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1250-1271 Tarmac Way - NO PERMIT # (SANFORD AIRPORT AUTHORITY) HANGER (A)HORIZONTAL TRACK END HANGER BRACKET v (SUPPLIED BY DOOR INSTALLER) CLOSES ROLLER CHANNEL, INTERMEDIATE HANGER REQUIRED FOR DOORS 12'0' AND HIGHER MODELS 600, 600S, 60OV, 620 624, 630S 630V 634S 634V MAXIMUM SIZE: 12'2" WIDE x 18'0" HIGH NOTE: DOUBLE TRACK LOW HEADROOM, HI—LIFT TRACK, FOLLOW—THE—ROOF TRACK, AND VERTICAL LIFT TRACK ARE AVAILABLE OPTIONS. 3" TRACK ALSO AVAILABLE. DOOR HEIGHT `A' NUMBER OF SECTIONS NUMBER OF TRUSSES® 8'-0' 4 6 8'-3' THRU 10'-0' 5 8 10'-3' THRU 12'-0' 6 9 12'-3' THRU 14'-0' 7 11 14'-3' THRU 16'-0' 8 12 16'-3' THRU 18'-0' 9 14 DATE 6/24/98 3/23/00 11/2000 LISTED MODEL 600: 25 GA. STEEL SKIN NO INSULATION) HORIZONTAL TRACK MODEL 6005: 25 GA. STEEL .SKIN INSULATED W/ STEEL BACK SHEETS) 14 GA. MIN. MODEL 60OV: 25 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) MODEL 620: 20 GA. STEEL SKIN NO INSULATION MODEL 624: 24 GA. STEEL SKIN NO INSULATIONS MODEL 630S: 20 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) GALVANIZED STEEL MODEL 630V: 20 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) TM TRACK SECTI❑NS MODEL 634S: 24 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) REPORT 9606( VERTICAL — .060 MIN MODEL 634V: 24 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) — — VERTICAL TRACK CAN BE 3" x 20 GA. GALV. STEEL U—BAR. U—BARS ARRANGED EITHER BRACKET MOUNT, CONTINUOUS ANGLE OR INA 2-1-2-1 PATTERN. TWO U—BARS ON TODD—NUMBERED OPENING REVERSE ANGLE TRACK. SECTIONS AND ONE U—BAR ON EVEN NUMBERED SECTIONS. / HEIGHT ALL TRACK BRACKETS AND U—BARS ATTACHED AT EACH STILE WITH (2) 1/4" x 3/4" TRACK CLIPS ARE 12 GA. SELF—TAPPING SCREWS. OPTIONAL ALUMINUM FULL VISION WINDOW LITE 24- TYPICAL GALV. STEEL. BRACKETS AND SECTIONS AVAILABLE (1/8" DSB, 1/8" PLEXI,- 1/4" CTR—CTR CLIPS ARE ATTACHED TO TRACK WIRE, 1/2" INSUL.). FULL VISION SECTIONS TO WITH EITHER TWO 1/4" RIVETS 1 HAVE SAME REINFORCEMENT AS OTHER SECTIONS. 10' 1 _ OR ONE 1/4" BOLT & NUT. 3 -1/2 18 GA. MIN. GALV. PAINTED SIDE ELEVATION 18 GA. MIN. GALV. END CENTER STILE. DOORSTILE. FASTENED TO SKIN WITH TO STANDARD -LIFT TRACK DETAILS SKINAW TH TOG—L--OLOC TOG—L—LOC SYSTEM. SYSTEM. ' STEEL JAMBS A 3/16" MIN. MAY BE BACK— STEEL JAMB FILLED WITH CENTER 18 GA. MIN. GALV. NGE CONCRETE, BUT 2 2 TWO P❑INT FASTENED I WITH NOT REQUIRED. LOCKING (4) #14x5/8" SHEET METAL SCREWS. 1/8"x1" LONG SECTION 2-2 FILLET WELD (E60XX ELECTRODE MIN.). WELD ' 1 TO BE LOCATED VERTICALLY STEEL JAMBS ON ANGLE AT 24" I TYP I LHR TOP BRACKET CENTER AND TACK 12 GA. GALV. REVERSE I -44'I DOUBLE HORIZONTAL WELD TOE OF ANGLE AT OR CONTINUOUS ANGLE TRACK SAME SPACING. MOUNT TRACK FASTENED LMAX. DOOR WIDTH: 12'-2' DIRECTLY TO STEEL JAMB. WOOD JAMB ON CONCRETE CONCRETE JAMBS STEEL JAMBS WOOD JAMBS 2,000 PSI MIN 1/2"x3" MIN. DOUBLE