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2320-2360 Tarmac Way 04 - BC02-000024 (SANFORD AIRPORT AUTHORITY) HANGER (A)_.. .,. ,.. �. ..dip HORIZONTAL TRACK END HANGER BRACKET (SUPPLIED BY DOOR INSTALLER) CLOSES ROLLER CHANNEL. INTERMEDIATE HANGER REQUIRED FOR DOORS 12'0' AND HIGHER OPENING HEIGHT • TYPICAL CTR -CTR MODELS 600, 600S, 60OV, 620, 624 6308, 630V 6348 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 SECTI❑NS NUMBER OF TRUSSES HORIZONTAL TRACK MODEL 60OS: 8'-0' STEEL SKIN 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 SKINNO INSULATION) HORIZONTAL TRACK MODEL 60OS: 25 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) 14 GA. MIN. MODEL 60OV: 25 GA. STEEL SKININSULATED W/ VINYL BACKERS) MODEL 620: 20 GA. STEEL SKIN NO INSULATIOON MODEL 624: 24 GA. STEEL SKIN NO INSULATION MODEL 630S: 20 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) GALVANIZED STEEL MODEL 630V: 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 REVERSE ANGLE TRACK. ALL TRACK BRACKETS AND TRACK CLIPS ARE 12 GA. GALV. STEEL. BRACKETS AND CLIPS .ARE ATTACHED TO TRACK WITH EITHER TWO 1/4" RIVETS OR ONE 1/4" BOLT & NUT. 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. 0 DATE 6/24/98 3/23/00 11/2000 LISTED REPORT#9606C I 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. L 3 -1/2 18 GA. MIN. GALV. PAINTED GA. MIN. GALV END STILE. FA SIDE ELEVATION 18 CENTER STILE. DOOR SK N WITHTENED TO TDOR STANDARD -LIFT TRACK DETAILS SKINASTENED WITH TOGOL-LOC TOG -L -LOC SYSTEM. SYSTEM., ' STEEL JAMBS A 3/16" MIN. MAY BE BACK - STEEL JAMB FILLED WITH 113 GA. MIN. GALV. CONCRETE, BUT 2 2 TWO POINT CENTER HINGE NOT REQUIRED. FASTENED WITH LOCKING (4) /14x5/8' SHEET METAL SCREWS. ILL x1" LONG SECTION 2-2 FILLET WEU) (E60XX ELECTRODE MIN.). WELD LMAX, TO BE LOCATED VERTICALLY STEEL JAMBON ANGLE AT 24" TYP LHR TOP BRACKET CENTER AND TACK 12 GA. GALV. REVERSE E44=DOUBLE HORIZONTAL WELD TOE OF ANGLE AT OR CONTINUOUS ANGLE TRACK SAME SPACING. MOUNT TRACK FASTENED D❑OR WIDTH: 12'-2' DIRECTLY TO STEEL JAMB. WOOD JAMB ON CONCRETE CONCRETE JAMBS STEEL JAMBS WOOD JAMBS JANCHOR I MIN 1/2"x3" MIN. DOUBLE TRACK E 4C,6N MIN EMBED LAG LOW HEADROOM OPTION SHER " DIA. x 1-5/8" JAMB" MIN. STEEL REQ DSCREW 24A MAX. EMBED SLEEVE O.C. TO SECURE BOLT. WASHER"x1-3/4" MAY BE BACK-FILLED 5/16"x1" LG. 2x6 WOOD JAMB 'D. 24" MAX. O.C.. EMBED TAPCON NTH CONCRETE, BUT SELF TAPPING TO WOOD BOTTOM SECTION REINFORCED WITH ECURE 2x6 JAMBCRETE FASTENER. NOT REQUIRED FOR SCREW.STRUCTURE. TEMPERED ALUMINUM EXTRUSION WITH ONCRETE.SHER REQ'D. SELF TAPPING SCREW. 24" MAX. O.C. BRACKET MOUNT OR CONTINUOUS C'SINK IF NEEDED. MAX. O.C. TO SECURE INTEGRAL RETAINER FOR FLEXIBLE SECURE ANGLE ANGLE TO ANGLE MOUNT TRACK FASTENED VINYLASTRAGAL CONCRETE. STEEL JAMB.YELLTO 2x6 #2 OR BETTER NE JAMB WITH BRACKET MOUNT OR CONTINUOUS ONE 5 16!x1-5 8' G. ANGLE MOUNT TRACK FASTENED LAG SCREW PER BRACKET SCALE - TO 2x6 #2 OR BETTER OR TRACK CUP LOCATION. I��YELLOW PINE JAMB WITH DATE - ONE 5/16"xt-5/8" LG. NTINUOUS REVERSE OR CONTINUOUS THE DESIGN OF THE 312 WALNUT STREET 10/3/95 LAG SCREW PER BRACKET ANGLE MOUNT TRACK OR TRACK CUP LOCATION. FASTENED DIRECTLY ANGLE MOUNT TRACK SUPPORTING STRUCTURAL SUITE 1600 DRAWN BY - TO CONCRETE. FASTENED DIRECTLY ELEMENTS IS THE RESPONSIBILITY CINCINNATI, OH 45202 MWW TO STEEL JAMB. OF THE BUILDING ENGINEER OR CHECKED BY - ARCHITECT OF RECORD. 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 INT❑ 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# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION (MODELS 600S, 60OV, 630S, 630V, 634S, 634V) 13 GA, GALV. STEEL STEP PLATE/ LIFT HANDLE - MOUNTED TO BOTTOM BRACKET 30TTOM ROLLER BRACKET OF 13 GA. 33ALV. STEEL, FASTENED WITH (4) #14 X 5/8' LG SHT. MTL, SCREWS CTI❑N 1 - 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 - 12'2"W x 18'0"H DESCRIPTION M/N 600/620/624/630/634: +/-25.5 PSF DES. ➢RAWING NUMBERS REVS B 101544 4 //i/,W FEB, 7:2002 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. L 3 -1/2 18 GA. MIN. GALV. PAINTED GA. MIN. GALV END STILE. FA SIDE ELEVATION 18 CENTER STILE. DOOR SK N WITHTENED TO TDOR STANDARD -LIFT TRACK DETAILS SKINASTENED WITH TOGOL-LOC TOG -L -LOC SYSTEM. SYSTEM., ' STEEL JAMBS A 3/16" MIN. MAY BE BACK - STEEL JAMB FILLED WITH 113 GA. MIN. GALV. CONCRETE, BUT 2 2 TWO POINT CENTER HINGE NOT REQUIRED. FASTENED WITH LOCKING (4) /14x5/8' SHEET METAL SCREWS. ILL x1" LONG SECTION 2-2 FILLET WEU) (E60XX ELECTRODE MIN.). WELD LMAX, TO BE LOCATED VERTICALLY STEEL JAMBON ANGLE AT 24" TYP LHR TOP BRACKET CENTER AND TACK 12 GA. GALV. REVERSE E44=DOUBLE HORIZONTAL WELD TOE OF ANGLE AT OR CONTINUOUS ANGLE TRACK SAME SPACING. MOUNT TRACK FASTENED D❑OR WIDTH: 12'-2' DIRECTLY TO STEEL JAMB. WOOD JAMB ON CONCRETE CONCRETE JAMBS STEEL JAMBS WOOD JAMBS JANCHOR I MIN 1/2"x3" MIN. DOUBLE TRACK E 4C,6N MIN EMBED LAG LOW HEADROOM OPTION SHER " DIA. x 1-5/8" JAMB" MIN. STEEL REQ DSCREW 24A MAX. EMBED SLEEVE O.C. TO SECURE BOLT. WASHER"x1-3/4" MAY BE BACK-FILLED 5/16"x1" LG. 2x6 WOOD JAMB 'D. 24" MAX. O.C.. EMBED TAPCON NTH CONCRETE, BUT SELF TAPPING TO WOOD BOTTOM SECTION REINFORCED WITH ECURE 2x6 JAMBCRETE FASTENER. NOT REQUIRED FOR SCREW.STRUCTURE. TEMPERED ALUMINUM EXTRUSION WITH ONCRETE.SHER REQ'D. SELF TAPPING SCREW. 24" MAX. O.C. BRACKET MOUNT OR CONTINUOUS C'SINK IF NEEDED. MAX. O.C. TO SECURE INTEGRAL RETAINER FOR FLEXIBLE SECURE ANGLE ANGLE TO ANGLE MOUNT TRACK FASTENED VINYLASTRAGAL CONCRETE. STEEL JAMB.YELLTO 2x6 #2 OR BETTER NE JAMB WITH BRACKET MOUNT OR CONTINUOUS ONE 5 16!x1-5 8' G. ANGLE MOUNT TRACK FASTENED LAG SCREW PER BRACKET SCALE - TO 2x6 #2 OR BETTER OR TRACK CUP LOCATION. I��YELLOW PINE JAMB WITH DATE - ONE 5/16"xt-5/8" LG. NTINUOUS REVERSE OR CONTINUOUS THE DESIGN OF THE 312 WALNUT STREET 10/3/95 LAG SCREW PER BRACKET ANGLE MOUNT TRACK OR TRACK CUP LOCATION. FASTENED DIRECTLY ANGLE MOUNT TRACK SUPPORTING STRUCTURAL SUITE 1600 DRAWN BY - TO CONCRETE. FASTENED DIRECTLY ELEMENTS IS THE RESPONSIBILITY CINCINNATI, OH 45202 MWW TO STEEL JAMB. OF THE BUILDING ENGINEER OR CHECKED BY - ARCHITECT OF RECORD. 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 INT❑ 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# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION (MODELS 600S, 60OV, 630S, 630V, 634S, 634V) 13 GA, GALV. STEEL STEP PLATE/ LIFT HANDLE - MOUNTED TO BOTTOM BRACKET 30TTOM ROLLER BRACKET OF 13 GA. 33ALV. STEEL, FASTENED WITH (4) #14 X 5/8' LG SHT. MTL, SCREWS CTI❑N 1 - 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 - 12'2"W x 18'0"H DESCRIPTION M/N 600/620/624/630/634: +/-25.5 PSF DES. ➢RAWING NUMBERS REVS B 101544 4 //i/,W FEB, 7:2002 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISQREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: . APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A ,3. RISC 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 CLEARLY INDICATED. 2 BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED_ TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY 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 CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS, ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" B. NATIONAL BUILDING CODE OF CANADA, MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM -A529 OR A-572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBEPS CONFORM TO THE REQUIREMENTS OF ASTM -A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A607 GRADE .55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A- ''325. HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED.;IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. '-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS'AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFOR DANCE REQUIREMENTS OF TTP=636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEC_ RE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT, METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS .OF A STICKER 'N"FAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO u < GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB -SECTION 2203.2 AND 2203.3.) SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT: -T`? MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY.COMMITMENT ,?''_ JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EIMERGENCY PROCEDURES y 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 FALL INTENSITY JSIEQUAL TO 10 INCHES PER HOUR. FOR A 5 MIN. DURATION (5 YEAR MEAN RECURRENCE -- DRAWING STATUS . ❑FOR APQIdO�d,�L;_ 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. rEOgPERMLT:. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAMNGS. k BUILDING DESCRIPTION: ENDWALL FRAME TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" CS 52'-6" 231'-8" 17'-7" 1:12 BEARING FRAME I BEARWG FPAtiE WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN—OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. BASE CONDITION: SHEETING: BLANKET TYPE INSULATION: Formed Base Angle 26 Ga POR/PWHITE ROOF NONEED BY MANUFACTURER D BY OTHERS EEI ROOF© WALL© UL -251--1 L4x2x16ga.x20'-0 26 as PBR/ TOO WALL SELF DRILLING SCREWS STANDARD TAPE SEAL TRIM: (1/8° POP RIVETS AT SPLICES) MEMBER ROOF( 1 12 X 14 ) STITCH ROOF( 14 x ) ANCHOR BOLTS 3/8" Ox 26 Ga TBD RAKE MEMBER WALL( t 12 X 11r ) STITCH WALL( 14 x a ) BYrOTHERS 1" Q 26 Dai TBD EAVE RAKE TO ROOF: SELF—DRILLERSFGUTTER WALL: SELF—DRILLER WARRANTIES 26 Or TBD GUTTER GUTTER TO ROOF: SELF—DRILLERSRAPS: SELF—DRILLERSBY BUILDING MANUFACTURER U.L. 90 No 26 Or TOD DOWNS, CORNER TRIM: SEIf—DRIVERSLE: SELF—DRILLERS �I 20 YR ROOF YES 26 Q TOD CORNER ADDITIONAL FEATURES: 20 YR WALL YES 26 Ca TBD ACCESS, BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FLORIDA BUILDING CODE IN 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 AW. DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DEAD LOAD 2.0 PSF ( FOR ROOF PANELS AND PURLINS) DRAWING INDEX COLLATERAL DEAD LOAD 0 PSF ISSUE PAGE DESCRIPTION ROOF LIVE LOAD A CI of'I COVER SHEET PRIMARY FRAMING 12 PSF A ESI of I STANDARD INSTALLATION PROCEDURES SECONDARY FRAMING 20 PSF 0 Ft of 2 ANCHOR BOLT PLAN AUXILIARY LIVE LOAD - PSF 0 F2 of 2 ANCHOR BOLT REACTIONS GROUND SNOW LOAD - PSF ( Ce = - ) ROOF SNOW LOAD - PSF A Et of 11 10 Unit T -Hanger Compartment Plan A E2 of 11 Goss Section WIND LOAD 110 MPH, EXPOSURE C A E3 of 11 Cross Section SEISMIC ZONE SS =0.113 'S1 =0.05 A E4 of 11 Roof Framing Plan Seismic Use Group I A E5 of 11 Bracing layout Seismic Design Category A A E6 of 11 Stdewoll & Endwoll Framing Plan Site Class A A E7 of 11 Sheeting Devotions IMPORTANCE FACTORS Basic Structural System - Dual system with ordinary A E8 of 11 Building Sections WIND LOAD 1.0 moment frames of steel & A E9 of II Building Sections concentrically braced frames A E10 of 111 Building Sections SNOW LOAD 1.0 Response Modification Factor (R) 4_5 A Ell of 11 Building Sections SEISMIC LOAD 1.0 Deflection Amplification Factor (Cd) 4_0 Analysis Procedure — Equivalent Lateral Force A Sot Sections And Details MEZZANINE LOADS LIVE LOAD NA PSF DEAD LOAD N/A PSF CRANE INFORMATION N/A RE14L NO. DATE DESCRIPTION BY CJKWO A I 3/19/03 FOR PERMIT JED i t, DESCRIPTION COVER SHEET SIZE SEE BUILDING DE CUSTOMER J.B. MATHEWS LOCATION SANFORD, FL, metallic building company 7301 FAIRVIEW • HOUSTON, TEXAS - P.O. BOX 40338 ZIP 77041 (713) 466-7788 pZIP 777240 -- UVJ PION SHEET C1 NONEI 0605-207063 TRACY FORREST CAD BY BAT LDCAt4D SC. SHEET NO. (( Cl of 1 A M CUSTOMER SERVICE PROCEDURES 3. Material to be purchased from other than the Manufacturer, including estimated quantities and cost. UNLOADING, HANDLING, AND STORING MATERIALS Touch-up of these minor abrasions is the responsibility of the End Customer. Shop primed sted which is coated surfaces when sheets are slid over one another. Never allow panels to be walked on while on the 4. Maximum total cost of proposed corrective work and material to be purchased from other than the stared in the field pending erection should be kept free of the ground, and so positioned as to minimize ground. Manufacturer, water-holdingpockets, dust, mud and other contamination of the rimer film. Repairs of damage to primed � P Pa 9 Pn Rough & improper handling of a panel is inexcusable & a 9 �eP 9 Pa prime example of poor job supervision. In order to give you prompt services and tee problems to a minimum, ease handle an shortages or g y p p p P please Y 9 AUTHOPoFOR CORRECTIVE WORK If the error is the fault the Manufacturer, an StR11�N A8 t - A great amount of time and trouble can be saved if the building parts are unloaded at the surfaces and/or removal of foreign material due to improper field storage or site conditions are not the back charges in the following manner: Carefully check your packing list while unloading. Mark any items, which appear to be missing and notify 'Authorization q for Corrective Work must h in writing by the Manufacturer to authorize the building site according to a pre -arranged plan. Proper location and handling of components will eliminate unnecessary handling. responslbifi of the Manufacturer. All primer should be touched up as required before erection! FASTENER INSTALLATION the Customer Service Department at 1-800-777-9378 as soon as possible. Calling someone else could correctvear the corrective work at a cost not to exceed the maximum total cost set forth. Alternative corrective work other than that proposed in the Initial Claim" may be directed by the NOTE: Plum marks aro slonciled on primary structural members at Iowa end, 1—D° from and. Inspect ROOF AND WALL PANELS Correct fastener installation is one of the most critical steps when installing roof panels. Drive the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene 9 P delay the proper response. Manufacturer in the "Authorization of Corrective Work." Only the Customer Service Department may all shipments prior to releasing the He -downs for loads that may have shifted during transit! around the washer is a good visual tightness check. I. SHORT MATERIALS - Immediately upon delivery of material, quantities are to be verified by the authorize corrective work. REMEMBER, RBST Awoys use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 Customer against quantities that are billed on the shipping document. Neither the Manufacturer nor the V. FINAL an - The 'Final Claim* in writing must be forwarded by the Customer to the Manufacturer Blocking under the columns and rafters protects the splice plates and the slab from damage during the Manufacturers wall and roof panels including color coated olvalume & galvanized, provide excellent pa 9 9 g P should be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -topping PP 9 carrier is responsible for the material shortages against the uan6ties billed on shim document if such e5po 9 9 q shipping within ten (10) days of completion of the corrective work authorized by the Manufacturer, unloading process. It also facilitates the placing of slings or cables around the members for later lifting and service under widely varied conditions. All unloading &erection personnel should fully understand that screws. Discard worn sockets, these can cause the fastener to wobble during installation. shortages are not noted on shipping documents when the material is delivered, and then acknowledged by the if the is the Manufacturer, for shortages are to be made by the customer The 'Final Claim' must include: allows members to be bolted together into sub -assemblies while on the ground. Extra care should always these poraedr ore gw* merctnodlse, which mmnts couttws cam in ha Tiny. carrier's agent, carder claims be exercised in the unloading operation to prevent injuries from handling the steel and to prevent damage Under no chcumstaim should panels be handled mWhiv Packages of sheets should be lifted off CORRECT DEGREE OF to the common carrier. If the material uantities received are correct according to the quantities that are q 9 9u billed the documents, but less than the or the that 1. Actual number of man-hours date of direct labor use an corrective work and actual baud rates of �' Y lay to materials and the concrete slab, the truck with extreme care taken to insure that no damage occurs to ends of the sheets or to side fibs. TOO TTGNT TOO LOOSE TR INESS SEW EEZED 100 1IRN SENNA IS NOT NOTE SUrA CIRCLE OF on shipping are quantities ordered quantities are necessaryto complete the metal building according to the Order Documents, claim is too be made of the P 9 g 2. Taxes and insurance on total actual direct labor. DRAINAGE A The packages should be stored off the ground sufficiently high to allow air circulation underneath the cka es. This avoids round moisture & deters le from walking on the packages. One end of the 9 9 9 9 0011 FAR BEYOND COMPRESSED TO SEALANT FASTENER HFAD FORM SEAL Manufacturer. 3. Other direct costs on actual direct labor. 4. Cost of material (not minor supplies) authorized by the Manufacturer to be purchased from other than Q !I package should always be elevated to encourage drainage in case of rain. NOTE N roman metal flings from surface of panels of the end of each work period. Rusting Rlings can destroy the pain i�nhh and veld any warranty. II. DAMAGED OF DEFECTIVE MATERIA1 — Damaged or defective material, regardless of the degree of the Manufacturer, Including copies of paid Invoices. :: NI stacked metal panels are subject, to some degree, to localized discoloration a stain when water is MASTIC SEALANT damage, must be noted on the shipping documents by the Customer and acknowledged in writing by the carders agent. The Manufacturer is not responsible for material damaged in unloading of packaged or 5. Total actual direct cost of corrective work (sum of 1, 2, 3 & 4). The 'Final Claim' must be signed and "Final ELEVATE Q tr d oppe between their closely nested surfaces. NO exercises extreme caution during fabricating and shipping o pp' g peratlons to insure That all panel stock is kept dry. However, due to climatic conditions, water Proper mastic application is critical to the weather tightness of a building. Mastic should not be stretched I nested materials, including, but not limited to: fasteners, sheet metal, 'C" & `Z" sections & covering panels certified toe and correct by the Customer. Claims' are credited to the Customer by the Manufacturer in an amount not to exceed the lesser of the maximum total cost set forth in writing in the 9 "Authorization TARP formed b condensation of humid air can became trio Y pped between stacked sheets. Water can also be trapped the stacked sheets when exposed to rain. This discoloration caused by trapped moisture when installed. Apply only to clean, dry surfaces. Keep only enough mastic on the roof that can be installed in a day. During warm weather, store mastic in a cool dry place. During cold weather below 60' 9 ( ) that become wet and/or damaged water while in the possession of others. Packaged or nested material / 9 MY � P� 9 for Corrective Work" or total actual direct cost of corrective work. calledbetwe is often called wet storage stain. mastic must be kept warm (60 -90) until application. After mastic has been applied, keep protective paper ' that becomes wet in transit must be unpacked, unstacked and dried by the Customer. If the carder is the Manufacturer, the Customer ntuel make claim for damage directly to the Manufacturer. 