FREE RIGID INSTALLATION, 10, ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSION,$. 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 C05T TO THE OWNER 11. MANUFACTURERS' NAMES AND MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR ON THE SCHEDULES ARE FOR THE PURPOSE OF ESTABLISHIWa 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 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 SYSTEM5 ARE OPERATING WITH FIVE PERCENT (6%) 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 NECESSARY TO ACCOMODATE DUCTWORK INSTALLATIONS, BALANCING WORK AND INSPECTIONS. ALL EXISTING AIR DIFFUSION DEVICES SHALL REMAIN IN THEIR PRESENT LOCATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. lb. RECTANGULAR DUCTWORK SHALL BE TWO INCHES (2') THICK, 4.5 POUND DENSITY R-6 MINIMUM FIBERGLASS DUCT BOARD WITH FOIL FACED GLASS FIBER REINFORCED 5CRIM. SYSTEM SHALL BE CLASS I U.L. RATED SUITABLE FOR VELOCITIES TO 2,400 FPM AND PRESSURES TO TWO INCHES (29 POSITIVE PRESSURE. JPOINT5 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 II/alkalia 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 16 UNATTAINABLE) Z° MIN. loll ` MAX. CONDENSATE DRAIN PAN 2' 4 DRAIN CONDENSATE r EXTEND CONDENSATE LINE FULL PIPING ON GRADE ON SIZE FROM UNIT CONDENSATE UNPAVED AREA DRAIN PAN CONNECTION TO OUTSIDE GRADE CLEANOUT WITH THREADED. PIPE CAP CONDENSATE TRAP DETAIL NO SCALE EF-1 4'4 CR AIR INTAKE, 120 CWi (0- 0 TED STEEL DUCT. COCT 6' 0 4'� 1(ox8 WALL INTAKE AIR LOUVER ABOVE CANOPY ------- X, f 100 CFM =' I i f f , FA R SEAL EACH END WITH EXPANDABLE FOAM SEALANT o 1:3 v - 7 t E n. Je t E a Y L Y 0 c a C N C O v c 0 z 3 v 0 a a L a x 0 0 . r 0 _s m 0 v 0 a 0 L O C 0 0 u v` AROOO7981 ARCHITECTURE CONSTRUCTION ADURG51fiAnON CONSULTANT P.O. BOX 581227 ORLANDO, FLORMA 32854 407 898-8854 407 898-7992 FAX m Cq Qp �a O v at7ar-c v bdo� ao.sie, ,z x va�R.EA AIR DISTRIBUTION SCHEDULE ° E L 0 a C MARK DESCRIPTION MATERIAL FINISH BASIS OF DESIGN Co 24' X 24' FACE PANEL ALUMINUM WHITE METALAIRE LOUVERED FOR A 4 WAY BLOW ENAMEL SWO-M&-54 ' Co WITH EQUALIZING GRID AND SERIES rtj OB.V.0, LAY -IN TEE BAR ` �,; •� FRAME. 0 p o Gti o x 4 i G� U Q z� a.> NUMBER OF LIKE DEVICES IN A ROOM SCHEDULED DESIGNATOR, IE. CD=CEILING DIFFUSER O 5W0=6IDEWALL DIFFUSER ! ` ;I P ° v RG=RETURN GRILLE ` `€ DG=DOOR GRILLE A CORE SIZE etc. 9 +� (3�4 DIRECTIONS OF DISCHARGE ' Ott bi L� AIR QUANTITY IN CUBIC FEET PER MINUTE Fm- w,m..... __ VO, 4 HVAC FLOOR PLAN CORPORATE HANGAR TYPE 3 (BUILDING ADDRESS - 3442/3443) SCALE: 1/4' = 1'-0' 8'�, 4 5PL O 3 U p, , DRAIN CONDENSAAE T�1 PIPE ONTO UNPAVED a AREA o I' CONDENSATE _._....v.._ M, DISCHARGE I O CONCRETE PADDRAIN LINE4" STEEL DUCT WALLCAP rC7 THROUGH CEILINGS CAVITY TO WALLCAP f � = DISCHARGE M_ CU-1 _ 0 � ;_4w...._.. ,r.. n,.......... ...._.. _....r_......._._,., .r.... _ N C/) fil ----------- -- �.,. 4' PVC CARRIER � PIPE I DISCHARGE UNDERGROUND A I WALLCP ;: f .� i � i y . - ..----._.__.__ ,.. _.{ _ ..�y � .. _ _....__._..._ ..,_.._ .�___.___._, � ul E s O f - t ul F t I w i CD! 8'w, 4 ..__. _ C � � H• A� =Lt-N.OR 'Mill AIR Nt�%ZEV m ;_ v.. .__.__,__.. OI WALL MOUNTED 1.5 TON AIR HANDLER WITH 5.0 KW ELECTRIC HEATER, THREE-QUARTER o (1/4) HP BLOWER MOTOR, 10.0 SEER MINIMUM: WALL MOUNTED RETURN. GRILL INTEGRAL ....�_._,_ .........,...,....._. �.-.....__. a WITH SERVICE ACCE55 DOOR E O2 UNIN6ULATEP STEEL DUCT EXHAUST DUCTWORK 0 CEILING FAN WITH FACE GRILLE,15 CFM AT 0,125' 5.P. 12OV/1=PHASE, WITH SPEED m CONTROLLER AND BDD. U t� 2 a r Y F Y Q U w O DRAWN MVIE Smfos CHECKED HAROLD H. CONDO DATE OCTOBER 14 2003 SCALE AS NOTED PROJECT NO. WPC -ow HVAC FLOOR PLAN 'M HANGAR TYPE 3 NOTES, DETAILS AND MULES SHEET PLUMBING; GENERAL NOTES 1. THE PLUMBING CONTACTOR SHALL BE RESPONSIBLE FOR PROVIDING INSTALLATIONS AND ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE AND GOVERNING AUTHORITIES. 2. THE PLUMBING CONTRACTOR SHALL VERIFY AND CORRECT, AS REQUIRED TO MEET ALL APPLICABLE CODES AND REGULATIONS, ANY POSSIBLE DISCREPANCY BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING DOCUMENTS AND FIXTURES ACTUALLY INSTALLED. 3. THE PLUMBING CONTACTOR IS TO FIELD VERIFY ALL CONNECTIONS AND INSTALLATIONS AND COORDINATE ALL INSTALLATIONS WITH THE WORK OF ALL OTHER TRADES PRIOR TO THE PERFORMANCE OF SUCH WORK. 4. VALVES LOCATED ABOVE CEILING SHALL BE LABELED AS TO THEIR LOCATION ON THE CEILING GRID. PROVIDE LABEL WITH A WHITE BACKGROUND AND BLACK LETTERING. 5. AIR CHAMBERS WILL NOT BE CONSIDERED OR ALLOWED AS AN ALTERNATIVE TO THE WATER HAMMER SHOCK ABSORBERS AS SPECIFIED AND IN STRICT ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE PLUMBING AND DRANAGE INSTITUTE AND THE AUTHORITY HAVING JURISDICTION. 6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FIRE AND/OR SMOKE RATING INTEGRITY OF ALL FIRE AND/OR SMOKE RATED WALLS, CEILINGS AND FLOORS WHICH WILL BE PENETRATED BY ANY WORK PERFORMED UNDER DIVISION OF WORK. PROVIDE FIRE RATED INSTALLATIONS WHERE REQUIRED AND WITH A FIRE RATING EQUAL TO OR IN EXCESS OF THE ASSEMBLY BEING PENETRATED. PROVIDE SMOKE RATED INSTALLATIONS WHERE REQUIRED AND WITH A SMOKE RATING EQUAL TO OR IN EXCESS OF THE ASSEMBLY BEING PENETRATED. i. CHANGES IN DIRECTION OF PIPING SHALL BE MADE ONLY WITH APPROVED FITTINGS AUTHORIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE, INSTALL AND CONNECT A THERMAL EXPANSION TANK THE TANK SHALL BE AMTROL "A5T-5 2 GALLON CAPACITY OR APPROVED CALIBRATED RELIEF VALVE. ASME T4P 3/4'CW RELIEF VALVE FULL SIZE RELIEF ROUTE TO TRAPPED FD FULL SIZE DRAIN ROUTE TO TRAPPED FD 3/4' TO i FIXTURES SHUT-OFF VALVE DI -ELECTRIC CONNECTIONS T_ WITH HEAT TRAPS (TYP) Jy 3/4'HW WATER HEATER PAN FINISHED FLOOR WATER HEATER (EWH) DETAIL NO SCALE WATER HEATER SCHEDULE MARK CAPACITY INPUT RECOVERY NOTES GALLONS EWH 30 (2) 4.5 KW ELEMENTS 31 GP1-I ON FLOOR ABOVE NON -SIMULTANEOUS %O DEGREES THE TOILET GROUP OPERATION F. R15E 140 DEGREES F. ENLARGED PL (OVELL HANGAR) . • i � I PLUMBING LEGEND SYMBOL DESCRIPTION OC TRAPPED DRAIN SANITARY PIPING ------- VENT PIPING — - — COLD WATER --- HOT WATER (110 DECREES F) TEMPERED HOT WATER �! EGO EXTERIOR - SET IN 15' X V X ro° THICK CONCRETE PAD V.T.R. i L VENT THROUGH THE ROOF —�� HB HOSE BIBS WITH VACUUM BREAKER —pq-= SHUT-OFF VALVE SHOCK ABSORBER 0— FCO FLOOR CLEAN OUT SC TRAPPED FLOOR DRAIN SHUT-OFF VALVE IN PIPING RISE PLUMBING FLOOR PLAN NOTES �1 THREE-QUARTER INCH (3/4') .CW DROP FROM AN ELEVATION ABOVE NEW CEILING OR ABOVE ANY DOORS ALONG WALL, WITH SHUT-OFF VALVE CONNECT TO HOSE BIBB. 2O CW PIPING RISE ALONG INSIDE WALL WITH FULL PORT SHUT-OFF VALVE FOR BUILDING, RISE TO AN ELEVATION ABOVE ANY DOORS. PROVIDE WALL, ACCESS PANEL WHERE PIPING RISES WITHIN WALLS. PIPING LOCATED BELOW GRADE OR BELOW PAVEMENT. FOR CONTINUATION OF PIPING SEE CIVIL SITE UTILITY DRAWINGS. WASTE AND VENT PIPING: IN WALL, CONNECT TO FIXTURE(S). CW PIPING DROP IN WALL, CONNECT TO FIXTURE(S). HW PIPING DROP IN WALL, CONNECT TO FIXTURE(S). 8oCW PIPING TO AND HW PIPING FROM ELECTRIC WATER HEATER (EWH), LOCATED ABOVE, SEE DETAIL. PIPINGS LOCATED BELOW FLOOR SLAB, _._ _... _._ ...._. ,..._ ..... ......... ...._ ----- ..... -- - - -- ---- PLUMBING FLOOR PLAN -CORPORATE HANGAR TYPE 3 (ODELL HAWsAR BUILDING ADDRESS 344213443) SCALE: 1/8' _ V-0' C� t ARO007981 ARCIUMMM CON91'RUMON ADURCM.AIIOIL CONSULTANT P.O. BOX 561227 ORLANDO. FLORMA 32858 407 898-8854 407 898-7992 FAX n �Kt n ci Q T� o U �aenp V u� Sao l� ApoQ8- mo V] It Pa LL E+ r O 3:1 E. DRAWN M CALWY CHECKED HAROLD H. CONDO DATE OCTOBER 14 2003 SCALE AS NOTED PROJECT NO. WPC-0301 PLUMBING FLOOR HANGAR TYPE 3 NOTES, LEGEND SHEET a `y t V e wl ARCHITECT AR0007981 ARCHITECTURE CONSTRUCTION ADYRUMATIOX CONSULTANT P.O. BOX 561227 ORLANDO. MRIDA 32858 407 898-8854 407 898-7992 FAX u m 0 A � .�goQc:�o e oz Q�.I4�I Iz a&u k� d m � 0 %, O bi DRAWN M(CHAEL CAUSEY CHECKED W ROLD FL CONDO DATE OCTOBM 14 2003 SCALE AS NOTED PROJECT NO. VIC-= CORPORATE HANW rfFl-=3 (�I 1 LL*A NG KE .QRif SHEET P�r2 THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS, FROM THE 2002 EDITION OF THE UL FIRE RESISTANCE DIRECTORY SYSTEM No. W-L-1001 (FORMERLY SYSTEM NO.147 F RATING-4, 2, 3, AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS4,1, 2, 3, AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT --LESS THAN 1 CFM/sq ft L RATING AT 4000 F--LESS THAN 1 CFM/sq ft L 1, Wall Assembly - The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly sball be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall. include the following construction features: A. Studs - Wall framing may consist of either wood studs (max 2 It fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in, lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in, deep channels spaced max 24 in. OC. B. Gypsum Board* - Nom 1/2 or 5/8 in, thick, 4 ft, wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diem of opening is 13-1 /2 in. 2. e PI t Conduit p o Co dut -Nom 12 in, dram {or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in: dram (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diem (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper Tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used max F Rating of fitestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in diem may only be used in walls constructed using steel channel studsA max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to.be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. FAVoid or Cavity Material* - Caulk - Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1 /4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit Dia In. Annular Space In. F Rating Hr T Rating Ht 1 0to316 1or2 0+,1or2 1 14to1/2 3or4 3or4 4 0 to 1-1/2 1 or 2 0 6 1/4to1/2 3or4 0 12 3/16 to 3/8 1 or 2 0 + When copper pipe is used, T Rating is 0 L MINNESOTA MINING & MFG CO - CP 25WB+. Bearing the UL Classification Marking ;ONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECMRr FOR DETAILS. All statements, technical information and recommendations contained herein are based on tests we believe to be reliable, however, since the conditions ofuse and application are beyond our control, 3M shall not be liable for any damage, direct or consequential, resulting from the use of this material or design. 3bPs only n^<uranty shall be to replace any ofour products -- pAGF UL SYSMM NO.. 1 OF j x 7L_ nn 1 proved to be defective. VP V V 1 4y 3M Fire Protection Products NOT FOR USE AS A CONSTRUCTION DOCUMENT. DRAWING NOT TO SCALE. NOTE: THE CONTRACTOR 19 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 CONTRACTOR LIGHT SWITCHES. THE ELECTRICAL SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE POSSIBLE AND HOLD A$ 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. ELECTRICAL FLOOR PLAN NOTES ROUTE THREE (3) �12 THWN, CU. TO THE PANEL AS NOTED VIA PHOTOCELL FOR 13 PROPOSED LOCATION OF THE TELEPHONE TERMINAL BOARD (TTB) FOR THIS BUILDING. CONTROL OF THE TYPE 'K' AND TYPE 'J' LIGHTING FIXTURES. PROVIDE, INSTALL AND VERIFY THE EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION. PROVIDE A CONNECT A PHOTOCELL EQUAL TO INTERMATIC 11<432IC; FLUSH MOUNT AS HIGH AS MARINE GRADE, PRESSURE -TREATED PLYWOOD BACK BOARD MOUNTED ON THE WALL POSSIBLE ON THE NORTHWEST CORNER OF THIS BUILDING. AND PAINTED TO MATCH THE COLOR OF THE WALL. THE BOARD SHALL BE A MINIMUM OF TWO FEET (2'-0') WIDE BY FOUR FEET (4'-0') HIGH. ROUTE A TWO INCH (2') CONDUIT �2 PROPOSED LOCATION OF THE FIVE (5) HORSEPOWER, 220 VOLT MOTOR AND FROM THE TTB TO THE OUTSIDE BUILDING: TERMINAL (OBT) AS REQUIRED FOR THE NEW CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOOR INCOMING TELEPHONE/DATA/CABLEYISION SERVICE. REFER TO THE 'MASTER (D PROVIDE, INSTALL AND CONNECT A 240 VOLT, N.F., NEMA I, S/N, 60 AMP DISCONNECT ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR ADDITIONAL INFORMATION AND LOCATIONS. SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR SURFACE MOUNT THE DISCONNECT SWITCH AT SIX FEET (V-09 ABOVE FINISHED FLOOR TO 14 PROVIDE CONNECTION OF THE BATHROOM EXHAUST FAN. THE FAN SHALL RUN WHEN BOTTOM OF THE ENCLOSURE. ROUTE A THREE-QUARTER INCH CONDUIT WITH TWO (2) THE LIGHT IS ON AND SHALL CONTINUE TO RUN FOR TWO (2) MINUTES AFTER THE *8 THUN, CU. AND ONE (1)10 THWN, CU., GROUND TO THE PANEL AS NOTED. LIGHT IS TURNED OFF. PROVIDE A TIMER SWITCH AS REQUIRED TO ACCOMPLISH THIS O PROP05ED LOCATION OF THE NEW PANELS FOR THIS BUILDING. THESE PANELS SHALL OPERATION. THE SWITCH SHALL BE TOGGLE TYPE. BE SURFACE MATED ON THE EXTERIOR OF THE BUILDING AND SHALL BE PROVIDED 15 PROVIDE, INSTALL AND CONNECT AN ISOLATED GROUND, DUPLEX RECEPTACLE AT WITH NEMA 3R ENCLOSURES. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR EIGHTEEN INCHES (IS') ABOVE THE FINISHED FLOOR FOR CONNECTION OF THE OWNER LOAD AND EQUIPMENT INFORMATION. PROVIDED COMPUTER VERIFY THE EXACT LOCATION AND HEIGHT WITH THE OWNER PROPOSED LOCATION OF THE. EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE. MOUNT THIS PRIOR TO INSTALLATION. FIXTURE AS HIGH AS POSSIBLE ON THE WALL, VERIFY THE EXACT LOCATION AND 16 PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 3R, MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION, FUSIBLE DISCONNECT SWITCH FOR THE CONDENSING UNIT AS NOTED. FUSE THE DISCONNECT SWITCH WITH D.E. FUSES AS REQUIRED BY THE A/C NAMEPLATE. ROUTE O ROUTE THREE (3) Y12 THWN, CU., IN A ONE-HALF INCH (1/2') CONDUIT TO PANEL AS A THREE-QUARTER INCH (3/4') CONDUIT WITH THREE (3) 08 THWN, CU. TO THE PANEL NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. AS NOTED. PROVIDE WEATHER-PROOF FLEXIBLE CONNECTION FROM THE DISCONNECT PROVIDE A SURFACE MOUNTED PUSHBUTTON FOR CONTROL THE AUTOMOBILE SWITCH TO THE CONDENSING UNIT, OVERHEAD GARAGE DOOR OPENER, MOUNT THIS DEVICE AT FORTY-EIGHT INCHES PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 1, (48') ABOVE FINISHED FLOOR TO THE BOTTOM. PROVIDE INTERCONNECT CIRCUITRY NON -FUSED DISCONNECT SWITCH FOR THE AIR HANDLER AND HEAT STRIP AS NOTED. AS REQUIRED. TYPICAL OF TWO (2) THIS BUILDING. ROUTE A THREE-QUARTER INCH (3/49 CONDUIT WITH THREE (3) 08 THWN, CU. TO THE PROVIDE A SURFACE MOUNTED JUNCTION BOX AND FLEXIBLE CONNECTION TO PANEL AS NOTED. VERIFY THE EXACT LOCATION FOR THIS DISCONNECT SWITCH WITH THE H.VA.C. INSTALLER. 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 18 PROVIDE, INSTALL AND CONNECT A THIRTY AMP (30A), 240 VOLT, TWO (2) WIRE, NEMA CONNECTION TO THE OPENER AS REQUIRED. TYPICAL OF TWO (2) THIS BUILDING. 1, NON -FUSED DISCONNECT SWITCH FOR THE ELECTRIC WATER HEATER AS NOTED. O PROVIDE AN OUTLET BOX FOR INSTALLATION OF A FUTURE CEILING PADDLE FAN BY THE WATER HEATER IS LOCATED ABOVE THE BATHROOM. ROUTE A ONE-HALF INCH (1/2') CONDUIT WITH THREE (3) 010 THWN, CU, TO THE PANEL AS NOTED. VERIFY THE OWNER PROVIDE A ONE-HALF INCH (1/2') CONDUIT TO THE -LINEAR SLIDE FAN SPEED EXACT LOCATION FOR THIS DISCONNECT SWITCH WITH THE PLUMBING CONTRACTOR CONTROL UNIT A$ REQUIRED FOR THIS FAN. 19 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND THIRTY AMP (30A), 10 ROUTE THREE (3) 12 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE LIGHTING 250 VOLT, POLARIZED RECEPTACLE FOR CONNECTION OF THE DRYER, LOCATE THIS CIRCUIT AS NOTED FOR NORMAL POWER(120 VOLT) TO THE EXIT LIGHT, COMBINATION DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR, ROUTE THREE (3) EXIT/EMERGENCY LIGHT OR EMERGENCY LIGHT FIXTURE AS NOTED. THIS CIRCUIT "10 THWN, CU. IN A ONE-HALF INCH (1/29 CONDUIT TO THE PANEL AS NOTED. SHALL BE CONNECTED TO AN UNSWITCHED LEG OF THE LIGHTING CIRCUIT. 9PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND TWENTY AMP (20A), 11 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND FOUR (4) PORT 125 VOLT, RECEPTACLE FOR CONNECTION OF THE WASHING MACHINE, TH15 TELECOMMUNICATIONS OUTLET (T/O) AS REQUIRED. LOCATE THIS DEVICE AT LOCATE DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR ROUTE THREE (3) FOURTEEN INCHES (149 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE BOX 012 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE PANEL AS NOTED. ROUTE A ONE INCH (19 CONDUIT WITH THREE (3) CATEGORY 6 CABLES FROM THIS DEVICE TO THE TELEPHONE TERMINAL BOARD (TTB) AND PROVIDE CONNECTION TO 21 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET AND THIRTY AMP (30A), 250 THE PATCH PANEL AS REQUIRED. THIS DEVICE AND ALL CONNECTORS SHALL BE VOLT, POLARIZED RECEPTACLE FOR CONNECTION OF THE GROUND POWER AT. CATEGORY 6 RATED. THE COLOR SELECTION OF THIS DEVICE SHALL BE WHITE, OR AS MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR DIRECTED BY THE OWNER VERIFY THE EXACT LOCATION, HEIGHT AND COLOR PRIOR ROUTE THREE (3)10 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE PANEL AS TO INSTALLATION. NOTED. 12 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND FOUR (4) PORT 22 LOCATE THIS FIXTURE AS HIGH AS POSSIBLE ALONG THIS WALL. COORDINATE THE TELECOMMUNICATIONS OUTLET (T/0) AS REQUIRED. LOCATE THIS DEVICE ABOVE THE EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION. COUNTER BACK SPLASH, ROUTE A ONE INCH (1') CONDUIT WITH THREE (3) CATEGORY 0 CABLES FROM THIS DEVICE TO THE TELEPHONE TERMINAL BOARD (TTB) AND PROVIDE 23 THIS SWITCH SHALL BE PROVIDE WITH A LIGHTED TOGGLE SWITCH WHICH SHALL BE CONNECTION TO THE PATCH PANEL AS REQUIRED. THIS DEVICE AND ALL CONNECTORS VISIBLE IN THE DARK TO CONTROL THE LIGHT AS NOTED. SHALL BE CATEGORY 6 RATED. THE COLOR SELECTION OF THIS DEVICE SHALL BE WHITE, OR AS DIRECTED BY THE OWNER. VERIFY THE `EXACT LOCATION, HEIGHT AND COLOR PRIOR TO INSTALLATION. = 13 I _.4 i TT15 TO CCTV-PB-3 f E I PARTIAL ELECTRICAL FLOOR (O'DELL HANGAR) E_._.,..,.. AHU-1 --------------- it C \ ' G IG C2 11 o.•Tit , ii - o T N N c ra y c 0 la V m 3 0 L 1's1 c m E u 0 v c 0 0 V F 1 x _ E i CI-2(o C1-26 1 22 1 i C1-20 — -' C1-20 sC1; 20 PANEL 'C2" =AA1C1 1G'I1. 3 0 o 0 m i a U m y m C O a y y v 0 ' s a x -- 2 LQ y IF CIS-1-1. ID Cl-5:l 0 V m s y c 3m V O m y m W U a r Y Y . r O l OM AR0007981 ARCHITECTURE CONMUCTION ADMUC3 ..ATlox CONSULTANT P.O. BOX 561227 ORUNDO, FWRIDA 32858 407 898-8854 407 898-7092 FAX a Cq 1 & umo o u A t_ o Z A m .sio� I l z .Aa O 0 aPk °ii. n t's`FY I€! pl: r% 1.L r I d 1. 4t f l U � b � � y Ohl �U � o r—E o � F-•E 4 O . bi o . ;_q-+ QEi C� co 4-i M E- �_ 'z 4 oct a cam, P 1 0 as OO REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD FL CONDO DATE OCTOBER 14, 2003 sckiE AS NOTED PROJECT NO. WPC -OM R_00R PLAN$ CORPORATE HANGAR TYPE 3 AID NOTES SHEET E�l A . PROJECT ELECTRICAL GENERAL NOTES I. 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 SIZE 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 (249 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(S), MOUNTING HEIGHTS) AND CONNECTION SHALL BE A MINIMUM OF THIRTY-SIX INCHES (36') BELOW THE. FINISHED GRADE, THE REQUIREMENTS WITH THE MECHANICAL (HVAC) CONTRACTOR 'PVC' CONDUIT MAY PENETRATE A SLAB, BUT SHALL NOT BE USED INSIDE 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 IS A MINIMUM OF FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR 'IEEE' A$ 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 V151T 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 11000 ARCHITECT, IN WRITING, OF ANY EXISTING CONDITION WHICH WILL PREVENT THE CONTRACTOR OINSTALLING THE AND INSTALLED SYSTEMS POWER RISER DIAGRAM NOTES SOWN IN HESEFROM NSTRUCTION DOCUMENTS. 3. COORDINATE ALL ELECTRICAL CONSTRUCTION WITH THE PROJECT MANAGER CORPORATE HANGAR TYPE 3 PRIOR TO COMMENCEMENT OF WORK, VERIFY ALL FINAL AND EXACT LOCATIONS FOR THE MAJOR ITEMS OF EQUIPMENT SHOWN IN THESE DOCUMENTS. THE I THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE FLORIDA POWER ELECTRICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF THE AND LIGHT FOR INSTALLATION OF THE NEW PAD -MOUNTED TRANSFORMER TO INTENDED WORK SCHEDULE. IF REQUIRED, THE ELECTRICAL CONTRACTOR SHALL SERVE THIS FACILITY. THE SERVICE VOLTAGE FOR THiS FACILITY IS TO BE 120/240 WORK EVENINGS AND WEEKENDS TO ACCOMMODATE THE OVER-ALL COMPLETION VOLT, SINGLE (U PHASE, THREE (3) WIRE AND GROUND. REFER TO THE 'MASTER SCHEDULE AT NO ADDITIONAL COST. THE SCHEDULE SHALL BE ESTABLISHED BY ELECTRICAL SITE PLAN - POWER' FOR THE PROPOSED LOCATION OF TRANSFORMER THE GENERAL CONTRACTOR No. 1 AND FOR THE PRIMARY AND SECONDARY SERVICE CONDUIT ROUTING. 4. PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR PATCHING ANY FIRE -RATED ASSEMBLY O THE ELECTRICAL CONTRACTOR SHALL CONTACT FLORIDA POWER AND LIGHT AND WHICH WILL BE PENETRATED BY THE WORK OF THIS DIVISION. WHERE A OBTAIN THE REQUIREMENTS FOR INSTALLATION OF THE NEW ELECTRICAL METER CONDUIT, CABLE, PANEL OR BACK BOX IS REQUIRED TO PENETRATE A FIRE -RATED ASSEMBLY, THE ELECTRICAL CONTRACTOR SHALL SEAL THE PENETRATION WITH A AT THE BUILDING. THIS TRANSFORMER SHALL HAVE MULTIPLE METERS A$ NOTED 'MASTER U.L. LISTED AND APPROVED FIRE -PROOFING COMPOUND OR A U.L. LISTED AND ON THE ELECTRICAL SITE PLAN - POWER'. PROVIDE THE METER BASE AND A G/T CABINET IF REQUIRED BY THE LOCAL POWER COMPANY. VERIFY THE EXACT APPROVED COMBINATION ASSEMBLY AND COMPOUND. COORDINATE WITH THE REQUIREMENTS WITH THE POLDER COMPANY PRIOR TO COMMENCEMENT OF WORK PROJECT ARCHITECT FOR THE EXACT LOCATIONS OF ALL FIRE -RATED ASSEMBLIES AND PROVIDE ALL PATCHING AS REQUIRED IN THE U.L. DIRECTORY FOR THE O PROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE APPLICABLE ASSEMBLY. NEW TRANSFORMER No. 1 TO THE NEW METER AT THE BUILDING. PROVIDE THREE 5. THE ELECTRICAL CONTRACTOR SHALL CONTACT MR MARK POLLAGK (352-334-3400) (3)"4/0 THWN, CU. AND ONE (1) 02 THWN, CU., GROUND IN. A TWO INCH (2') CONDUIT. ROUTE THE CONDUIT UNDERGROUND At A MINIMUM OF THIRTY-SIX INCHES (36') WITH FLORIDA POWER AND LIGHT, AND MR. MARTIN NODE (401-321-0441) WITH BELL BELOW THE FINISHED GRADE. SOUTH FOR THE CORRESPONDING SERVICE t0 THIS SITE. PROVIDE COORDINATION WITH THE CORRESPONDING UTILITY COMPANY FOR INSTALLATION AND FINAL 4� PROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE CONNECTION OF THE NEW POWER AND TELEPHONE SERVICES. VERIFY THE NEW METER TO THE NEW PANEL 'Cl' AT THE BUILDING. PROVIDE THREE (3) ® 4/0 REQUIREMENTS FOR INSTALLATION OF THE SECONDARY CONDUITS AND FOR THWN, CU. AND ONE (1) 02 THU.N, CU., GROUND IN A TWO INCH (2') CONDUIT. ROUTE CONNECTION OF THE SECONDARY CONDUCTORS WITH THE POWER COMPANY. THE CONDUIT UNDERGROUND A MINIMUM OF THIRTY-SIX INCHES (369 BELOW THE PROVIDE ALL CONDUITS AND CONDUCTORS REQUIRED BY THE POWER COMPANY FINISHED GRADE. FOR INSTALLATION OF NEW METERS AT THIS FACILITY. INCLUDE THE COST FOR PRIMARY AND SECONDARY CONDUITS AND CABLES AS REQUIRED BY LOCAL POWER O REFER TO THE CORRESPONDING PANEL SCHEDULE FOR THE LOAD INFORMATION COMPANY. AND THE PANEL REQUIREMENTS. 6. ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND FREE OF DEFECTS. THE O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ALL ITEMS OF TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) A$ REQUIRED FOR A 120/240 ELECTRICAL EQUIPMENT WHICH ARE FOUND TO HAVE A FAULT($), A.SHORT(S), ANY VOLT, SINGLE (1) PHASE, THREE (3) WIRE PANEL. THE TVSS SHALL BE RATED FOR SO BREAK-IN THE MATERIAL, ANY CRACK AND ALL OTHER INCONSISTENCIES. ALL. kA AND SHALL BE EQUAL TO SQUARE D, TVSIXF80. THE TV56 DEVICE MAY BE PRODUCTS SHALL BEAR THE U.L. LABEL AND SHALL BE PURCHASED SPECIFICALLY LOCATED INSIDE OF THE PANEL. FOR THIS PROJECT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW 1. THE ELECTRICAL CONTRACTOR` SN OVI HAS COLORING F OR ALL E ELE R ALLO ALL PROVIDE PHASE LLA SURGE ARRESTOR AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. TI CONDUCTORS. THE COLORING MAY BE THE OUTER THERMOPLASTIC JACKET OF THE'5URGE ARRESTOR SHALL BE LISTED AND LABELED BY A NATIONALLY THE CONDUCTOR (COLORED) OR BY USiNG COLOR TAPE. MAKE SURE THAT COLOR RECOGNIZED TESTING AND INSPECTING AGENCY. IDENTIFICATION$ ARE VISIBLE AT ALL JUNCTION BOXES, PANELBOARDS, DISCONNECT SWITCHES, ENCLOSURES, CABINETS, PULL -BOXES AND EQUIPMENT O6 THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING TERMINATION POINTS. COLOR CODING SHALL BE IN ACCORDANCE WITH THE CONDUCTOR TO THE BUILDING STEEL A5 SHOWN. REFER TO THE 'SCHEMATIC REQUIREMENTS ESTABLISHED BY THE LOCAL AUTHORITY HAVING JURISDICTION. DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. 8. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH THE a THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING OTHER TRADES ON TH15 PROJECT. PRIOR t0 COMMENCEMENT OF THEIR WORK, CONDUCTOR TO THE METAL COLD WATER PIPE AS 514OWK REFER TO THE THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION, MOUNTING 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. HEIGHT AND CONNECTION REQUIREMENTS FOR ALL EQUIPMENT PROVIDED BY _ ANOTHER DIVISION REQUIRING ELECTRICAL POWER OR CONNECTION TO ONE OR 10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL, CONNECT AND LEST THE CORE OF THE 'INSTALLED SYSTEMS' At THIS FACILITY. VERIFY THE EXACT NEW GROUNDING SYSTEM A$ SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF ONNE TION TYPE FOR EACH ITEM OF EQUIPMENT WITH THE INSTALLING GROUNDING SYSTEM FOR ADDITIONAL INFORMATION. ROUTE ONE (1)12 T", CONTRACTOR AND PROVIDE ALL REQUIRED JUNCTION BOXES, FLEXIBLE COPPER GROUND CONDUCTOR IN A THREE-QUARTER INCH (3/49 CONDUIT FROM CONNECTIONS, DISCONNECT SWITCHES, RELAYS, CONTACTORS, CONDUITS AND THE GROUNDING BUS OF THE PANEL TO THE GROUNDING SYSTEM AS SHOWN. CONDUCTORS NECESSARY FOR EACH ITEM OF EQUIPMENT TO PROPERLY OPERATE WHEN THE INSTALLATION 15 COMPLETE. WHERE A. QUESTION EXISTS REGARDING it THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT AN THE RESPONSIBILITY FOR CONNECTION OF A PARTICULAR ITEM OF EQUIPMENT, THE ISOLATED GROUNDING CONDUCTOR FROM PANEL 'C2' TO THE GROUNDING ROD CONTRACTORS INVOLVED SHALL REFER TO THE GENERAL CONTRACTOR FOR A$ REQUIRED, ROUTE A ONE-HALF INCH (1/2') CONDUIT WITH ONE *6 THWN, CU., CLARIFICATION. THE FINAL CONNECTION TO ANY ITEM OF MECHANICAL EQUIPMENT ISOLATED GROUND TO THE GROUNDING SYSTEM AND CONNECT A5 SHOWN ON THE SHALL BE MADE WITH FLEXIBLE METALLIC CONDUIT (FOR EQUIPMENT LOCATED 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' THIS SHEET. WITHIN THE BUILDING) OR WITH WEATHER-PROOF FLEXIBLE METALLIC CONDUIT (FOR EQUIPMENT LOCATED ON THE OUTSIDE OF THE BUILDING OR AS OTHER WiSE 12 O PROVIDE THIS PANEL WITH AN ISOLATED GROUNDING 5U5 BAR FOR CONNECTION .NOTED) AND ALL FITTINGS SHALL BE WEATHER-PROOF. OF THE ISOLATED GROUND RECEPTACLES AND THE TELEPHONE EQUIPMENT. THi5 GROUNDING BUS BAR SHALL BE IN ADDITION t0 THE EQUIPMENT GROUNDING BUS 13. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE FINAL CONNECTION OF ALL BAR OWNER PROVIDED ITEMS OF EQUIPMENT WHICH REQUIRE POWER OR CONNECTION TO AN INSTALLED SYSTEM. VERIFY THE EXACT LOCATION OF THE EQUIPMENT AND 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW PROVIDE CONDUIT$, D15GONNECT SWITCHES, GABLES, JUNCTION BOXES, BACK TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) AS REQUIRED FOR A 120/240 BOXES, FLEXIBLE CONNECTIONS, CORDS, CAP$ OR OTHER ELECTRICAL APPARATUS VOLT, SINGLE (1) PHASE, THREE (3) WIRE PANEL. THE TVSS SHALL BE RATED FOR 50 FOR A COMPLETE AND OPERABLE SYSTEM WHEN THE INSTALLATION 15 COMPLETE. kA AND SHALL BE EQUAL TO SQUARE D, TV6IXF50. THE TV$$ DEVICE MAY BE OBTAIN FROM THE OWNER ALL EQUIPMENT CUT SHEETS AND ARRIVAL SCHEDULES LOCATED IN51DE OF THE PANEL. AND THE PARTICULAR. ELECTRICAL REQUIREMENTS OF EACH ITEM OF EQUIPMENT TO BE INSTALLED. PRIOR TO INSTALLATION OF THE ELECTRICAL SYSTEM$ SHOWN 14 PROVIDE, INSTALL AND CONNECT THE REQUIRED SERVICE FROM THE NEW PANEL ON THESE DRAWINGS. 'Cl' TO THE NEW PANEL 'C2' AS NOTED. PROVIDE THREE (3) *6 THU.N, CU. AND ONE 10.PRiOR TO INSTALLATION, REFER TO THE ARCHITECTURAL DRAWINGS FOR THE (1) 08 THWN, CU,, GROUND TO THE NEW PANEL AS NOTED. EXACT LOCATION($) OF ALL ITEM$ OF ELECTRICAL EQUIPMENT WHICH ARE TO BE LOCATED IN A SUSPENDED CEILING OR ARE TO BE CONNECTED THROUGN A CEILING. WHERE A SPACE CONFLICT OCCURS 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. II. THESE DRAWING$ 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 (2') HiGH BY FOUR INCHES (4') WIDE. PERMANENTLY MOUNT THE LABEL TO THE FACING COVER OF THE ELECTRICAL EQUIPMENT. ITEMS TO BE LABELED SHALL INCLUDE (BUT ARE NOT LIMITED TO) PANELS, CONTROL CABINETS, DISCONNECT SWITCHES, TIME CLOCKS, 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 IS 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 51ZE FOR ALL 120/240 VOLT POWER CONDUCTORS SHALL BE 12 AU1G. 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 IS 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 THIS PROJECT. PROVIDE A MINIMUM OF FIVE (5) DUPLEX.RECEPTACLE5 (120 VOLT), THREE (3) 240 VOLT, 30 AMP, POLARIZED RECEPTACLE$ 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 TRANSFORMERS AND PANELS TO PROVIDE THiS TEMPORARY SERVICE. THE MONTHLY COST A55MATED WITH THE TEMPORARY ELECTRICAL SERVICE FOR THIS PROJECT "SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID, 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 OUTER 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 "C232-120 WITH TWO (2) T8/350OK/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 POSSIBLE ABOVE GRADE. THIS FIXTURE SHALL BE EQUAL TO FRIENDLY LIGHTING STL20OH5 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 MER. VERIFY FINISH TYPE PRiOR TO ORDERING. C SURFACE/WALL MOUNTED, INCANDESCENT DECORATIVE BATHROOM LIGHT FIXTURE, WITH LAMPS AS REQUIRED. THE CONTRACTOR SHALL ALLOW FIFTY DOLLARS ($50.00) 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. TH15 FiXTURE SHALL BE EQUAL TO THOMAS LIGHTING WITH TWO (2) 60 WATTA30 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 02GTS-G-332-Ai2-120 VOLT WITH A SINGLE (1), THREE (3) LAMP BALLAST AND THREE (3) TS/350OK/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 "EHO- 40OM-1245F-A16 WITH ONE (1) 400 WATT METAL HALIDE LAMP. G RECESS/CEILING MOUNTED, FRAMING PROJECTOR INCANDESCENT LIGHT FIXTURE WITH INSULATED CEILING RATING. THi5 FIXTURE SHALL BE EQUAL TO PRESCOLITE'LVH41C/LV30, WITH 50 WATT DlICHROIC LAMP. H SURFACE/WALL MOUNTED, EXTERIOR N.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 *CWA-I0OM-120 VOLT-SF-LPI WITH ONE (1)100 WATT/ED-11 METAL HALIDE LAMP. MOUNT TH15 FIXTURE ON THE WALL A5 NOTED. THE FiN15H OF THiS FIXTURE SHALL BE AS DIRECTED BY THE OWNER VERIFY FINISH TYPE PRIOR TO ORDERING. J RECE55/CEILING MOUNTED, ROUND COMPACT FLUORESCENT LIGHT FIXTURE WITH FRESNEL LENS. THIS FIXTURE SHALL BE EQUAL TO CAM ACFR62HI8-Vl- F52/RI-RI4P WITH TWO (2) CFQIS WATT LAMPS. K SURFACE/WALL 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-BRITE T-LI-400-M-120-15F- WRA5H-GGI WITH ONE (U 400 WATT/ED-20 METAL HALIDE LAMP. MOUNT TH15 FIXTURE AT HEIGHT AS DIRECTED BY THE OWNER L $URFACE/WALL MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP -AROUND LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO $ELECT TH15 FIXTURE. THE FIXTURE SHALL HAVE TWO (2) T6/350OK/32 WATT LAMPS. MOUNT ON THE WALL AT HEIGHT AS DIRECTED BY THE OU.NER. M SURFACE/CEILING 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. 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-6A WITH LAMPS INCLUDED. XB WALL MOUNTED, DUAL HEAD, EMERGENCY LIGHT WITH SELF-CONTAINED BATTERY BACKUP. TH15 FIXTURE SHALL BE EQUAL TO BEGHELLI 0E$M-6-IS-2LR WITH LAMPS INCLUDED. XC 5URFACE/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 FURNi5HED. 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 MEANS OR SWITCHGEAR AS SHOWN ON POWER RiSER DIAGRAM. "2 COPPER TO COLD WATER SERVICE ENTRANCE METAL PIPE, SIZE PER N.E.G. ARTICLE 250 0 8 TO ISOLATED GROUND BUS OF ANY ISOLATED GROUND PANELS (TYPICAL) PROVIDE EXOTHERMIC WELDS AT ALL RODS AS REQUIRED. �3/4'40'COPPER CLAD GROUND ROD (TYPICAL.) SCHEMATIC DIAGRAM OF GROUNDING SYSTEM. NO SCALE 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 3 - O'DELL) PANEL VOLTAGE - 120/240 VOLT, 1 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 AMP5/POLE5 0 A 05 NOTES NUMBER AND/OR EQUIPMENT DESCRIPTION AMP5/POLE6 NOTES 0 A 015 I AIR HANDLER - HEAT AND FAN (AHU-1) 25A-2P 3000 `f 2 OVERHEAD AIRCRAFT DOOR - UNIT 3442 60A-2P 3,360 3 AIR HANDLER - HEAT AND FAN (AHU-U „:ii `' : � � ° 3000 4 OVERHEAD AIRCRAFT DOOR - UNIT 3442 r,,r, <r tr` 3,3(00 -.., 5 A/C CONDENSING UNiT No. I 25A-2P 2,500 ` t ' : `i'=` .j r i 6 OVERHEAD AIRCRAFT DOOR - UNIT 3443 60A-2 3,360 1 A/C CONDENSING UNIT No. I 77 2AOO 8 OVERHEAD AIRCRAFT DOOR - UNIT 3443 3 9 11 DRYER RECEPTACLE - UNIT 3442 DRYER RECEPTACLE - UNIT 3442 3OA-2P „=:f _ _ 3,000 r ;,; ,F 'r . F,r`� _ 31000 ID 12 OVERHEAD AUTOMOBILE DOOR -UNIT 3442 - OVERHEAD AUTOMOBILE -UNIT 3443 20A-IP 20A-IP , r 150N f 1. .�'",F� =' 150 . , F ,�,� .DOOR .�'. �, . 13 WASHER RECEPTACLE - UNIT 3442 20A-IP 1,200 r' 14 HANGAR LIGHTING - UNIT 3442 20A-IP IA00 r ' 15 Il DRYER RECEPTACLE - UNIT 3443 DRYER RECEPTACLE -UNIT 3443 3CA-2P =___= -3 f 3000 3,000 _ ff+' 16 IS HANGAR LIGHTING - UNIT 3443 BATHROOMS 20A-IP 20A-IP __ 60fd ,. , �� F '1-1 / �P 19 WASHER RECEPTACLE - UNIT 3443 20A-iF -yo, 71;71 1 00 20 EXTERIOR LIGHTING 20A-IF --•.ads. � !. 1300 21 23 GROUND POWER UNIT -UNIT 3442 UNIT 3442 30A-2 P ,._,_ 100 ,2 ,7-s-€fry -+-7- = ' - _�> > 22 HANGAR RECEPTACLES UNIT 3442 -1,000- 20A-IP - GROUND POWER - UNIT ==fir s' �' 1,200 24 HANGAR RECEPTACLES - UNIT 3443 2OA-iP 1A00o 25 GROUND POWER UNIT - UNIT 3443 3OA-2P .'',+ram • - I,200- j F t '`311 26 EXTERIOR TAXIWAY LIGHTING 20A-iP .+ ,''Y'}r't,+- F r s 300 7'- ;s; t f ",,77, 77 21 GROUND POWER UNIT - UNIT 3443 ssef: f 's° r . I�00 28 ELECTRIC WATER HEATER 30A-2P -- ;�,,.,r�� �� 2-250 23 PANEL 'C2' 60A-2P _ 3,300 •i =: �.. 30 ELECTRIC WATER HEATER ____= 2.250 ��j 31 PANEL 'C2' t f 2100 32 SPACE 20A-IP F _ 33 SPACE 20A-IF. 34 SPACE 20A-IP Most# ram s = t 35 SPACE 20A-1P , 36 SPACE 20A-IPr F7;/ ILI 31 SPACE 20A_IP st,i,,, f : ' 38 SPACE 20A-IP Mmt 33 TVS5 BREAKER 30A-2P ;t ` ;' 300 40 SPACE 20A-IF F.:,7 7 t, X . 41 TVSS BREAKER ,,,ft 300 f}t' °'' ;1= 42 SPACE 20A-IF 23,180 23,860 13,B10 13,020 PHASE 'A' TOTAL LOADS = 31,150 VA TOTAL CONNECTED kVA = 14.0 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 TH15 PROJECT. 1. THE 54,515 OF DESIGN FOR THiS PANEL IS 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, I PHASE - FEED FROM TRANSFORMER No. 1) 4. THE ENGRAVED PHENOLIC LABEL FOP, 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 T14E 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 BREAKER$ SERVING RVAC. AND REFRIGERATION EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE. PANEL DESIGNATION - 'C2' SEC PROJECT No. WPC-0301 MAIN SIZING - 60 AMP MAIN LUGS ONLY MOUNTING - SURFACE ON WALL (NEW BRANCH CIRCUIT PANEL) (CORPORATE HANGAR TYPE 3 - O'DELL) PANEL VOLTAGE - 120/240 VOLT, 1 PHASE, 3 WIRE AND GROUND BUS 5iZING - 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 NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 0 g NOTE$ NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 0 5 NOTES 1 OFFICE/LOUNGE LIGHTING 20A-IF 1,200 :{sj,F i>f. 2 SPACE 20A-IF 3 OFFICE RECEPTACLES (IG) 20A-IP r ':> f 900 4 SPACE 2OALIP= 5 OFFICE RECEPTACLES (IG) 20A-IP 300 6 SPACE -- i,ii,ii ''•= - 1 OFFICE RECEPTACLES (IG) 20A-IP 7-7 s ;; I 900 8 SPACE 20A-IP 3 F1 isliiss B OFFICE RECEPTACLES (IG) 2OA-IP B00 ` 10 SPACE 20A-1P , rl'=- 11 SPACE 20A-IF` 151 F '. / w,,,i,� 12 SPACE 20A-iP- 13 SPACE 20ALIP .F ; -fRfiftq t; r1+' sty fr z 14 SPACE 20A-IP 15 SPACE 2OA-iP s'Y,;, :::,e:: 16 SPACE 20A-IF f 31, ,ifiii, 11 SPACE 20A-IP ,iaigt -�.