TRACK CONCRETE 4C�NCIRE MIN EMBED LAG 3/16" MIN. STEEL SCREW. WASHER LOW HEADROOM OPTION 3/8' DIA. x 1-5/8' JAMB REQ'D. 24" MAX. MIN. EMBED SLEEVE O.C. TO SECURE ANCHOR BOLT. WASHER"xl-3/4" MAY BE BACK—FILLED 5/16'xl' LG. 2x6 WOOD JAMB INCL'D. 24" MAX. O.C.. EMBED TAPCON WITH CONCRETE, BUT SELF TAPPING TO WOOD BOTTOM SECTION REINFORCED WITH :''� •: TO SECURE 2x6 JAMBCRETE FASTENER. NOT REQUIRED FOR scREw.sTRucTURE. TEMPERED ALUMINUM EXTRUSION WITH TO CONCRETE.SHER REQ'D. SELF TAPPING SCREW. 24" MAX. O.C. C'SINK IF NEEDED. MAX. O.C. TO SECURE BRACKET MOUNT OR CONTINUOUS INTEGRAL RETAINER FOR FLEXIBLE SECURE ANGLE ANGLE TOANGLE MOUNT TRACK FASTENED VINYL ASTRAGAL CONCRETE. STEEL JAMB. YELTO 2x6 2 OR BETTER �— BRACKET MOUNT OR CONTINUOUS ONEL 9W16ixl-5NE 8TMANGLE MOUNT TRACK FASTENED LAG SCREW PER BRACKET SCALE - TO 2x6 #2 OR BETTER OR TRACK CUP LOCATION.��YELLOW PINE JAMB WWITH DATEONE 5/16"xl-5/8" LG. NTINUOUS THE DESIGN OF THE 10/3/95 LAG SCREW PER BRACKET ANGLE MOUNT TRACK /REVERSE OR CONTINUOUS 312 WALNUT STREET OR TRACK CUP LOCATION. FASTENED DIRECTLY ANGLE MOUNT TRACK SUPPORTING STRUCTURAL SUITE 1600 DRAWN BY, FASTENED DIRECTLY ELEMENTS IS THE RESPONSIBILITY CINCINNATI, OH 45202 MWW TO CONCRETE. 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, 63OV, 634S, 634V) 13 GA, GALV. STEEL STEP PLATE/ LIFT HANDLE — MOUNTED TO BOTTOM BRACKET 30TTOM ROLLER BRACKET OF 13 GA, 3ALV. STEEL, FASTENED WITH (4) #14 X 5/8' LG SHT. MTL. SCREWS CTION 1 — i 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..: I I MAX. SIZE, 11 12'2"W x 18'0"H DESCRIPTION M/N 600/620/624/630/634: +/-25.5 PSF DES. B 1 DRAWING NUMBER, REV, 101544 1 4 W e FEB /,7 2002 4 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH. A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION, METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA -337 2. SBCCi COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200115-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC -34 ADDL7nvAI NInTEC 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 CI FART Y INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY 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 NOTE 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" 8. NATIONAL BUILDING CODE OF CANADA. MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM -A529 OR A-572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A607 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (1 1 -13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED F'['113 ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL,,.1i0 OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB -SECTION 2203.2 AND 2203.3.) SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED,. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. DRAWING STATUS VNFOR APPROVAI- THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FDR PERMIT- VN 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 DRAWINGS. BUILDING DESCRIPTION: FNDWAII FRAME TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" 162'-8" /D--0" 16�-0' 1:12 MAIN FRAME MAIN FRAME 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 Cu PER / TBD JROOF NONE= BY MANUFACTURER 0 BY OTHERS M ROOF 0 WALL 0 UL -25= NO RECESS 26 Ga PER /TBD WALL SELF DRILLING SCREWS *ZINC CAPPED TAPE SEAL: TRIM: (1/8" POP RIVETS AT SPDCES) MEMBER ROOF( # 12 X I ) STITCH ROOF( # 14 x g ) ANCHOR BOLTS 3/8"QX 26 Ga TBD RAKE MEMBER WALL( # 12 X 1STITCH WALL( # 14 x e ) BYYOOTHERS 1" 0 26 Go TBD EAVE RAKE TO ROOF: STITCH RAKE TO WALL: STITCH WARRANTIES 26 Ca TDD GUTTER GUTTER TO ROOF: STITCH GUTTER STRAPS:STITCH MABY BUILDING NUFACTURER U.L. 90 No 26 Cu TBD DOWNS. CORNER TRIM: STITCH RAKE ANGLE: MEMBER f� 20 YR ROOF YES 26 Go TDD CORNER ADDITIONAL FEATURES: 20 YR WALL YES 26 Go TBD ACCESS. BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FL, BUILDING CODE THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DEAD I CAD 2,0 PSF ( FOR ROOF PANELS AND PURLINS > DRAWING INDEX CCI I ATFRAI DEAD I CAD - PSF ISSUE PAGE DESCRIPTION gCCF I IVF I CAD A Cl of I COVER SHEET PRIMARY FRAMING 12 PSF SECONDARY FRAMING 20 PSF A -ES-1 INSTALLATION PROCEDURES AUXII IARY I IVF I CAD - PSF GROUND SNOW I CAD - PSF ( Ce = - ) A Fl of 2 ANCHOR BOLT PLAN ROOF SNOW I CAD- PSF A F2 of 2 BASE PL DETAILS AND REACTIONS WIND I CAD 110 MPH, EXPOSURE C A El of 5 ROOF FRAMING PLAN SEISMIC ZONE,Ss = 0,113 ,S1 =015 A E2 of 5 SIDEWALL FRAMING Seismic Use Group I A E3 of 5 ENDWALL FRAMING Seismic Design Category A A E4 of 5 ENDWALL FRAMING Site Class A A E5 of 5 FRAME CROSS SECTION TMPORTANCF FACTORS Basic Structural System - Dual system with ordinary WIND LOAD 1.0 moment frames of steel & concentrically braced frames SNOW LOAD 1,0 Response Modification Factor (R) 4_5 SEISMIC LOAD 1.0 Deflection Amplification Factor (Cd) 4_0 Analysis Procedure — Equivalent Lateral Force MEZZANINE I CADS A Sl of 3 STANDARD DETAILS LIVE LOAD N/A PSF DEAD LOAD N/A PSF A S2 of 3 STANDARD DETAILS CRANE INFORMATION N/A A S3 of 3 HYDRO -SWING DETAILS i REVISIONS NO. DATE DESCRIPTION BY I ries IGINLER OF RECORD OVERALL PROJECT. metallic building company lid 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 770417 13) 466-7788 ZIP 77240 DESCRIPTION COVER SHEET SIZE SEE ABOVE CUSTOMER J.B. MATHEWS CO. 8Rarr TRACY FORREST v - LOCATION SANFORD, FL. I CAD BY Re SCALE I JOB NO. PH BLDG. DESC. SHEET N0. ISSUE NONE 0605-207062 " Cl of 1 A O OJ W w O `N O 0 0 O O O @@@ H 00 E@ 162'-8 0/0 STEEL O O 162'-8 0/0 STEEL O O O I rn I N 0 I N m rn 0 1 W U N m r`l I O O 0 6'-1 3/4 46'-11 1/2 2'-5 1/2 40'-11 1/2 13'-0 1/2 46'-11 1/2 6'-1 3/4 a P N - --- --- - - - - - �- --- --- �-- ----- - o - -- -- -- ------------- � O- --- ------------ -�- - -- -- O ---- _ I ' m