6. Cost of equipment (rental or depreciation), small tools, supervision, overhead and profit are not subjected to claims, fie stain is usual) su Ictal & has little effect on the appearance or service life of the ponds as km as f in place until pond is ready to be installed. C. ALIGNING THE GIRTS If the tamer is a common carrier, the Customer must make the claim for damage to the common tamer. AR CIRCULATION it is not permittedtoremain on the ponds, However, moisture in contact with the surfacer the panels over an extended period can sevordy attack the finish & reduce the effective service life. It isimperafive Installation of the building walls is generally done before the roof. Before starting the wall installation, The Manufacturer is not Gable for any claim whatsoever including, but not limited to labor charges of consequential damages resulting from the Customers use of damaged of defective materials that can be � 9 9 9 h• STRUCTURAL. FRAMING SHOP PRIMER - The coat of shop primer is intended to protect the sted framing for only a short period of exposure to ordinary atmospheric conditions. The coat of shop primer If water is allowed to rentain for extended periods in bundles of primed ports such as girls, purlins, etc., the that all panels are inspected for moisture upon receipt of the order. if moisture is present, dry the ponds at once & store n a dry, warm place. check to be sure that the eave strut and gifts are straight and plumb. One method of aligning the iris is t cut temporary wood blocking to the proper length and install between the linos of girls. This blocking can detected by visual inspection. IR. EXCESSIVE MATERIAL The Manufacturer wives the right to recover any material delivered in does not provide the uniformity of appearance, or the durability and corrosion resistance of a field applied finish coat of paint over a shop primer. The Manufacturer is not responsible for deterioration of the shop menu veli fade and the n Pig paint will gradually soften reducing its bond to the steel. Therefore, upon receipt of a job, all bundles of primed parts should be stored of an ongie to allow any trapped water to drain away CAUTION: Caro should aur be taken chat walking an mels. Use sato' lines and nab than a� Pa ry necessary! Panels aro slippery. OR or wax applied to the roof d wall panels for protection against weather be moved from h to ay bay which will reduce the number of aces required. Normally,one line of blockin r will be sufficient Banding can also be used to hold the girls strai ht and lmb. 9 per baY 9 9 g p excess a those required by the Order Documents. coat of primer or corrosion that may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any field applied coating. Minor abrasions to the top coat caused by and permit air circulation for drying. Puddles of venter should not be allowed to collect and remain on columns or rafters for the some reason. damage will make them a all pe ry y pa vary slippery surface. Wipe d an all that has puddled from bundles stored on NOTE: Temporary girt blocking Is offer nal Installation wDl u�noR recommended on concealed fastener panels. The removal of the blocks pa 9• IV, INITIAL CLNM - In the event of error, the Customer must promptly make a written or verbal Initial ry Claim' to the Manufacturer for the correction of desfg ., drafting, Bill of Materials of fabrication error. handling, loading, shipping, unloading and erection after painting are unavoidable. Touchup of these minor abrasions is the responsibility of the Customer, The coat of shop primer is intended to rote steel oP P< protect the s.e°I framing for only a short period of exposure to ordinary atmospheric conditions. The coat of shop primer does not provide the uniformity of appearance, a slope. Dew, frost, a other forma of moisture p°' greatly increase the slipperiness of the ponds. Krays assume panel surface h slippery � act accordingly. Never walk a d o p° pper 9 y stop n skylights or translucent panels! FRAME The "initial Claim' includes: �L SHIPMENT ARRIVAL IiME -Every effort vel! be made to see that the carrier arrives at the jobsite on the requested day and at the requested hour. Manufacturer makes no warranty, and accepts no or the durability and corrosion resistance of a field a ty applied finish coat of paint over a shop primer. The Manufacturer is not responsible for deterioration of the shop coat of primer a corrosion that may Think safety!! vette & Use wood blocking to devote &dope the panels !n a manner Uuak will allow moisture to drain. Wood nets final SAVE STRUT 1. Description of the nature and extent of the errors, including quantities. responsibility for costs associated with a shipment not arriving at a requested time unless a separate result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to blocking placed between will provide air circulation. Cover the stacked bundles with a to or lace cover n lou enough i at the bottom for air to circulate. P 9 9 o� 2. Description of the nature and extent of proposed corrective work including estimated man-hours. agreement has been made in writing for a guaranteed amval time. any field applied coating. Minor abrasions to the shop coat caused by handling, loading, shipping, unloading and erection after painting are unavoidable. When handling or uncrating the panels, lift rather than slide them apart. Burred edges may scratch the IRT ESO 1 ES02 ES03 ESO4 W000 BLOCKING ES05 PROCEDIMIENTOS DE SERVICIO AL CLIENTE 3. Material que sera comprodo a otra que no sea el fabricante, inciuyeado cantidades estimadas y costes. DESCARGA MANEJO Y ALMACENAMIEN 10 DE MATERIAL sitio con minima aqua, poivo , lodo y otros contominantes que ofecten la primers W. Reparociones de de otra. Nuncio permita que pisen sabre los poneles mientras estan sabre tierra. Un rude a inapropiodo 4. Costo total Maximo propuesto de la correcion del trobajo y material que sera comprado a otro que no sea el fabricante. T -Una gran c�n�d�d de tiempo y probiemas pueden ahorrarse si las piezas son dans a la rimers superficie o la P Pe y/ diminadon de materiales ajenos a estos ,debido al incorrecto mane o de los pandes es im rdonable un been e'en o de mala su rvisi 1 Pa Pe Y 1 Pe on de trabajo. En orden de lade un meja servicio y reducir los probiemas ori miruimo, par fawn diriga cualquier (alta o AUTORIUCroN PARA CORRECCION DE 1RABAJOS - Si e) error es culpa del fabricante, una descargodas en el lugar de b construction se acuerdo a un plan pre- arreglado. Lugar y manejo a o lode de los tom antes diminamn mane' P< P pon Jos � is;!�vimientos inecesados. almacenamiento en obra o a las condiciones del lugar no son responsobifidad del fabricante. Toto aceto Mario debera ser retocado Como ser ane Pn eq ' ra antes de la construction INSTALACION DE PIJAS La corrects colocadon de pijas es Una de los pesos mas importantes en la instalacion de un techo. Gire la exceso de material de la si uiente manera: 9 Cheque ctlidadosamerle sus paquetes mientras son destargados. Marque cualquier objeto que parezca outorizacion para correcion de trabajo, debera ser emitida en escrita par el fabricante ,para aulorizar la NOTA: las ' es debaan este norm en los dranadas dA ki Axa en to dour tie ks rriuu% a IA'del fmd. In � � � speccione primeramente lodes los embarques antes de descargar desator las elementas que Cubiefias de Techos Paredes i Pandes pija haste que este apretada y la arandela o washer este firMemente asentada. No sobregire o apriete en n encontrarse, si eel es, Mame notifi a of rt�n�nto de Servicio al cliente d manera es Y W correcion siempre cuando no exceda el costa total mazimo establecido. P Y d fabricante en la autorizaclon de correcion de traba o, puede corn r d traba o de acuerdo solamente j j Y y ya pudleron haberse movido durance el recorrido. Ai,, S£G(NYDAD is PPNAFRt7f de paredes techos del fabricante indu endo ca de color ivalume hranizado Y Y pa 4a Y � pro ctona un servido ezcelente ba o un extensor variedad de condiciones. Toto por ' j personal de descarga 9 exceso las os. Para checor de manera de visual que los elementos esten correctamente colocados use Pal una sellador de neopreno alrededor de la arendela. 1-800-777-9378 tan pronto tome le sea posible. emando podria "arse tiempo al enconter un r usable u1C la faits de material e en to establecido en la queja inicial, Ll Departamento de Servicio ori cliente es d alnico qua puede ePa q se eolocan oajo las calumnas y rafters evitan un done en las lass rociones o calzas de madera que y erection de material debera entender completamente que estos ponm/ms son produclos de cm/idcd , Siempre use las herramienlas aproplodas para instalar pijas. Un deslomilador electrico con un RPM de autorizor la correcion de un trabajo, planchas de coneccion at descargar los materioles, Esto tambien facilito lo localization de slings o cables nos Coates omenton cuidado at manep,ae. 1700-2000 debera utilizarse para self -drilling screws. Un 500-600 tomillador se usaro en el case de las I. FALTA DE MATERIAL - Inmediatomente despues de la eltrega del material, d dente Bebe vedficar V. DUEJA FINAL - La queja final escrita debe ser envioda por el cliente of fabricante con 10 Bias de alrededor de los miembros para despues lewntar y permitir a los miembros ser atomigodos juntas dentro Los paquetes de pijas sdf-taping. Descarge y remuevo los empaques usados en e1 atomillador, estos pueden causer que que sus cantidades seen las mismas que aparecen Tacturadas en b orden de eamprra. Ni el fabricante , ni anticipation antes de completer la correcion del trabajo. to queja final inciuye: de sub-montajes, mientras estan en tierra. Extra- cuidado debera ser siempre oplicado en la operation de lamina deben ser levantados del comion con extremo cuidado aseguiendose que ningun done ocurra , ni N pieza Uenda a moverse o mantenerse inconstante duronte la instalocion. el transportista son responsables del material faltante que aparece facturado en el recite, s le (alta es notirico6 eri el docume nto cuando d material es a Vegado es admitido el transportiste. Si el 1. Numero real de hombre -horns par fecha de trabajo directo usadas en corregir el trabajo y page real de de hares. descarga para prevenir dans per el manejo dei acero osi tomo para prevenir donor los materioles y el concrete. a las puntas ni a las nefveduras de las mismas.Los paquetes deberon almocenorse Io suficientemente dejados de la de tierra 0=J=I- XUY y par porcentaje DRENAR `` superficie para permitir la arculacion de aire bojo los paquetes, esto evito la tons rtista es d fabricante, las ue s folia de material seron hechas el cliente a el hens sta. pa q ja per pa pati 2. Im uestos a uranzo real total del trabajo p y seg y 1 � humedod de la Terra e i mpide que lo genie canine sabre los paquetes. Una de los extremes del paquete ANg1L0 CORRECTO AJ ADO M � ANSfE � � � S kis cantidades de metoriales recibidos son correctos de acuerdo a las con6dades facturadus en la 3. Otros costes directes, de trabajo real directo de laminas debera estar siempre dewdo para drenor el aqua en caso de Ruvia � SEUM � Y a SWM STA NOTE EL DEL GADO SOBRESALE FUERA DE U COMPRIMIDO PARA FORMAR recllo , pero el material ordendo es mento del requerWo para completar la constru cion de acuerdo a to 4. Costo del material (no suplementos menores) outorizacion del fabricante para comprar a otro que no -- ELEVAR Todo paquete a monton de pandes metal eston sujetos of algun gmdo a suldr dertas decdoraciones o CKULO OE SWADOR CABEZA DE LA PIJIA EL SELLO 11, MA de L DAN, las quejas saran bathos al fobfitanfe. Ii. MATERIAL DANAoo O DEFECTUOSO -Materiel danado o defecluaso, de acuerdo at grade sea el mismo. Inclu endo copies de factures. Y P 5. Costo real directo total de trabajo corregido (incises 1,2,3,4,5). to queja final debera so firmada y Moriches cuando d aqua esta atm do entre sus s utiles mas cerconas. NCI ovee extrema 9 Pa precaution duronte lo fabrication y el pedalo de embarque asegurotdose que lode pond apilado se NOTN Sknpre remueva las Hmodums de metal que quedon sabre b superficle de los pandes; at final de coda pedodo de trabajo. Las limadums pueden deslruir d acobado final y anular cuolquhr gamnfia. defectuosidad en que se encuentre, debt ser oetificado en d reciba par el diente y admitido por escrita cedificada verdadera y correctamente par el cliente. Quejas finales sot acreditadas at cliente par el CUBIERFA mantenga seco. Be cualquier manera debido a las condiciones climaticos y ala condensation de aire SELLADOR pa el hansportisfa, d fabricante n se hate responsable pa d material donde en la descarga de los fabricante en una confided que no ezcedo el minimo de costo total Maximo estabtecido y inscnto en la humedo , el aqua puede quedorse atrapado entre las laminas opilodas y la mismo sucedero si estas se to opropiado apiicadon del sellador es de gran importancia en la impermiabifidad de un edificio. a Metes o mientras estos son empocados, inhrfendo, pero no limitodo sob a eso, fasteners, laminas , 'C' outorizacion de correcion de trabajo o costo total real directo de trabajo corregido.. 6. Costo del equipo (dquiler a deprestacion) herromientas pequenas, supervision, petquenos sobregiros y exponen ala Iluvia. to decolarocion causada par la humedod atropoda es frecuentemente Ilamoda mancho de humedod guardado. sellador no Bebe estirarse cuendo se esta instalando. Aplique solamente sabre superficies limpias y setas. Mantenga solomente la cantidad de sellador que se colocara ese dia. Durante clima caliente, sectiones de y 7 y cubiertas que se mojon a damn par el aqua mientras se encuerlran en posesen beneffdos no sujetos a quejas. to moncha es usualmente superficial y Uene un pequeno efecto en la opariencia a duration del pond dmacendo en un lugar frig y seco. Durante cfima frio (abojo de 60' el sellador Bebe mantenerse cofiente de ohos. Material empocado que se moje mientras se traslado, debera ser desempacodo, separado y VI.MARCO ESTBUCTURN. (SHOP PRIMERI - Lo caps de shop primer (primers caps de pintura ORCUtACION DE ARE siempre y cuando n se permits que b mancho permonezca en el panel. Be cualquier manera el contacto (611-91Y) hasta su opricacion. Despues de que el sellador hallo side opficado, mantengo la cubierto o secado par el cliente. protectors) intents proteger at marco de acero par un determinado tiempo de exposition a condiciones Si el aqua puede permanecer par periodos considerables en nerwduras o hendiduras de las partes de la humedod con la superficie de los pondes duronte un pedodo largo puede donor severamente el Papel protector We que el panel este listo para instalarse. S el fabricante es el transporlista, el cliente debera ham( la queja per defectuosidod directomente al abrtoefericas ordinaries. La cape de shop primer no proportion uniformidad de apariencia o durabilidad y principales come gkts, puffins, etc. el pigmento fallaro y la pintura se suavizaro graduafinente reduclendo ocabodo y reducir to duracion de villa. Pa to tanto es necesario que lodes los paneles seen ALINIAMIENTO DE LOS AMARRES fabricante. S! el transportista es el a este. trans nista o el encar odo del handado del material, el cliente 9 Pa 9 resistencia a la corrosion como una ca final de pintura hecha en el cam sobre el shop rimer. EI pa P Pe op P � fabricante lo union con el acero, pa to tanto reclbido el materia! todas las hendiduras de estas piezas deberon ser almacenodas en un angtlo que drenarse la de in donados or humedod al recibtr d embarque. Si se resenta humedod recede a secar los ondes � P q P P P inmedialamente dmacendos la instalacion de las Paredes de el edificio es generalmente hecha antes qua el (echo. Antes de empezar debere hater la queja al antes mencionado. 0 fabricante no es responsable de ningun tipo de queja, no se limits a los dans consecuentes resulfado rid use de material danado o defectuoso pa el cliente ,si no es responsable del deterioro de b capa de primer o de corrosion quAe puede resuitor de to e osicion alas condiciones atmosfedcas a al media ambience, ni a la corn bb�lidad del mer a >rp Y Pa � �� primer permita que cuuigLker aqua puede y permitir circulation aire para secarse. No debera permitirse que el aqua se cofocte estanque en las columns rafters r q 9 Y q Y Pa y en um lugar seco y colido. PRECAUCION: Sian dobe tenerse cuidado cuando so camine sabre las neles, use redes Rneas Pm Pa Y con la instalacion de las Paredes, asegurese que el olero el amarre erten er uidos niv q Y 9 y rases. Un metodo porn ainear los amarres es tartar calzas de madera dei mfsmo largo de los amarres estas estos donos son detectedos r in cion visual pa spec ' III. MATERIAL EN EXCESO - d fabricante se reserve el derecho de recoger o recobrar cualquia material cualquier caps aplicada en la obra. Menses abrasiones de la ultima cepa causadam por manejo ,cargo, embarque, descarga y erection del material despues de la. pintura son inevitables. Retoques de estas lo misma razon . La cu d par a shop primer intents proteger al marco de acero par un determinado tiempo de exposition a de seguridad cuondo sea necesarioU Eos ponales son rosboladizos. AceRe a cora opficados a los paroles del techo o parades pom protegerks conha dams causados par d ctima las baron super kles muy estaran tem almente i nstalodas entre los elfos . Estes bl ues de madera Por oq podran ser removidos de una bahia vueftos a user en otra to cud reduciro el numem de Y piezas requeridas. Normalmerite, una linea de que fee entregodo en exceso de acuerdo al requedde en la orden de oompra. 