-7 -,� _ F i .,,,.. } IS SPACE 20A-IP eiit:et' �',�`77 3 `=`; l3 SPACE 20A-IP rj',�,F-, `/ ,s,irsr 20 SPACE 20A-IF ,/.r�t/� 21 SPACE 20A-IP i,f,ii: 7-1 22 SPACE 20A-IP ,gli,it ,�7 �t >,7 - `- 23 SPACE 20A-IP :'':3 %.11- ,ifiiff 24 SPACE 20A-IP`j 25 SPACE 20A-IF ,::,iii ; ; '' I 26 SPACE 20A-iP �: 21 TV$$ BREAKER 3OA-2P '• :ter , ri 300 28 SPACE 20A-1P�-� '- ;r,l =___,__� 23 TVSS A BRE KER ,:::= 300 � f �F ' t , ,' 30 SPACE 20A-IP w :,:r,:: £ r, 1 jr-7 3,300 2,100 ri„wa t+,a„: PHASE 'A' TOTAL LOADS = 3,300 VA TOTAL CONNECTED kVA = 5,6 kVA PHASE 'B' TOTAL LOADS = 2,100 VA TOTAL DEMANDED kVA = 5.0 kVA TOTAL DEMANDED AMPS = 20 AMPS NOTES APPLICABLE TO THIS PANEL - NOT ALL NOTES MAY BE USED FOR THi5 PROJECT. i. THE BASIS OF DESIGN FOR THiS PANEL IS 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 TH15 PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL 'C2' - 120/240 VOLT, I PHASE - FEED FROM PANEL 'CI9 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. SYM RM5. 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. 8. PROVIDE THiS PANEL WITH AN ISOLATED GROUNDING BUS BAR IN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 9. TH15 CIRCUIT WILL BE CONNECTED TO THE ISOLATED GROUND BUS. 5 PANEL 'C2' 12 6 PANEL 'Cl' METER AT BUILDING l./ 2 13 1 El- EJj 1 TRANSFORMER No. I 10 5 rn 14 FINISHED GRADE 4 it 3 POWER RISER DIAGRAM ® CORPORATE HANGAR TYPE 3 (TYPICAL FOR BUILDINGS AT 3442/3443) NO WALE O ARCHITECT ARD007981 ARCHITECTURE ComsmucTioN AD1@031fiem CONSULTANT P.O. BOX 561227 ORLANDO. FLORIDA 32858 407 898-B854 (407) 898-7992 FAX c�Q W m ti o r4 Qi Q1 ® ® c DRAWN AMY FK LL.OWAY CHECKED HAROLD FL CONDO DATE OCTOBER 14, 2003 SCALE AS NOTED PROJECT -No. WPC-0301 POWER F48ER MQRAK NOTES PANERL SCH S AND WFff FACTURE SC HEDXILE SHEET E.�..2 �. R 1d rY .: I . I I I I I . I I r . :-- . 11 I I I . I I­1 I . ELECTRICAL SYMBOL LEGEND (NOTE: NOT ALL SYMBOLS MAY BE USED FOR THIS PROJECT.) I I I ) SYMBOLS USED FOR LIGHTING AND RELATED SYSTEMS(0,0"� . . I __ I I . I SYMBOLS USED FOR POWER AND RELATED SYSTEMS SYMBOLS USED FOR PAGING SYSTEMS SYMBOLS USED FOR TELECOMMUNICATION SYSTEM . SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL 5YM50L DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL HP$2 WALL OUTLET BOX AND INCANDESCENT COMPACT FLUORESCENT OR H.I.D. WALL OUTLET BOX AND 20 AMP,125 VOLT, SIDLE RECEPTACLE, FLUSH MOUNTED - - -'- INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH INDICATES A FLUSH CEILING OUTLET AND PAGING SYSTEM SPEAKER FOR INDICATES THE LOCATION OF THE OUTSIDE BUILDING TERMINAL (OBT) FOR ' LIGHT FIXTURE A$ NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER AT EIGHTERTI INCHES OW) ABOVE THE. FINISHED FLOOR TO THE CENTER -LINE. OF r ARE CONGEALED BELOW THE FINISHED FLOOR OR BELOW CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX, CEILING THE FINISHED GRADE. OBT CONNECTION OF THE INCOMiNCi TELECOMMUNICATIONS SERVICE FROM THE 9- TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE THE DEVICE UNLESS NOTED OTHERWISE. SP GRID SUPPORT BAR, BAFFLE, SPEAKER, CONDUIT AND CIRCUITRY AS NOTED. . LOCAL TELEPHONE COMPANY. VERIFY THE EXACT LOACT(ON AND CONNECTION MOUNT THE SPEAKER N THE CENTER OF THE CEILING TiLE WHERE APPLICABLE. REQUIREMENTS WiTH THE LOCAL TELEPHONE COMPANY. TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES: INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH REFER TO SECTION 16121 OF THE SPECIFICATIONS FOR EQUIPMENT AND GABLE . WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED /' "� ARE CONCEALED IN THE WALL OR ABOVE THE CEILING. CEILING OUTLET BOX AND INCANDESCENT, COMPACT FLUORESCENT OR H.I D. AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF REQUIREMENTS AND ADDITIONAL INFORMATION INDICATES THE EXISTING LOCATION FOR THE TELEPHONE TERMINAL BOARD aK LIGHT FIXTURE A$ NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER THE DEVICE UNLESS NOTED OTHERWISE. i -- INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH lTTB) AS NOTED. TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE -----' ARE ROUTED EXPOSED ON 744E WALL OR THE CEILING. INDICATES A FLUSH WALL OUTLET AND PAGING SYSTEM SPEAKER FOR TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLUSH MATED - CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX, WEATHER- T INDICATES THE CONDUIT AND GABLES REQUIRED FOR THE TELEPHONE OR AT ONE INCH (1') ABOVE THE COUNTER BACK -SPLASH TO THE BOTTOM OF THE i PROOF SPEAKER, CONDUIT AND CIRCUITRY A$ NOTED. MOUNT THIS DEVICE AT, TELECOMMUNICATIONS CIRCUITS A5 NOTED. T FIXTURE AS ND 7H DEVICE UNLESS NOTED OTHERWISE. VERIFY THE COUNTER BACK -SPLASH HEIGHT INDICATES A HOME RUN TO THE PANEL AS NOTED. THE CROSS HATCH LINES APPROXIMATELY, SEVEN FEET fl'-0') ABOVE THE FINISHED FLOOR. REFER CEILING OUTLET BOX AND 2 x *FLUORESCENT LiGH RE NOTED. E INDICATE NEUTRAL CONDUCTOR (LONG LINE) AND PHASE OR SWITCH LEG TO 16121 OF THE SPECIFICATIONS FOR EQUIPMENT AND CABLE WITH THE ARCHITECT PRIOR. TO ROUGH -IN � THE BACK BOX AND CONDUIT. /D'� INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE. DATA, 70 INCLUDE A2 LETTER(5) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE CONDUCTORS (SHORT LINES) WiTH THE GROUNDING CONDUCTOR NOT SHOWN. / SCHEDULE` FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING GROUND SHALL BE AS NOTED DR AS REQUIRED BY NE.C., ARTICLE 250. REQUIREMENTS AND ADDITIONAL INFORMATION TELEPHONE, FASC(MILE, COMPUTER AND 'P05" CIRCUIT$ A$ NOTED. (RECESSED OR SURFACE), REQUIREMENTS AND ACCESSORIES. WALL OUTLET 1�X AND TWO f2) a0 AMP,. lay VOLT, DUPLEX RECEPTACLES FLUSH 9 MOUNTED AT EIGHTEEN INCHES (18'}ABOVE THE FINISHED FLOOR TO THE CENTER INDICATES A TERMINAL CABINET FOR THE TELEPHONE PAGING SYSTEM (TP$-TC) INDICATES A ONE INCH (I") CONDUIT. STUBBED UP AND INTO THE CEILING CAVITY THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. THE COVER PLATE INDICATES A CEILING OUTLET AND PADDLE FAN. THE FAN SHALL BE HUNTER TPS-TC AS NOTED. PROVIDE A RECESSED OR SURFACE MOUNTED ENCLOSURE AND FOR INSTALLATION OF THE THREE (3) CATEGORY (o CABLES. THE CABLES SHALL CEILING OUTLET BOX AND 2' x 2' FLUORESCENT LIGHT FIXTURE AS NOTED. THE SHALL BE ONE (1) PIECE AND COVER BOTH DEVICES. l25516, 'SUMMER BREEZE' TYPE, FOUR FEET, SIX INCH (4'-6') DIAMETER, WITH ® ACCESSORIES AS NOTED OR REQUIRED. PAINT COVER AS NOTED AND VERFFi , LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE VARIABLE SPEED CAPACITY, FORWARD AND REVERSE OPERATION. THE FAN THE MOUNTING HEIGHT PRIOR 70 NSTALATION. � BE ROTTED (N CONDUIT UP INTO 744E CEILING AND THEN N FREE -AIR ABOVE THE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED SHALL BE PROVIDED BY THE MECHANICAL CONTRATOR AND INSTAALED BY CEILING BACK TO THE RESPECTIVE PATCH PANEL AS REQUIRED. THE CONDUIT (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. GF1 AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE C THE ELECTRICAL CONTRACTOR THE FAN SHALL BE ALL WHITE IN COLOR AND SHALL BE ROUTED TO A HEIGHT OF TWO FEET l2'-0') ABOVE THE CEILING. 744E THE DEVICE UNLESS NOTED OTHERWISE: FINISHED DEVICE SHALL BE PROVIDED WITH SHALL BE PROVIDED WITH AN EIGHTEEN INCH fi8') STEM WHERE APPLICABLE. INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE TELEPHONE PAGING CATEGORY 6 CABLES SHALL BE TIE -WRAPPED TOGETHER NEATLY ABOVE THE CEILING OUTLET BOX AND I' x 4' FLUORESCENT LIGHT FIXTURE AS NOTED. THE P SYSTEM CIRCUITS AS NOTED. ROUTE CONDUIT CONCEALED ABOVE CEILINGS AND D CEILING AND SHALL BE SUPPORTED BY 'J' HOOKS OR ANOTHER APPROVED B3 INTEGRAL GROUND -FAULT CIRCUIT INTERRUPTERS IN ACCORDANCE WITH THE � N WALLS WHERE POSSIBLE. CABLES MAY BE ROUTED NN FREE -AIR ABOVE THE SUPPORTING METHOD. THE 'J' HOOKS SHALL BE ANCHORED TO THE STRUCTURAL LETTER($) INDICATES THE FIXTURE TYPE. DEFER TO THE 'LIGHTING FIXTURE REQUIREMENT$ OF ARTICLE 210 AND 641 OF THE N.E.C., LATEST EDITION. FLUSH OR SURFACE OUTLET BOX AND THERMOSTAT CONTROL UNIT AS NOTED. CEILING IN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF SECTION 16121 STEEL ROOF DECK PROVIDE A 'J' HOOK SUPPORT FOR EVERY FIVE LINEAR. SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (f) PROVIDE CONDUIT TO AiR HANDLER, CONDENSING UNIT AND REMOTE SENSOR OF THE SPECIFICATIONS. FEET (5'-0') OF CABLE AND TIE -WRAPS EVERY THREE LINEAR FEET (V-0') OF (PENDANT, RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. WALL OUTLET BOX AND 20 AMP,125 VOLT, ISOLATED GROUND, DUPLEX AS REQUIRED BY THE MECHANCIAL CONTRACTOR CABLE. BUNDLE THE CABLES TOGETHER FROM DIFFERENT DEVICES BACK TO THE IG ( RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (18') ABOVE THE FINSHED INDICATES A FLUSH WALL OUTLET AND VOLUME CONTROL STATION FOR THE PATCH PANELS. PLENUM RATED CABLE MALL BE USED WHERE THE CEILING PWI WALL OUTLET BOX AND FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER($) FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. FLUSH OR SURFACE OUTLET BOX AND REMOTE TEMPERATURE SENSOR UNiT BACK GROUND MU51C SYSTEM OR PAGING SYSTEM SPEAKERS AS NOTED. CAVITY 15 BEING USED AS THE RETURN AiR PLENUM OF THE AIR CONDITIONING INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' S A$ NOTED. PROVIDE CONDUIT TO AIR HANDLER, CONDENSING UNIT AND PROVIDE, BACK BOX, VOLUME CONTROL, COVER PLATE, ENGRAViNG, CONDUIT SYSTEM. NON -PLENUM GABLE MAY BE USED WHERE THE AIR CONDITIONING FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS WALL OUTLET 13OX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE WITH LOCKABLE THERMOSTAT A5 REQUIRED BY THE MEC 4ANCiAL CONTRACTOR AND CIRCUITRY AS REQUIRED, MOUNT THE DEVICE AT FORTY-EIGHT INCHES SYSTEM 15 COMPLETELY DUCTED FOR BOTH SUPPLY AND RETURN. REFER TO AND ACCESSORIES. UP 9 WEATHER_PRoOF COVER PLATE AND GFI CIRCUIT PROTECTION FLUSH MATED (48') ABOVE THE FINISHED FLOOR To THE CENTER -LINE OF THE DEVICE UNLESS SECTION 16105 OF THE SPECIFICATIONS FOR ALL CABLE TYPES, THE CABLE AT EIGHTEEN INCHES (IS') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF ® INDICATES POLE AND UTILITY COMPANY (POWER COMPANY) TRANSFORMERS. NOTED OTHERWISE. REFER TO SECTION 16121 OF THE $PECIF(CATIONS FOR THE TERMINATIONS AND THE APPROVED SUPPORTING METHODS. CEILING OUTLET BOX AND FLUORESCENT STRIP LIGHT FIXTURE AS NOTED. THE THE DEVICE UNLESS NOTED OTHERWISE. ®0 COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENT$ WITH THE EQUIPMENT REQUIREMENTS AND ADDITIONAL. INOORMATION B1 LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTII�s FIXTURE � LOCAL UTILITY ATHORITY. �� SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTIi�s (COVE, CAST iN-FLOOR OUTLET BOX WITH 20 AMP,125 VOLT, DUPLEX RECEPTACLE, CAST INDICATES A FOUR l4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/O) PENDANT OR SURFACE) REQUIREMENTS AND ACCESSORIES. BRONZE COVER PLATE AND ACCESSORIES AS NOTED, MOUNT THE FLOOR BOX To BE MOUNTED iN THE CASEWORK AS NOTED. THE MOUNTING HEIGHT AND THE WITH THE TOP FLUSH TO THE FINISHED FLOOR VERIFY THE EXACT LOCATION 1, INDICATES A PAD -MOUNTED, WALL -MOUNTED OR TRAPEZE -MOUNTED DRY -TYPE LOCATION OF THIS DEVICE WiLL BE IDENTIFIED ON THE DRAWINGS. THREE (3) OF WALL OR CEILING OUTLET BOX AND BATTERY OPERATED EXIT LIGHT FIXTURE A5 WITH THE ARCHITECT PRIOR TO POURING THE SLAB. TRANSFORMER AS NOTED. CONFIRM VOLTAGE, PHASE, kVA, TAPS AND MOUNTING THE PORTS WILL BE USED AND THE FORTH PORT IS SPARE. PROVIDE THREE (3) PRIOR TO INSTALLATION, PROVIDE PAD, WALL BRACKET OR TRAPEZE: R ® RUNS OF CATEGORY 6 CABLE FROM, THIS DEVICE TO THE RESPECTIVE PATCH NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING DUPLEX RECEPTACLE, SYMBOLS USED FOR CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEMS PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING COI ER PLATEUSH MOUNT OUTLET SOX WITH 20 PLASTER 5 VOLT, Xg � ® � COVER PLATE, SACK BOX °T-SAD." OR PLASTER CEILING HAJ�sERS AND INDICATES AN AUTOMATIC TRANSFER SWITCH AS NOTED. VOLTAGE, AMPACITY, OF THE CABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY b REQUIREMENTS AND ACCESSORIES. ARROWS INDICATE CHEVRON DIRECTION. AND ACCESSORIES AS NOTED. IPHASING, ENCLOSURE, MOUNTING, AND ACCESSORIES AS REQUIRED. REFER TO SYMBOL DESCRIPTION OF 5YMB0L EQUIPMENT REQUIREMENTS. THE PROJECT SPECIFICATIONS FOR ADDITIONAL. INFORMATION. 