mm� � -m- - - ------- - ----------- - - T- --- - - - - --- -- - rn m m m I � � 4,151 53'-7 54'-0 53'-7 1 5,14, N Ln O O OO I 0 m Q m- - - - - -- --- - - --lii O----------------I#,}� m --- - - - ----- - - ---m ' 0 I N d to O � O I - - - - - I I a 1 m m m mi- - - - - - - - - - - - - -- -i - - - - - - - - - - - - - - - - - - - - - - - - - - - -#1# ff CD I ¢ m o 415 53'-7 1 54'-0 53'-7 15, 4 � i N U l O i O 0 O m m SELL —N �ji' cli r7 C\jp O OFW O O O O ----- --m --------m�--- ---- -- -- m m---------- m m m ------------------------- ----- -------------------- N N al a 12'-1 3/4 40'-11 11/2 2'-5 1/12 40'-11 1/2 22'-10 1/2 40'-11 1/2 2'-3 3/4 162'-8 0/0 STEEL O O O I rn I N 0 I N m rn 0 1 W U N m r`l I O O 0 212 ( 3 1'-3 �'I � 212 212 I 1 J ¢ I I .SAL z a z 1 I F- w J CD m I 1 W J 3 Z 4 4 ¢ 8 w w �, � 2lzX l 2�z N 1-� BP -01 BASE PLATE DETAIL BP -02 BASE PLATE DETAIL BP -03 A. BOLTS VO I BASE P THK. '2" A. BOLTS 17'0 BASE P THK, 34" 8 SEE ANCHOR BOLT PLAN 212 212 •- 4 � - IL 'nI1 I J 0 m 0 0 x U z Q w Pi 1 -3 BASE PLATE DETAIL A. BOLTS 1"0 1 BASE P- TFiK. 34" 6 3 3 212 I 1212 4 !- BOLT PLAN SEE ANCHOR SEE ANCHOR BOLT PLAN ..- M 8 4 r 3 BASE PLATE DETAIL BASE PLATE DETAIL N BASE PLATE DETAIL BP -06 A. BOLTS 34„� BASE 12 THK. I2' BP -04 A. BOLTS 1"4 BASE 12 THK. 34" BP -05 A. BOLTS 1"0 BASE E THK. 34, 3 212 212 2'2 8 I I ¢ ¢ IDEWALL z -7� I 0J V 4 4 I w a_0 - - J m j I 1 < n -- Z W J z 0 = 4 4 z 8 Q SIDEWALL "' 1 I 8 2 '2 212 V-3 BASE PLATE DETAIL 3 BP -07 BASE PLATE DETAIL 1 BP -08 BASE PLATE DETAIL 3 BP -09 A. BOLTS 1' BASE P THK. a A. BOLTS VO BASE IP THK. 2 A. BOLTS 1' d [BASE P- THK. 4 a� o� Notice: REF. F.O. SIZE QTY. YU w� TYPE/REMARKS A Minimum of 1/4" Space Should be ID cno �-CD Allowed from the Sheet End to any Surface. FRAMED OPENING WIDTH F1 8'-6 X 8'-0 6 X O.H. DOOR (BY OTHERS) Steel Line OEQUAL EQUAL Wall Panel-�� � Member Screw i (6 12" O.C.) 134 134 Anchor (By Others) N Finished Floor <a v Formed Base Trim (BFL73) REF.: NS -62A FRAMED OPENING A.B. DETAIL Formed Base Trim Section SEC. A A. BOLTS 9-"O BASE P THK. '4 ri FRAMED OPENING SCHEDULE w/o Panel Recess Main Frame Reactions at Lines: 1,4 REMIONS NOTE: metallic building company ■ Z FOR APPROVAI - ® THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT NO. All reactions are shown in Kips N N A negative value, indicates indicates RS CT opposite direction opposite direction Franc SW Back SW Front SW k Hor + Hor + Hor + Mom + Hor Mom + Condition Grid Ver Har Mom OL A 1.4 0.5 0.0 OL F 2.7 0.0 0.0 OL J 2.7 0.0 0.0 DL N 1.4 -0.5 0.0 DL+LL A 5.2 2.3 0.0 DL+LL F 10.6 0.0 0.0 OL+LL J 10.6 0.0 0.0 OL + LL N 5.2 -2.3 0.0 0.6+01- + WLL A -5.6 -3.0 0.0 0.6101- + WLL F -11.3 0.0 0.0 0.6:01- + WILL J -6.7 0.0 0.0 0.61DL + WLL N -3.3 0.6 0.0 0.6:DL + WL2 A -2.8 -2.5 0.0 0.6:DL +WL2 F -6.0 0.0 0.0 0.61DL + 1hL2 J -1.4 0.0 0.0 0.61DL t W1-2 N -0.6 0.1 0.0 0.6101- + WTR A -3.3 -0.6 0.0 