'damenfe abrasiones menores son res onsabilidad del cliente. P condiciones atmosfericas ordinaries. to co de she rimer no r rclona uniformidad de a nendg durabtidad y resitencia a la corrosion como una copopfinal de nturra hecho en el cam sabre el she P P Pe P rodloladhas. Seque cualquier oceife que se pudo haberse acomulado pa almacenorse on decile. Rodo, hielo o cue er otra forma de humWad inaemerda quo las rHcles do hs � q supe paneles se ruefvan mas bloques de madera par bahia sedan suficiente. Estes atoduras podran ser solo usadas Para mantener o sostener los amarres rectos y niwiados. IV, WEA DIiCIAI - A catarse rid ora, e► cfiente ra debera tracer, a sea escrita o a Y par verbal urm queja inicial al fabricante para la correcion del diseno, dibujo, facturodon del material o errs VII. NORA DE tLEGAOA DEL EMBAROUE - Se hero un esfuerzo par lograr qu el transpodista Regue al lugar de trabajo el dia y a la baro solidtada. Q fabricante no garanGza y no ocepta ninguna primer. to fabricante no se responsabiliza del deterioro de to caps de de primer o de Ia corrosion que pueda rosbalad'aas. Asuma sianpre que b superrde del pond as rosbaloza y a" de ocuerdo a ado. Nunca piss o comine sabre skylights o pantiles tranducklos, Please segurolllll!! NOTA! Calzas o toques de madera tempomles sabre los amorroa no son recomendables en poneles con pgos ocultos. EI movnmierdo de edos bloques despuss de la instalacion del parrot podda cousar en Id de fabrication. to queja inicial induye: res nsabifidad r el costo asociado con el embarque que fie Ile ue a la hero solicitodo exce to, que un Pg Po q 9 P resultar de la exposition a las condiciones atnnosfericas al media ambiente, ni la corn tibiTidad del Y Pa Use bl ues de madera Para devar a indinr los neles de manera que to drenr la humedod, o9 Pa Pa q on los amarros. 1. La description de la rwturaleza y grads de errs, incluyendo contidades. arreglo se hallo bathe Por sepamdo, garantizando la ham de Ilegada. I primer a cualquier cepa de pintura aplicada en lo obra. Menores abrasiones de la ultima caps causadas Calzas de madera entre las piles de pandas permi6ra circulation de aire adidonl. Cama las pilus con MARCO 2. Desaipciat de la naturafeza y el gmdo de correcion del trabajo propuesto, induyendo estimocion par manejo, cargo, emborque, descarga y erection del material despues de la pintura son inevitables. una cubiedo plastica dejundo suffcientemente obierto el Tondo para permitir la circulation de aire. KERO hombre -horn Retoques de estas ebrosiones menores son responsabitidad del cliente final, a acero primario el coal es Cuando se manejan o separan los pandes, no los desfize de manera que se separen mejor levantelos, el AMARRE almacenado en la obra durante la erection del edificio, debera mantenerse Libre de tierra asi come en un sobrante en las onTlos podria ralfar las superficies cuando las laminas se deslizon separandose una ESO 1 ES02 ES03 ESO 4 ES05 OQUE DE MADERA NOTE: REVISIONS 1. these Installation Procedures are intended to depict general installation as described above. Consult your installation manual or additional NS—Sheets for further clarifications. NO. OAiE DESCRIPTION BY q(b A3/19/0 FOR PERMIT JED BAT I n s t a I i a t i o n Procedures NOTA: 1. Estos Procedimientos de Instalacion descnbir de manera general la instalacion de el objeto como se menciona amba. Consults su manual de instalacion o sus Nuevos Obujos Standart para una presentation mas darn. Customer. J. B. MATHEWS End User. TRACY FORREST Location: SANFORD, FL Det. By Chk By Date Scale Building 10 Job Number Sheet Number Issue JED BAT I I N.T.S. 0605-207063 1 Est oft I A nrr u.nnnn DAI T DI AM BASE PLATE DETAIL A A. BOLTS 5/8"0 BASE E THK. 1/2" 2 /2" N Z F, W O s i^ O N 04� \ — M LOW BASE PLATE DETAIL D A. BOLTS 5/8"0 1 BASE E THK. 3/8" a W 4" BASE PLATE DETAIL I E A. BOLTS 5/8"0 1 BASE E THK. 1/4" 6.6 K --ww- 6.6 K 6.6 K WIND Longitudinal X—Bracing Reactions (AT FRAME LINES 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 & 12) SEE ANCHOR BOLT PLAN 1 1/2", , 1 1/2" Z W W BASE PLATE DETAIL A. BOLTS 5/8'0 1 BASE E THK. 1 9 1/2" 1 BASE PLATE DETAIL A. BOLTS 5/8"0 1 BASE E THK. I \ O / / \ 1.34K 1.43 K 1.43 K WIND Endwall X—Bracing Reactions (AT FRAME LINES 1&13) 4" 9 1/2' z 0 0 Cn BASE PLATE DETAIL A. BOLTS 5/8"0 BASE E THK.. 3/8" 9.2 K DEAD LOAD + LIVE LOAD 2.6 K DEAD LOAD + WIND LOAD 9.0 K HORIZONTAL WIND HEADER SUPPORT COLUMN (AT FRAME LINES 2.5, 3.5, 4.5, 5.5, 6.5, 7.5, 8.5, 9.5, 10.5, 11.5 & 12.5 �d Ir� 1.34K 1.43 K 1.43 K WIND X—Bracing Reactions (AT FRAME LINES B & C) DRAWING STATUS FOR APPROVAL: 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. X FOR PERMIT, THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. F R CONSTRUCTION: FINAL DRAWINGS. x 1.0K 1.0K DEAD LOAD ONLY 9.O K 9.O K DEAD LOAD + LIVE LOAD 7.0' 7. OK DEAD LOAD + WIND UPLIFT Transverse x—Bracing Reactions (AT FRAME LINES 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 & 12) 4.7 H 2.3 K 3 DEAD LOAD + LIVE LOAD DEAD LOAD +WIND LOAD ENDWALL COLUMN REACTIONS r OF RECORD PROJECT. AEVISADW DATE DESCRIPTION BY CKb metallic building company /19/03 For Permit and Construction JED BAT tam 7301 FAIRVIEW •HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION ANCHOR BOLT SETTING PLAN SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER J. B, MATHEWS TRACY FORREST LOCATION SANFORD, FL CAD BY JED DRN. BY CK'D BY DATE SCALE JOB NO. PN BLD�4D SC. SHEET NO. ISSUE! JED NONE 0605-207063 F2 0i I 21'-4" 42'-0" 42'-0" 42'-0" 42'-0" 42'-4" i 1 I I 2 i I I 4 I I 6 I I I I 8 I I I 10 I N I I L — — — I I I I I I I I I I I 40'-0' 1'-0" (Typical Door Layout) 42'-4" 42'-0" 42'-0" 42'-0" 42'-0" 21'-4" 231'-8" y 1 10'-6" 20'-4" 10'-6" 10 UNIT T - HANGER COMPARTMENT PLAN 4„ 411 -- i F I I M APR. in HANGER COMPARTMENT (inside clear dimensions +/= 1 1/2") l ( The clear dimensions shown are base off an 8" girt system with one 1 1/4" wall panel) DRAWING STATUS► 4" 41'-4" 4" ❑ FQR APPROVAL: NO. DATE DESCRIPTION BY CK'D metallic V u i l d i n !) company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 03 14 03FOR PERMITS JED BATMUM 42'-0 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION COMPARTMENT PLAN _ T HANGER COMPARTMENT X ❑ FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY SIZE SEE BUILDING DESCRIPTION SHEET Cl OF 1 CUSTOMER J. B. MATHEWS COMPANY TRACY FORREST DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS 111 COMPLETE. LOCATION SANFORD, FL CAD BY JED ❑ FOR CONSTRUCTION: DRN, BY CKD BY DATE SCALE JOB NO. PH I BLDG. D SC. SHEET N0. 1�ISSUE FINAL DRAWINGS. JED NONE 0� E1 A 605-207063 7 r 12 CROSS SECTION @ INTERIOR FRAMES �� ',—RafterColumn (4) 5/8" x 1 3/4" (A325) Bolts Rafter To Column Detail "A" SECTION "C" 0 x 1 3/4" Jolts A co G G N IN P% N co O 12 _ 1 �- CROSS SECTION @ FRAME LINES 3.5, 5.5, 7.5, 9.5 & 11.5 AT SIDEWALL A 5'—p 5'_p 3 —4 3'-4 3'-4 '2 "0 x 134" (A325) Bolts W/ 38 " P. CROSS SECTION @ FRAME LINES 2.5, 4.51 6.5, 8.5 & 10.5 AT SIDEWALL D 121 2.5 3 3.5 TIT 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 T 11.5 12 13 I 231'-8' I 2V-4" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'4" 10'-6" 10'-6" 10'-6" 10'-6" 10'4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-10" 0 I i I o 0 0 I z I I I CD I J CID c i a B �R -------------- Q I _ — 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" L10'-10" 10'-10" 10'-6" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 42'-4" 42'-0" 42'-0" 42'-0" 42'-0' 21'-4" E E9 H 10 ROOF FRAMING PLAN V-2 3/4" V-2 3/4" 2'-4 All dimensions shown are to 1 3/4 2 2 1 3/4 the web of the rafter 3 16 3 04, MEMBER LOCATION MATERIAL PURLINS ALIL BAYS 8122 x16Ga 'A N SIDEWALL GIRTS END BAYS 81212 x12Cu PA DA Pullin Clip ENDWALL GIRTS ALL BAYS 81212 x12Ga PL -3/16" x 6" x 0'-7" ENDWALL RAFTER ENDWALLS 8x312 C14GD CORNER COLUMNS ENDWALL W8xl0 r Flange Brace WIND COLUMNS ENDWALL (2) 8x312 Cx13Ga o L 2 x 2 x 14Ga. wAl) 1/2"' x 1" M. Bolt at Clip MAIN RAFTER ALL INT RAFTERS (2) 10x312C12Ga MAIN COLUMNS INTERIOR FRAME W8x18v�aonas DRAWING STATUS Flange Brace Clip PL -3 is" x 3" x 0'-3" / MISC. CF ANGLES SHTG. ANGLES 44x2x16Ga-20 —0 FOR APPROVAL ❑ FOR APPROVAL, ARE BY DEFINITION NOT N0. A DATE DESCRIPTION BY CK'D JED metallic V u i l d i n g company � Rafter THESE DRAWINGS, BEING 03/19/03 FOR PERMIT BAT Purlin Lap Detail SOLDIER COLUMN SID EWALLS W8X18 FINAL, .AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 NOTE: EAVE TRUSS SID1EWALLS 4 x 3 x 14Ga DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE, DESCRIPTION ROOF FRAMING PLAN MAR 2 All Bolts are 1/2" x 1" A307 M. Batts T U.N. %p' ) FOR PERMIT, THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY SIZE CUSTOMER SEE BUILDING DESCRIPTION SHEET Cl OF 1 J.B. MATHEWS TRACY FORREST DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED A5 COMPLETE. LocnnoN SANFORD, FL CAD BY JED ❑FOR CONSTRu�TION: DRN. BY CK'O BY DATE SCALE JOB N0. PH BLDG. DSC. SHEET N0. ISSUE 1� FINAL DRAWINGS. JED NONE 0605-207063 E4 A =IO2Mr 1 2 2.5 3 3.5 4 4.5 .5 5.5 n 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 13 i 12 BRACING PLAN All dimensions shown are to the web of the rafter / SEE BRACING PLAN FOR COLUMN MARKS _ DET. "A" 56 0 CABLE TYPICAL TYPICAL IN WALLS 17'-7" 17'-4" 17'-7" 52'-6" OUT TO OUT STEEL Partition WZ Bracin p (11–Partitions Req'd.) Partition WV Bracin B (6—Partitions Req'd.) 0 CD FOR ALL LIGHT GAUGE STEEL TO STEEL ATTACHMENT USE #12-24 X 1 1/4" TEK 4.5 FASTENERS Detail "A" 2amnrunu, rL •" " JtU DRN. BY CK'D BY DATE SCALE JOB N0. PN BLDG. DSC. SHEET N0. ISSUE JED NONE 0605-207063 �"� E5 A C804i \l— C804 ' \ \ �-- CB04 g \ \ 1 I I I I C804 i' I I I I \ CB04 A x\\ A II A A I I i' fl� A A I II I A A j II \ i I \ \ i' II A A II it I �'X`\ .'"`\ II ---- ------------- II \\\ 0 0 CABLE TYPICAL — --- \ B ' SPANDREL (TYP) TYPICAL IN ROOF i\ 2-12C312x12Ga , C004 \\ CB04 -�\\ ,� 12 BRACING PLAN All dimensions shown are to the web of the rafter / SEE BRACING PLAN FOR COLUMN MARKS _ DET. "A" 56 0 CABLE TYPICAL TYPICAL IN WALLS 17'-7" 17'-4" 17'-7" 52'-6" OUT TO OUT STEEL Partition WZ Bracin p (11–Partitions Req'd.) Partition WV Bracin B (6—Partitions Req'd.) 0 CD FOR ALL LIGHT GAUGE STEEL TO STEEL ATTACHMENT USE #12-24 X 1 1/4" TEK 4.5 FASTENERS Detail "A" 2amnrunu, rL •" " JtU DRN. BY CK'D BY DATE SCALE JOB N0. PN BLDG. DSC. SHEET N0. ISSUE JED NONE 0605-207063 �"� E5 A 1 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 i 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 13 6'-0 3'-10 M SIDEWALL EVEVATION at LINE A 0 IN N r - Cm 13 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1 0 I C E H B G E9 10 E8 COMPARTMENT (1 3 COMPARTMENT COMPARTMENT(DE1 COMPARTMENT 7 COMPARTMENT - 9 GIRTS 8212 FINISHED FLOOR 6'-0 3'-10 M SIDEWALL EVEVATION at LINE A 0 IN N r - Cm 13 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1 0 I L— 231'-8" O 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 21'-4" - i� 10'-6" 10'-10" BFL73-240 BFL73-240 BFL73-240 F2 17'-7" 17'-4" 17'-7" 10'-10" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" N I i� 7 E ECJ COMPARTMENT 10 COMPARTMENT 8 H B tU E8 COMPARTMENT 6 _� 0 10 COMPARTMENT 4 O GIRTS 8212 COMPARTMENT 2 FINISHED FLOOR SIDEWALL EVEVATION at LINE D (2)5/8"0x 1 1/2 (4) 5/8"0 x 1 3/4" ( (A325) BOLTS DC B A ZI MI ENDWALL EVEVATION at LINE 1 * Field locate 3070M doors. O I CD (2) 5/8"0 x 1 1/2" (A325) BOLTS (A3 5)8"0x1 3/4" \B C ENDWALL EVEVATION at LINE 13 * Field locate 3070M doors. A O GIRTS 8Z12 O i - i� BFL73-240 BFL73-240 BFL73-240 F2 17'-7" 17'-4" 17'-7" 52'-6" OUT TO OUT STEEL ENDWALL EVEVATION at LINE 1 * Field locate 3070M doors. O I CD (2) 5/8"0 x 1 1/2" (A325) BOLTS (A3 5)8"0x1 3/4" \B C ENDWALL EVEVATION at LINE 13 * Field locate 3070M doors. A P 5 Truss Ln B1 I I E11 I I (3) 1/2 X 1 1/2 (A325) Bolts III - ISI ISI IU III 14 3X3X1 01 14 � III III (3) 1/2" X 3 1 /4" A 3 2 5 Bolts w/1 Washer Ea. I I I I I I Ck-, I I m II m I I � i I (D-) I i Q0 L 'C- 1 -4 DRIP TRIM \,;� BFI -24– — DOOR . PANEL - B 12 2 � —El 1 E11 1/2" X 1" (A307) Bolts �2" X 1'2" TYP. i � �u6p Q- (2)12X312C12 12 rr-n EPA X 1 BOLT 0044 -� X4X16 W 6 12-24 X 14 ---- DETAIL '134' (E11) F AMING BY YDR0–SWING i1 9S Section TRUSS Main Rafter 4X044 —12 X 1 BOLTS m 0 0 N N M 0 � In" V I " Section 99E" Door..y 99 99 Section 1'-0 1'-0 40'-0 CLEAR 2'-0 40'-0 CLEAR DETAIL "G" 1 V 4 nni T(- 1, X 1 Pn1 Tq AL VCI\ I Il, -/ML I f\UJJ SECTION "J" HORIZONTAL TRUSS COLUMN 12 X 1 BOL' vr-n-rinns Tni in(' )LTS Spandrell Beam (2)12X312 C12 M gel Brace c N )LTS 11-1 N M C TS SECTION "I'll" 9H1" Jamb, Spandrel and Bracket connection At column HORIZONTAL 12 X 1 BOLTS TRUSS 1 , 1 , 1 , �— BRACKET 1� VERTICAL TRUSS 1 I ' 1 � 1 � 1 1 1 1 12 X 1 BOLTS 1 I t JAMB SECTION "H 2" Vertical and horizontal truss connection at door jamb 1 (3) 1/2" X 1 (A325) Bolts L 3" x 3" x 3 /16" 1 3/4" (3) 1/2" X 3 1/4" A325 Bolts w/(1) Washer Ea. Truss Purlin Web X— Rafter Web -------------- ---- d- d- � N lection 131 WX 1/21) X 1 1/2" (A325) Bolts PBR PANEL drel Channel WWIII I IUIIIF- Rafter S e ctio B 3 � 4X4X4d 12 X 1 BOLTS 12 X 1 BOLTS 4X4X1� � � 4X4X44 (WELDED RAFTER � (WELDED) TRUSS Section 99Py6��"B2" Vertical Truss Hydro Swing Door Detail 134 .Inmh ('nh imn 1/4 O.C. Clip At each vertical leg of vertical truss Horizontal Truss M O C N r N M O Section 31D�' t REVISIONS ' N0. DATE DESCRIPTION BY CK'D aim me♦`alIie building company A 03/19/03 FOR PERMIT JED BAT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Customer. J. B. MATHEWS End user. TRACY FORREST location; SANFORD FL Det. By Chk By Date Scale Building ID Job Number Sheet Number Issu JED N.T.S. 0605-207063 E11 A Stitch ! At 20' 19" 12' 12' Stitch At 20 Base Eave Rake And Intermediate Girls Member Fastener Spacing 11, 12' 12' Panel End Laps Only Member Fastener Spacing Fastener Location "PBR" Panel At Wall NS0001 1 4 Hillside Washer Cable Brace Flat Washer Hex Nut 00�<Eye Bolt Web of Frame 12" 12" 12" 10" 2" 10" 2" q"2 Detail "A" f I Panel Fastener Locations At Wall Members (Excepj As Noted Below) 12" 12" 12" 2" 8" 2" 2" 8" 2" 2" 8" 2.t2', Detail "A" J Eave Member Peak Member do Panel End Laps Panel Fastener Locarions Member 4"+ Screws Roof Panel Continous Tape Seal Tape Seal ---- Stitch Screw (For Roof. Only) _ _ At 21!X:3/8 X 3/32 Thick Roof � Purlin Panel Detail "A" Note: Section Thru Panel End Lops Screw Patterns Shown Satisfy U.L. 190 Requirements For Roof Fastener Location For "PBR Roof Panel NS0002 Notice: A Minimum of 1/4V Space Should be Allowed from the Sheet End to any Surface. Steil Line Wall Panel Rake Angle In " X 1' M. Batts 1 1/4" A325 Bolts lwatl Elevation ntily) `ter Column Varies) Section Thru Rake at Cold—Form Flush Endwall NS00110 3 COLUMN SIDEWALL OR Cq b ENDWALL GIRT (TIP.) 29 3 o � Member Strew (® 12° O.C.) ..e 1 M 1 N Anchor (By Others) Finished Floor W M N 4 4 USE SC -3 CUPS 5 5 USE SC -56 CUPS 6 6 USE SC -57 CUPS (2 BOLT GIRT CONNECTION REQUIREMENT) COLUMN SIDEWALL OR ENDWALL GIRT (TYP.) Panel SAIF c205cb C Member screw 1 —0 O.0 Remove Bearing Leg Corner Trim (8FL830) "PBR" Panel Outside Corner Trim NS0015 Back Up Plate � Note •l-4 �-- � � 4 4 USE SC -16 CUPS • •d r 5 5USE SC -72 CUPS .r 6 6 USE SC -73 CUPS Cable Brace to Frame Connection Famed Bose Trim (BFL73) NOTE: USE 1/2' DIA. X 1" (4 BOLT GIRT CONNECTION REQUIREMENT) A307 BOLTS AS SHOWN Note: Shop welded Back Up Plate may be located at either side of the web. (If Requied By Design) Formed Base Trim Section w/o Panel Recess SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL NS0053 INS0062A INS0125 NOTE: 1. These drawings are intended to depict general installation of Item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or daifications. REVISIONS NO. DATE DESCRIPTION BY CWO A 03/19/03 FOR PERMIT IED BATa n d a r d Details Customer. J. B. MATHEWS End User. TRACY FORREST Location: SANFORD , FL Det. By Chk By Date Scale Budding 10 Job Number Sheet NumberTA BAT 03/19/03 N.T.S. 0605-207063 S—i ,Ep tr iI I i AR0007981 c CONMUCTION ADMINISTRATION i CONSULTANT P.O. BOX 681827 ORLANDO, TLORIDA 32866 i 407 998-6864 (407) 898-7092 FAX I n a r S � � 0 D � Q J w�+ A� Q t a 5, ISS C s p i� u L R, Q V Ic w a v 0 DRAWN p CHECKED o - DATE o SCALE PROJECT NO. r v SHEET Y d V ce W i II i J II I a l edgft imD. KU ITZI ARCHITECT ii •� I 3 i I 1 r jL Y AR0007981 ARCHMMM o CONSTRUCTION ADMINISTRATION 'C CONSULTANT W o P.O. BOX 561827 ORLANDO, FWRIDA 32858 on 407 898-8854 407 598-7992 FAX c i 5TbL Ro o >c 1 rJ G T R- It h M b a x 0 � I o t I w c 0 E V O p n a t O G 4 rtFA, F-1-1 F4, p � V) C 0 J II I a l edgft imD. KU ITZI ARCHITECT ii •� I 3 i I 1 r jL Y AR0007981 ARCHMMM o CONSTRUCTION ADMINISTRATION 'C CONSULTANT W o P.O. BOX 561827 ORLANDO, FWRIDA 32858 on 407 898-8854 407 598-7992 FAX c i 5TbL Ro o >c 1 rJ G T R- It h M b a x 0 � I o t I w c 0 E V O p n a t O G 4 rtFA, F-1-1 F4, --- --- - A b � i LI I -A WWM AtM4�- - T . ..,t o .t t - M -P. tj a4. REVISIONS j - - � W��-►ire 12 {-bv� � o� u �, i < h FILLL- +--) _ - Y.ONGR T'Ei SVp�GoTR-A0TOg I o GAO�D N� 1 .. r —11-1 � W is 0,i- e. A44 4aF- `D f' E✓ r-�'T (-- �" �- 2 0 -o" M)" OF Ca x 1, AJ I kI W M �1 L A �z� • S'� F4 f'faJ�TInN - A*� �, (�{k ? �. , � li f1p 4r it 21`- 2`�z'` 21'•:2'2" I 1'- 2 1;2000Y-51, f.OMG 5LA'a a ._ ..�: ��r�-rte rbc-��—�•,�— _ _____--------- --. r _ � � lr� fol 11, .V15 LiG'N rip�TF-y i �>e • -r�� l l%'c� .. � e � DRAWN o�-lb" CHECKED Eo Eo DATE 6. \ 4�1r-p►N (T-fP), 2a` � � SCALEDx5 S N•o W t1 MIN, �' L�� \ F I PROJECT N0. v cr W 2t. y,l2t-Irop N�-,ARS i SHEET 7 I d V W ' C i v w �. I I•.II __...... J _ ,�.... _ __...... _ _. i!jll a, •V Ill;l�j�i "o b I/g i > — , o a V v � --- --- - A b � i LI I -A WWM AtM4�- - T . ..,t o .t t - M -P. tj a4. REVISIONS j - - � W��-►ire 12 {-bv� � o� u �, i < h FILLL- +--) _ - Y.ONGR T'Ei SVp�GoTR-A0TOg I o GAO�D N� 1 .. r —11-1 � W is 0,i- e. A44 4aF- `D f' E✓ r-�'T (-- �" �- 2 0 -o" M)" OF Ca x 1, AJ I kI W M �1 L A �z� • S'� F4 f'faJ�TInN - A*� �, (�{k ? �. , � li f1p 4r it 21`- 2`�z'` 21'•:2'2" I 1'- 2 1;2000Y-51, f.OMG 5LA'a a ._ ..�: ��r�-rte rbc-��—�•,�— _ _____--------- --. r _ � � lr� fol 11, .V15 LiG'N rip�TF-y i �>e • -r�� l l%'c� .. � e � DRAWN o�-lb" CHECKED Eo Eo DATE 6. \ 4�1r-p►N (T-fP), 2a` � � SCALEDx5 S N•o W t1 MIN, �' L�� \ F I PROJECT N0. v cr W 2t. y,l2t-Irop N�-,ARS i SHEET 7 I d V W ' tD r CL 4 IANG+4r� � I '2G'' AN- A (p R• M 4j�6 V41 poi.?h ("m 4�?6Av � z ac�.r� MIN. 1 _per_H 11 —1 1 I ,I, *r J , M �(F'''tjl.�" �1_p" !! 