20 125 VO T QUI ) AMP L WALL OUTLET BOX AND BATTERY OPERATED EMERGENCY LIGHT FIXTURE AS CAST OUTLET Box (TYPE 'F5 OR FD AS RE RED AND , EMI RECESSED CEILING OUTLET SOX AND CONNECTION TO THE CLOSED-CIRCUIT INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER To THE 'LIGHTING C Cl DUPLEX RECEPTACLE WITH COVER PLATE, ACCESSORIES AND MOUNTING AS INDICATES A STAND-BY GENERATOR AS NOTED. kvA (KW), VOLTAGE, AMPACITY, TELEVISION SYSTEM DOME MOUNTED, 'PAN -TILT -ZOOM' CAMERA A$ NOTED. To BE MOUNTED FLUSH IN THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING NOTED ON THE FLOOR PLAN: THE OUTLET BOX SHALL BE SURFACE MOUNT ON 101 PHASING, ENCLOSURE, MOUNTiNG, AND ACCESSORIES A$ REQUIRED. REFER TO, (9 REFER TO THE 'CCTV SYYTEM (CIS) - CAMERA IDENTIFICATION AND EQUIPMENT SHALL BE TWENTY-ONE INCHES f21')A50VE THE FINISHED FLOOR TO THE BOTTOM REQUIREMENTS AND ACCESSORIES. WALL, OR PENDANT MOUNT ON GABLE A$ NOTED. o THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. SCHEDULE' FOR SPECIFIC WORMATION. SPECIFICATIONS 13104 OR 13105. OF THE DEVICE UNLESS NOTED OTHERWISE. THREE (3) PORTS WILL BE USED AND 5LA DIRECT BURIAL POLE OR METAL POLE AND CONCRETE BASE WITH H.I.D. SHOE CAST CUTLET BOX (TYPE 'FS' OR ` V AS REQUIRED) AND TWIST -LOCK TYPE t THE FORTH PORT (5 SPARE. PROVIDE THREE (3) RUNS OF CATEGORY o CABLE BOX TYPE LIGHT FIXTURE AS NOTED. THE LETTER!$) INDICATES, THE FIXTURE REGEPTACLEfS) A$ NOTED. THE RECEPTACLE SHALL HAVE VOLTS AMPS AND RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT FROM THE DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO TYPE. REFER TO THE "LIGHTING FIXTURE 5CHEDULE' , PLUG FOR THE CORRESPONDING PHASE AS NOTED. PROVIDE COVER PLATE PLUG AND ACCESSORIES AS NOTED. lr-:G TELEVISION SYSTEM. DOME MOUNTED, 'PAN -TILT -ZOOM' CAMERA AS NOTED. SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF GABLE TYPES, THE GABLE ABOVE THE FINISHED FLOOR REFER TO THE 'CCTV $5YTEM (CIS) - CAMERA IDENTIFICATION AND 6 EQUIPMENT TERMINATION$ AND FOR THE CATEGORY EQUIPMENT REQUIREMENTS. PROVIDE LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, POLE TYPE AND ACCESSORIES. WALL MOUNTING SHALL BE EIGHTEEN INCHES SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. A CAST OUTLET BOX FOR SURFACE MOUNTING THIS DEVICE. WHERE THIS DEVICE - to THE CENTER -LINE OF THE DEVICE OR AS NOTED. PENDANT MOUNTING SHALL CONCRETE BASE AND POLE OR DIRECT BURIAL POLE WITH H.I.D. SHOE BOX BE COMPLETE WITH CABLE AND STRAIN RELIEF, AT HEIGHT AS NOTED. IS LOCATED OUTSIDE, PROVIDE. A LOCKING WEATHER-PROOF COVER PLATE. ' SLS LIGHT FIXTURE AND FLOOR LIGHT TYPE FIX1liRE AS NOTED. THE LETTER(S) RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT �` INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE` FLUSH WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED®" TELEVISION SYSTEM WALL BRACKET AND `FIXED LENS' CAMERA AS NOTED. INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (TIO) REFER TO THE CCTV SSYTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT r0 BE MOUNTED SURFACE ON THE WALL. THE MOUNfilts HEIGHT FOR THIS DEVICE FOR THE GORRESPONDIt�, LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, RECEPTACLE AS NOTED. THE RECEPTACLE SHALL HAVE VOLTS, AMPS AND SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. SHALL BE TWENTY-ONE INCHES (21') ABOVE THE FINISHED FLOOR TO THE BOTTOM POLE TYPE AND ACCESSORIES. " PHASE A$ NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. MOUNT AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEYIGE. UNLESS NOTED OT4-IERWISE. THREE (3) PORTS WILL BE USED AND CONCRETE BASE AND W.I.D. BOLLARD TYPE LIGHT FIXTURE A5 NOTED. THE OF THE DEVICE OR A$ NOTED. - RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT ® THE FORTH PORT ($ SPARE. PROVIDE THREE (3) RUNS � CATEGORY 6 CABLE LETTER(S) INDICATES THE FIXTURE TYPE. REFER T F THE 'LIGHTING FIXTURE N--��.� TELEVISION SYSTEM DOME MOUNTED, 'FIXED LENS' CAMERA AS NOTED. REFER FROM THE DEVICE To THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SLC SURFACE WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED "�,,e,./ TO THE 'CCTV 5SYTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE GABLE O SCHEDULE FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING RECEPTACLE AS NOTED. THE RECEPTACLE SHALL HAVE VOLTS, AMPS AND SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS, 13104 OR 13105. TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. PROVIDE REQUIREMENTS AND ACCESSORIES. �❑ A CAST OUTLET WX FOR SURFACE MOUNTING THIS DEVICE. WHERE THiS DEVICE PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. IS LOCATED OUTSIDE, PROVIDE A LOCKING WEATHER-PROOF COVER PLATE. CONCRETE BASE AND RID. FLOOD TYPE LIGHT FIXTURE AS'NOTED: THE MOUNT AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE RECESSED CEILING OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT SLD OF THE DEVICE OR AS NOTED. ` O TELEVISION SYSTEM DOME MOUNTED, 'FIXED LENS' CAMERA A5 NOTED. REFER LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO THE 'CCTV $SYTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT 5CHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. TO BE MOUNTED IN FLUSH IN THE FLOOR MOUNT THIS DEVICE IN A CAST BOX REQUIREMENTS, STEM, CAST BOX AND ACCESSORIES. ® SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX AS NOTED. WITH FLUSH FLOOR COVER PLATE AS REQUIRED. THREE (3) PORT$ WILL BE USED MOUNTING HEIGHT SHALL BE AS NOTED, PROVIDE COVER PLATE AS REQUIRED. AND THE FORTH PORT 15 SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 WALL OUTLET BOX AND SINGLE -POLE, SINGLE -THROW (S.P.S.L), 20 AMP,120/211 f/_ el� INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE CCTV SYSTEM OR CABLE FROM THE DEVICE IN THE UNDEF6ROUND CONDUIT, UP IN THE WALL AND $ VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX WITH FLEXIBLE THE SECURITY SYSTEM CIRCUITS AS NOTED. ® THEN IN FREE-AiR BACK TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER FORTY-EIGHT INCHES (489 A50VE THE FINISHED FLOOR TO THE CENTER LINE �� CONNECTION TO EQUIPMENT A5 NOTED, MOUNTING HEIGHT SHALL BE AS NOTED. IDS INDICATES THE CONTROL PANEL LOCATION FOR THE INTRUSION DETECTION TO SECTION 16105 THE SPECIFICATIONS FOR ALL OF THE CABLE TYPES, THE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. PROVIDE COVER PLATE AS REQUIRED. ® SYSTEM (05) AS NOTED. PANEL IS SURFACE MOUNTED AT HEIGHT AS NOTED. CABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. WALL OUTLET SOX AND DOUBLE -POLE DOUBLE-THROW.(D.PD.T.), 20 AMP,120/211 RECESSED WALL OR CEILING MOUNT OUTLET OR JUNCTION BOX AS NOTED. REFER t0 SECTION 16130 OF THE SPECIFICATIONS FOR THE FLOOR BOX TYPES Q FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM KEYPAD AS NOTED. MOUNT THiS AND ACCESSORIES. $2 VOLT, TOGGLE OR ROCKER TYPE SWITCH A$ NOTED. MOUNT THIS DEVICE AT MOUNTiNG HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. F`IKI DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE INDICATES A FLUSH WALL OUTLET AND SINGLE (1) PORT TELECOMMUNICATIONS FORTY-EIGHT INCHES (46') ABOVE THE FINISHED FLOOR TO THE CENTER LINE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. OUTLET FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX, AND OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. RECESSED WAIL OR CEILING MOUNT OUTLET OR JUNCTION BOX WITH FLEXIBLE SYMBOLS USED FOR FIRE ALARM SYSTEMS (FA5) O'-- CONNECTION 70 EQUIPMENT AS NOTED. MoUN71NG HEIGHT SHALL BE AS NOTED: ® 3/4' CONDUIT BACK TO TTB (EMPTY WITH PULL STRING). MOUNT THIS DEVICE AT, WALL OUTLET BOX AND THREE-WAY (3-WAY), 20 AMP,120l211 VOLT, TOGGLE OR PROVIDE COVER PLATE AS REQUIRED. FLUSH WALL OUTLET BOX AND 'i0S' SYSTEM MAGNETIC DOOR CONTACT AS APPROXIMATELY; EIGHTEEN INCHES (IS°) ABOVE THE FINISHED FLOOR !UNLESS $3 ROCKER TYPE SWITCH AS NOTED. MOAT THIS DEVICE AT FORTY-EIGHT INCHES SYMBOL DESCRIPTION OF SYMBOL NOTED. MOUNT THIS DEVICE ABOVE THE DOOR AND CONCEAL CIRCUITRY. OTHERWISE INDICATED. REFER TO SECTION 16105 OF THE SPECIFICATTONS FOR (48) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE <> INDICATES A MOTORS) FOR EQUIPMENT AS NOTED ADDITIONAL INFORMATION UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. PACP INDICATES THE CONTROL PANEL LOCATION FOR THE FIRE ALARM SYSTEM FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM MOTION SENSOR A$ NOTED. MOUNT INDICATES A DISCONNECT SWITCH. PROVIDE VOLTAGE, PHASE, AMPS, NEMA ® (FACP) AS NOTED. PANEL IS SURFACE MOUNTED AT HEIGHT AS NOTED. Fa THIS DEVICE AT SEVEN FEET (1'-0') ABOVE THE FINISHED FLOOR TO THE INDICATES A FLUSH FLOOR OUTLET AND SINGLE (1) PORT, TELECOMMUNICATIONS WALL OUTLET BOX AND FOUR-WAY (4-WAY), 20 AMP,120/211 VOLT, CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. * OUTLET FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE FLOOR BOX, TOGGLE HE RATING AND FUSING AS NOTED. MOUNTING SHALL BE A5 NOTED. FAAN INDICATES THE LOCATION FOR THE FIRE ALARM SYSTEM SYSTEM REMOTE PHONE JACK, CONDUIT AND CIRCUITRY A$ NOTED. MOULT THISDEVICE IN A $4 ROCKER TYPE SWITCH A$ NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES ANNUNCIATOR PANEL (FAAN) A$ NOTED. FLUSH MOUNTED AT HEIGHT AS NOTED. RECESSED CEILING OUTLET BOX *0 'i 15' SYSTEM MOTION SENSOR A5 NOTED. FLUSH FLOOR OUTLET BOX AND PROVIDE COVER PLATE AS REQUIRED. l48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE INDICATES A COMBINATION STARTER PROVIDE VOLTAGE, PHASE, AMPS, NEMA P � UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. 