0.6101- + WLR F -6.7 0.0 0.0 0.6101 + WLR J -11.3 0.0 0.0 0.6101- + WTR N -5.6 3.0 0.0 0.6:DL + WR2 A -0.6 -0.1 0.0 0.61DL t WR2 F -1.4 0.0 0.0 0.6'DL + WR2 J -6.0 0.0 0.0 0.6/DL + WR2 N -2.8 2.5 0.0 OL + 0.751LL t 0.15/WLL A -0.5 -0.7 0.0 OL + 0.15111. + 0.751WL.L F -1.0 0.0 0.0 DL + 0.751LL + 0.75:WLL J 2.4 0.0 0.0 DL + 0.751LL + 0.751WLL N 1.2 -1.1 0.0 DL + 0."75:LL t 0.ij:& A 1.5 -0.3 0.0 OL + 0.75 LL + 0.75 M-2 F 3.0 0.0 0.0 OL + 0.751LL t 0.751W'L2 J 6.4 0.0 0.0 OL + 0.751LL 1- 0.751WL2 N 3.2 -1.5 0.0 DL t 0.75'LL t 0.7511,4LR A 1.2 1.1 0.0 DL + 0.75:LL + 0.151WLR F 2.4 0.0 0.0 DL + 0.751LL + 0.751WLR J -1.0 0.0 0.0 DL + 0.751LL + 0.751WLR N -0.5 0.7 0.0 OL + 0.7511-1- + 0.751WR2 A 3.2 L5 0.0 OL + 0.751LL i- 0.751WR2 F 6.4 0.0 0.0 DL + 0.7511-1. t 0.751WR2 J 3.0 0.0 0.0 OL + 0.7511-1. t 0.75:WR2 N 1.5 0.3 0.0 DL + HSD A -1.9 -1.3 0.0 DL + HSD F -3.0 0.0 0.0 DL + HSD J -4.3 0.0 0.0 OL + HSD N -0.7 1.3 0.0 Main Frame Reactions at Lines: 2,3 REMIONS NOTE: metallic building company ■ Z FOR APPROVAI - ® THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT NO. DATE All reactions are shown in Kips QA N A A negative value, indicates RS CT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR opposite direction Front SW k Back SW I Hor + DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. ®FOR PERMIT- THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY Hor + Morn + M �i DESCRIPTION BASE PLATE DETAILS RECACTIONS / F Mom t �i Condition Grid Ver Har Mom DL A 2.0 0.8 0.0 DL F 3.9 0.0 0.0 DL J 3.9 0.0 0.0 DL N 2.0 -0.8 0.0 OL+LL A 9.4 4.1 0.0 DL + LL F 19.4 0.0 0.0 OL+LL J 19.4 0.0 0.0 DL + LL N 9.4 -4.1 0.0 O.61DL + WLL A -11.2 -6.0 0.0 0.61DL + WLL F -22.6 0.0 0.0 0.6101- + WLL J -13.8 0.0 0.0 0.6101- + WLL N -6.8 1.3 0.0 0.6101- + WI -2 A -5.8 -5.0 0.0 0.61OL + WI -2 F -12.4 0.0 0.0 O.61DL + WL2 J -3.5 0.0 0.0 0.61DL + WI -2 N -1.5 0.2 0.0 0.61DL + WLR A -6.8 -1.3 0.0 0.61DL + WLR F -13.8 0.0 0.0 0.6:DL + WLR J -22.6 0.0 0.0 0.61DL + WLR N -11.2 6.0 0.0 0.6% + WR2 A -1.5 -0.2 0.0 0.61DL + WR2 F -3.5 0.0 0.0 0.61DL + WR2 J -12.4 0.0 0.0 0.61DL + WR2 N -5.8 5.0 0.0 DL + 0.751LL + 0.75"WLL A -1.7 -1.6 0.0 DL + 0.75111- + 0.151WLL F -3.2 0.0 0.0 DL + 0.751LL + 0.751WLL J 3.5 0.0 0.0 DL + 0.751LL t 0.751WLL N 1.6 -2.0 0.0 DL + 0.75111- + 0.751M2 A 2.3 -0.8 0.0 OL + 0.7511-1- + 0.751WL2 F 4.5 0.0 0.0 DL + 0.751LL + 0.751WL2 J 11.1 0.0 0.0 OL + 0.751LL + 0.751WL2 N 5.6 -2.8 0.0 DL + 0.75/LL + 0.751WLR A 1.6 2.0 0.0 DL + 0.751LL + 0.751WLR F 3.5 0.0 0.0 DL + 0.7511-1. + 0.75:WLR J -3.2 0.0 0.0 DL + 0.751LL + 0.751WLR N -1.7 1.6 0.0 DL + 0.7511-1- + 0.751WR2 A 5.6 2.8 0.0 DL + 0.75:LL + 0.751WR2 F 11.1 0.0 0.0 DL + 0.7511-1- + 0.751WR2 J 4.5 0.0 0.0 DL + 0.7511-1- + 0.75"WR2 N 2.3 0.8 0.0 LOAD 23.77K X ! 