11• ii1_ �%1 �0� y - Or rA IhJ-f R i a R GoL. F ^f`fP (SH 'iti I' -all 2 EH9VAAiUi,. Got, , F T e�- r � r 'h/ �a��r^�� pl�-Irr�t �g kti1Rpi,J � G - �` G �-• W A,`( Trp , � � � � N 41 F l TYp t6aU t o FWT'4' 1/2,1,1, o. t10R.t- F—,&? P�-�N� IN�R�DI f'Rt- FIN1��-tEt� f j M -V, IvaE 7L P�SW N 6- � -MZ1 M - I111 eetaR -s$I.EGTe�v 'P�( 0HMsP- -- 1. IT IS THE BrTEt1T OF THE ARCHITECT THAT THE WURK Ra n lvn NR1NAM9 wIIA ALL XMIJU MANN" 13 UP 1 na WVUAPIM4 AUTHORITIES HAVING JURISDICTiON OVER THE TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO • THEM WORK IN CONFORMANCE WiTH ALL APPLICABLE CODES AND REGULATIONS, 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSIIt PRIOR TO COMMENCING WORK. R•ms CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO 'nit ARCHITECT R PRIOR TOCOMMKNCi4G WORK, 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD iN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, ONO SLEEVE.!, HANGERS, SLAB D9P2ff1SION% AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER n.l 1. nits[ DOCUMENTS, As INSTRUMENTS or sERViCE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR 9 REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT O► THE ARCHITECT. +�►� S. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE WTENEKD TO DE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY 301" SITUATION ELSEWHERE N TIE WORK EXCEPT WHERE A DIFFERENT DETAIL is SHOWN. THE CON'TRACiOR !HALL CONSIILT THE ARCHITECT IF THERI E ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATgfN g 01 A DETAIL OR CONETRI)C'TION OWLEA L ILL 11IMINSION1S AND ELEVATIONS SHOWN SHALL BK FIELD VERIFIED BY THE CONTRACTOR PRIOIR TO CONSTRUCTION .: 7. RIE STIIUCTURE HAS BEEN DESIGNED IN ACCORDANCE WiTH AND MEETS THE RIQUEIEMRNTS OF SECTION 1"6. 2"1 EDITION OF THE VWRIDA BUILDING CODE. iT E DESIGNED TO WTTHSTAM6 IN MPI m O VIIS B WIND LOAD& MiNiMUM DESIGN PRISSIIRE FOR OPENINGS D +W, -I&I PSI. ALL CONNECii MS HAVE B[EN CHECKED TO WTTHSTAND ALL ARCHITI APPLICABLE LOAD& DESIGN Wr D LOAD a 128 OIPN W►111 SHAPE TACTOR! NET UPLB►T DESIGN PRESSURE SHALL BK 38 PSF. DESIGN ROOF LIVE LOAD B 2t PS► S. CONTRACTOR IS SOLELY RESPONSWL/ KM THE SAFETY Of 1HI BUILDING DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED nil SiTE AND HAVING FAMI.41RI2ZD HIMSELF yy CONSTRUCT WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHAUL BE W ao-NSWIP BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL p P.O. BOX d I8, IT ISTHE CONTRACTOR'S SOLE RESPONSMILiTY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE DILA W ! SAFETY OF THE BUILDING AND iTS COMPONENT PARTS DURWG ERECTION. THIS INCLUDES, BUT E NOT LIMITED TO, THE 407 994_ ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR T1I-DOWN11 MAY BE NICE SARY. SUCH MATERIAL SHALL BE 407 e9_ REMOVED AND SHALL RIMAIN THE PROPERTY OF THE CONTRACTOR ANTER COMPLETION OF THE PROJECT. C if. IF MATERIALS. QVAATTTI.OS, STRENGTHS OR SIZES INDICATED BY THE DRAWINC.3 OR SKCIFICATiONS ARE NOT IN • AGREEMENT WiiH THESE NOTES, THE BETTER QUALITY ANDIOR GREATER QUANTITY, STRENGTH OR SiU INDICATED, ; SPECIFIED OR NOTED SHALL BE PROVIDED, 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WTTH ALL TRASH AND DEBRIS REMOVED FROM Silt, 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 r 13, CONTRACTOR SHALL HAUL ALL RUBBER FROM SiTE ON A REGULAR BAST, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE - T7 14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. Is. 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, TFit CONTRACTOR SHALL HELD VERIFY ALL DIMENSIONS, GRADIS, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOiD CONSTRUCTION ERRORS IF ANY WORK D PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRiOR TO ADEQUATE E VERWICATiON OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE a RESPONSIBILITY OF THE CONTRACTOR 16. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUi'EMNT SHALL 8E DETERMINED BY THE J: OWNER " a- 17. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND o PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER C O FOR THE CONTRACTORS USE. p. u FOUNDATIONS 1. SUBSURFACE SOI, CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED E ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN O THE STATE OF FLORIDA. "c L ALL REQUIREMENTS FOR SiTE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOiLS REPORT SHALL BEti FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT iF FOUNDATION' G/] CONDITIONS ENCOUNTERED DiFFER FROM Sons EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 3. SOiL SHALL BK COMPACTED TO A MINIMUM OF 95K OF MAXIMUM MODIFIED PROCTOR DENSITY. c 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE, S. 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, B THE SOLE RESPONSIBILITY OF nit CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTI'RAL ELEMENT � •" BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CAST IN FLACK CONCRETE 1. ALL CONCRETE SHALL HAVE nil FOLLOWING MU41MUM COMPRESSIVE STRENGTH AT IS DAYS: D 0 SLAB ON GRADE AND FOOTINGS JtN PSI E V REMAINING CONCRETE 3000 PSI p 2. ALL CONCRETE SHALL HAVE A STUMP OF 4" PLUS OR Mi4US I-, AND HAVE 2 TO 4% AIR ENTRAINMENTS, AND A ;MAXIMUM � A WATER/10EMENT RATiO OF 03& C J. CONCRETE MIX DESIGN SHALL BK IN ACCORDANCE WiTH THE LATEST EDITION OF ACi 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTERS SECTION 53 OF THE LATEST EDITION OF AC1318 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BiLLET STEEL CONFORMING TO ASTM A-413 GRADE 60. 0 S. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WiTH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED }; o CONCRETE' ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE POR BUILDINGS," ACI SOIL S„ c WHERE BAR LENGTHS ARE GiVEN ON nit 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 PROViDK SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS w p STEEL S. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS. BEANS, AND WALLS UNLESS OTHERWISE INDICATED ON nit ARCHITECTURAL DRAWINGS. .0.. 9. THF, FOLLOWING ,MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: L' )" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 0 2" CONCRETE EXPOSED TO EARTH OR WEATHER 16 nIROI"GIT SIS BARS y 1 1!2" ALL OTHER CASES T Cri 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL Of IS BAR DIAMETERS TYP. EXCEPT WHF.RF. OTHERWISE, Y- NOTED ON THE DRAWINGS, o [I. WELDED WiRE FABRIC SHALL CONFORM TO ASTM A -ISS. WWF SHALL BE LAPPED AT LEAST S- AND CONTAIN AT LEAST ONE C CROSS WiRE WITHIN THE S". ALTERNATE FTBERMESH REINFORCING SHALL BK COMMERCIAL GRADE. 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC„ AS REQUIRED BY c OTHER TRADES BEFORE CONCRETE IS PLACED. R E 13. HORIZONTAL WALL, BEAM AND FOOTiNG BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS WiTH 2'-0" LAP SHALL BK PROVIDED. 14_ ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS. 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICALDRAWINGS FOR SITZ AND LOCATK)N OF EMBEDDED Y 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 MiDSrAN, UNLESS NOTED OTHERWISE 17. TLSTiNC LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO TilE .4RCHTiECT. 0 t 3 4 t C DRAWN CHECKE, s DATE a SCALE 16 '- PROJECT LAIR .SAN � SHEET Q E � n.l r� N C O H N ERIC D. KURITZKY AEUMITEUT - AR0007981 ARCHMCTM CONSTRUCTION AMUNIMATION CONSULTANT O P.O. BOX 581227 ORLANDO, FLORIDA 32858 407 898-8854 407 898-7992 FAX u AU co ud�mcc �Q mo a r co 'N ezv A to 0 V1m$9ai-,Hfii t!� N C O H N - REVISIONS O C cQ co e O F" O DRAWN MICHAEL CAUSEY O CHECKED HAROLD H. CONDO _}.d DATE OCTOEER 14 2M3 SCALE AS NOTED CD PROJECT NO. ''fpm ��q '� (� `i'i�a7lJ t f L L FLOOR rLo/`1A\ a L.f' R 1 HANGAR, SYMBOL LEMEM/ NOB S SHEET P-1 U r co f •1 ® O_ N b � ppyy� MSW ® MA �C) S A �•1 O k �-1 cd A, a.1 ® ® U) co 'o e 0 J REVISIONS DRAWN MICHAEL CAUSEY CHECKED HAROLD H. CONDO DATE OCTOEER 14 2M3 SCALE AS NOTED PROJECT NO. ''fpm ��q '� (� `i'i�a7lJ t f L L FLOOR rLo/`1A\ a L.f' R 1 HANGAR, SYMBOL LEMEM/ NOB S SHEET P-1 J THIS MATERIAL WAS E Cl'RACTED BY 3M FIRE PRO'T'ECTION PRODUC'T'S, FROM`I'HE 2002 EDITION OF'I'HE UL FIRE; RESISTANCE DIRECTORY SYSTEM N0. W -L-1001 (FORMERLY SYSTEM N0,14� F RATING -4, 2, 3, AND 4 HR (SEE ITEMS 2 AND 3) T RA.TINGS4,1, 2, 3, AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT --LESS THAN 1 CFM/sq ft L RATING AT 400° F --LESS THAN 1 CFM/sq ft 6 / LT3-34 1, Wall Assembly - The 1, 2,3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall 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 h 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 4 deep channels spaced max 24 in. OC. B. Gypsum Board's - 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 diam of opening is 13-1/2 in. 2. Pipe or Conduit - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in, diam (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. diam (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, mag F Rating of fitestop system (Item 3) is 2 h. Steel pipes or conduits Larger than nom 4 in, diam may only be used in walls constructed using steel channel studs.A ma a of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed neu center of stud cavity width and to be rigidly supported on both sides of wall assembly, 3, FiU Void 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 Hr 1 0to3/16 1or2 0+,1or2 1 1/4to1/2 3or4 3or4 4 0 to 1-1/2 1 or 2 0 6 1/4 to 1/2 3or4 0 12 3/16 to 3/8 1 or 2 0 + When copper pipe is used, T Rating is 0 h. MINNESOTA MINING & MFG CO - CP 25WB+. * Bearing the UL Classification Marking n.vn t rnrnonrvrormvoc r s arm A'MDTV c auruu ArN1QTAMf'R nrRRC-rnRv" FOR DRTMI C. All statements, teo,udcal infom;ation and recmumendations wntaured herein are based Ott tests we believe to be reliable, however, suite the conditions ofuse mid application we beyond our control, 3M shall not be liable for wry damage, director eonsequattial, resulting from the use of this material or design . 31vl's only warrwily shallbe to replace wry of our products PAGE UL SYSTEM NO. 1. 1 OF 1 r; 1 WL -1 rL _ 11 00 1 proved to be defective. 1 3M Fire Protection Products NOT POR USE AS A CONSTRUCTION DOCUMENT. DRANVING NOT To SCAIR NOTE: THE CONTRACTOR 15 INSTRUCTED THAT ALL OF THE ELECTRICAL DEVICES WITHIN THE AIRCRAFT HANGARS OF THIS BUILDING WILL BE MOUNTED AT A MINIMUM OF FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE ON THIS DRAWING. THIS INCLUDES THE RECEPTACLES, PUSHBUTTONS, DISCONNECT SWITCHES AND LIGHT SWITCHES. THE ELECTRICAL CONTRACTOR SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE POSSIBLE AND HOLD AS TIGHT TO THE 1507TON 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 FIR_ 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 FLOUR PLAN NOTES OI PROVIDE A SURFACE MOUNTED WALL OUTLET BOX WITH ROTARY TIME SWITCH AS NOTED. PROVIDE A 120 VOLT, 20 AMP, COMMERCIAL TIMER WITH AUTOMATIC SHUT- OFF, EQUAL TO ENDERMATIC'FD60MWC. MOUNT THE OUTLET BOX AT FORTY-EIGHT INCHES (48') ABOVE FINISHED FLOOR TO THE BOTTOM, TYPICAL FOR TEN (10) OUTLET BOXES AND TIMER SWITCHES, THIS BUILDING. LOCATE THIS SWITCH IN THE SAME WALL OUTLET BOX AS THE DUPLEX RECEPTACLE AND PROVIDE A COMMON COVER PLATE FOR BOTH DEVICES. PROPOSED LOCATION OF THE TWO. (2) HORSEPOWER, 220 VOLT MOTOR AND CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOOR TYPICAL OF TEN (10) UNITS THIS BUILDING. O PROVIDE, INSTALL AND CONNECT A 240 VOLT, NF., NEMA 1, 5/N, 30 AMP DISCONNECT SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR SURFACE MOUNT THE D15CONNECT SWITCH AT 51X FEET (6'-0') ABOVE FINISHED FLOOR TO BOTTOM OF THE ENCLOSURE. TYPICAL OF TEN (10) DISCONNECTS THIS BUILDING. ROUTE A THREE-QUARTER INCH CONDUIT WITH THREE (3) 10 THWN, CU. TO THE PANEL AS NOTED. O PROPOSED LOCATION OF THE NEW PANEL FOR THIS BUILDING. THIS PANEL SHALL BE SURFACE MOUNTED ON THE EXTERIOR OF THE BUILDING AND SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR LOAD AND EQUIPMENT INFORMATION. 05 LOCATE TH15 WALL MOUNTED LIGHT FIXTURE ABOVE THE PANEL FOR SERVICE WHEN REQUIRED. MINIMUM MOUNTING HEIGHT SHALL BE TEN FEET (10'-0') ABOVE THE FINISHED GRADE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A PHOTOCELL FOR CONTROL OF THIS FIXTURE. MOUNT THE PHOTOCELL IN A FLUSH MOUNTED WALL OUTLET BOX JUST ABOVE THIS FIXTURE. O ROUTE THREE (3) t'12 THWN, CU., IN A ONE-HALF INCH (1/2') CONDUIT TO PANEL AS NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. OPROPOSED LOCATION OF THE EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE. MOUNT THIS FIXTURE AS HIGH AS P0551BLE ON THE WALL. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. SO PROVIDE A SURFACE MOUNTED PUSHBUTTON FOR CONTROL OF THE AUTOMOBILE OVERHEAD GARAGE DOOR OPENER MOUNT TH15 DEVICE AT FORTY-EIGHT INCHES (48') ABOVE FINISHED FLOOR To THE BOTTOM OF THE DEVICE. PROVIDE INTERCONNECT CIRCUITRY AS REQUIRED. TYPICAL OF TWO (2) THIS BUILDING. 9OPROVIDE A SURFACE MOUNTED JUNCTION BOX AND FLEXIBLE CONNECTION TO OVERHEAD AUTOMOBILE DOOR OPENER. ROUTE THREE (3) 12 THWN, CU. IN A ONE- HALF INCH (1/2') CONDUIT TO THE PANEL A$ NOTED AND PROVIDE FLEXIBLE CONNECTION TO THE OPENER AS REQUIRED. TYPICAL OF TWO (2) TH15 BUILDING. s I 6 LT3-34 ! LT3-34 I l LT3-34 I s 1 s LT3-2 LT3-34 1' LT3-34 1 �� LT3-34 LTi -4:6 (60 �+- I I r I " ' i '' 1 11 0 , 9, rj� 1111111111 PTO] 1 G WMAI M -0:L0, i 11q1111 — a °T HANGAR SCALE= : 1/8' - 1'-0' PANEL 'LTX u LT3-33 l \ LT3-34 R�tiitl�wiLl7 U 1 DRAWN 1 CHECKED HAROLD H. CONDO KURITZKY DATE OCTOBER 14, 2003 AR0007981 PROJECT NO. ARCHMCTURE CONSTRUCTION ADILIOCARATION CONSULTANT P.O. BOX 581227 ORLANDO, FLARIDA 32858 L �t�,�lefl�b{7�—e�'A 407 898-8854 407 898-7992 FAX SHEET t) U s d �a'a°0D 0 x u tzp� v 0 0 ad 0ch Pk E-4 1� O DRAWN AMY HOLLOWAY CHECKED HAROLD H. CONDO DATE OCTOBER 14, 2003 SCALE AS NOTED PROJECT NO. WPC -0301 /�MAL FLCK)flRf�VN'1�1N�. — L �t�,�lefl�b{7�—e�'A 1 IHAi \W'M , AM NO'MS SHEET C 19 1 ti AMY HOLL0MV CL CHECKED m E HAROLD H. CONEX cn r� ® SCALE L AS NOTE AB0007981 PROJECT NO. 1MPC—= bJ ARCffiTECI M ® • P'I CONS RUCTION ADUMISTBATION i./ AGRAK NOMS a CONSULTANT ~ A7 R/ IS P.O. BOX 581227 ORLANDO, FLORIDA 32858 C 0 n. 407 898-8854 J �{ yVV 407 898-7992 FAX Y'1 tlU a 4J M �3sm Q m co V F O O d. 1 10 co 0 Z 17, 1 m*aP4H a V > C DRAWN AMY HOLL0MV CL CHECKED m E HAROLD H. CONEX cn r� ® SCALE L AS NOTE PROJECT NO. 1MPC—= bJ 0 s� ® • P'I V a i./ AGRAK NOMS a h�•1 ~ 12 DRAWN AMY HOLL0MV CL CHECKED m E HAROLD H. CONEX 0 r� ® SCALE L AS NOTE PROJECT NO. 1MPC—= bJ C U ® • P'I V a i./ AGRAK NOMS PAWL SC HEMLE ~ A7 R/ IS fA U C 0 n. �4-4 J �{ yVV Y'1 a V > 0®0 DRAWN AMY HOLL0MV c CHECKED m E HAROLD H. CONEX 0 DATE OCTOBER 14, 200 ® SCALE O AS NOTE PROJECT NO. 1MPC—= bJ C U ® • P'I V a i./ AGRAK NOMS PAWL SC HEMLE ~ A7 R/ IS SC EMLE U � 0 n. �4-4 J �{ yVV Y'1 U CD w DRAWN AMY HOLL0MV c CHECKED m E HAROLD H. CONEX 0 DATE OCTOBER 14, 200 ® SCALE t AS NOTE PROJECT NO. 1MPC—= V W PO%VM FISM V a i./ AGRAK NOMS PAWL SC HEMLE ~ A7 R/ SC EMLE c ELECTRICAL SYMBOL LEGEND (NOTE: NOT ALL SYMBOLS MAY BE USED FOR THIS PROJECT.) SYMBOLS USED FOR LIGHTING AND RELATED SYSTEMS SYMBOLS USED FOR POWER AND RELATED SYSTEMS SYMBOLS USED FOR PAGING SYSTEMS 5YMBOL6 USED FOR TELECOMMUNICATION SYSTEM 0 SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL HpS2 QTO WALL OUTLET BOX AND INCANDESCENT, COMPACT FLUORESCENT OR H.I D. LIGHT FIXTURE A5 NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. WALL OUTLET BOX AND 20 AMP, 125 VOLT, SINGLE RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. , - -CONNECTION INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE CONGEALED BELOW THE FINISHED FLOOR OR BELOW THE FINISHED GRADE. SP INDICATES A FLUSH CEILING OUTLET AND PAGING SYSTEM SPEAKER FOR TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX, CEILING GRID SUPPORT BAR, BAFFLE, SPEAKER, CONDUIT AND CIRCUITRY AS NOTED. MOUNT THE SPEAKER IN THE CENTER IF THE CEILING TILE WHERE APPLICABLE. REFER TO SECTION 161210E THE SPECIFICATIONS FOR EQUIPMENT AND GABLE REQUIREMENTS AND ADDITIONAL INFORMATION. OBT � INDICATES THE LOCATION OF THE OUTSIDE BUILDING TERMINAL IOBT) FOR CONNECTION OF THE INCOMING TELECOMMUNICATIONS SERVICE FROM THE LOCM- TELEPHONE COMPANY, VERIFY THE EXACT LOAGTION AND CONNECTION REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY. / — INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE CONCEALED IN THE WALL OR ABOVE THE CEILING. WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (120 ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLE56 NOTED OTHERWISE. INDICATES THE EXISTING LOCATION FOR THE TELEPHONE TERMINAL BOARD (TTB) A5 NOTED. O CEILING OUTLET BOX AND INCANDESCENT, COMPACT FLUORESCENT OR H.I.D. LIGHT FIXTURE AS NOTED. THE LETTER(5) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. ____ - ---� INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE ROUTED EXPOSED ON THE WALL OR THE CEILING. y INDICATES A FLUS( I WALL OUTLET AND PAGING SYSTEM SPEAKER FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX, WEATHER- PROOF SPEAKER, CONDUIT AND CIRCUITRY AS NOTED. MOUNT THIS DEVICE AT, APPROXIMATELY, SEVEN FEET (T-0') ABOVE THE FINISHED FLOOR REFER TO SECTION 161210E THE SPECIFICATIONS FOR EQUIPMENT AND GABLE REQUIREMENTS AND ADDITIONAL. INFORMATION. m F1' WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT ONE INCH (19 ABOVE THE COUNTER BACK -SPLASH TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. VERIFY THE COUNTER BACK -SPLASH HEIGHT WITH THE ARCHITECT PRIOR TO ROUGH -IN OF THE BACK BOX AND CONDUIT. �T� INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE TELEPHONE OR TELECOMMUNICATIONS CIRCUITS AS NOTED. INDICATES A HOME RUN TO THE PANEL AS NOTED, THE CROSS HATCH LINES INDICATE NEUTRAL CONDUCTOR (LONG LINE) AND PHASE OR SWITCH LEG CONDUCTORS (SHORT, LINES) WITH THE GROUNDING CONDUCTOR NOT SHOWN GROUND SHALL BE AS NOTED OR AS REQUIRED BY N.E.C, ARTICLE 250. CEILING OUTLET BOX AND 2'x 4' FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTERS) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FDR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. /� / INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE DATA, TO INCLUDE TELEPHONE, FASCIMfLE, COMPUTER AND 'POS' CIRCUITS AS NOTED. WALL OUTLET BOX AND TWO (2) 20 AMP, 125 VOLT, DUPLEX RECEPTACLES FLUSH MOUNTED AT EIGHTEEN INCHES (189 ABOVE THE FINISHED FLOOR TO THE CENTER THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. THE COVER PLATE SHALL BE ONE (U PIECE AND COVER BOTH DEVICES: TPS -TC ® INDICATES A TERMINAL CABINET FOR THE TELEPHONE PAGING SYSTEM (TPS -TC) AS NOTED. PROVIDE A RECESSED OR SURFACE MOUNTED ENCLMRE AND ACCESSORIES AS NOTED OR REQUIRED. PAINT COVER AS NOTED AND VERIFY THE MOUNTING HEIGHT PRIOR TO INSTALATION. v coo o INDICATES A CEILING OUTLET AND PADDLE FAN. THE FAN SHALL BE HUNTER °25516, 'SUMMER BREEZE' TYPE, FOUR FEET, SIX INCH (4'-6') DIAMETER, WITH VARIABLE SPEED CAPACITY, FORWARD AND REVERSE OPERATION. THE FAN SHALL BE PROVIDED BY THE MECHANICAL GONTRATOR AND IN5TLALED BY THE ELECTRICAL CONTRACTOR THE FAN SHALL BE ALL WHITE IN COLOR AND SHALL BE PROVIDED WITH AN EIGHTEEN INCH 118') STEM WHERE APPLICABLE -� p INDICATES A ONE INCH (I') CONDUIT 5TU55ED UP AND INTO THE CEILING CAVITY FOR INSTALLATION OF THE THREE (3) CATEGORY 6 CABLES. THE CABLES SHALL BE ROUTED IN CONDUIT UP INTO THE CEILING AND THEN IN FREE-AIR ABOVE THE CEILING BACK TO THE RESPECTIVE PATCH PANEL AS REQUIRED. THE CONDUIT SHALL BE ROUTED TO A HEIGHT OF TWO FEET (2'-0') ABOVE THE CEILING. THE CATEGORY 6 GABLES SHALL R tI BY'J'P O TOGETHER NEATLY ABOVE THE CEILING AND SHALL BE SUPPORTED BY 'J' HOOKS OR ANOTHER APPROVED SUPPORTING METHOD. THE 'J' HOOKS SHALL BE ANCHORED TO THE STRUCTURAL STEEL. ROOF -DECK PROVIDE A 'J' HOOK SUPPORT FOR. EVERY FIVE LINEAR FEET (5'-09 OF CABLE AND TIE -WRAPS EVERY THREE LINEAR FEET (3'-0 OF CABLE. BUNDLE THE CABLES TOGETHER FROM DIFFERENT DEVICES BACK TO THE PATCH PANELS. PLENUM RATED CABLE SHALL BE USED WHERE THE CEILING CAVITY IS BEING USED AS THE RETURN AIR PLENUM OF THE AIR CONDITIONING SYSTEM. NON -PLENUM GABLE MAY BE USED WHERE THE AIR CONDITIONING SYSTEM iS COMPLETELY DUCTED FOR BOTH SUPPLY AND RETURN. REFER To SECTION 16105 OF THE SPECIFICATIONS FOR ALL CABLE TYPES, THE CABLE TERMINATIONS AND THE APPROVED SUPPORTING METHODS. D.3 © CEILING OUTLET BOX AND Tx T FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. GFI� WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED At EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINT OF THE DEVICE UNLESS NOTED OTHERWISE. THIS DEVICE SHALL BE PROVIDED WITH INTEGRAL GROUND -FAULT CIRCUIT INTERRUPTERS IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 210 AND 641 OF THE N.E.C., LATEST EDITION. P INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE TELEPHONE PAGING SYSTEM CIRCUITS AS NOTED. ROUTE CONDUIT CONCEALED ABOVE CEILINGS AND IN WALLS WHERE POSSIBLE, CABLES MAY BE ROUTED IN FREE-AIR ABOVE THE CEILING IN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF SECTION 16121 OF THE SPECIFICATIONS. B3 CEILING OUTLET BOX AND I' x 4' FLUORTSGTNT LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER t0 THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDiNG LIGHT FIXTURE TYPE, MOUNTING (PENDANT, RECESSED OR SURFACE) [REQUIREMENTS AND ACCESSORIES. O FLUSH OR SURFACE OUTLET BOX AND THERMOSTAT CONTROL UNIT A$ NOTED. PROVIDE CONDUIT TO AIR HANDLER, CONDENSING UNIT AND REMOTE SENSOR AS REQUIRED BY THE MECHANCIAL CONTRACTOR IG WALL OUTLET BOX AND 20 AMP,125 VOLT, ISOLATED GROUND; DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (18') ABOVE THE FIN5HED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. INDICATES A FLUSH WALL OUTLET AND VOLUME CONTROL STATION FOR THE BACK GROUND MUSIC SYSTEM OR PAGING SYSTEM SPEAKERS AS NOTED. PROVIDE, BACK BOX, VOLUME CONTROL, COVER PLATE, ENGRAVING, CONDUIT AND CIRCUITRY AS REQUIRED. MOUNT THE DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. REFER TO SECTION 16121 OF THE SPECIFICATIONS FOR THE EQUIPMENT REQUIREMENTS AND ADDITIONAL INFORMATION. Flu WALL OUTLET BOX AND FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. ® FLUSH OR SURFACE OUTLET BOX AND REMOTE TEMPERATURE SENSOR UNIT AS NOTED. PROVIDE CONDUIT TO AIR HANDLER, CONDENSING UNIT AND THERMOSTAT AS REQUIRED BY THE MECHANCIAL CONTRACTOR WP p AN 20 q{.l 125 VOLT DUPLEX RECEPTACLE WITH LOCKABLE WALL OUTLET BOX D P, WEATHER-PROOF COVER PLATE AND GFI CIRCUIT PROTECTION FLUSH MOUNTED At EIGHTEEN INCHES 118') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. ® 40 , INDICATES POLE AND UTILITY COMPANY (POWER COMPANY) TRANSFORMERS. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE LOCAL UTILITY ATHORITY. BI ~O CEILING OUTLET BOX AND FLUORESCENT STRIP LIGHT FIXTURE AS NOTED. THE LETTERS) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (COVE, PENDANT OR SURFACE) REQUIREMENTS AND ACCESSORIES. CAST N -FLOOR OUTLET BOX WITH 20 AMP, 125 VOLT, DUPLEX RECEPTACLE, CAST BRONZE COVER PLATE AND ACCESSORIES AS NOTED. MOUNT THE FLOOR BOX WITH THE TOP FLUSH t0 THE FINISHED FLOOR VERIFY THE EXACT LOCATION WITH THE ARCHITECT PRIOR TO POURING THE SLAB. R D INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED IN THE CASEWORK AS NOTED. THE MOUNTING HEIGHT AND THE LOCATION OF THIS DEVICE .WILL BE IDENTIFIED ON THE DRAWINGS. THREE (3) OF THE PORTS WILL BE USED AND THE FORTH PORT IS SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 GABLE FROM THIS DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPEGIFIGATIONS FOR ALL OF THE GABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. ® INDICATES A PAD -MOUNTED WALL -MOUNTED OR TRAPEZE -MOUNTED DRY -TYPE � k TAPS AND MOUNTING TRANSFORMER AS NOTED. CONFIRM VOLTAGE, PHASE, VA, PRiOR TO INSTALLATION. PROVIDE PAD, WALL BRACKET OR TRAPEZE. X9 XS WALL OR CEILING OUTLET BOX AND BATTERY OPERATED EXIT LIGHT FIXTURE AS NOTED. THE LETTERS) INDICATES THE FIXTURE TYPE. REFER TO THE'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE MO�iTING REQUIREMENTS AND ACCESSORIES. ARROWS INDICATE CHEVRON DIRECTION. 5YM5OL5 USED FOR CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEMS �` CEILING/FLUSH MOUNT OUTLET BOX WITH 20 AMP, 125 VOLT, DUPLEX RECEPTACLE, COVER PLATE,�BACK BOX 'T -BAR' OR PLASTER CEILING HANGERS AND AND ACCESSORIES AS NOTED. INDICATES AN AUTOMATIC TRANSFER $WITCH AS NOTED. VOLTAGE, AMPACITY, PHASING, ENCLOSURE, MOUNTING, AND ACCESSORIES AS REQUIRED. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. SYMBOL DESCRIPTION OF SYMBOL EMI WALL OUTLET BOX AND BATTERY OPERATED EMERGENCY LIGHT FIXTURE AS NOTED. THE LETTER(5) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FiXTURE TYPE, MOLNTING REQUIREMENTS AND ACCESSORIES. CAST OUTLET BOX (TYPE 'F5' OR TV. AS REQUIRED) AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE WITH COVER PLATE, ACCESSORIES AND MOUNTING AS NOTED ON THE FLOOR PLAN. THE OUTLET BOX SHALL BE SURFACE MOUNT ON WALL, OR PENDANT MOUNT ON CABLE AS NOTED. G RECESSED CEILING OUTLET BOX AND CONNECTION t0 THE CLOSED-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'PAN -TILT -ZOOM' CAMERA AS NOTED. REFER TO THE 'CCTV SSYTEM (CIS) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. ® INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED FLUSH IN THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE SHALL BE TWENTY-ONE INCHES (219 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. THREE (3) PORTS WILL BE USED AND FORTH PORT IS SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE GABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. PROVIDE A CAST OUTLET BOX FOR SURFACE MOUNTING THIS DEVICE. WHERE THIS DEVICE IS LOCATED OUTSIDE, PROVIDE A LOCKING WEATHER-PROOF COVER PLATE, I G I O INDICATES A STAND-BY GENERATOR AS NOTED. kVA (KW), VOLTAGE, AMPACITY, PHASING, ENCLOSURE, MOUNTING, AND ACCESSORIES AS REQUIRED. REFER To THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5LA DIRECT BURIAL POLE OR METAL POLE AND CONCRETE BASE WITH H.I.D. SHOE HT FIXTU D. THE LETTER(6) INDICATES THE FIXTURE BOX TYPE LIG RE AS NOTED. TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOIAJtING REQUIREMENTS, POLE TYPE AND ACCESSORIES. CAST OUTLET BOX (TYPE TV OR 'FD' AS REQUIRED) AND TWIST -LOCK TYPETHE RECEPTACLES) AS NOTED. THE RECEPTACLE SHALL HAVE VOLTS, AMPS AND PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. WALL MOUNTING SHALL BE EIGHTEEN INCHES ll8') ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE NC ES NOTED. PENDANT N16HED F SHALL BE COMPLETE WITH CABLE AND STRAIN RELIEF, AT HEIGHT AS NOTED. RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED -CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'PAN TILT -ZOOM' CAMERA AS NOTED, REFER TO THE 'CCN SSYTEM (CIS) -CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. SLB CONCRETE BASE AND POLE OR DIRECT BURIAL POLE WITH H.I.D. SHOE BOX LIGHT FIXTURE AND.FL000 LIGHT TYPE FIXTURE AS NOTED. THE LETTER(5) INDICATES THE FIXTURE TYPE. REFER F THE 'LIGHTING FIXTURE SCHEDIULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, POLE TYPE AND ACCESSORIES. �—, RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT TELEVISION SYSTEM WALL BRACKET AND 'FIXED LENS' CAMERA AS NOTED. REFER TO THE'CCTV SSYTEM (RETAIL) -CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. ® INDICATES A FOUR (4) PORT, CATEGORY b, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED SURFACE ON THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE . SHALL BE TWENTY-ONE INCHES (21') ABOVE THE FINISHED FLOOR To THE BOTTOM DE THE DEVICE UNLESS NOTED OTHERWISE. THREE {3) PORTS WILL BE USED AND THE FORTH PORT IS SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE CABLE TERMIN4TfGN6AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. PROVIDE A CAST OUTLET BOX FOR SURFACE MOUNTING THIS DEVICE, WHERE THIS DEVICE IS LOCATED OUTSIDE, PROVIDE A LOCKING WEATHER-PROOF COVER PLATE. �0 FLUSH WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED RECEPTACLE AS NOTED. THE RECEPTACLE SHALL HAVE VOLTS AMPS AND PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. MOUNT AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR: TO THE CENTER -LINE OF THE DEVICE OR A$ NOTED. N- �1 `"'—�� // RECESSED WALL OUTLET BOX AND CONNECTION t0 THE CLOSED-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'FIXED LENS' CAMERA A5 NOTED. REFER To THE 'CCTV SSYTEM (RETAIL) -CAMERA IDENTIFICATION AND E�lUIIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. SLC O GONGRETE BAST AND RID. BOLLARD TYPE LIGHT FIXTURE AS NOTED. THE LETTER(6) INDICATES THE FIXTURE TYPE. REFER TO THE "LIGHTING FIXTURE SCHEDULE' FOR iNT CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. �fl SURFACE WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED RECEPTACLE A5 NOTED. THE RECEPTACLE SHALL HAVE VOLTS, P5 AND PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. MOUNT AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE OR AS NOTED. O RECESSED CEILING OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'FIXED LENS' CAMERA AS NOTE[). REFER t0 THE 'CCTV SSYTEM lRE7AIL1-CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. SLIDCONCRETE BASE AND H.I.D. FLOOD TYPE LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER To THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, STEM, CAST BOX AND ACCESSORIES. ® INDICATES A FOUR (4) PORI, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/D) TO BE MOUNTED IN FLUSH 1N THE FLOOR MOUNT THIS DEVICE IN A CAST BOX WiTH FLUSH FLOOR COVER PLATE AS REQUIRED. THREE (3) PORTS WILL BE USED THE FORTH PORT IS SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVICE IN THE UNDERGROUND CONDUIT; UP IN THE WALL AND - THEN IN FRET -ATR BACK TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL of THE GABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. REFER TO SECTION 16130 OF THE SPECIFICATIONS FOR THE FLOOR BOX TYPES AND ACCESSORIES. EJ SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX AS NOTED. MOUNTING HEIGHT SHALL BE A$ NOTED. PROVIDE COVER PLATE A$ REQUIRED.AND / INDICATE$ THE CONDUIT AND GABLES REQUIRED FOR THE CCTV SYSTEM OR THE SECURITY SYSTEM CIRCUITS AS NOTED. $ WALL OUTLET BOX AND SINGLE -POLE, SINGLE -THROW ($.P.S.T), 20 AMP, 1120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. 0 --\-"CONNECTION SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX WITH.FLEXIBLE TO EQUIPMENT AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. IDS ® INDICATES THE CONTROL PANEL LOCATION FOR THE INTRUSION DETECTION SYSTEM (IDS) AS NOTED. PANEL IS SURFACE MOUNTED AT HEIGHT AS NOTED. $2 WALL OUTLET BOX AND DOUBLE -POLE, DOUBLE -THROW (D.P.D.T), 20 AMP,120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH A$ NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. o REGESSEq WALL OR CEILING MOUNT OUTLET OR JUNCTION 13OX AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED IDS SYSTEM KEYPAD AS NOTED. MOUNT THIS FLUSH WALL OUTLET BOX AND DEVICE AT FORTY-EIGHT INCHES (48') ABOYE THE FINISHED FLOOR t0 THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. INDICATES A FLUSH WALL OUTLET AND SINGLE (1) PORT TELECOMMUNICATIONS OUTLET FOR CONNECTION To THE TELEPHONE SYSTEM. PROVIDE BACK BOX, AND 3/4' CONDUIT BACK t0 TTB (EMPTY WITH PULL STRING). MOUNT THIS DEVICE AT, .APPROXIMATELY, EIGHTEEN INCHES 118') ABOUT THE FINISHED FLOOR UNLESS OTHERWISE INDICATED. REFER TO SECTION 16105 OF THE 5PECIFIGAITON6 FOR ADDITIONAL INFORMATION. RECESSED WALL OR CEILING MOUNT OUTLET OR JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED, MOUNTING HEIGHT SHALL BE A$ NOTED. PROTIDE COYER PLATE A5 REQUIRED. SYMBOLS USED FOR FIRE ALARM 6Y5TEM5 (FA5) � FLUSH WALL OUTLET BOX AND 'IDS" SYSTEM MAGNETIC DOOR CONTACT AS NOTED. MOUNT THIS DEVICE ABOVE THE DOOR AND CONGEAL CIRCUITRY. $3 AMP1 WALL OUTLET BOX AND THREE-WAY (3 -WAY), 20 , 20/217 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS AMPA7 FORTY-EIGHT INGNES (489 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLASH UNLESS NOTED. SYMBOL DESCRIPTION OF SYMBOL -,C> INDICATES A MOTOR($) FOR EQUIPMENT AS NOTED. FAGP © INDICATES THE CONTROL PANEL LOCATION EOR THE FIRE ALARM SYSTEM (FA CP) AS NOTED. PANEL 15 SURFACE MOUNTED AT HEIGHT AS NOTED. HE FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM MOTION SENSOR A5 NOTED. MOUNT THT$ DEVICE AT SEVEN FEET (1'-09 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. INDICATES A FLUSH FLOOR OUTLET AND SINGLE (U PORT, TELECOMMUNICATIONS OUTLET FOR CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE FLOOR BOX, PHONE JACK, CONDUIT AND CIRCUITRY AS NOTED. MOUNT THIS DEVICE IN A FLUSH FLOOR OUTLET BOX AND PROVIDE COVER PLATE AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ABOUT THE TELEPHONE EQUIPMENT. REFER t0 SECTION 1613f0 OF THE SPECIFICATIONS FDR ADDITIONAL INFORMATION ABOUT THE FLOOR BOX _c 3 INDICATES A DISCONNECT SWITCH. PROVIDE VOLTAGE, PHASE, AMPS, NEMA RATING AND FUSING AS NOTED. MOUNTING SHALL BE AS NOTED. $4 WALL OUTLET BOX AND FOUR-WAY (4 -WAY), 20 AMP, 120/211 VOLT,TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY -TIGHT INCHES l48') ABOVE THE FINISHED FLOOR TO, THE CENTER LINE THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. FAAN ® INDICATES THE LOCATION FOR THE FIRE ALARM SYSTEM SYSTEM REMOTE ANNUNCIATOR PANEL (FAAN) AS NOTED. FLUSH MOUNTED AT HEIGHT AS NOTED. RECESSED CEILING OUTLET BOX AND 'IDS' SYSTEM MOTION SENSOR A5 NOTED. VERIFY THE EXACT LOCATION PRIOR TO IN$tALLATION � INDICATES A COMBINATION STARTER PROTIDE VOLTAGE, PHASE; AMPS, NEMA RATING, CONTACTOR SiZE, THERMAL ELEMENTS, CONTROLS AND FU51NG AS NOTED. MOUNTING SHALL BE AS NOTED. ❑F FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM MANUAL PULL STATION AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR To THE CENTERLINE OF THE DEVICE LNLE55 NOTED OTHERWISE, I -p FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM ACOUSTICAL SENSOR AS NOTED. MOUNT THIS DEVICE AT SEVEN FEET (1'-09 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE LNLE55 NOTED OTHERWISE. $K WALL OUTLET BOX AND KEY -OPERATED SWITCH A5 NOTED. PROVIDE NUMBER OF POLES AND ACCESSORIES AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. ® INDICATES A MAGNETIC HELD OR ELECTRICALLY HELD CONTACTOR PROVIDE THE REQUIRED COIL VOLTAGE, NUMBER OF CONTACTS, ENCLOSURE TYPE, THE CONTACT RATINGS AND AUXILIARY CONTACTS AS REQUIRED. U QQ q FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM HORN UNIT AS NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (809 ABOVE THE FINISHED FLOOR r0 THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. � RECESSED CEILING OUTLET BOX AND '03' SYSTEM ACOUSTICAL SENSOR AS NOTED. VERIFY THE EXACT LOCATION PRIOR TO INSTALLATION. $M WALL OUTLET BOX AND MANUAL MOTOR STARTER A$ NOTED. PROVIDE NUMBER OF POLES, ENCLOSURE TYPE AND ACCESSORIES AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. © INDICATES A CONNECTION POINT TO THE EQUIPMENT NOTED. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE EQUIPMENT SUPPLIER PRIOR TO COMPLETION, H � FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM HORW5TROBE LIGHT AS NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. —pu INDICATES A GROUND ROD, GROUNDING CONNECTION POINT OR AN ISOLATED GROUNDING CONNECTION A$ NOTED. VERIFY CONDUCTOR SiZE, GROUND ROD TYPE AND SIZE AND CONNECTION TYPE PRIOR TO INSTALLATION. SYMBOLS USED FOR SATELLITE OR CABLE TELEVISION 5Y5TEM5 $P WALL OUTLET BOX AND 5.P.S.T., 20 AMP, 120/211 VOLT, TOGGLE OR ROCKS FORTY-EIGHT TYPE SWITCH WITH PILOT LIGHT A5 NOTED. MOUNT THIS DEVICE At FORT R INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE,OF THE DEVICE. UNLESS NOTED OTHERWISE. MOUNT FLUSH .UNLESS NOTED. FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM FLASHING STROBE LIGHT AS NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. 5YMBOL5 USED FOR ACCESS CONTROL SYSTEMS (ACS) SYMBOL DESCRIPTION OF 5YMB0L �`- INDICATES AN ELECTRICAL HEATING UNIT AS NOTED. VERIFY THE EXACT HEATER SIZE ft) AMPACITY, VOLTAGE, PHASE AND CONNECTION REQUIREMENTS PRIOR - TO FINAL CONNECTION SYMBOL DESCRIPTION OF SYMBOL �j FLUSH WALL OUTLET BOX AND TELEVISION JACK WITH COYER PLATE. MOUNT THIS DEVICE AT TWENTY-FOUR INCHES l24') ABOVE THE FINISHED FLOOR UNLESS NOTED OTHERWISE. $R WALL OUTLET BOX AND LINEAR OR ROTARY FAN SPEED CONTROLLER A5 NOTED. MOUNT tNlS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT OT GAIL WHERE REQUIRED UNDER A COMMON COYER PLATE. FLUSH UNLESSNOTED. RE , RE © TLET BOX AND FIRE ALARM SYSTEM FLASHING STROBE LIGHT AS NOTED. PR WALL OUTLET BOX AND PROXIMITY CARD READER FOR THE ACCESS CONTROL SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') LNLE65 NOTED OTHERWISE. INDICATES A MAIN DISTRIBUTION PANEL (MDP), A 211/480 VOLT BRANCH CIRCUIT A AS DEFINED. FED. TO PANEL OR A 12(0/208 VOLT DISTRIBUTION PANELBO RD D NE RE PANEL SCHEDULE FOR ALL EQUIPMENT,REQUIREMENTS. THE CORRESPONDING"P THE DOOR SWING 16 SHOWN. 