23-1 RATING, CONTACTOR,SIZE, THERMAL ELEMENTS, CONTROLS AND FU51% AS VERIFY THE EXACT LOCATION PRIOR To INSTALLATION. REFER TO SECTION 16105 OF TWE SPECIFICATIONS FOR ADDITIONAL NOTED. MOUNTING SHALL BE AS NOTED. FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM MANUAL PULL STATION AS INFORMATION ABOUT THE TELEPHONE EQUIPMENT. REFER TO SECTION 16130. WALL OUTLET BOX AND KEY -OPERATED SWITCH AS NOTED. PROVIDE NUMBER 10 NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM ACOUSTICAL SENSOR AS NOTED. OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ABOUT THE FLOOR BOX. $K OF POLES AND ACCESSORIES AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INDICATES A MAGNETIC HELD OR ELECTRICALLY HELD CONTACTOR PROVIDE FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. I-® MOUNT THiS DEVICE AT SEVEN FEET (1'-0') ABOVE THE FINISHED FLOOR TO THE INCHES (489 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE ® THE REQUIRED COIL VOLTAGE, NUMBER OF CONTACTS, ENCLO5URRE TYPE, THE I CENTER LiNE OF THE DEVICE UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. CONTACT RATINGS AND AUXILIARY CONTACTS A$ REQUIRED. FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM HORN UNIT A$ NOTED. M4 MOUNT THIS DEVICE AT EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR ® RECESSED CEILING OUTLET BOX AND 'IDS' SYSTEM ACOUSTICAL SENSOR AS WALL OUTLET BOX AND MANUAL MOTOR STARTER AS NOTED. PROVIDE NUMBER INDICATES A CONNECTION POINT TO THE EQUIPMENT NOTED. COORDINATE TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. NOTED. VERIFY THE EXACT LOCATION PRIOR TO INSTALLATION. . $M OF POLES, ENCLOSURE TYPE AND ACCESSORIES A$ NOTED. MOUNT THiS DEVICEE;i EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE EQUIPMENT . AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LiNE SUPPLIER PRIOR TO COMPLETION. FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM HORN/5TRO5E LIGHT AS OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. F-04 NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (80') ABOVE THE FINISHED — INDICATES A GROUND ROD, GROUNDNG CONNECTION POINT OR AN ISOLATED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. WALL OUTLET Box AND B.P.S.T, 20 AMP,120/211 VOLT, TOGGLE OR ROCKER �111 GROUNDING CONNECTION AS NOTED. VERIFY CONDUCTOR SIZE, GROUND ROD SYMBOLS USED FOR SATELLITE OR GABLE TELEVISION SYSTEMS *= TYPE SWATCH WITH PILOT LIGHT AS NOTED, MOUNT THIS DEVICE AT FORTY-EIGHT TYPE AND SIZE AND CONNECTION TYPE PRIOR TO INSTALLATION. FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM FLASHING STROBE LIGHT AS SYMBOLS USED FOR ACCESS CONTROL SYSTEMS (AC5) INCHES (489 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE (-M NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (W) ABOVE THE FINISHED SYMBOL DESCRIPTION OF SYMBOL UNLESS NOTED OTHERWISE. MOUNT FLUSH !UNLESS NOTED. INDICATES AN ELECTRICAL HEATING UNIT AS NOTED. VERIFY THE EXACT HEATER FLOOR TO THE CENTER LINE OF THE DEVICE LNLE55 NOTED OTHERWISE. -vie- 51ZE NW) AMPACITY, VOLTAGE, PHASE AND CONNECTION REQUIREMENTS PRIOR SYMBOL DESCRIPTION OF SYMBOL FLUSH WALL OUTLET BOX AND TELEVISION JACK WITH COVER PLATE. MOUNT WALL OUTLET BOX AND LINEAR OR ROTARY FAN SPEED CONTROLLER AS TO FINAL CONNECTION. O RECESSED CEILING WALL OUTLET BOX AND FiRE ALARM SYSTEM FLASHING T THIS DEVICE AT TWENTY-FOUR INCHES (24') ABOVE THE FINISHED FLOOR $R NOTED. MOUNT THiS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED STROBE LIGHT A5 NOTED. �� WALL OUTLET BOX AND PROXIMITY CARD READER FOR THE ACCESS CONTROL UNLESS NOTED OTHERWISE. FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT INDICATES A MAIN DISTRIBUTION PANEL (MDP), A 211/480 VOLT BRANCH CIRCUIT FAR] R 1 SYSTEM (AC5) A$ NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') . FLUSH UNLESS NOTED. GANG WHERE REQUIRED UNDER A COMMON COVER PLATE. PANEL OR A 120/208 VOLT DISTRIBUTION PANELBOARD AS DEFINED. REFER TO FLUSH CEILING OUTLET BOX AND FIRE ALARM SYSTEM RATE -OF -RISE HEAT UNLESS NOTED OTHERWISE. /T_ INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE SATELLITE OR CABLE THE CORRRESPoNDING PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENTS. a DETECTOR A$ NOTED. MOUNT THIS DEVICE AS DIRECTED ON THE CEILING f \ TELEVISION SYSTEM A$ NOTED. WALL OUTLET BOX AND LINEAR OR ROTARY DIMMER CONTROL UNIT AS NOTED. THE DOOR SWING (S 5HOJK AND PROVIDE CONNECTION TO THE FIRE ALARM SYSTEM (PAS) CONTROL PANEL. WALL OUTLET BOX AND MAGNETIC LOCK (MAGLOCK) FOR THE ACCESS CONTROL . �a MOUNT TN15 DEYIGE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR ML SYSTEM (AC5) AS NOTED. MOUNT THIS DEVICE AT THE TOP OF THE DOOR JAMB TO THE CENTER LINE OF T44E DEYIGE UNLESS NOTED OTHERWISE. MOUNT FLUSH INDICATES A LOW -VOLTAGE BRANCH CIRCUIT PANEL AS DEFINED. REFER r0 RECESSED CEILING OR WALL OUTLET BOX AND FIRE ALARM SYSTEM PHOTO_ UNLESS NOTED OTHERWISE. UNLESS NOTED. GANG WHERE REQUIRED UNDER A COMMON COVER PLATE. THE CORRESPONDING PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENTS. ® ELECTRIC TYPE SMOKE DETECTOR FOR CEILING MOUNTING THE DETECTOR MOUNT THE PANEL AT SIX FEET (6'4') ABOVE THE FINISHED FLOOR TO THE TOP, SHALL BE FLUSH 70 BE BOTTOM OF THE CEILING. FOR WALL MOUNTING THE WALL OUTLET BOX AND DOOR ALARM CONTACTS FOR THE ACCESS CONTROL THE LOWER CASE LETTER (a)16 USED TO IDENTIFY WHICH LAMP(S), LIGHTING THE DOOR SWING 15 SHORR DETECTOR SHALL BE A7 EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR DA SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE WITHIN THE TOP OF THE DOOR $a IFIXTURE(W), RECEPTACLE(S) FANS) OR OTHER ELECTRICAL EQUIPMENT 15 OR AT A HEIGHT AS NOTED. I JAMB LNLE55 NOTED OTHERWISE. TO BE CONTROLLED BY THE SWITCH, DIMMER OR CONTACTOR NOTED. INDICATES AN OUTLET BOX AS NOTED AND A SHUNT -TRIP BUTTON OR LIGHTED SURFACE OUTLET BOX AND FIRE ALARM SYSTEM DUCT TYPE SMOKE DETECTOR = WALL OUTLET BOX AND 'PUSH -TO -EXIT' BUTTON FOR THE ACCESS CONTROL PUSH-BUTTON AS DIRECTED. PROVIDE BACK BOX, CONTACT FORM, AMPACITY, WITH SAMPLING TUBES AND AUXILIARY CONTACTS A$ REQUIRED FOR SHUT -DOWN SYSTEM (AC5) A$ NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') WALL OUTLET BOX AND ROTARY DIAL. TIME CONTROL UNIT AS NOTED. MOUNT COVER PLATE AND ACCESSORIES AS NOTED. $T THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO OF THE AIR HANDLER A5 NOTED. SAMPLING TUBES SHALL BE SIZED FOR 'THE UNLESS NOTED OTHERWISE. LiST OF ABBREVIATIONS USED THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH INDICATES AN OUTLET BOX AS NOTED WITH A PHOTOCELL CONTROL DEVICE FULL WIDTH OF THE : DUCTWORK UNLESS NOTED. GANG WHERE REQUIRED TINDER A COMMON COVER PLATE. /PR- INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE ACCESS CONTROL �F. ABOVE THE FINISHED FLOOR AC5 ACCESS CONTROL SYSTEM AS DIRECTED. PROVIDE BACK BOX, PHOTOCELL, COVER PLATE AND THE RECESSED CEILING OR WALL OUTLET BOX AND FIRE ALARM SYSTEM REMOTE / SYSTEM (AC5) CIRCUITS AS NOTED.' W.P. WEATHER-PROOF ICS INTERCOM SYSTEM ACCESSORIES AS NOTED. - (R� INDICATING LIGHT/HORN UNIT FOR CONNECTION TO THE DUCT TYPE SMOKE '`'�('' DETECTOR AS NOTED. REMOTE INDiCATING UNIT SHALL BE FLUSH WITH CEILING. WALL OUTLET BOX AND INTERCOM CALL STATION WiTH PUSH BUTTON AND GP.I. GROUNND-FAULT INTERRUPTION NL NIGHT LIGHT FIXTURE INDICATES A WALL OUTLET BOX AS NOTED WITH A BELL OR BUZZER AS NOTED. 8 PROVIDE BACK BOX, DEVICE, TRANSFORMER AND PUSH-BUTTON CONTROLLER iC SPEAKER A5 NOTED. MOINT THIS DEVICE AT FORTY-EIGHT INCHES (48°) IGz. ISOLATED GROUND OUTLET BOX AND FiFE ALARM SYSTEM REMOTE RELAY FOR CONTROL OF THE LNLE55 NOTED OTHERWISE. GND. GROUND OR GROUNDING At MOUNTING HEIGHT AS NOTED. F AiR HANDLER SHUT-DOU,N AS NOTED. IC INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE INTERCOM CENTER LINE OF DEVICE INDICATES A WALL OUTLET Box A5 NOTED WITH A CHIME AS NOTED . PROVIDE ' I—OUTLET i�X ANp FIRE ALARM SYSTEM CONNECTION TO THE FIRE PROTECTION SYSTEM (IC) CIRCt1It5 A5 NOT1:fa. FAS FiRE ALARh1$Y$TEM BACK BOX, DEVICE, TRANSFORMER AND PUSH-BUTTON CONTROLLER AT THE MOUNTING HEIGHT AS NOTED. SYSTEM FLOW OR CAMPER $WITCH AS NOTED. ANN ANNUNCIATOR PANEL Prz - 005 THIS TAG IS USED TO IDENTIFY A SPECIFIC ITEM OF THE INSTALLED SYSTEMS P INDICATES THE CONDUIT AND CABLE$ REQUIRED FOR THE FIRE ALARM SYSTEM °n EQUIPMENT AS NOTED. REFER TO THE 'EQUIPMENT IDENTIFICATION TAG SCHEDULE' IDS INTRU510N DETECTION SYSTEM 000 INDICATES LOCATION OF 'DEAD -MAN' TYPE HAND CONTOL UNIT WITH FLEXIBLE CIRCUIT$ AS NOTED. e r FOR THE EXACT DESCRIPTION AND EQUIPMENT. CCTV CLOSED-CIRCUIT TELEVISION I LL:) CONNECTION TO EQUIPMENT AS NOTED. 3 0 .0 v 0 t 0 m 2 V .c i a z 3 le V r W 0 c 0 w c 0 li c m t 3 0 N L 0- x 0 Jc c 0 7 ca 0 v to 0 s 0 c 0 0 u v 0 E 0 0 1\ . �� V; _v � �� - - - - ,�_ . �_, � � 1�\_ . AECHITECI AR0007981 ARCHITECTURE CONSTRUCTION ADMUGSTP.AIIOg CONSULTANT P.O. BOX 561227 ORLANDO, FLORIDA 32858 407 898-6664 407) 898-7992 FAX u m 4 __ j .4 a c1l ! K , o I o I Ouse-- 0-J "' iacoz Av,401 Iz u�,�,4 $4 o m_' g 4a CA ��� Hr, in C 0 a E cn U 0 a 0 b 0 0 � 0 � v co a4 P-4 Fz., it ' E � �j a 0 L r4 co 9 `, ' 0) VI I xfc - o O of v V '> a "al0) t 9 o W O ' , i, k 9 -i-� m �' ;�'% cc O r-4 i` ,- «i z V -., o cj a ;�_q V �;�.....[(, F 40 `V 4-4ma 0 0 0 = U) O A 0o -� � W W _ .--i 4 V k ,L,l vi .31 0 F'4 '�� }( �giLra�yyJ O 0 4, P-4 ® V 1 rn , I c 0 _ _ E'er - - - - i .X I ['L�' _T L. ]4 0 M 0 _ i 0. a 0 s 0 `o II. r_ i 11 i_ o 0 0 v c 0 92 0 V 0 m 0 W t x v 0: a r` X N H a v 0: w Es DRAWN AW F OLLOWAY CHECKED F AROLD FL CONDO DATE OCTOBER 14, 2OW SCALE AS NOTED PROJECT NO. WPC-Q301 ELECTRICAL SYMBOL LE<fM SHEET � piq 1ii`�11 W 0( I ) PROPOSED LOCATION FOR PAD MOUNTED TRANSFOWER No.1 (T-1), WHICH WILL -� PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE CORPORATE 1446AR5 AS NOTED. THE EXACT TRANSFORMER SIZE AND LOCATION SHALL. BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE .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 l U PHASE, THREE (3) WIRE POWER FOR THE CORPORATE HANGARS AS NOTED. THE EXACT TRANSFORMER 6IZE AND LOCATION SHALL BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE 'CORPORATE HANGAR BUILDING.° DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION, Q PROPOSED-LOCATION FOR PAD MOUNTED TRANSFORMER No. 3 (T=3), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLI= l U PHASE, THREE l31 WiRE POWER FOR THE LARGE BQX, SMALL BOX, LARGE 'T' AND SMALL 'T' HANGARS AS NOTED. THE EXACT NRANSFOi�rtER SIRE AND LOCATION SHALL BE DETERMINED 13Y FLORIDA POWER AND LIGHT.. REFER TO THE RESPECTIVE 'HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORt'1ATION: PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 4 (T-4), WFIICH WILL. PROVIDE THE 120440 VOLT, SINGLE. (I) PHASE, THREE (3) WIRE POWER. FOR THE FUTURE CORPORATE HANGARS. T1415.TRANSFORMER SHALL BE USED FOR THE 3454, 3455, 3464 AND '3465 BEARDALL AVENUE BUILDINGS. PROPOSED LOCA710N FOR FUTURE PAD MOUNTED TRANSFORMER No. 5 (T-5� WHICH WILL PROVIDE THE 120l240 YOCT; 51NGLE Ill PHASE, THREE l3) WIRE POWER FOR THE FUTURE CORPORATE .HANGARS. THIS TRANSFOp'1.ER SHALL -BE USED FOR THE 3456, 3457, 3458, 3459, 3460, 3461; 3462 AND 34�ri3 BEARDALL AVENUE BUILDINGS. OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 6 (T-6), WHICH WiLL PROVIDE T14E 120/240 VOLT; SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE HANGAR5. THIS TRANSFORMER SHALL BE USED FOR THE UNITS IN THE '0%'E' AND 'F' BUILDINGS. 0PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.1 (T-1), 1I WILL PROVIDE THE 120/240 VOLT, 51 L , NGLE (i) PHASE, THREE (3) U11RE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3466,.3461, 3416, 3411, 3418 AND 341E BEARDALL AVENUE BUILDINGS. OPROP05ED LOCATION FOR FUTURE PAD MOUNTED TRAN5FOR1ER No: 8 (T-8), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (I) PHASE, THREE, (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR TH E 3468 346 B 41 3 0 347E 3472, 3413, 34T4 AND 3475 ;BEARDALL AVENUE BUILDIt+KsS. OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. B (T-B), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 34WI 34811 AND 3483 BEARDALL AVENUE BUILDINGS. i� PROPOSED LOCATION FOR FUTURE 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:TRANSF0RMER'S1-IALL5E USED FOR THE UNITS IN, THE 'G', 'H' AND 'J' BUILDINGS. D,.THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNE CT A CAST OUTLET BOX AND WEATHER-PROOF FLEXIBLE CONNECTION TO: THE OWNERS SiGN. COORDINATE THE EXACT LOCATION AND CONNECTION' REQUIREMENTS WITH THE . OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. ROUTE. A THREE-QUARTER INCH (3/4') CONDUIT WITH THREE.l3) "10 THIN, GU. TO THE PANEL.A5 NOTED.' THESE CIRCUITS SHALL BE CONTROLLED,BY'A PHOTOCELL. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A'PNONOCELL EQUAL TO 1NTERMAtIC 'K4321C AT THE PANEL. 