16.5K 1 16.5K SIDEWALL BRACING REACTIONS at LINES A & N INTERIOR COLUMNS 4.32K > I MAXCOLUMN REACTIONS at LINES 1 & 4 (HORZ. SHEAR) nT THE ENGINEER OF RECORD I FOR THE O'&RALL PROJECT. DRAWING STATUS REMIONS metallic building company ■ Z FOR APPROVAI - ® THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT NO. DATE DESCRIPTION BY CK'D A 03/06/03 FOR PERMIT / APROVAL RS CT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIR14EW • HOUSTON, TEXAS • P.O. BOX 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. ®FOR PERMIT- THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DESCRIPTION BASE PLATE DETAILS RECACTIONS / k SIZE SEE SHEET Cl�i CUSTOMER J.B. MATHEWS CO. a ° TRACY FORREST T LOCATION SANFORD, FL. CAB BY RS DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR OONSiRncnOrl DRAWINGS. DRN. 0Y CK'0 BY GATE SCALE P1ONE JOB N0. 0605-207062 PH BIDt SSC. SHEET N0. F2 Of 2 7ISSUEFINAL �Lt 1'-3 .zn —11- R.iFI 2MIv1- 83EL2MM- rsC12 rvo ELEVATION @ LINE "A" FRONT SIDEWALL 4 3 AIM 7AAAA- u 83FI 2MM- 83EL2MM- 1'-3 SHEETING @ LINE "A" FRONT SIDEWALL 1'-3 82Z3GG- 82Z3GG- 2Z3GG- 82Z3GG- TYP.U.N. 82Z3GG- TYP.U.N. TYP.U.N. 82Z3GG- TYP.U.N. TYP.U.N. 21'-9 24'-0 21'-9 ELEVATION @ LINE "A" FRONT SIDEWALL 4 3 AIM 7AAAA- u 83FI 2MM- 83EL2MM- 1'-3 SHEETING @ LINE "A" FRONT SIDEWALL 1'-3 ELEVATION @ LINE "N" BACK SIDEWALL SHEETING @ LINE "N" FRONT SIDEWALL 8 -6 I1 - 6 8'-6" 82Z3GG- TYP.U.N. 2Z3GG- 82Z3GG- TYP.U.N. 82Z3GG- TYP.U.N. 21'-9 24'-0 21'-9 ELEVATION @ LINE "N" BACK SIDEWALL SHEETING @ LINE "N" FRONT SIDEWALL O O SHEETING @ LINE 1 LEFT ENDWALL g'-6 I 1'-0 3/4 82Z6GG— TYP.U.N. 12'-1 3/4 20'-5 3/4 (@ 0 ELEVATION @ LINE 1 LEFT ENDWALL 82Z6GG— TYP.U.N. 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. 20'-5 3/4 2'-5 1/2 20'-5 3/4 E6 0 1'-9 3/4 8'-6 3'-0 8'-6 I 1'-0 3/4 82Z2GG— 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. TYP.U.N. 20'-5 3/4 22'-10 1/2 20'-5 3/4 162'-8 0/0 STEEL 0 0 0 DRAWING STATUS FOR APPROVAI• THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PFRMIT- THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CION STRCIT ON• FINAL DRAWINGS. 82Z2GG— TYP.U.N. 20'-5 3/4 82Z6GG— TYP.U.N. 2'-3 3/4 B A ul NOTE_ THE UNDERSIGNED IS f NOT THE ENGINEER OF RECORD FOR THE OiERALL PROJECT. REVISIONS metallic buildin) company ; J I 7301 FAIRVIEW •HOUSTON, TEXAS P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DATE DESCRIPTION BY CK'D '06/03 FOR PERMIT / APROVAL RS CT DESCRIPTION ENDWALL FRAMING PLAN SIZE SEE SHEET Cl MAR 1 7 .903 CUSTOMER J.B. MATHEWS CO. YNQi TRACY FORREST f LOCATION SANFORD, FL. CAD BY RS DRN. 7 CK'D BY DATE I SCALE NONE I JOB N0. 