1=LUSH CEILING OUTLET BOX AND FIRE ALARM SYSTEM RATE -OF -RISE HEAT DETECTOR AS NOTED. MOUNT THIS DEVICE A$ DIRECTED ON THE CEILING AND PROVIDE CONNECTION t0 THE FIRE ALARM SYSTEM (FAS) CONTROL PANEL. �i INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE ;5ATELLIiE OR CABLE TELEVISION SYSTEM AS NOTED. ML WALL OUTLET BOX AND MAGNETIC LOCK (MAGLOCK) FOR THE ACCESS CONTROL SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE AT THE TOP OF THE DOOR JAMB UNLESS NOTED OTHERWISE. WALL OUTLET BOX AND LINEAR OR ROTARY DIMMER CONTROL UNIT AS, NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED'FLOOR TO THE CENTER LINE OF THE,DEVICE.UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. GANG WHERE REQUIRED UNDER ACOMMON COVER PLATE. INDICATES ALLOW -VOLTAGE BRANCH CIRCUIT PANEL A$ DEFINED. REFER To THE CORRESPONDING PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENTS. MOUNT THE PANEL AT SIX FEET (6'-09 ABOVE THE FINISHED FLOOR TO THE TOP, THE DOOR SWING 15 SHOWN. RECESSED CEILING OR WALL OUTLET BOX AND FIRE ALARM SYSTEM PHOTO- ELECTRIC TYPE SMOKE DETECTOR FOR CEILING MOUNTING THE DETECTOR SHALL BE FLUSH TO BE BOTTOM OF THE CEILING. FOR WALL MOUNTING THE DETECTOR SHALL BE At EIGHTY INCHES (801) ABOVE THE FINISHED FLOOR OR AT A HEIGHT AS NOTED. rDA1 WALL OUTLET BOX AND DOOR ALARM CONTACTS FOR THE ACGE55 CONTROL SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE WITHIN THE TOP OF THE DOOR JAMB UNLESS NOTED OTHERWISE. $a THE LOWERCASE LETTER (a) IS USED TO IDENTIFY WHICH LAMP(S), LIGHTING FiXTURE(5), RECEPTACLE($), FAN($) OR OTHER ELECTRICAL EQUIPMENT 15 TO BE CONTROLLED BY THE SWITCH, DIMMER OR CONTACTOR NOTED. Q INDICATE$ AN CUTLET BOX AS NOTED AND A SHUNT -TRIP BUTTON OR LIGHTED PUSH-BUTTON AS DIRECTED. PROVIDE BACK BOX, CONTACT FORM, AMPACITY, SSS AS NOT COYER PLATE AND ACCEORIEED. �- SURFACE OUTLET BOX AND FIRE ALARM SYSTEM DUCT TYPE SMOKE DETECTOR,,ss�� WITH SAMPLING TUBES AND AUXILIARY CONTACTS A$ REQUIRED FOR SHUT -DOWN OF THE AIR HANDLER A$ NOTED, SAMPLING TUBES SHALL BE SIZED FOR THE FULL WIDTH OF THE DUCTWORK. F04N WALL OUTLET BOX AND 'PUSH -TO -EXIT' BUTTON FOR THE ACCESS CONTROL SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') UNLESS NOTED OTHERWISE. $T WALL OUTLET BOX AND ROTARY DIAL TIME CONTROL UNIT AS NOTED. MOUNT ABOVE THE FINISHED FLOOR TO THIS DEVICE AT FORTY-EIGHT INCHES (48') AB THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. GANG,IUNERE REQUIRED UNDER A COMMON COVER PLAIT: L I5T OF ABBREVIATIONS USED © INDICATES AN OUTLET BOX A5 NOTED WITH A PHOTOCELL CONTROL DEVICE A5 DIRECTED. PROVIDE BACK BOX, PHOTOCELL, COYER PLATE AND THE ACCESSORIES AS NOTED. /PR\ / \ INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE ACCESS CONTROL SYSTEM (ACS) CIRCUITS AS NOTED. AF•F• ABOUT THE FINISHED .FLOOR ACS ACCESS CONTROL SYSTEM -- RECESSED CEILING OR WALL OUTLET BOX AND FIRE ALARM SYSTEM REMOTE INDICATING LIGHT/HORN UNIT FOR CONNECTION TO THE DUCT TYPE SMOKE DETECTOR AS NOTED. REMOTE INpiCATING UNIT SHALL BE FLUSH WITH CEILING. W.P. WEATHER -PROOF ICS INTERCOM SYSTEM IC WALL OUTLET BOX AND INTERCOM CALL STATION WITH PUSH BUTTON AND SPEAKER AS NOTED. MOUNT THIS [DEVICE AT FORTY-EIGHT INCHES (48') UNLE55NOTED OTHERWISE. 'G..I. GROUND -FAULT INTERRUPTION NL NIGHT LIGHT FIXTURE INDICATES A WALL OUTLET BOX AS NOTED WITH A BELL OR BUZZER A$ NOTED. PROVIDE BACK BOX, DEVICE, TRANSFORMER AND F'USH-BUTTON CONTROLLER AT MOUNTING HEIGHT AS NOTED. ICD. ISOLATED GROUND c ® OUTLET BOX AND FIRE ALARM SYSTEM REMOTE RELAY FOR CONTROL OF THE AIR HANDLER SHUT -DOWN AS NOTED. GND. GROUND OR GROUNDING / IC \ / \ INDICATES THE CONDUIT AND GABLES REQUIRE[) FOR THE INTERCOM SYSTEM (IC) CIRCUITS, AS NOTED. CENTER LINE OF DEVICE od INDICATES A WALL OUTLET BOX AS NOTED WITH A CHIME AS NOTED, PROVIDE BACK BOX, DEVICE, TRANSFORMER AND PUSH-BUTTON CONTROLLER AT THE MOUNTING HEIGHT A5 NOTED. OUTLET BOX AND FIRE ALARM SYSTEM CONNECTION To THE FiIE PROTECTION SYSTEM FLOW OR TAMPER SWITCH AS NOTED. FAS FIRE ALARM SYSTEM ANN ANNUNCIATOR PANEL Pn - �s THIS TAG IS USED TO IDENTIFY A SPECIFIC ITEM OF THE iNSTALLEp SYSTEM$ EQUIPMENT AS NOTED. REFER TO THE 'EQUIPMENT IDENTIFICATION YAG SCHEDULE' FOR THE EXACT DESCRIPTION AND EQUIPMENT. /F\ INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE FIRE ALARM SYSTEM CIRCUIT$ AS NOTED, IDS INTRUSION DETECTION SYSTEM INDICATES LOCATION OF 'DEAD -MAN' TYPE NAND CONtOL UNIT WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED. CCTV CL05ED-CIRCUIT TELEVISION c s� v 0 w ERIC 1). KURITZKY ARCkillICI AR0007981 >> ARCHITECTURE CONSTRUCTION ADMINISTRATION CONSULTANT m P.O. BOX 881227 ORLANDO, FLORIDA 32858 407 898-8854 407 898-7992 FAX v coo o ov 0�r io , '"coo 0 x z a 0.si i i 1 p U n�laa,Hr vp4, c 0 w >> m c a O _c 3 o N v U � 0 ® �eS cd bA cCL c �' od L E: O v CH d cd sco 0H 0) O o m ai 0)) i� O A. o U1 At C) L/1 0 •o c v REVISIONS L4 x v W 0 0 a 0 a m s m 0 c c 0 U L m s O DRAWN AMY HOLLOWAY CHECKED HAROLD H. CONDO DATE OCTOBER 14, 2003 SCALE AS NOTED PROJECT NO. WPC -0301 SECTMAL SY 30L LES SHEET 1 �3_ I IBEARDALL AVE,, >t ( _ ` TRANSFORMER No. 4 (T-4)TRANSFORMER I - - - a`� (NOT INSTALLED DURING NSTALE No. 7 lT-i) 1 g , (NOT INSTALLED DURING I / I DURING PHASE IA) DURING PHASE iA)77 I f TF .� _P_ - J TO TRANSFORMER No. I lT-U� STREET ADDRESS (TYPICAL TH _.._ _________________ •. I P L FOR E CORPORATE -_ I T No._ I HANGARS ONLY) I 3442 ° I 3453 ` !mss-•"_.! ! I 1 ! I 1 �! t r 1 i 1 g ! I ! i ! ! ! I ►' -! 0 I -- ...,..,-.._,ti.....- � „-„_rl `:;,',..._._-•-_.12...,1-�.•,�� P I.,r.l,.,_.._-,..-..m:,.,�>�•:�r 'i � � ;'.:.:i _.�_..>.._.... -� I _.>._...-. �Fi`"ti' ��ii_ � ! 7 ! ° ,�••Izi"_,ti! ! ! ! I 1 I PANEL CI tn) ! ! 1 I I' 1 !'_ j l I i I g I '�� r I' .I M! s I 1 1 i ,`` `' ti c I (AND 'C2')� i s I i ► t ! !- .! 1 g ► I I ! t 0 L._.., I 4"i ( ! I I f i f i ! I C'-`•" I c _ I g I 1- 1-_-' f '_ i I 1 I I 34"19 0I f _ s 3452 i i i^ i �- 1 'CORPORATE' HANGAR ! -Al I (BUILDING TYPE 3,TYPICAL - 1 OF I THIS PHASE. THIS H NGAR I 15 FOR O'DELL) ! I I 44 I 3451 I 4!I f(i ® i PANEL C34 liE ._�3. I`,,�.�.,� �` � 1 i ! j P � 1 I r!'�a_..,,I I��•`` I g g i i i i ! 1 I �,� � i ! f ' d i D i_p�� I I - (C4 FUTURE) 1 _----- 1 =? `� _ _. _._.. 1�• i ( f _.__ _; l s ;=_��.�' I _ i i _ _ _ `� w 1, �� w� - - f --i -- - - 14-1! m (--'I ! I • 4� 7 1. ! I i 1 i ��', -} 1 I� I 1 i- 1 L_ i t 1 1 j I _. _ 1 I f ! ! J 0 1 C.. _ ! I t I i I F3_45 ._- �.__I I _,,,s t__ 34(02 I 1 46. 11 _ t� _ 1 Ir u t L - I 3474 1 i I ! ! _,.- v i 44 -5-7-- I tSFORMER No. 2 (T-2) i 1 ! i ! ! ! TRANSFORMER No. 5 (T-) i t ! TRANSFORMER No. 8 (T- . g i g I m I CORPORATE HANGARk ( ! ! i 7,1 -1�' I t ! i i (N T INSTALLED DURING;_ ! g i t !(NOT INSTALLED DURING!(BUILDING TYPE I TYPIC ! ! ! D11RING PHASE IA) - --_ {i D RING PHASE IA) ------- ! I �_._! OF 2 THIS PHASE) ! I 1 I ! I i w I I '' -P - J 1 1 ! ' ! �=�_,, PANEL 'Cl' ' Io o c I (AND 'GS') v - - I � ! I 44 fir.__._.. _ � 344 2 I I _ rr- a ° � i j 1 I ; I ' _� � TRANSFORMER No. 9 (T-�) � !L y ' I E _ - ..._ ! 3461 I ! ! ! 41 I_-. _..�_� r_._•� I 3473 ((NPT INSTALLED. DURING I D4RING PHASE IA) 1 I 1 r --i I 0 I • i�'�I �, .. I I I� �`:� i j I I I I I 1 �� ! ! g ! ! ) 1 � .... �.1 c -_ - '�. ri' �- F 1I �I 1I .f �_t ....,•.I ! i _ �....,,. ! �i! �!,! 1!r '1, , II �t, ht� •--K�g *,� gU-r'�~�3�i -_._ ...__�i �9i! !!rte •• . 1 - ff �-�•r!�^� I Q ;! >PANEL 'CS' co i PC6FUTURE) REFER TO ENLARGED PLAN No. I III I g - I j FOR ADDITIONALWO IN THI AREA, o346 1 34 2 834 44 i�+ •-� j I I �Y �.. ✓� � �� I �, � � r1 t I I I ! I I_ 1 I L FUTURE f r c C14 14 GATE No. I (G -I I GATE No. 2 (G-2) . GATE No._3 -3--,/ _ q 'CORPORATE' HANGAR I-- -- P -- J (BUILDING TYPE 2, TYPICAL r•' ._.... r,,..�..._,,,� �,.._.-.._....._„•,�. � fr,.� _.... "�.: �r �, t._...>_....1 j o s , OF I THIS PHASE)RITUI'FE ^, ; I I ,' I r 3 I' `1 IRfrU � i C' Bt�.D1JG� { f ( ( ! I F B�.DtM g ! , f I H' BUS mm r ( I I m R f IJRE C=l1B . 'yy - -w I CT- ! _ _ _ _ _ _ -� 1 FllTlll E' E ! ! RJj (1FiE G 1 ! RlTl1RE 'eP# t f 18L1 'B' BULDIVC�S I I c -i g ! I ! 1_ .__ ,._ M._�_ iBUIDNVGS f .k ._ tBLILDNW. -I -. P ir-� » C-2 Fc- _-3 .-__-__---a�---__._------ - •--- �"�-�' I 1 i j �....»_L._ !- °"- B-3 e f 1 1-- c_ t 9_ I.. D ! r .-> ' ( A BU�DiNGS ! I � ! ( I ! _ ( -� I - �' -° ,.� ...t5-4 i ---- ! ! it ---i ! a � �-�-•--i ! ' 1 � m _•_� I 1 I d ! f I 1 r- LARGE 'BOX' HANGAR ._ .>-.....__ _.........__ � _ •r (ONLY ONE (1) IN PHASE I) s rreff_6 I� I r -� -i_ 9 _ C 6 ( f t ! f ( 1 I ( ( f i l ( i i 1 i r_. A_I t A-2 B a i O --�®1 A73 I A-4 ' I 3(Fc--- -12 1 12,». TRAM E -Hol 10 (Ta10) ! (NOT INS LL$D, DUR 1 0 DURING PMASg )A) I I g t ( 1 .�y A--!,] ' A _6 '- 3 ❑ 1- TPANE 1' .13 -_ (o F__ _r_; -f » _ a !--- �1 L BA1' I (AND ''LT ') j�-� - ! I I I i I TRANSFORMER No. 6 (T-6) i 465E Na 3 (T-3) ! T3' I I e .0 � - --i C -i PANEL 1 i i ( ( 1 (NOT IN TOLLED DURI %NEL DURI(C�ii!! PHASE t1 IA) (AND '6T4P ' B-12 PANEL 8-13 SMALL 'BOX'HANGA FA---ll A -a F_ (ONLY ONE (1) IN PHASE IA) 148 r-.1 ( !! IoIt ! wYv 1 L-°�i ! I L , i ( ( I - _ F5-- _15 , t I f f i r i g ! ! ( r ( 1 o !lf�� I f I 11 g i �''� k i A -g A -i-0 C-19 1 ! 1 (, I I ( i J-! 1 ! 1 f 1 ! i ! " I I ! I I 1 ! f - B -i6 `-! i ! i (! � - I i ! f i f i i____ r-- j ! ! i} I -I 'J _I ' t t-•-L�' j - 'l oa `f i C72 _ ! f I I I 1 ! J ! _f 1 � _ I - 1 1 I ? � -�-,'' ! ( f A-11 A-12 1 ! i 9 1 1 I g_ ( � i3 10 0 (""' 1 1 ( I 1 r --r •-I a ! ( ! ! i r..--, -f 1 ! ! I I ( =-i----f ( _ �V - `• { C-22 i 1 I 11 t__ g' t ( I f 1 ! ! r ! � _1_.» - f � AD -3 A 14 1 1 ! g ••__ ' ! ' f ! ! 1 i 1 ! 1 ' 1 ( 9 i o: ..j--1 tc._..�._ _.�---t '--j..._._.._».f---t --f �--I.._....-.,�»...>.__....I---•J .._._...._._,_.... - .._.. __.- - l _ �- _ LARNE 'T' HANdGAR SMALL 'T'.HANGAR .�_.� . .�' , Ali e... _.._._-.-i ��--��r (TYPICAL OF TWO W N PH E ONE » -. _ ._._ _.. _•. __. .._ ___ _� ___ .._ _._ ___ - �_.__._.______. (2) IN PHASE IA) _ _- ll) IN PHASE IA) � 4� E a 0 m N � MASTER ELEC11TV'RICAL-31TE. PLAN - POWER I w Y MASTER ELECTRICAL SITE PLAN - POWER NOTES OI PROP05EP LOCATION FOR PAD MOUNTED TRANSFORMER No. I (T-1), WHICH WILL ' PROVIDE THE 120/240 VOLT, SINGLE (l) PHASE, THREE (3) WIRE POUTER FOR THE .. CORPORATE HANCaAR5 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. (DPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. 2 (T-2), WHICH WILL PRQVIDE THE 120/249) VOLT, SINGLE (1 PHASE, THREE (3) WIRE POUTER FOR THE CORPORATE HANGARS AS NOTED. THE EXACT TRANSFORMER SIZE AND LOCATION ARCHrUCTM SHALL BE DETERMINED BY FLORIDA POWER AND LIGHT, REFER TO THE RESPECTIVE CONSMMON ADVINU raAT10x 'CORPORATE HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. P.O. Box 681227 OPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. 3 (T-3), WHICH WILL PROVIDE :THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE 407 898-7992 FA% LARGE BOX, SMALL BOX, LARGE 't' AND SMALL 'T' HANGARS AS NOTED. THE EXACT TRANSFORMER SIZE AND. LOCATION SHALL BE DETERMINED BY FLORIDA POWER 6 a� AND:: LIGHT, ^REFER. TO THE RESPECTIVE 'HANGAR BUILDING' DRAWING5 FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. �,. •-a i` O OPROPOSED.:LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 4 (t-4), o 2 WHICH WILL PROVIDE THE.120/240 VOLT, SINGLE (I..) PHASE, THREE (3) WIRE POWER, FOR THE FUTURE'CORPOKATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR a0piran o 0 0 g q14� THE., 3454, 3455,'3464AND -3465 .BEARDALL AVENUE BUILDINGS. o OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMERNo. 5 (T-5), WHICH WILL PROYID..)= THE 120/240 VOLT, SINGLE 11 PHASE, THREE (3) UIIRE POUJER W •0 FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORi`1ER SHALL BE USED FOR THE 3456, 3451, 3458, 3459, 3460, 3461, 3462 AND 3463 BEARDALL AVENUE BUILDINGS. �+amogti�0 OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 6 (t -(o), u, BFar04t:o--c.. w UaHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (l) PHASE, THREE (3) WIRE POWER FOR THE FUTURE HANGARS. THIS TRANSFORMER 5HALL BE USED FOR THE UNITS IN � THE` ,D' 'E' AND 'F' BUILDINGS. � OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 1(T-1), 'PROVIDE O UA-11CH WILL THE ,120/240 VOLT, SINGLE (1) PHASE, THREE (3) WiRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER $HALL .BE USED FOR THE 3466, 3461, 3416, M -11i 3418 AND 3419 BEARDALL AVENUE. BUILDINGS. OPROPOSED. L OCAtION FOR FUTURE PAD MOUNTED ,TRANSFORh TER No: 8 (t-8), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUtURE CORPORATE HANGARS. THIS T,RANSFORIER SHALL BE USED FOR THE 3468, 3469, 3410, 3411, 3412, 3413, 34,14 AND 3415 BEARDALL AVENUE BUILDINGS. g O PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. S (T-9), UlHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER 0THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL` BE USED FOR 3480; 3481, 3482 AND 3483 BEARDALL AVENUE BUILDINGS. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No, 10 (T-10), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE,(1).PHASE, THREE (3) WIRE POUTER EOR THE FUTURE'.HANGARS. 71415 TRANSFORMER`SHALLBE USED FOR THE UNITS IN •THE 'G', 'H' AND ' J' BUILDINGS. jl THE ELECTRICAL CONTRACTOR SHALL PROVIDE; INSTALL AND CONNECT A CAST OUtLET.13OX AND WEATHER-PROOF FLEXIBLE CONNECTION T0; -THE OWNERS SIGN. COORDINATE THE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. ROUTE A THREE-QUARTER INCH, (3/4'7 CONDUIT. WITH -THREE (3)'1O. THiLN, CU. TO THE PANEL;:AS NOTE[): THESE CIRCUITS SHALL BE CONTROLLED BY A PHOTOCELL THE ELECTRICAL CONTRACTOR SHALL PROVIDE A PHOTOCELL EQUAL TO,INTERMATIC IK4321C AT THE PAtJEL. 12; THE;'ELECTRICAL CONTRACTOR SHALL PROVIDE A TWO INCH (2') CONDUIT STUBBED. CUT OF THE TRANSFORMER FOR FUTURE CONNECTION OF THE BUILDING AS NOTED, PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF THIS CONDUIT AND CAP - 50TH ENDS OF THE CONDUIT TO PREVENT WATER INTRUSION. 13 THE UNDERGROUND PRIMARY ELECTRICAL CONDUIT IS SHOWN FOR, REFERENCE O ONLY AND 16 NOT INTENDED TO REPRESENT THE ACTUAL CONDUIT ROUTING, THE ACTUAL PRIMARY .UNDERGROUND CONDUITS SHALL BELDESIGNED.' AND INSTALLED cn BY?FLORIDA POWER AND LIGHT. REVISIONS 14 THERE ARE SOME MODIFICATIONS TO THE TAXIWAY LIGHTING THIN WILL BE REQUIRED DURING. THIS CONSTRUCTION, THIS ELECTRICAL. CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE MODIFIED TAXIWAY LIGHTING WHICH WILL BE ' REQUIRED. THE AIRPORT AUTHORITY WILL PROVIDE ALL; DE51GN AND CONSTRUCTION NECESSARY TO ADD OR RELOCATE THE'TAXIWAY'.LIGHtING AS REQUIRED. 15;` 1iHE; ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION TO. -THE PACKAGED DRAWN 'LIFT STATION' A5 REQUIRED. REFER TO THE PROJECt;CIviL DRAWINGS FOR THE CHECKED EXACT LOCATION OF THE LIFT STATION AND THE:.PUMP:REQUIREMENTS. PROVIDE A DATE SIXTY AMP (60 A), 240 VOLT, 2,,WIRE, S/N, NEMA 3R, FUSIBLE DISCONNECT SWITCH SCALE AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE LIFT STATION CONTROLLER PROJECT NO. AS.REQUIRED. ROUTE A ONE AND ONE-QUARTER INGH'11-1/4') CONDUIT WITH THREE MAMER ELECTRICAL THU,N, CU., AND. ONE (,1'046 THU,N CU,;GROUND TO THE TRANSFORMER AS NOTED. 'POWER REFER TO THE, POWER RISER DIAGRAM -: SANITARY LIFT'STATiON' FQR; ADDITIONAL. SHEET INFORMATION. I(o"' THE ELECTRICAL .CONTRACTOR SHALL. PROVIDE A ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT FROM PANEL 'LBAI' t0 A POINT EAST OF tl-IE LARGE BOX BUILDING AS NOTED FOR FUTURE IN5TALLAI0N OF PANEL 'LBA2' WHICH WILL SERVE THE GAS ISLAND,WHEN IT 16 INSTALLED. CAP THE CONDUIT ;LABEL BOTH`END$, I IBEARDALL AVE,, >t ( _ ` TRANSFORMER No. 4 (T-4)TRANSFORMER I - - - a`� (NOT INSTALLED DURING NSTALE No. 7 lT-i) 1 g , (NOT INSTALLED DURING I / I DURING PHASE IA) DURING PHASE iA)77 I f TF .� _P_ - J TO TRANSFORMER No. I lT-U� STREET ADDRESS (TYPICAL TH _.._ _________________ •. I P L FOR E CORPORATE -_ I T No._ I HANGARS ONLY) I 3442 ° I 3453 ` !mss-•"_.! ! I 1 ! I 1 �! t r 1 i 1 g ! I ! i ! ! ! I ►' -! 0 I -- ...,..,-.._,ti.....- � „-„_rl `:;,',..._._-•-_.12...,1-�.•,�� P I.,r.l,.,_.._-,..-..m:,.,�>�•:�r 'i � � ;'.:.:i _.�_..>.._.... -� I _.>._...-. �Fi`"ti' ��ii_ � ! 7 ! ° ,�••Izi"_,ti! ! ! ! I 1 I PANEL CI tn) ! ! 1 I I' 1 !'_ j l I i I g I '�� r I' .I M! s I 1 1 i ,`` `' ti c I (AND 'C2')� i s I i ► t ! !- .! 1 g ► I I ! t 0 L._.., I 4"i ( ! I I f i f i ! I C'-`•" I c _ I g I 1- 1-_-' f '_ i I 1 I I 34"19 0I f _ s 3452 i i i^ i �- 1 'CORPORATE' HANGAR ! -Al I (BUILDING TYPE 3,TYPICAL - 1 OF I THIS PHASE. THIS H NGAR I 15 FOR O'DELL) ! I I 44 I 3451 I 4!I f(i ® i PANEL C34 liE ._�3. I`,,�.�.,� �` � 1 i ! j P � 1 I r!'�a_..,,I I��•`` I g g i i i i ! 1 I �,� � i ! f ' d i D i_p�� I I - (C4 FUTURE) 1 _----- 1 =? `� _ _. _._.. 1�• i ( f _.__ _; l s ;=_��.�' I _ i i _ _ _ `� w 1, �� w� - - f --i -- - - 14-1! m (--'I ! I • 4� 7 1. ! I i 1 i ��', -} 1 I� I 1 i- 1 L_ i t 1 1 j I _. _ 1 I f ! ! J 0 1 C.. _ ! I t I i I F3_45 ._- �.__I I _,,,s t__ 34(02 I 1 46. 11 _ t� _ 1 Ir u t L - I 3474 1 i I ! ! _,.- v i 44 -5-7-- I tSFORMER No. 2 (T-2) i 1 ! i ! ! ! TRANSFORMER No. 5 (T-) i t ! TRANSFORMER No. 8 (T- . g i g I m I CORPORATE HANGARk ( ! ! i 7,1 -1�' I t ! i i (N T INSTALLED DURING;_ ! g i t !(NOT INSTALLED DURING!(BUILDING TYPE I TYPIC ! ! ! D11RING PHASE IA) - --_ {i D RING PHASE IA) ------- ! I �_._! OF 2 THIS PHASE) ! I 1 I ! I i w I I '' -P - J 1 1 ! ' ! �=�_,, PANEL 'Cl' ' Io o c I (AND 'GS') v - - I � ! I 44 fir.__._.. _ � 344 2 I I _ rr- a ° � i j 1 I ; I ' _� � TRANSFORMER No. 9 (T-�) � !L y ' I E _ - ..._ ! 3461 I ! ! ! 41 I_-. _..�_� r_._•� I 3473 ((NPT INSTALLED. DURING I D4RING PHASE IA) 1 I 1 r --i I 0 I • i�'�I �, .. I I I� �`:� i j I I I I I 1 �� ! ! g ! ! ) 1 � .... �.1 c -_ - '�. ri' �- F 1I �I 1I .f �_t ....,•.I ! i _ �....,,. ! �i! �!,! 1!r '1, , II �t, ht� •--K�g *,� gU-r'�~�3�i -_._ ...__�i �9i! !!rte •• . 1 - ff �-�•r!�^� I Q ;! >PANEL 'CS' co i PC6FUTURE) REFER TO ENLARGED PLAN No. I III I g - I j FOR ADDITIONALWO IN THI AREA, o346 1 34 2 834 44 i�+ •-� j I I �Y �.. ✓� � �� I �, � � r1 t I I I ! I I_ 1 I L FUTURE f r c C14 14 GATE No. I (G -I I GATE No. 2 (G-2) . GATE No._3 -3--,/ _ q 'CORPORATE' HANGAR I-- -- P -- J (BUILDING TYPE 2, TYPICAL r•' ._.... r,,..�..._,,,� �,.._.-.._....._„•,�. � fr,.� _.... "�.: �r �, t._...>_....1 j o s , OF I THIS PHASE)RITUI'FE ^, ; I I ,' I r 3 I' `1 IRfrU � i C' Bt�.D1JG� { f ( ( ! I F B�.DtM g ! , f I H' BUS mm r ( I I m R f IJRE C=l1B . 'yy - -w I CT- ! _ _ _ _ _ _ -� 1 FllTlll E' E ! ! RJj (1FiE G 1 ! RlTl1RE 'eP# t f 18L1 'B' BULDIVC�S I I c -i g ! I ! 1_ .__ ,._ M._�_ iBUIDNVGS f .k ._ tBLILDNW. -I -. P ir-� » C-2 Fc- _-3 .-__-__---a�---__._------ - •--- �"�-�' I 1 i j �....»_L._ !- °"- B-3 e f 1 1-- c_ t 9_ I.. D ! r .-> ' ( A BU�DiNGS ! I � ! ( I ! _ ( -� I - �' -° ,.� ...t5-4 i ---- ! ! it ---i ! a � �-�-•--i ! ' 1 � m _•_� I 1 I d ! f I 1 r- LARGE 'BOX' HANGAR ._ .>-.....__ _.........__ � _ •r (ONLY ONE (1) IN PHASE I) s rreff_6 I� I r -� -i_ 9 _ C 6 ( f t ! f ( 1 I ( ( f i l ( i i 1 i r_. A_I t A-2 B a i O --�®1 A73 I A-4 ' I 3(Fc--- -12 1 12,». TRAM E -Hol 10 (Ta10) ! (NOT INS LL$D, DUR 1 0 DURING PMASg )A) I I g t ( 1 .�y A--!,] ' A _6 '- 3 ❑ 1- TPANE 1' .13 -_ (o F__ _r_; -f » _ a !