01�10UTTHEELECTRICAL CONTRACTOR SHALL PROVIDE A TWO INCH (V) CONDUIT STUBBED OF THE TRANSFORMER FOR FUTURE CONNECTION OF THE BUILDING AS NOTED. PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF TH15 CONDUIT AND ;CAP BOTH ENDS OF THE CONDUIT TO PREVENT WATER INTRIJ6iON. Q THE. UNDERGROUND PRIMARY ELECTRICAL CONDUIT IS SHOWFOR REFERENCE ONLY AND 15 NOT INTENDED TO REPRESENT THE ACTUAL- CONDUITROUTING. THE ACTUAL PRIMARY UNDERGROUND CONDUITS SHALL BE: DIESIGNED AND INSTALLED BY FLORIDA POWER AND LIGHT. j4 THERE ARE SOME iMODIFiCATIONS TO THE TAXIWAY LIGHTING THAT WILL BE REQUIRED DURING THIS CONSTRUCTION, THIS ELECTRICAL CONTRACTOR SHALL NOT BE RE6P045I5LE FOR THE MODIFIED TAXIWAY LIGHTING WHICH WILL BE ' REQUIRED. THE AIRPORT AUTHORITY WILL PROVIDE ALL DESIGN AND CONSTRUCTION NECESSARY NO ADD OR RELOCATE THE TAXIWAY LIGHTING A5 REQUIRED. 1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION TO THE PACKAGED 'LIFT STATION' A5 REQUIRED. REFER TO THE PROJECT CIVIL DRAWINGS FOR THE . EXACT LOCATION OF THE LIFT STATION AND THE PUMP REQUIREMENTS. PROVIDE A 51XTY AMP (60 A), 240 VOLT, 2.WIRE, SM, NEMA.3R, FUSIBLE DISCONNECT SWITCH AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE LIFT STATION CONTROLLER AS REQUIRED. ROUTE A ONE AND ONE -QUARTER INCH `(1-1/4') CONDUIT WITH THREE (3) 04 THIN, CU., AND ONE (1) wo THIN, CU., GROUND TO -THE TRANSFORMER AS NOTED. REFER TO THE 'POWER RISER DIAGRAM SANITARY LIFT' STATION' FOR. ADDITIONAL INFORMATION. O16 THE ELECTRICAL CONTRACTOR SHALL PROVIDE A ONE AND ONE -QUARTER INCH (1-1/4) CONDUIT:F ROM PANEL 'LBAII 70 A POINT EAST OF- THE LARGE BOX BUILDING AS NOTED. FOR FUTURE INSTALLAION OF PANEL 'LBA2' WHICH WILL SERVE THE GAS ISLAND WHEN IT IS INSTALLED. CAP THE CONDUIT AND LABEL BOTH ENDS. I { I I I I , I I � l I I i I I I I ( I i I 1 I I I i � 1 6 I I 1 i I � I I � I I � 1 I 9 4 I I 1 I 1 1 k I d I ! I I i I I 1 I I f ;11_� 15� A k, 11 / k*' TRANSFO�R No 4 (T-4) ' w TRANSFORMER No 1 It-i) '�, ^- I pT \ \ I `` (NON INSTALLED ..4 (T- i I (NOT INSTALLED DURING DURING PHASE 1A) Iw DURING PHASE iA) 1 p TO TRANSFORMER No. I (T-1) 1 r — SlREET ADDRESS GI-33 ( P- i 1 (TYPICAL FOR THE i CORPORATE__ ; _ _ _ - r I I t AN5FCWER No. i (T 1)I { 4 1 i _u_.__w_._.__._.______-_.____3 i HANGARS ONLY) _ a _.� 9 = —S—_ _ _., 3442 -r-!-- 81 4t-r i fill�_-.......,..a�. 5.- fl �..,. � --,.. i = _•�,# r1' Wm ax. ° v i� PANEL CI P L c � � .� �� I i # � �, a i r-• 1 �: � � � ;f� JJ�-.......�.�..,,A_.w...,.k t �� (AND C2)�# I __...-{, I�..-,.,_ � ° `s g i I I i # E"` I 1.,,,.-„� .� i C i 1 , v. s�_-_ • ® i # i 46 # p.._.... i 4 'CORPORATE' HANGAR ' ! 344.3 i 3452 I j I ; i i i t i __ _. r-_ # § 47 { # I 34Z9 1 �.w -•-�, # i � i # i i i. { § § a i # � I § i ; ,.� , t ----9 (BUILDING TYPE 3, TYPIC AL 71 , OF !THIS PHASE. THIS H NGAR I 15 FOR O'DELL) a CORPORATE NA NGA R (BUILDING TYPE 1, TYPG OF 2 THIS PHASE) I NOTE- REFER To 'ENLARGED PLAN No. 1 i I FOR ADDITIONAL WORK IN THiS AREA. I 1 - I {I 01` (ONLY ONE (1): IN P144 SMALL 'BOX' HANGAR (ONLY ONE (1) IN PHASE iA) E { 45 # _ 4®PANEL °C3° t , (iC4' FUTURE) .. it• d.. si iI 1j r§ __M. -.._ §.. _t;. i�i ti� § �, Ili. '., i # w!' �1 -a� 1 j Sj � �•�;� i . { -� �•--I--____-- i u - � � I I , 3462 113 i i i 348E I s a4,.-,� - i 3474 I 445 — j tir' SFOI�'fER No. 2 (t-2) TRANSFO�R Na.I � qq .v_ �� d — § a 5 (T- .--a — S , I # I i TOM No 6 (T-6) ,1 ( § I I �.n...,.. .V.� i (NOT INSTALLED DURINGIL �i I 1 § i l (NOT INSTALLED r 9 s , L 1 ALLED DURII�� ( I I I I # �i3t1RING PHASE IA) s - _;-.a # i _.__ _ -.___4-DUR1 PHASE IA) I - PANEL 'Cl' WFT] LAND 'C8') - P -1 ; FTI) i j I t 3 44 �- — E J 344 2 1 # 4 i a. i i g ! TthddSFORMER No. 346E ? t 6 I 1 t 4 E k 47 ._.. _ ,- i 9 �� i i 3413 i fNpT INSTALLED DURI i 3482 _1 # I D RiNG PHASE IA) � I I# 1 # 1 ' - .__..,____ � -__t i % �j Si- •,� # j i i # •� i ' � s 9 # i § { r i=y-' PANEL 1( 43 G6 FUTURE) r i �_. __ _,3 _ 3 345 { # i� i t t # � # 13 t 347E i d 1 I # �� _ i # 34 # 1 k # 344E r .E fm.._._�. w_..� �12 1 j 3 483. , # i j _ GATE No..l (G-1) I- T� "--. •� ��` ,, r i,� .:1� GATE No. 2 (G-2) CATo._3 (G-3 'CORPORATE' HANGAR (- — p -j i (BUILDING TYPE 2, TYPICAL r r OF 1 THIS PHASE) I �� Ft1R1t E # 1 E RMJE 1 F' EEUt.DiNM i, R M)F E RJEL HAD r ,.t— o y RMX 7 r i ,E, k § i H' EiL� .p1JC } I . i s 9 r # (W E�JLDtlVG3 i { C-1 � � __.,., _ - --i i # l�_... ,v .. iR1TtJ1�iE G i . �._. -.u_._ i I F11Tt�iE J'I i iE� } I ; # i €�- i # T" 8 # BELL. NIX i i I .DiVCS I ' i 1 C63 -� I I S# i # I i"'`7 •---�'_-._.__,._._____P .,��..,i I I i # i� # { i i I E B-2 Rw C--4 j - 0 i-__ ,A,+. 9 # I # # ; ; -"-a I,....�j Le ,._7 # i"--"-•''� 3 r I 1 - t c-6 1 3 i n j i t �._j � B-4 3 ; !.___j # ) ( � E B_5 r--� II I 1 1 ..� E�-? � S I I 1 � I ; "i i # I i i ° i - - i i } g ? ' j � ! 1 ....,,_S # � { # 8 § § a,.,.... � � �--- 4j I_ _ . _ 3 1 i 1 - ; _ I 3 ; I 1 j I . ! i t i r I I C-5 $ _3 i A-{ A-2 B- I m._ t a i 3 pp 3 k i I .,.. I 8_g {� � i !• I ��- I i 1 ? § t 8 5-�' j . � 3 ---# i—� a _✓: � I I -• i # I I # i � # � ..-_1 # ; � 1 i iK..".r. # i � § i ;�,. � .,__ _� i i # FA-- 3- 1FA--4 J I� C-i2 E 12 # I i # € E 9 ~ ¢H i { i r._ 6 ! '-` _, - { __ ,r j I I - J. $ # € i I #: i # � E No: 10 (Ta10) i # ! i i i a E i (NOT INS L O DGiR # I �, _ _ . _, I _ _ # r i ' # # i i , §' # § DURING P AS , IA) o i i 1 I I _ __ ; k (''�_i - � t. _ "`�Ffl, I 1 i iAANEL Ll 1 4 I (AND 'L `) 1 t t--_ M 3 (T-3) I 1 s-11 , I i ' i i # TRANSFORM E No. 6 (T-6) , , ; -14—PANEL' T" p i I E (NOT IN TALLED DURING (ANDS 4) I# j 4 — — J I i " i # # a i € DURING( PHASE IA) { --�_ r wB-12 ., PANEL It 8-13 C-16 i r--;` !_..., r_-� E 1 3 i i r,�.,,I..,w.._. ._I� 1 ; i # S ! I � �j ��1 � i i e a � I I-_..�•� 3" ;" }'..- - a..l_ # 3 � ...�i�--.-�'� �• _•§ { � , r i # € � I j•- ---,- f_. _.I k # i. i ! # I S , , s ,_.:_�_ _..._, _..: �.., .� ' I ------i I # 1 1 A-9 ! EA-io I_E.-_ _ $ -� 1" i 1 i k t # �__--{ -i i ! ! I # I ; { I �..�.d3 j # E I � � g ! S - �•�,.} - i - I -_'"'--.-_._._....._._• #.. _ # 1 i H-17 _ a _._ i '- # s _,a # j --i # 1 i 1 r� wa i I- - ,5_ � i -I #_- ! s j s wd _ t i 4 i - 3 A-11 A-12 --" B-{g S � _.. ,.-<, § R•-_, ...,... i s--_�! i__,.. k A-13 A-14 a 1 # , a i 9 i § ? j S - 1 _4 • ' gt t3 �H_......,,....s.,,_...-_.._. w _..1... _.iN.:.H,.,�.. ��; I. I_- # t._-, ., :_,., »l..w,.,,,.,... t i # i _.9 I i i 1 9 � a ; # g € 1 i � � • � ,. # I '� � i .._... .._..,._ryay �'" t {_'"_ Sw.__._{„_._.__.��_ - -1 .�....•.....i„,,.". ..�---3 ,t. .M,t_.-.�x.... -° r----�: ,. .,:,_I�..».w._..F- a i � ; #:.� LARGE 'N' HANGAR SMALL'T' HANGAR" ` . '' >•'� �� ff �) # (TYPICAL OF TWO (TYPICAL OF ONE .� (2) IN PHASE IA) (1) IN PHASE IA) I MASTER ELECTRICAL SI PLAN - n^ER SCALE: i' 3 0 v E a v lid L t Y c U 0 c � m c a i a m � m s q.. o f1 0 I E U O m m 0 c 0 0 0 v 0 E L 0 \ (yam I AR000W ARCHITECTURE CONSM IK 11 tox enlmasraenox CONSULTANT P.O. BOX 881227 ORLANDO FIQRIDd 32868 407 M-8854 407 8 - 98 7982 FAX C? o' s zi •� Y ^3 "J O r. Y 9 '7 O � :a b q o v> 'rooz aav z 0 J co of c 0 H k E Ems: c .y' V 4' o a 3- a r w» c i a 3j 7` # L 3 m 0! -:,I m �' (J c 0 m {J�> ' 0 c j m _1 _ m r a H m IS L. 0 w c 0 o m a 0 a m L v c C °v L V a � � >-� t'{ O V C� rq a 0 •V V V O �+ ttS V 4H 1 I� .�� O 0 0 k k _� 0 R t O 01 C!J r� REVISIONS m 0 w c m E ,v m m U H 2 U a Y D Y G U DRAWN AW HOLLOWAY CHECKED HARCI D H. CONDO DATE OCTOBE R 13 2003 SCALE AS NOTED PROJECT NO. WPC-0301 MAS1 V! 1 ELECTRfCAL SITE PLAN - POWER AND NOTES SHEET Em�i fS: a MASTER :ELECTRICAL SITE PLAN - INSTALLED SYSTEMS NOTES THERE ARE TWO (2) EXISTING FOUR INCH (49 CONDUITS WHICH ARE ROUTED BACK TO THE SANFORD AIRPORT. IT WILL BE THE RESPONSIBILITY OF THE AIRPORT SYSTEMS CONTRACTOR TO EXTEND THESE CONDUITS TO THE' NEW GRADE MOUNTED PULL BOX AS NOTED. THESE CONDUITS SHALL BE USED TO INSTALL THE CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEM AND FOR THE ACCESS CONTROL SYSTEM (ACS) CABLES. THE AIRPORT SYSTEMS CONTRACTOR SHALL BE RESPON515LE FOR NSTALLiW3 THE CABLES REQUIRED FOR THE CCTV SYSTEM CAMERAS AT THE NEW GATES AND FOR THE ACS DEVICES. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED PULL BOX WHiCH SHALL BE INSTALLED WiTH THE TOP OF THE BOX A MIN" OF TWO INCHES l29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM 5ERIE5 AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (249 SQUARE BY TWENTY-FOUR INCHES (249 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 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL: ALSO BE ENGRAVED WITH 'CCTY-PB-i' TO IDENTIFY TH15 BOX, THIS. BOX.SHALL BE LOCATED IN A GR*$ED AREA, NOT IN THE PAVED AREA. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW FOUR INCH (4') CONDUITS FROM 1CCTV-P5-1' To THE MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE CLOSET OF THE PILOTS LOUNGE. REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN -LOUNGE AREA' FOR ADDITIONAL INFORMATION, NEW MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE UTILITY CLOSET OF THE PILOTS LOLW;iE AS NOTED. REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN - LoUNGE AREA' FOR TTB SIZING AND EQUIPMENT REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (31) CONDUITS WITH PULL WiRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, AC5, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE, 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 (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 (249 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 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A, MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX_ THE BOX COVER SHALL AL50.5E ENGRAVED WITH 'CCTY-P5-2' TO IDENTIFY THIS BOX. THIS BOX SHALL BE LOCATED IN. A GRASSED AREA, NOT IN THE PAVED AREA. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW TWO INCH (29 CONDUIT FROM 'CCTV-P5-2' To THE TELEPHONE TERMINAL BOARD INSIDE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR ADDITIONAL INFORMATION. S PROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE TO THE 'PARTIAL ELECTRICAL i CORPORATE HANGAR BUILDING AS NOTED, REFER FLOOR PLAN CORPORATE HANGAR TYPE 2' FOR TTB SIZING AND EQUIPMENT REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) 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 SYSTEMS IN TH15 BUILDING. Im 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, DATAREL) IN THE .CORPORATE 'HANGARS. LABEL BOTH ENDS OF THE PULL IUIRE. ' iI THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW THREE INCH (39 CONDUIT WITH PULL WIRE FOR FUTURE. INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, ID$, CTV, DATA/i'EL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF 'THE PULL WIRE. 12 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHICH SHALL BE INSTALLED, WITH THE TOP OF THE BOX A MINIMlk1 OF TWO INCHES (2') ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MNIMUM OF TWENTY-FOUR INCHES (249 SQUARE BY TWENTY-FOUR INCHES (249 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 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX .COVER SHALL ALSO BE ENGRAVED WITH 'CCTV-P5-31 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, PULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (21) ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (24') SQUARE BY TWENTY-FOUR INCHES (241) DEEP, INCREASE THE BOX SIRE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER UHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX, THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV-M-4' TO IDENTIFY THIS BOX. THIS 15OX $HALL BE LOCATED .IN A GRASSED AREA, NOT IN THE PAVED AREA. 14 THE ELECTRICAL CONTRACTOR SHALT. PROVIDE AND INSTALL ONE (1) NEW TWO INCH (2') CONDUIT FROM 'CCTV-108-3' 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 SIZING AND EQUIPMENT REQUIREMENTS. i(o ROUTE A ONE INCH W) CONDUIT BETWEEN 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 CORNER OF THE FiR5T UNIT WITHIN THE BUILDING AS NOTED FOR FUTURE INSTALLATION OF ACS, IDS OR CCTV CABLES. PROVIDE A PULL WIRE. IN THE CONDUIT. I ! ! ! � I ! ! ! ! ! ! ! ! ! ! ! I ! ! � d t® !Ld ! ! ! ! # ! I ! ! ! ! ! I i ! I ! ! ! I ! ! ! 