0605-207062 17[LDG OESC. (APHA) SHEET N0.ISSUE E3 of 5 A I (V O I PI) 0 o I C° o_ I i� I r� 82Z6GG- TYP.U.N. SHEETING @ LINE 4 RIGHT ENDWALL 82Z2GG- TYP.U.N. 6'-1 3/4 15-8 3/4 15-6 0 0 ELEVATION @ LINE 4 RIGHT ENDWALL 82Z6GG- TYP.U.N. 2'-8 3/4, 8'-6 V-9 3/4 82Z2GG- 82Z2GG- 82Z2GG- 82Z2GG- 82Z2GG- TYP.U.N. TYP.U.N. TYP.U.N. TYP.U.N. rYP.U.N. 15-8 3/4 13'-0 1/2 20'-5 3/4 20'-5 3/4 2'-5 1 /2 15'-8 3/4 162'-8 0/0 STEEL 0 0 82Z2GG- TYP.U.N. 15'-6 82Z6GG- TYP.U.N. 15-8 3/4 6'-1 3/4 0 0 z 3'-418 3'-4'8 3'— 416 1'-0 1 /2" (8) 34 X 24 A325 BOLTS O CROSS SECTION @ LINES 1-4 81'-738 14©5-0136 (8) 1 X 2 (4) 1 X 2 A325 BOLTS A325 BOLTS SYM. 1'-4 (8) 1 X 2 A325 BOLTS 54'-4 OUT OF STEEL TO CL OF COLUMN 54'-0 CL TO CL OF COLUMNS 81'-4 STEEL LINE TO RIDGE 84'-3 13/16 OUT TO OUT OF STEEL LINE O Stitch `. At 20" 12" 12" 12' Stitch At 20' Base Eave, Rake And Intermediate Girts Member Fastener Spacing 12" 12" 12" Panel End Laps Only Member Fastener Spacing Fastener Location "PBR" Panel At Wall NS0001 NOTE: B Pattern i are 1/2" x 1" Stitch `. At 20" 12" 12" 12' Stitch At 20' Base Eave, Rake And Intermediate Girts Member Fastener Spacing 12" 12" 12" Panel End Laps Only Member Fastener Spacing Fastener Location "PBR" Panel At Wall NS0001 NOTE: B Pattern All Bolts are 1/2" x 1" A307 M. Bolts (Typ. U.N.) Zee A 8" 2" to" 3" 12" 4" Lop B Pattern Long 1 -2 3 4' LL Extra Long 2-- 53 4 XX Super 3 -1 3 4' UU B B 2'-4 2'-4 1 3/4 2 2 Purlin Clip 1 3/4 3/16" V 3' /-E-3/16" x 6' x 0'-7" Additional Flange Brac� Flange Brace (As Required) 9 Rafter ta; O' L 2 x 2 x 14Ga. w/(1) 1/2"' x 1" M. Bolt at Clip Flange Brace Clip PL -3/16" x 3" x 0'-3" Interior Bay PurlinZGirt Framing NS0006B Downspout Pop Rivet NS0010 Shop Pro Overflow Field Bend I 12" 12" 12 Strap(Typ.) Anchors Column Flange °ke 10" 2" 1O" 2" 1O" 2" Not l Metal {`— Building MFC. Member Screw Downspout (2) #12 x 1 1/4" (TYP•) Impax 45 Detail "A" 1 "PBR" Panel "PBA" Panel Mosonry Wall Column Flange Panel Fastener Locations At Wall Members Downspout fo Wall Attachment J�5 Except As Noted Below Back Leg o� 12 12 12' dobe ut 2" 8" 2" 2" 8" 2" 2" 8" 2" 2" FBendCDo & cutter aQ Downspout Strap Spacing 10'-0 O.C. Maximum _ L _ _____ Rake Angle Detail "A" J' Pop Rivet (Typ.) Field Cut and Field Rake Trim Eave Member Peak Member, &Panel End Laps Bend Gutter Tabs Downspout Panel Fastener Locarions Into Downspout Member 411 +_- Downspout to Eave Gutter Attachment Screws Roof Panel �� Member Screw Tape Tape Seal Canopy or Tape Seal —� .;_------ Stitch Screw For Roof Onl Downspout / at 12" D.C. At 20" �O.C.( %) Offset Downspout Downspout Sitrap 3/8 X 3/32 [hick STD.) Lop Po Rtivet j Roof Purlin p Overflow Slot Gutter Lap Detail (Metallic) _(4) Stitch Screws �•Y°p 104 Stitch Screw ut 12' O.C. Tape Sed (Cont.) — Roof Panel See Erection Drawings for Dimension 1/4 Member Screw (One) Each Purlin �— Purlin Rake Angle —\ I 0 (2) 1/2" X I" M. Bolts Flange Brace Endwall Column (Shape Varies) Main Frame Rafter See Erection Drawings for Clip Piece Mark and Quantity of Bolts Section Thru Rake at Main Frame Flush Endwall NS0013 Panel Stitch $crew AT 20 O.C. Membgr $crew 1 -0 O.C. Remove Bearing Leg Corner Trim (BFL830) Panel stitch screw —/ Detail "A" Pop Rivet Syplice at 12" O.C. II ( (If