--- �1 L BA1' I (AND ''LT ') j�-� - ! I I I i I TRANSFORMER No. 6 (T-6) i 465E Na 3 (T-3) ! T3' I I e .0 � - --i C -i PANEL 1 i i ( ( 1 (NOT IN TOLLED DURI %NEL DURI(C�ii!! PHASE t1 IA) (AND '6T4P ' B-12 PANEL 8-13 SMALL 'BOX'HANGA FA---ll A -a F_ (ONLY ONE (1) IN PHASE IA) 148 r-.1 ( !! IoIt ! wYv 1 L-°�i ! I L , i ( ( I - _ F5-- _15 , t I f f i r i g ! ! ( r ( 1 o !lf�� I f I 11 g i �''� k i A -g A -i-0 C-19 1 ! 1 (, I I ( i J-! 1 ! 1 f 1 ! i ! " I I ! I I 1 ! f - B -i6 `-! i ! i (! � - I i ! f i f i i____ r-- j ! ! i} I -I 'J _I ' t t-•-L�' j - 'l oa `f i C72 _ ! f I I I 1 ! J ! _f 1 � _ I - 1 1 I ? � -�-,'' ! ( f A-11 A-12 1 ! i 9 1 1 I g_ ( � i3 10 0 (""' 1 1 ( I 1 r --r •-I a ! ( ! ! i r..--, -f 1 ! ! I I ( =-i----f ( _ �V - `• { C-22 i 1 I 11 t__ g' t ( I f 1 ! ! r ! � _1_.» - f � AD -3 A 14 1 1 ! g ••__ ' ! ' f ! ! 1 i 1 ! 1 ' 1 ( 9 i o: ..j--1 tc._..�._ _.�---t '--j..._._.._».f---t --f �--I.._....-.,�»...>.__....I---•J .._._...._._,_.... - .._.. __.- - l _ �- _ LARNE 'T' HANdGAR SMALL 'T'.HANGAR .�_.� . .�' , Ali e... _.._._-.-i ��--��r (TYPICAL OF TWO W N PH E ONE » -. _ ._._ _.. _•. __. .._ ___ _� ___ .._ _._ ___ - �_.__._.______. (2) IN PHASE IA) _ _- ll) IN PHASE IA) � 4� E a 0 m N � MASTER ELEC11TV'RICAL-31TE. PLAN - POWER I w Y AR0007981 ARCHrUCTM CONSMMON ADVINU raAT10x ..CONSULTANT P.O. Box 681227 ON>LANDO, FLORIDA 32858 407 898-8854 407 898-7992 FA% 6 a� �,. •-a i` O o 2 a0piran o 0 0 g q14� o W •0 �+amogti�0 u, BFar04t:o--c.. w U � p � ~0 O CCS w 0 U O U Q) O 4-4 F-1 C� rl � Q ci •41 O O 0 P" 0.( o O in cn REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD H. CONDO DATE OCTOBER 13 2003 SCALE AS NOTED PROJECT NO. wn-omm MAMER ELECTRICAL SfTE PLAN - 'POWER AND NOTES SHEET __® MASTER ELECTRICAL SITE PLAN INSTALLED SYSTEMS NOTES OTHERE ARE TWO (2) EXISTING FOUR INCH (4) 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 THIE CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEM AND FOR THE ACCESS CONTROL SYSTEM (ACS) CABLES. THE AIRPORT SYSTEMS CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE CABLES REQUIRED FOR THE CCTV SYSTEM �-� CAMERAS AT THE NEW GATES AND FOR THE AC5 DEVICES. (2) TWE -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 (2') ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM''SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES l249 SQUARE BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE BOX 51ZE 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-PB-1' TO IDENTIFY THIS BOX. THiS' BOX SHALL BE LOCATED IN A GRASSED• . AREA; NOT IN THE PAVED AREA, OTHE ELECTRICAL CONTRACTOR SHALL 2 PROVIDE AND INSTALL TWO (2) NEW POUR . INCH (4') CONDUITS FROM 'CCTV -PB -I' TO THE MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE CLOSET OF THE PILOTS LOUNGE. REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN - LOUNGE AREA' FOR ADDITIONAL INFORMATION, ONEW MAiN TELEPHONE TERMINAL BOARD LOCATED IN THE UTILITY CLOSET OF THE . PILOTS LOUNGE AS NOTED, REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN - LOUNGE AREA' FOR TTB 5iZING AND EQUIPMENT REQUIREMENTS. ELECTRICAL SINSTALL TWO W. E NCH (39 CONDUITS WITH WIRE "FUTURE INSTALLATION OF THE INSTALLED ' SYSTEMS (CCTV, ACS, IDS, CTV, DATAfrEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS- OF THEPU LL WIRE. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHiCH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMU'1 OF , TWO INCHES (29 ABOVE THE FINISHED GRADE. THE FULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (24') DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE. BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDIWX RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -PB -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 (U NEW TWO INCH (2') CONDUIT FROM 'CCTV -P5-2' TO THE TELEPHONE TERMINAL BOARD .INSiDIE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR ADDITIONAL INFORMATION. OPROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR TTB SIZING AND EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW TWO INCH (11) CONDUIT FROM 'CCTV -P5-2' TO A POINT JUST INSIDE OF THE BUILDING A5 NOTED. THIS CONDUIT SHALL BE USED FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS IN THIS BUILDING. (Q) THE, ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (39 CONDUITS WITH PULL WIRE FOR FUTURE INSTALLATION OF THE, INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS: LABEL BOTH ENDS OF THE PULL WIRE. 11 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (U NEW THREE INCH. (39 CONDUIT WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, io$, CTV, DATA/TFL) IN THE CORPORATE HANGARS. LABEL BOTH ENpS.OF THE PULL WIRE. 12 TH.ELECTRICAL CONTRACTOR SHALL PROVIDE AND ,INSTALL A GRADE MOUNTED, PULE L BOX WHiCH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (1') ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -P5-3' TO IDENTIFY TH15 BOX, THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA, �3 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 (2') 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 (241) DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE "FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDIWz RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -F5-4' TO IDENTIFY T44I9 BOX THIIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. 14 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, AND INSTALL ONE (U NEW TWO INCH (21) CONDUIT FROM 'CCTV -PB -3' TO THE TELEPHONE TERMINAL BOARD INSIDE OF T14E 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, 16 ROUTE A ONE INCH (11) 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 FIRST UNIT WITHIN THE BUILDING AS NOTED FOR FUTURE INSTALLATION OF ACS, IDS OR CCTV CABLES. PROVIDE A PULL WIRE IN THE CONDUIT. ; j$ , t r».......,..u..vw......«..r....._-..,«..5cvw.rawrvaraxuaYanuc..a- -�- __..._._....,»......_ •,•.••v.-,-,wcm�w++....,. 1 I� ` "� ._......_____-_ M• W-PPPPPP-._._......_.__._'�-""�,� LlMETAD 51 I (TYPICAL TI - I CORPORAT HANGAR5 LY), 'CORPORATE' HANGAR 9 (BUILDING TYPE 3, TYPIAL i OF I THIS PHASE) Ud r-- I ILI 01 S ILI e_n 1 "CORPORATE' HANGAR, (BUILDING TYPE 1, Tl PI AL OF 2 THIS PHASE) i W z W Ly 0 NOT LARGE '80X' HANGAR - (ONLY ONE (1) IN PHASE SMALL 'BOX' HANGAR - (ONLY ONE (1) IN PHASE. 7 ._........_.,....rc-,..._.....__.__.-.-.�.....:._ccu.ww..m...v...n,+r.r..._,..,r_w..u.n......__�,..........a......w.+•mr..w>....ss....a_-ec.�_.._._._....�...`m�•n.._,.-..-__..._,_..._—._-._..____..._ CCTV-PB-IZa c E0 p/i)a 4 F ro i 'U - - I _ _.. _ _ -c 1 _' �....�..(a° _JII 3453 iiI! gs ,jtI 4-i, 4 i 4 6 40 t 5-4-11113442 •� " rte.. 1 4 I 1 i 1 i �. __ `I ��:aw i t 1 i i 1 1 g _.., g ��'�•1� Q i t t 1 i i -•,. Q � __+� I In ri Q 1 1 F I I w _-rai I , ire I i . _ia �,• 1 t r t .._ ,� �— ; _4, 15 i �ry 3 O �•-~ �j t t i a I ti Q _ii t 1 i g 1 1 ti i 1 T_ ! _ii i f t i g ' 1 45 I, ' u - 1 4�o t 15-4--6-1 F3_419 a, l 3452 1 1 ! + �..,.._... i I o 44 lq i m I I g m 1 t 1 1 1 i �; c ; v Q i 1 1 t I i I t 1 1 ! 1 t g 1 1 t 1 1 t c 12 �"` I m ; "--.__,.-""-'� _ 1 � _� � � _" i r r�•- i i 1 I i i --' i ; 1 1 9 _. • � --•c r-• # a, CCTV1 -4 --a—� 3451 I'E� t i '- ® O Qa �r ri �s__.___.__—_____._-_C i -t ci- a o---- �---- i -t � Q-tr--:• c,.•,...-�`_._•7-t •►- �•,_.'� i 1 i t d 1 c' f i'°.._°� i { 1 1 1 i m � {�•.e_3-, 1 i i t 1 i 's Mj. s i 1"k 3481 344 1 i i 1 1 m 1 1 i �� c { 3402 Q 1 4G 1 _. mss_._ _._s_c._ I 34"14 i s _._ _ 1 • IF 1 i i ' _y j I i g 1 r Q 9 t s �`— 1 �� E L -1 1 1 t 1 L -------- � I i 0 C 1 r - I yx._..,...,_...._,_.y ! t t..._-_Y....._,___.�Mµ r.. _i.__._�__,_.__.».y 1 t r._.__._..•.....___'i....•s r....,r°µ-•-..,_..__..-..__c 1 Q i� e_ 1 1 1 1 i 6 1 t 1 t t t i 1 1 1 t 1 1 t • gt 1 1 I t 1 g 1 9 I 3 t 1 t 1 1 1 t 4 1 i I 1 cOi `I`I L.-_ a I 1 ! S 1 1. 44 � +_ . i 4_ ! i �. .. 3461 1 1 41 i ,� __� ..Y� .®.i 34i3 I j 1 3452 1 l;- ;{ I 0 E Fw " °` �a ,,,i t i' �.._ c 1 1-•- - I t ; he I i -4�•• --�•y`� t t t � d- I i i � q r 4.4 i I i ! 9 i 1 glow: 9 i 1 1 s 9 °_.1 11 q 3412 1 1 t! 3483 1 3441 1 j ✓ FUTURE t I w I FUTURE d t v GAT N , 2 ( -21 GA No. 3 � I E o G TE G 3 (BUILD( TYPE 2, TYPICAL - -' �.' t �-_-i.,_..€ m CCTV -PB -2 ; GATE No. I (G -I) OF 1 THIS PHASE) cil �_�o R)TURE FUTUFE i I 1 1 C BULDNIX j I " 1 { 'F j ! � • B 1 •H. BULDIM FUEL IFUTl1FiE E� !, .. , iFUTUfiE G; _ - --I I RMJFE'Xi 1 V t_ 1 s i1 p I-, a 1 I 1 s i %�i 1 l ¢ i_,.. i g� ADNIX __ I__1•,_ii 1 c m i 1 i t € t 1 i ; ! I f C-2 0 i )- �8-2 I G-4 _ _.. ,.__ ! 1 t I `7 i 1 i 9 i ; i g ,- I6 D/TY g3 -g i -- C- ? i 1 9 �- a�a i I i i i g s I s O i t__ -i 1-. 1 o t i_. _� 1 t I F , / ® \IL -rd - E 1 j i I I_ I t r,• I )_ . ! g _Y i i i_ i, a.___.,, p 'o -- I i 1 i- j i I 1 t { t -- t P c -- C_7 1 { t _ ,•{ I I 1 { 3 "_"i i i i g g t g i L__ _1 g I i I I w DTV — Fc:--$ i ____ _- t ! I---1 t; t i S i j 1 i i ( § 1 i �,-J I i i u -t I I c s � i t L-•-! Q d i 1 4 � ..AA �• t I 9 I i 1 i i" ""• A -i A=2 4 B-� I t 1 t t i ! h- d y 1 i 1 j I i i t y 1 0 _ Dal— _} lig D/TY _9I , i s— i 1 i i I i i 1 i i y i._.1 g c g-9 1 I i I i w_ -g- __t B _. _...._ i I h ._ .y _ g i _ .� ; y 1 I O A_4 _ J C-12 I i i I t I r_ A 3 C] -•�---r 6 .._._,_.._-- _____._. _� � ' �_.._�,.__. � ! i i t 1 1 I Q I g i 1 , t 1 g 1 1 1 ) t ) ! ► ! 1 y `_' - I r^_-•I�•----------__--�_._1 g......�__._-..�---� ) i I m i 3. ..a�,w_.._.._I---� i 1 I g ! i ..�.__..-.._._4-•-s 1 j A_- -5A----&I JOR 1Co _ C-13 it I I g t i t -il -14 1 i 9 V C _I+ 1 i i i 1 -'d ! i 3 1 J t"y 3 4 Y _I -12 C-15 i I i r....i {9 t 1 Q Al FA ---ll A -'f A-8 i i W. 1 i i 1. sr 8-14 �� © i ! I-rvr••---Q 1 I I 1 .�_--•--t 1 i 3 t �.___, _.� 1 I' � o _.l ! Q_i i__� € , L__.. I I °_.. _..�i._...,__.,..i__• g .. �._........_ .... r� i i 1 -•y i I 1Fr- e ) w A-9 -IND I C-19 ;1 1 1 i i 4 i I I t i g v- g i g ( g t__ wt g 1 ) 1 i g i t 1 I i 1 1 i a 1 { g I 0 �-..�.. � t, _I ; t� ! i w_1 1 1 L- i. A 1 i -_ . c ! g _.._. �j l 1 9 �_ ---• -- •�i -�� _ B-1�y)-•--.... Y-1 �-_j,.,.-w..._,,.' �..i 3 1 _ �__�-I.-....r,__... -� 3�.__,_.a_ ;_._.3 i c •t-=- i l ii A-il A-12 I r,._{- __ I { r- --'s-" i t r-.••1-.._ i i i n: i C-22 i 1 1 t I 1 i L_,. 1 t t g 1 1 I t i r--�- A-13 A-14®2 2 i t i i 1 it ® 1` � ' •� Q ; 9 t<. 9 , 1 i i c 1 1 I 1 � <.�,,. �.� WNW" BUWQVGS B'LDNCS 1 I I I I I 1 I i I 1 i I °v LARGE 'T' 4 iANGAR s r f r (TYPICAL OF TWO 6 (2) IN PHASE iA)_r I E SMALL 'T' HANGAR {TYPICAL OF ONE o (I) IN PHASE IA) i O m - MASTER ELECTRICALSITE PLAN INSTALLED SYSTEMS W SCA1-E 'x ar a Y _ Y RA O U w. O K � -4 IL, � 1-� O , ,y GW k Qa MASTER ELECTRICAL SITE PLAN INSTALLED SYSTEMS NOTES OTHERE ARE TWO (2) EXISTING FOUR INCH (4) 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 THIE CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEM AND FOR THE ACCESS CONTROL SYSTEM (ACS) CABLES. THE AIRPORT SYSTEMS CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE CABLES REQUIRED FOR THE CCTV SYSTEM �-� CAMERAS AT THE NEW GATES AND FOR THE AC5 DEVICES. (2) TWE -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 (2') ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM''SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES l249 SQUARE BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE BOX 51ZE 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-PB-1' TO IDENTIFY THIS BOX. THiS' BOX SHALL BE LOCATED IN A GRASSED• . AREA; NOT IN THE PAVED AREA, OTHE ELECTRICAL CONTRACTOR SHALL 2 PROVIDE AND INSTALL TWO (2) NEW POUR . INCH (4') CONDUITS FROM 'CCTV -PB -I' TO THE MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE CLOSET OF THE PILOTS LOUNGE. REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN - LOUNGE AREA' FOR ADDITIONAL INFORMATION, ONEW MAiN TELEPHONE TERMINAL BOARD LOCATED IN THE UTILITY CLOSET OF THE . PILOTS LOUNGE AS NOTED, REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN - LOUNGE AREA' FOR TTB 5iZING AND EQUIPMENT REQUIREMENTS. ELECTRICAL SINSTALL TWO W. E NCH (39 CONDUITS WITH WIRE "FUTURE INSTALLATION OF THE INSTALLED ' SYSTEMS (CCTV, ACS, IDS, CTV, DATAfrEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS- OF THEPU LL WIRE. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHiCH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMU'1 OF , TWO INCHES (29 ABOVE THE FINISHED GRADE. THE FULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (24') DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE. BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDIWX RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -PB -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 (U NEW TWO INCH (2') CONDUIT FROM 'CCTV -P5-2' TO THE TELEPHONE TERMINAL BOARD .INSiDIE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR ADDITIONAL INFORMATION. OPROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR TTB SIZING AND EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW TWO INCH (11) CONDUIT FROM 'CCTV -P5-2' TO A POINT JUST INSIDE OF THE BUILDING A5 NOTED. THIS CONDUIT SHALL BE USED FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS IN THIS BUILDING. (Q) THE, ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (39 CONDUITS WITH PULL WIRE FOR FUTURE INSTALLATION OF THE, INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS: LABEL BOTH ENDS OF THE PULL WIRE. 11 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (U NEW THREE INCH. (39 CONDUIT WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, io$, CTV, DATA/TFL) IN THE CORPORATE HANGARS. LABEL BOTH ENpS.OF THE PULL WIRE. 12 TH.ELECTRICAL CONTRACTOR SHALL PROVIDE AND ,INSTALL A GRADE MOUNTED, PULE L BOX WHiCH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (1') ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -P5-3' TO IDENTIFY TH15 BOX, THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA, �3 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 (2') 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 (241) DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE "FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDIWz RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -F5-4' TO IDENTIFY T44I9 BOX THIIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. 14 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, AND INSTALL ONE (U NEW TWO INCH (21) CONDUIT FROM 'CCTV -PB -3' TO THE TELEPHONE TERMINAL BOARD INSIDE OF T14E 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, 16 ROUTE A ONE INCH (11) 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 FIRST UNIT WITHIN THE BUILDING AS NOTED FOR FUTURE INSTALLATION OF ACS, IDS OR CCTV CABLES. PROVIDE A PULL WIRE IN THE CONDUIT. ; j$ , t r».......,..u..vw......«..r....._-..,«..5cvw.rawrvaraxuaYanuc..a- -�- __..._._....,»......_ •,•.••v.-,-,wcm�w++....,. 1 I� ` "� ._......_____-_ M• W-PPPPPP-._._......_.__._'�-""�,� LlMETAD 51 I (TYPICAL TI - I CORPORAT HANGAR5 LY), 'CORPORATE' HANGAR 9 (BUILDING TYPE 3, TYPIAL i OF I THIS PHASE) Ud r-- I ILI 01 S ILI e_n 1 "CORPORATE' HANGAR, (BUILDING TYPE 1, Tl PI AL OF 2 THIS PHASE) i W z W Ly 0 NOT LARGE '80X' HANGAR - (ONLY ONE (1) IN PHASE SMALL 'BOX' HANGAR - (ONLY ONE (1) IN PHASE. 7 ._........_.,....rc-,..._.....__.__.-.-.�.....:._ccu.ww..m...v...n,+r.r..._,..,r_w..u.n......__�,..........a......w.+•mr..w>....ss....a_-ec.�_.._._._....�...`m�•n.._,.-..-__..._,_..._—._-._..____..._ CCTV-PB-IZa c E0 p/i)a 4 F ro i 'U - - I _ _.. _ _ -c 1 _' �....�..(a° _JII 3453 iiI! gs ,jtI 4-i, 4 i 4 6 40 t 5-4-11113442 •� " rte.. 1 4 I 1 i 1 i �. __ `I ��:aw i t 1 i i 1 1 g _.., g ��'�•1� Q i t t 1 i i -•,. Q � __+� I In ri Q 1 1 F I I w _-rai I , ire I i . _ia �,• 1 t r t .._ ,� �— ; _4, 15 i �ry 3 O �•-~ �j t t i a I ti Q _ii t 1 i g 1 1 ti i 1 T_ ! _ii i f t i g ' 1 45 I, ' u - 1 4�o t 15-4--6-1 F3_419 a, l 3452 1 1 ! + �..,.._... i I o 44 lq i m I I g m 1 t 1 1 1 i �; c ; v Q i 1 1 t I i I t 1 1 ! 1 t g 1 1 t 1 1 t c 12 �"` I m ; "--.__,.-""-'� _ 1 � _� � � _" i r r�•- i i 1 I i i --' i ; 1 1 9 _. • � --•c r-• # a, CCTV1 -4 --a—� 3451 I'E� t i '- ® O Qa �r ri �s__.___.__—_____._-_C i -t ci- a o---- �---- i -t � Q-tr--:• c,.•,...-�`_._•7-t •►- �•,_.'� i 1 i t d 1 c' f i'°.._°� i { 1 1 1 i m � {�•.e_3-, 1 i i t 1 i 's Mj. s i 1"k 3481 344 1 i i 1 1 m 1 1 i �� c { 3402 Q 1 4G 1 _. mss_._ _._s_c._ I 34"14 i s _._ _ 1 • IF 1 i i ' _y j I i g 1 r Q 9 t s �`— 1 �� E L -1 1 1 t 1 L -------- � I i 0 C 1 r - I yx._..,...,_...._,_.y ! t t..._-_Y....._,___.�Mµ r.. _i.__._�__,_.__.».y 1 t r._.__._..•.....___'i....•s r....,r°µ-•-..,_..__..-..__c 1 Q i� e_ 1 1 1 1 i 6 1 t 1 t t t i 1 1 1 t 1 1 t • gt 1 1 I t 1 g 1 9 I 3 t 1 t 1 1 1 t 4 1 i I 1 cOi `I`I L.-_ a I 1 ! S 1 1. 44 � +_ . i 4_ ! i �. .. 3461 1 1 41 i ,� __� ..Y� .®.i 34i3 I j 1 3452 1 l;- ;{ I 0 E Fw " °` �a ,,,i t i' �.._ c 1 1-•- - I t ; he I i -4�•• --�•y`� t t t � d- I i i � q r 4.4 i I i ! 9 i 1 glow: 9 i 1 1 s 9 °_.1 11 q 3412 1 1 t! 3483 1 3441 1 j ✓ FUTURE t I w I FUTURE d t v GAT N , 2 ( -21 GA No. 3 � I E o G TE G 3 (BUILD( TYPE 2, TYPICAL - -' �.' t �-_-i.,_..€ m CCTV -PB -2 ; GATE No. I (G -I) OF 1 THIS PHASE) cil �_�o R)TURE FUTUFE i I 1 1 C BULDNIX j I " 1 { 'F j ! � • B 1 •H. BULDIM FUEL IFUTl1FiE E� !, .. , iFUTUfiE G; _ - --I I RMJFE'Xi 1 V t_ 1 s i1 p I-, a 1 I 1 s i %�i 1 l ¢ i_,.. i g� ADNIX __ I__1•,_ii 1 c m i 1 i t € t 1 i ; ! I f C-2 0 i )- �8-2 I G-4 _ _.. ,.__ ! 1 t I `7 i 1 i 9 i ; i g ,- I6 D/TY g3 -g i -- C- ? i 1 9 �- a�a i I i i i g s I s O i t__ -i 1-. 1 o t i_. _� 1 t I F , / ® \IL -rd - E 1 j i I I_ I t r,• I )_ . ! g _Y i i i_ i, a.___.,, p 'o -- I i 1 i- j i I 1 t { t -- t P c -- C_7 1 { t _ ,•{ I I 1 { 3 "_"i i i i g g t g i L__ _1 g I i I I w DTV — Fc:--$ i ____ _- t ! I---1 t; t i S i j 1 i i ( § 1 i �,-J I i i u -t I I c s � i t L-•-! Q d i 1 4 � ..AA �• t I 9 I i 1 i i" ""• A -i A=2 4 B-� I t 1 t t i ! h- d y 1 i 1 j I i i t y 1 0 _ Dal— _} lig D/TY _9I , i s— i 1 i i I i i 1 i i y i._.1 g c g-9 1 I i I i w_ -g- __t B _. _...._ i I h ._ .y _ g i _ .� ; y 1 I O A_4 _ J C-12 I i i I t I r_ A 3 C] -•�---r 6 .._._,_.._-- _____._. _� � ' �_.._�,.__. � ! i i t 1 1 I Q I g i 1 , t 1 g 1 1 1 ) t ) ! ► ! 1 y `_' - I r^_-•I�•----------__--�_._1 g......�__._-..�---� ) i I m i 3. ..a�,w_.._.._I---� i 1 I g ! i ..�.__..-.._._4-•-s 1 j A_- -5A----&I JOR 1Co _ C-13 it I I g t i t -il -14 1 i 9 V C _I+ 1 i i i 1 -'d ! i 3 1 J t"y 3 4 Y _I -12 C-15 i I i r....i {9 t 1 Q Al FA ---ll A -'f A-8 i i W. 1 i i 1. sr 8-14 �� © i ! I-rvr••---Q 1 I I 1 .�_--•--t 1 i 3 t �.___, _.� 1 I' � o _.l ! Q_i i__� € , L__.. I I °_.. _..�i._...,__.,..i__• g .. �._........_ .... r� i i 1 -•y i I 1Fr- e ) w A-9 -IND I C-19 ;1 1 1 i i 4 i I I t i g v- g i g ( g t__ wt g 1 ) 1 i g i t 1 I i 1 1 i a 1 { g I 0 �-..