0 W HANGARS LY) 'CORPORATE' HANGAR (BUILDING TYPE 3, TYPI AL OF I T14i5 PHASE) 'CORPORATE'- HANGAR (BUILDING TYPE 1,1"'fPlI OF2 HIS PHASE) T NOTE: LARGE 'sox' HANGAR —I (ONLY ONE (1) iN PHASE I' SMALL 'SOX' HANGAR— (ONLY ONE (1) IN PHASE 14 CCTY-P5-1 i la t 3 ( 4s i I I i I -�E•-'� �4�18 45 ; $ . _ i r . -- # 4(0 # # I 1 # $ i #� # 34'f "1 �. # ?-- # ° # � d , 4(0 # p l_ � ...$ t 1 d # o $ F _ry " a ;� 1�J �� �. �v�., J ._.. ; d 13 g # # ' d i t-•_.�-, # g # d # $ I �� ; `3 , ° d i # d g $ , -� _g ii 419 3452 # d ? # $ # $ # I $ ; 443 - 14 12 CCTV - ..... _ CCTY PS-4 L --i--� g �.d._�.. .-_� i i ��v.l �•��„��.m,_..g 34i5 . # s g # 4 e g 3451 L.._. I 444 d i ! I # $-� g #� ; 9 g $ iq � �' ^<1.._., _._—_..... !��� % _>c i i'] g i'#"�' - 1:.:=41 i;..., ,..� .....--._.. — f<s'.u.�� J, ( # i v _ t s ; _ - $ i'� Pr ! 1;.1 ?_344 t_a d # qg i y , 3 345 t ?__. ,'`r n 9 _Y�_a ? 3h�2 # d s 46 ? _ + i ._ ?.__ i #.__# 34`14 � 1 $ d d d ! C I ° 44 d 4®134h1 348 44 d $ wu# ! }} '_d ¢ d i # ,-..w.,.<... -.sS �:;;.�. ...,..>.,,,,..._.._.,�w° Y3 I i #¢. r�„9 a._�.,_....,.. _#; di [...'�.». d• .di-3 dyy �. �!Y �;,vf,-. � ''�•~" � �f#�*� Iya �- 3 i I: "� ° 44 i 1 1 344'i - a._ /` ® d 45 4� i 1' i ! ! -- �. 4�_ ' I 1 34't2 i i # 3483 s I _ ! s 90 FUG ! I FUTURE 1 -.• GATE No. 2 (G-2) F GATE No. 3 (G �O 'CO O ' H f (BUILD TYPE 2, TYPICAL I CCTV_ -2 ( GATE, No. i (G-f) OF 1 THIS' HASE1 ..__ - - _.w_ _.� � � # i+ .��• D Rl11 tE I I I i I ! i' R RFE 1 I ! 9 4 j`" � �' . D' BIJ�DiVGS I i # 'F' g i i � H' BtX.D�IGS # ; • i _a_,__.. _ g ? RJTIJFiE'E'? + iRITM E "G I L # RMJFtE .l' _.,._ _ _ ? BLqlmm F1111iFIE R� # ( 1 i _ _ _ __ .. # 1 @ 1 # pq _. t \rf dE� # g_ i B1 i 3 ; -- j 4 I ! ° I Frj ���....:.. �p L j B_Z s C- _ i t D/TV i 5-3 .� L.__ 1 S p __� i � ( -� ` i d ID/Tv.._ ___ __ _, _... d i m ! dr___ r�`- A-1 A-2 lY I d # t 1 g _ _•_� # -- f 3 d ; $ €- - _: ; ; I I" D/TY _ p • g_8 ;s w• _ s - I J g C-12 i A-3 A-4 d I i I I I # 1 ! 4 $ i # a $ $ I 1 1 1 I L-A 1 _�.� � F ._.7_. i C-14 1 � # d g ; r-•--; # 1 # q 1 #M.,.� ? $ 1 1 q �... ,._.° � Ej 4 9 ! W._I.�. I..,......,. i $ I G-15 ? a� -im ! I A-9 1 A-11 A-12 } A-19 OIC� A-14 • 8-13� - C-16 . # d d d ? i r.....'�:.wt g # # F�� i ?... - 8-15 � � --�-'•'(G�;g �..._�.,.....,.._�._.._.,.... �___� ; # a a �_.�-..v....._.....1 s-'-__d $ # 1 —f e--#.,_,.,,...,_.�.,_.,>..,,.�.�ar,l " IM G-19.. i ; # # i a_.? __.q 1 ? # $ # t f{Fe To l I I� 1 ' P $ _ ! ? $ d # # L 1 # I . # i g i 6 ! • a # _ I di ; 1 s $ $ j I C-211 ! — C-22 1•.._.. _.; :wi i # d # _t = _ i _.___ +b j # 1_ s # I ? 1 i # d J ? ' • , I � B' BtI�LD A � � ��_ f rf LARGE 'T' HANGAR (TYPICAL OF TWO (2) IN PHASE IA) I SMALL 'T' HANGAR # (TYPICAL OF ONE (1) IN PHASE iA) N L. m s r1 L ®a ARCHITECT AR0007981 ARCEEWTURE CONSTRUCTION ADi1BiIS IUMN CONSULTANT P.O. BOX 581227 ORLaNDO, FLOM& 328M 407 898-8854 407 898-7992 FAX 20 .� ri C o Q Hjt7Y2?�j.'J ;5 ,a ' o 0z •�v'�Q I iz v V � � a H 1H O Q) a, 0 V O ,� � e m O 4.1 cm I c � � o y 4-4 ti 4 O a a, REVISIONS DRAWN ANY HOLLOWAY CHECKED HAROLD H. CONDO DATE OCTOBERi 2003 SCALE AS NOTED PROJECT NO. WPC —Om MAS I 59 ( M P ' N — INSTAi I FD SysTam SHEET E-2 rh��w ®® NEW MANUAL TRANSFER WITCH 9 8 Lt NEW METER SANITARY LIFT STATION i Pj DUPLEX PUMP (2 ts 3 HP) CONTROLLER 11 TRANSFORMER No. I (T�.I. 2 q\\\—NEW MAIN 015CONNI=CT n n I® R DIAGRAM - SANITARY SHOlIJ�5 REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. SHOWS REAR. VIEW OF THE NEW. MAIN IDISCONNECT SWITCH FOR THE LIFT STATION A5 NU I1= PROVIDE NUTS, BOLTS AND LOCK WASHERS ON ALL FOUR (4) CORNERS O; THE DEVICE BEING MOUNTED (TYP.) PROVIDE KINDORF CHANNEL SUPPORT BETWEEN THE NEW CONCRETE POSTS. ANCHOR THE KINDORF CHANNELS TO THE POSTS WITH ANCHORS Q ! -� __.I n AND BOLTSDRILLED INTO THE POSTS. THE ELECTRICAL o o 10 2 ­0 ;d 0 o 0 0 o 0 CONTRACTOR $HALL BE ° ! e RESPONSIBLE FOR SIZING THE RACK FOR ALL OF THE EQUIPMENT TO BE MOUNTED ° - '� k AND SHALL PROVIDE THE KNDORF CHANNELS ON BOTH SIDES OF'THE POST$ AS REQUIRED. o 0 o o g 0 0 0 0 0 O 0 ° o • I , L_. -e.- _._J L _ -IIl III 6 F^ dIFIIi III. - U-1I f ; EdIF I I Ed II M M116- Z-I I I IFE1 I 1:-El I I- d I I HE1 I I El ' I1 I� 1 i I�--�I ° -- j..�l i I �.I I I-� �I f �.-�--I I I�.�:I •� � I I Ii= IEI Ii� �' III -IIIrn �iII-HIIIn II_ —I COMPACT SOIL AROUND CONCRETE POLE BASE TYI LIFT STATION NO SCALE, ALL METALS TO BE NOT DIPPED GALVANIZED, PRIMED AND PAINTED. SHOWS FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR - it 1 t - I. A41—. AR I 1/\�— '—COMPACT SOIL AROUND CONCRETE POLE BASE TAIL NO SCALE A 3 I I a PROXIMITY CARD READER POLE v. 4s I _ m ( CCTV CAMERA AND FLOOR LIGHT POLE g tj ! I w i c t CONCRETE ISLAND BY 3 G,4TE No. I (G-1) GENERAL CONTRACTOR, m 06 TO NEW PANEL 'C5', CIRCUITS 33:35:31 AND 31 i .._.�. ��.. J I 4= — _ -- — f E 10 GATE CONTROLLER o ° 0 4 E { 'o 0 AR0007981 ARCHITEMum CONSTRUCTION ADM0R8 RATION CONSULTANT P.O. BOX 561227 1t ORLANDO .FLOR DA 32866 407 898-6854 407 898-7992 FAX d M N O °hooWco :d mzko oo OO 4) 0z � °,' z <r ! i as w a°'iW o d �rj rM v�� 04c94e0+w m ENLARGED ELECDTRICAL. SITE PLAN No. 1 , A 3G&E y �� _�„0, ' n t O t Q `�. �y o E N,T , � oO ENLARGED ELECTRICAL SITE POWER RISER DIAGRAM. � U PLAN No. 1 NOTES SANITARY LIFT: STATION c (j ) PROVIDE, 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 o _p "C �-✓ SOLID NEUTRAL (SA), DISCONNECT SWITCH. FOR THE HYDRAULIC GATE OPERATOR. AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS. TO THIS TRANSFO�1ER v in MOUNT THE DISCONNECT ON A FABRICATED METAL RACK AND PAINT AS REQUIRED THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BY THE PROJECT OWNER MR TRACY FOREST, OR AN APPROVED EQUAL OWNER, THE LOCAL POWER COMPANY: o 4O OR JUST ANYONE OFF THE STREET. REFER TO THE 'TYPICAL GRADE MOUNTED `' i RACK DETAIL' FOR ADDITIONAL INFORMATION. ROUTE. A WEATHER-PROOF FLEXIBLE � THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL � METALLIC CONDUIT FROM THE DISCONNECT' SWITC14 TO THE GATE CONTROLLER AND CONNECT THE PAD -MOUNTED TRANSFORMER No. 1(T-I) AS NOTED. THE .- AND PROVIDE CONNECTION TO MOTOR AS REQUIRED. THE TWO (2) POLE CIRCUIT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE m 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 LIGHT A$ NOTED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE #4 o '-0 AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) THWN, CU. FROM THE ROUTE A ONE AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH FIVE (5) MO THRUM, TRANSFORMER SECONDARY TO THE METER AS NOTED, ; b � � 0� y®., CU. AND TWO (2) W THWN, CU. GROUND$ TO THE PANEL AS NOTED. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRL FIGS AREA THE O THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER L a CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (369 BELOW COMPANY FOR INSTALLATION OF THE NEW METER F REQUIRED THE ELECTRICAL oP. THE FINISHED GRADE OR BELOW A BUILDING OR 51DEWALK 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 3448/344S ADDRESS. REFER TO THE 'MA5TER' THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE ° ELECTRICAL SITE PLAN - POWER' FOR THE PANEL LOCATION AND ONE -QUARTER INCH (1-1/49 CONDUIT WITH. THREE (3) "4 THWN, CU. AND ONE (1) •6 TAWN, CU., GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH AS A REVISIONS O3 PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE LONG RANGE NOTED. PROXIMITY CARD READER REFER TO THE POLE MOUNTING AND FABRICATION DETAILS FOR ADDITIONAL INFORMATION. PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY - PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE CCTV CAMERA AND LIFT STATION AS REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL THE FLOOD LIGHT. REFER TO THE POLE MOUNTING AND. FABRICATION DETAILS FOR BE 04 THWN, COPPER MINIMUM, Y ADDITIONAL INFORMATION. ROUTE A ONE-HALF INCH (1/29 CONDUIT WITH FOUR (4) 010 THWN, CU. FOR POWER PROVIDE, INSTALL AND CONNECT A NEW MAIN DISCONNECT SWITCH FOR THE 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 c IF LOCATED THIRTY-SIX INCHES (36') BELOW THE FINISHED GRADE OR BELOW A INDICATING 'LIFT STATION MAIN DISCONNECT' 1N WHITE LETTERS ON A RED BUILDING OR SIDEWALK BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THi:.LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE a (o j ROUTE A THREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE FIBER MOUNTED RACK DETAIL° FOR ADDITIONAL INFORMATION. a OPTIC CABLE(S) BY OTHERS. PROVIDE A PULL -WIRE IN THE CONDUIT, THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA THE TI4E ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE s CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES '(3(V) BELOW AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THWN, CU. AND ONE (1) m THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK. % THWN, CU:, GROUND FROM THE MAIN DISCONNECT WITCH TO THE MANUAL o A THREE-QUARTER INCH (3/4) CONDUIT FOR INSTALLATION OF THE ACCESS TRANSFER SWITCH AS NOTED. q c CONTROL SYSTEM (ACS) MULTI -FAIR CABLE(5) BY OTHERS, PROVIDE A FULL -WIRE E THE ELECTRICAL CONTRACTOR WALL PROVIDE, INSTALL ANDCONNECT,A NEW O �cROUTE IN THE CONDUIT. THE CONDUIT SHALL 5E-P1(G 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 (_w) BELOW THE FINISHED GRADE OR BELOW A SIXTY Am P'(60A) RATED AT 240 VOLTS AND SHALL HAVE A NEMA 3R ENCLOSURE. o BUILDING OR SIDEWALK THE MANUAL TRANN:ER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. WHICH WILL BE USED TO LOCK THE SWITCH IN EITHER P051TION. c c DRAWN "Y HOLLOWAY REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR 100 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SIXTY AMP (60A), 240 VOLT, 2 WIRE, 6/N, TWIST IN A NEMA 3R CHECKED ADDITIONAL INFORMATION. -LOCK RECEPTACLE HAROLD R CONDO REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR BOX WITH A WEATHER-PROOF COVER PLATE: PROVIDE A TWIST -LOCK MALE PLUG FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR INTO DATE CONTINUATION OF THE FIBER OPTIC CONDUITS. T14E TRANSFER SWITCH DURING AN EMERGENCY OUTAGE. ROUTE A NEW ONE AND 0 OCTOBM 13 2003 Im PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED ONE -QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) •4 THWN, CU. AND ONE (1). *6 THWN, CU, GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH. " O °f SCALE AS NOTE GATE CONTROLLER FOR ALL CONDUIT STUB -UPS. THE CONTROLLER SHALL BE "4 '' PROJECT NO. MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL BE 11 ROUTE A NEW ONE AND ONE -QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE TR N, CJ. AND ONE (1) % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO WPC-O3O1` CONNECTIONS IN THE CONTROLLER THE LIFT STATION CONTROLLER AND PROVIDE CONNECTION AS REQUIRED. W it THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL _ CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND Q' + EQUIPMENT TO BE INSTALLED AT TH15 ISLAND. PROVIDE CONDUIT 5TU5-0UTS FOR INPLM ALL PEDESTRIAN SAFETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED 4` THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE POVER ROM GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENTS. j AM DET AU SI~IEET W` r: 000, 'Mc yF'i IN I ' 111 Om 1120 Spinner Lane aS ix Permit NO: 04-30'6 e , k yn �i66 a• . _._ - .....ems _.... __ :... .,. .. _ .. _._ -. ... .. .._ ..... ....a...w_..:s.. b . sux.c..x.;.,e.c.x."....w.:<..,�...a.rwo,w�weu..ar..,r....n.ut�..a..u..vww,... _...:., .. .... .. .. .. ..,, ......._ _.. -- wna�n�.w.µ....,.,....,�x ,. --w.,........, ,... .... ., ..