�.. � t, _I ; t� ! i w_1 1 1 L- i. A 1 i -_ . c ! g _.._. �j l 1 9 �_ ---• -- •�i -�� _ B-1�y)-•--.... Y-1 �-_j,.,.-w..._,,.' �..i 3 1 _ �__�-I.-....r,__... -� 3�.__,_.a_ ;_._.3 i c •t-=- i l ii A-il A-12 I r,._{- __ I { r- --'s-" i t r-.••1-.._ i i i n: i C-22 i 1 1 t I 1 i L_,. 1 t t g 1 1 I t i r--�- A-13 A-14®2 2 i t i i 1 it ® 1` � ' •� Q ; 9 t<. 9 , 1 i i c 1 1 I 1 � <.�,,. �.� WNW" BUWQVGS B'LDNCS 1 I I I I I 1 I i I 1 i I °v LARGE 'T' 4 iANGAR s r f r (TYPICAL OF TWO 6 (2) IN PHASE iA)_r I E SMALL 'T' HANGAR {TYPICAL OF ONE o (I) IN PHASE IA) i O m - MASTER ELECTRICALSITE PLAN INSTALLED SYSTEMS W SCA1-E 'x ar a Y _ Y RA O U w. O U � -4 IL, 1-� O , ,y GW k Qa KURrrZKY I ARCHITECT, ►-t O AR0007981 ARCE11TECTURE U;.4O CONSTRUCTION ADM ISTRATION CONSULTANT P.O. BOX 681227 ONLANDO, FLANIDA 32856 W If -) 407 898-6854 407 898-7992 FAX 0 CCS r Q Cd 01 b G3 ,b r 0 ,0 0 d d • m c o 0 Q �oc° 134 ul y'°co c REVISIONS w aa' PA m ° � o w c6 r~ z +coi�q�oow rn to �cw44r,rk, DRAWN U � -4 IL, 1-� O GW Qa ►-t O W U;.4O �►i �1:4 W W If -) O 0 CCS r Q Cd b G3 ,b ,0 cd 4d 0 Q Cd 134 ul REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD H. CSO DATE OCTOBER 13 20M SCALE AS NOTED PROJECT NO. WPC -0301 MA lIffi ELECTF ICAL. WM PLAN - INSTALLED ViISIViYS SHEET a �c` NEW METER o TRANSFORMER No. I (T-1) (TDn NEW MANUAL TRANSFER SWITCH 9 I SANITARY LIFT STATION DUPLEX PUMP (2 0 3 Ham) CONTROLLER __-1L w VIEW MAIN DISCONNECT 0 10 J 1 o �o POWER. RISER DIAGRAM -SANITARY LIFT STATION NO SCALE' SHOW$ REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. SHOWS AR VIEW OF THE NEW MAIN!ISCONNECT SWITCH FOR PROVIDE NUTS, BOLTS AND LOCK THE LIFT STATION( AS NOTED_ WASHERS ON ALL FOUR (4) CORNERS OF THE DEVICE BEING ,MOUNTED (TYP.) PROVIDE A CONCRETE F OF THE KIND PROVIDE KINDORF CHANNEL A$ REQUIRES SUPPORT BETWEEN THE NEW METER, DISE CONCRETE POSTS. ANCHOR CONTROLLEtr THE KINDORF CHANNELS TO OR OTHER. M THE POSTS WITH ANICHORS p —I �,. `- i a AND BOLTS DRILLED INTO ELECTRICAL REQUIRED. 1 THE POSTS. THE ELECTRICAL o o 10 o- 0 ® i 01 o ® 0 0 O o o BE FOUR INC] CONTRACTOR SHALL BEMINIMUM AND pRACK RFOLRL$o NTHE I I ( I I a HEIGHT OF TI- THEEQUIPMENT TO BE MOUNTED v I I I TO NO MORE TW, AND SHALL PROVIDE THE' AT LEAST P. KINDORF CHANNELS ON a BOTH SIDES OF THE P05T5 ° p ( I v THE GROtINlD, AS REQUIRED.0 0 ® o o ® o o o o ® 0 0 p 4 F iii :__#�# ii:l= � • ill�.:�#I�#�i�_�. -._Iii .�_li� -�.�I � ..:� i11M._,#I�.�.i `� � i I�=.1 I.1,-_rI .. p� •. #.. �-I i �- �I ## I ; ' � ` �i I #.-- i i #-_.�I . .. i_y I l #_��_r� { ril it illr _II.I: iIi I '1 i#IW Lid- °�EdIlEEII--11 ilW�lii �Illw .i�i�oii TVI... Md I I d I I .1 i i H._.�1 11- I - III. , I, #, i i #�._w# i i i_�.i I i.� I °.p• i.�i 1 #I�i:#- -i I i.�I a 1�.� ...a I: �i I i;.�i �i�i�=i8lµ� �• I�Io i—il;�_i� •4 #Ii�I�iy... COMPACT SOIL AROUND CONCRETE POLE BASE NOTE: ALL METALS TO BE HOT DIPPED GALVANIZED, PRIMED AND PAINTED. SHOUTS FRONT. VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR CONCRETE ISLAND Bl' 3 GATE No. I (Cs -I) I.""� � GENERAL CONTRACTOR: v TO NEW PANEL 'C5', CIRCUITS 33:35:31 AND 31 2 Q ---- -- �'` E e i��//_GATE CONTROLLER g ' o 9 � or - V � v v o O. O ENLARGED ELECTRICAL SITE PLAN No.1 }*a15 SCALE. I` _: 5'-0' L 0 o' w c \--COMPACT SOIL AROUND CONCRETE POLE BASE TYICAL GRADE MOUNTED. RACK DETAIL (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) NO WALE ENLARGED ELECTRICAL SITE Q w. i PLAN No. 1 NOTES SANITARY LIFT STATION 0 0 I C �s a �c` NEW METER o TRANSFORMER No. I (T-1) (TDn NEW MANUAL TRANSFER SWITCH 9 I SANITARY LIFT STATION DUPLEX PUMP (2 0 3 Ham) CONTROLLER __-1L w VIEW MAIN DISCONNECT 0 10 J 1 o �o POWER. RISER DIAGRAM -SANITARY LIFT STATION NO SCALE' SHOW$ REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. SHOWS AR VIEW OF THE NEW MAIN!ISCONNECT SWITCH FOR PROVIDE NUTS, BOLTS AND LOCK THE LIFT STATION( AS NOTED_ WASHERS ON ALL FOUR (4) CORNERS OF THE DEVICE BEING ,MOUNTED (TYP.) PROVIDE A CONCRETE F OF THE KIND PROVIDE KINDORF CHANNEL A$ REQUIRES SUPPORT BETWEEN THE NEW METER, DISE CONCRETE POSTS. ANCHOR CONTROLLEtr THE KINDORF CHANNELS TO OR OTHER. M THE POSTS WITH ANICHORS p —I �,. `- i a AND BOLTS DRILLED INTO ELECTRICAL REQUIRED. 1 THE POSTS. THE ELECTRICAL o o 10 o- 0 ® i 01 o ® 0 0 O o o BE FOUR INC] CONTRACTOR SHALL BEMINIMUM AND pRACK RFOLRL$o NTHE I I ( I I a HEIGHT OF TI- THEEQUIPMENT TO BE MOUNTED v I I I TO NO MORE TW, AND SHALL PROVIDE THE' AT LEAST P. KINDORF CHANNELS ON a BOTH SIDES OF THE P05T5 ° p ( I v THE GROtINlD, AS REQUIRED.0 0 ® o o ® o o o o ® 0 0 p 4 F iii :__#�# ii:l= � • ill�.:�#I�#�i�_�. -._Iii .�_li� -�.�I � ..:� i11M._,#I�.�.i `� � i I�=.1 I.1,-_rI .. p� •. #.. �-I i �- �I ## I ; ' � ` �i I #.-- i i #-_.�I . .. i_y I l #_��_r� { ril it illr _II.I: iIi I '1 i#IW Lid- °�EdIlEEII--11 ilW�lii �Illw .i�i�oii TVI... Md I I d I I .1 i i H._.�1 11- I - III. , I, #, i i #�._w# i i i_�.i I i.� I °.p• i.�i 1 #I�i:#- -i I i.�I a 1�.� ...a I: �i I i;.�i �i�i�=i8lµ� �• I�Io i—il;�_i� •4 #Ii�I�iy... COMPACT SOIL AROUND CONCRETE POLE BASE NOTE: ALL METALS TO BE HOT DIPPED GALVANIZED, PRIMED AND PAINTED. SHOUTS FRONT. VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR CONCRETE ISLAND Bl' 3 GATE No. I (Cs -I) I.""� � GENERAL CONTRACTOR: v TO NEW PANEL 'C5', CIRCUITS 33:35:31 AND 31 2 Q ---- -- �'` E e i��//_GATE CONTROLLER g ' o 9 � or - V � v v o O. O ENLARGED ELECTRICAL SITE PLAN No.1 }*a15 SCALE. I` _: 5'-0' L 0 o' w c \--COMPACT SOIL AROUND CONCRETE POLE BASE TYICAL GRADE MOUNTED. RACK DETAIL (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) NO WALE XTY P 160A) RATEp AT 240 VOLTS ANp SHALL HAVE A. NEMA 3R ENCLOSURE. •m BUILDING OR SIDEWALK THE MANUAL TRANSFER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK WHICH WILL BE USED TO LOCK THE .5WITCH IN EITHER POSITION. DRAWN O APPROXIMATE LOCATION OF THE IN GROUND; FIBER OPTIC PULL BOX AS NOTED. c REFER TO THE 'MASTER ELECTRICAL 51TE PLAN -'INSTALLED SYSTEMS' FOR THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ° AMY HOLLOWAY ADDITIONAL INFORMATION. SIXTY AMP (60A), 240 VOLT, 2 WIRE, 5M, TW15T-LOCK RECEPTACLE IN A NEMA 3R CHECKED BOX WITH A WEATHER-PROOF COVER PLATE, PROVIDE A TWIST -LOCK MALE PLUG E HAROLD K CONDO i O REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR DATE CONTINUATION OF THE FIBER OPTIC CONDUITS. THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE, ROUTE A NEW ONE AND o OCTOBER 2004 ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3)'4 THU1N, CU. AND ONE (1) "6 oSCALE 10 PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED THU1N, CU., GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH. GATE CONTROLLER FOR ALL CONDUIT STUB -UPS. THE CONTROLLER SHALL BE s AS NOTED MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL BED ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 '' PROJECT NO. REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE THWN, CU. AND ONE (1) % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO r WPC -ow CONNECTIONS IN THE CONTROLLER THE LIFT.STATION..CONTROLLER AND PROVIDE CONNECTION AS REQUIRED. v II THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL UBAWMW� CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND RECMAL WM EQUIPMENT TO BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR ALL PEDESTRIAN 54PETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED IN_ANNo. 1, THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENTS. MYER T M f p i :. SHEET W I ENLARGED ELECTRICAL SITE POWER RISER DIAGRAM i PLAN No. 1 NOTES SANITARY LIFT STATION 0 0 I m a �) PROVIDE, INSTALL AND CONNECT A THIRTY -AMP (30A), 240 VOLT', 2 WIRE, NEMA 3R SOLID NEUTRAL (5/N), DISCONNECT SWITCH FOR THE HYDRAULIC GATE OPERATOR o THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS TO THIS TRANSFORMER 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 POUTER COMPANY. v CONSTRUCTION AD)@II.Sf MON OR JUST ANYONE OFF THE STREET. REFER TO THE 'TYPICAL GRADE MOUNTED CONSULTANT a RACK DETAIL' FOR ADDITIONAL INFORMATION. ROUTE A WEATHER-PROOF FLEXIBLE METALLIC CONDUIT FROM THE DISCONNECT SWITCH TO THE GATE CONTROLLER 2 THE LOCAL POWER COMPANY, FLORIDA POUTER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PAD -MOUNTED TRANSFORMER No, l (T-1) AS NOTED. THE o ORLANDO, FLORIDA 32858 AND PROVIDE CONNECTION TO MOTOR AS REQUIRED. THE TWO (29 POLE CIRCUIT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE 407 888-8854 SHALL BE USED FOR THE GATE MOTOR AND THE :51NGLE (1) POLE CIRCUIT SHALL BE LOCAL POWER COMPANY. USED TO PROVIDE POWER TO THE FIBER OPTIC TRANSMITTER AND THE FLOOD U LIGHT AS NOTED. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE; INSTALL AND CONNECT A NEW ONE o 2 ROUTE A ONE AND ONE-QUARTER INCH (1-1/4) CONDUIT WITH FIVE (5)10 THWN, o AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) "4 THM, CU. FROM THE TRANSFORMER SECONDARY TO THE METER AS NOTED. ° o CU. AND TWO (2) 10 THWN, CU. GROUNDS TO THE PANEL A5 NOTED. THE CONDUIT n SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA THE 4 THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE, LOCAL POUTER O U ` '02-0,A .m 00cc go�••o CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (369 BELOW �0 COMPANY FOR INSTALLATION OF THE NEW METER IF REQUIRED THE' ELECTRICAL 1p o co (5zo z THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK REFER TO THE PANEL CONTRACTOR $HALL PROVIDE THE METER BASE: g�aao , SCHEDULE FOR BREAKER SIZING. THIS PANEL IS LOCATED AT THE CORPORATE 2REfER 40— p� h ��vw b a HA14GAR BUILDING WITH THE 3448/3449 ADDRESS, TO THE 'MA5TER 5 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT ANEW ONE o tOCi� Ui°, 0coU ° ELECTRICAL SITE PLAN - POWER' FOR THE PANEL LOCATION. AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THWN, CU. AND ONE (1) v O PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE LONG RANGE U Wo THWN, CU.; GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH AS NOTED. PROXIMITY CARD READER REFER TO THE POLE MOUNTINC3 AND FABRICATION 0 DETAILS FOR ADDITIONAL INFORMATION. O PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION AS REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. O PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE CCTV CAMERA AND U THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL N � THE FLOOD LIGHT. REFER TO THE POLE MOUNTING AND FABRICATION DETAILS FOR BE 04 THWN, COPPER MINIMUM. CCS Y ADDITIONAL INFORMATION. O O ROUTE A ONE-HALF INCH (1/2) CONDUIT WITH FOUR (4) MO THWN, CU', FOR POWER Q 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 rel cd Y, 240 VOLT, 2 WIRE, 61N, NEMA 3R, FUSIBLE WITH SIXTY AMP CLA55 RK -5, °FAULT- W WHERE LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY SCHEDULE 40 PVC TRAP' FUSES.. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER w IF LOCATED THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE OR BELOW A INDICATING 'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A -RED ° 0 o� BUILDING OR 511DEWALK. BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK A5 REQUIRED A) O ROUTE A THREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE FIBER ba ADJACENT TO THE LIFT STATION CONTROLLER REFER t0 THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION, c a OPTIC CABLE($) BY OTHERS. PROVIDE A PULL -WARE IN THE CONDUIT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA THE U THEELECTRICALELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT NEW ONE CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY -51X INCHES (369 BELOW -A AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THUN CU. AND ONE (1) CU 0 "+ THE FIN15WED GRADE OR BELOW A BUILDING OR SIDEWALK 4-4 '6 THWN, CU., GROUND FROM THE MAIN DISCONNECT SWITCH TO THE °MANUAL Cd -1 ROUTE A THREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE ACCE65 O CONTROL SYSTEM (ACS) MULTI -PAIR CABLES) BY OTHERS. PROVIDE A PULL -WIRE TRANSFER SWITCH AS NOTED. 9 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL ANp CONNECT A NEW I � :-' c. IN THE CONDUIT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE U� MANUAL TRANSFER SWITCH O THE N E BACK OF THE RACK USED THE MAIN c 0 - LOCATED BELOW A TRAFFIC AREA THE CONDUIT MAY BE SCHEDULE 40 PVC IF DISCONNECT SWATCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE LOCATED THIRTY -51X INCHES (36') BELOW THE FINISHED GRADE= OR BELOUI A "C� U 51 AM L XTY P 160A) RATEp AT 240 VOLTS ANp SHALL HAVE A. NEMA 3R ENCLOSURE. •m BUILDING OR SIDEWALK THE MANUAL TRANSFER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK WHICH WILL BE USED TO LOCK THE .5WITCH IN EITHER POSITION. DRAWN O APPROXIMATE LOCATION OF THE IN GROUND; FIBER OPTIC PULL BOX AS NOTED. c REFER TO THE 'MASTER ELECTRICAL 51TE PLAN -'INSTALLED SYSTEMS' FOR THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ° AMY HOLLOWAY ADDITIONAL INFORMATION. SIXTY AMP (60A), 240 VOLT, 2 WIRE, 5M, TW15T-LOCK RECEPTACLE IN A NEMA 3R CHECKED BOX WITH A WEATHER-PROOF COVER PLATE, PROVIDE A TWIST -LOCK MALE PLUG E HAROLD K CONDO i O REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR DATE CONTINUATION OF THE FIBER OPTIC CONDUITS. THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE, ROUTE A NEW ONE AND o OCTOBER 2004 ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3)'4 THU1N, CU. AND ONE (1) "6 oSCALE 10 PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED THU1N, CU., GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH. GATE CONTROLLER FOR ALL CONDUIT STUB -UPS. THE CONTROLLER SHALL BE s AS NOTED MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL BED ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 '' PROJECT NO. REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE THWN, CU. AND ONE (1) % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO r WPC -ow CONNECTIONS IN THE CONTROLLER THE LIFT.STATION..CONTROLLER AND PROVIDE CONNECTION AS REQUIRED. v II THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL UBAWMW� CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND RECMAL WM EQUIPMENT TO BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR ALL PEDESTRIAN 54PETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED IN_ANNo. 1, THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENTS. MYER T M f p i :. SHEET W I i I ERIC KURTTZ AR0007981 ARCHITECTURE CONSTRUCTION AD)@II.Sf MON CONSULTANT P.O. BOX 681227 ORLANDO, FLORIDA 32858 407 888-8854 407 888-7992 FAX U U ` '02-0,A .m 00cc go�••o �0 o co (5zo z g�aao , 40— p� h ��vw b a tOCi� Ui°, 0coU U cd 0 U � CCS O � rel cd Y, 0 o� A) ba U CU 0 4-4 Cd I � U� - "C� U ••d O :+ o b 0 REVISIONS XTY P 160A) RATEp AT 240 VOLTS ANp SHALL HAVE A. NEMA 3R ENCLOSURE. •m BUILDING OR SIDEWALK THE MANUAL TRANSFER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK WHICH WILL BE USED TO LOCK THE .5WITCH IN EITHER POSITION. DRAWN O APPROXIMATE LOCATION OF THE IN GROUND; FIBER OPTIC PULL BOX AS NOTED. c REFER TO THE 'MASTER ELECTRICAL 51TE PLAN -'INSTALLED SYSTEMS' FOR THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ° AMY HOLLOWAY ADDITIONAL INFORMATION. SIXTY AMP (60A), 240 VOLT, 2 WIRE, 5M, TW15T-LOCK RECEPTACLE IN A NEMA 3R CHECKED BOX WITH A WEATHER-PROOF COVER PLATE, PROVIDE A TWIST -LOCK MALE PLUG E HAROLD K CONDO i O REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR DATE CONTINUATION OF THE FIBER OPTIC CONDUITS. THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE, ROUTE A NEW ONE AND o OCTOBER 2004 ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3)'4 THU1N, CU. AND ONE (1) "6 oSCALE 10 PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED THU1N, CU., GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH. GATE CONTROLLER FOR ALL CONDUIT STUB -UPS. THE CONTROLLER SHALL BE s AS NOTED MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL BED ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 '' PROJECT NO. REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE THWN, CU. AND ONE (1) % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO r WPC -ow CONNECTIONS IN THE CONTROLLER THE LIFT.STATION..CONTROLLER AND PROVIDE CONNECTION AS REQUIRED. v II THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL UBAWMW� CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND RECMAL WM EQUIPMENT TO BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR ALL PEDESTRIAN 54PETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED IN_ANNo. 1, THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENTS. MYER T M f p i :. SHEET W I i SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407)918-0395 s. 8 D Plans Review Sheet Date: 7/21/03 Business Address: Air Side Orlando /Sanford Airport Occ. Air Craft Hanger Type #3 /N.F.P.A. #409 Business Name: Orlando Sanford Airport Ph. (407) 322-5834 Contractor: Winter Park Construction Ph. (407) 644-8923 Fax. (407) 644-8923 Reviewed_ [X J' Reviewed with comment [ ] Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Reviewed as submitted (Hanger #2) 1.1 Application — Construction of 11, 900 sq ft type #3 hanger with one (1) hour fire wall with in 3,000 sq ft. 1.2 Exit door with in 75'sq. ft. and DA WF/SMASH doors meet exception L.S.C. 4.2.6.1 • Three (3) 4A60 BC fire extinguisher required (see blueprints) • Label building with number 6" (six) inch numbers contrasting in color • Exits Shall meet L.S.0 200142-2. 1. 0 Luminated, with emergency lights (unless hanger has skylights) and no has access to building during ours of no sunlight • Fire Department Final required 1 RECEnJ j U 2603 DA ■ ISON DESIGN GROUP, INC. Civil Engineering & Development Services Certificate of Authorization Number 6491 823 N. Thornton Ave Orlando, FL 32803 Ph: (407) 894-0691 Fax: (407) 894-3693 *i*i*i*i*i*i*i* te1S1 �A ` d y�d RECEnJ j U 2603 DA ■ ISON DESIGN GROUP, INC. Civil Engineering & Development Services Certificate of Authorization Number 6491 823 N. Thornton Ave Orlando, FL 32803 Ph: (407) 894-0691 Fax: (407) 894-3693 *i*i*i*i*i*i*i* te1S1 Z RECEnJ j U 2603 DA ■ ISON DESIGN GROUP, INC. Civil Engineering & Development Services Certificate of Authorization Number 6491 823 N. Thornton Ave Orlando, FL 32803 Ph: (407) 894-0691 Fax: (407) 894-3693 *i*i*i*i*i*i*i* DATE 25 JUN 2003 F " = 60' 0301X1 j M. Russell Davidson, P.E. Florida P.E. No. 31933 _ r I� Z CL HH'Lu a_ V� LU W 6i ®� J CL- M.6. Ce U® LU V) F ne U- C Z O DATE 25 JUN 2003 F " = 60' 0301X1 j M. Russell Davidson, P.E. Florida P.E. No. 31933 _ r I� Z CL a_ V� W 6i ®� J CL- M.6. Ce U® LU V) F ne U- C Z < U*) 1 D ( `®d Z N< 1e 0 DATE 25 JUN 2003 F " = 60' 0301X1 j M. Russell Davidson, P.E. Florida P.E. No. 31933 _ r I