Rreq d) Downspout Strop Outside Closure Note: C' Section Thru Panel End LaosScrew Patterns Shown Downspout / 11/4 Wall Panel Satisfy U.L. 90 Requirements Downspout w/ Kickout✓//� For Roof w/ Kickout Finish Floor Section Thru Rake Trim Fastener Location For "PBR" Roof Panel "R" and "PBR" Roof Downspout Detail (Metallic) "PBR" Panel Outside Corner Trim NS0002 NS0009 INS0011A INS0015 REVISIONS NOTE: NO. DATE DESCRIPTION BY CK'D I. These drawings are intended to depict general installation of itern(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. a a Detai s A 03/O6/D3 FOR PERMIT /APPROVAL RS CT Customer: J.B. MATHEWS CO. End User: TRACY FORREST IrIA I 710 Location: SANFORD, FL. Det. By I Chk ByDate Scale Building ID Job Number Sheet Number Issue 03/ /03 N.T.S. 0605-207062 S-1 A Hillside Washer Flat Washer Hex Nut Back Up Plate Note INS0053 '-- Eye Bolt Web of Frame Cable Brace to Frame Connection Note: Shop welded Back Up Plate may be located at either side of the web. (If Requied By Design) Notice: A Minimum of 1/4" Space Should be Allowed from the Sheet End to any Surface. Steel Line Wall Panel Stitch Screw (3 Required) Gutter (BFL46) Eave Strut Wall Panel LOW EAVE DETAIL Gutter — 1 1/4" Wall Panel — POR Roof NS0172 Low Eave MT Gutter Shtg EAVE GUTTER (BFL46) RAKE TRIM (BFL50) (14) POP RIVETS (7) POP RIVETS — (2) BEADS TUBE L (3) STITCH SCREWS I SEAL (42") (2) BEADS TUBE ENDWALL SEAL (18") GIRT NVO Locate the Gutter End Cap 1 1/2" from the end of the Gutter. Apply one bead of Tube Sealant between the End Cap surface and the Gutter. Attach the End Cap to the Gutter using (14) 1/8" Pop Rivets. Check to make sure all edges are sealed with Tube Sealant. Insert the Gutter into the Rake Trim. Align the mitered edges and attach to the Rake Trim with 1/8" Pop Rivets. Gutter to Rake Miter Detail (Metallic) 11:A NOTE: 2" MIN. LAP Gutter Strap LOW SIDE EAVE TRIM (BFL58) HIGH SIDE EAViE TRIM (BFL54) at 48" O.C. (7) POP RIVETS SEAL (13") (BFL893-12) o 0 0 SEAL (14") Stitch Screw ut 6" O.C. Inside Closure w/ (IF REQ'D) Continuous Tape 3 1/2:' Seal Top & Bottom 31/4 Roof Panel I Panel Cap Trim —� (BFL271) Pop Rivet (2) For 10'-2" Trim t (3) For 20'-2" Trim Cable Brace Member Screw 0 6" O.C. Fastener #14 1/8 x 3/16 Pop Rivet S.S. Member Screw ® 12" O.C. 12" O.C. Gutter (BFL46) Eave Strut Wall Panel LOW EAVE DETAIL Gutter — 1 1/4" Wall Panel — POR Roof NS0172 Low Eave MT Gutter Shtg EAVE GUTTER (BFL46) RAKE TRIM (BFL50) (14) POP RIVETS (7) POP RIVETS — (2) BEADS TUBE L (3) STITCH SCREWS I SEAL (42") (2) BEADS TUBE ENDWALL SEAL (18") GIRT NVO Locate the Gutter End Cap 1 1/2" from the end of the Gutter. Apply one bead of Tube Sealant between the End Cap surface and the Gutter. Attach the End Cap to the Gutter using (14) 1/8" Pop Rivets. Check to make sure all edges are sealed with Tube Sealant. Insert the Gutter into the Rake Trim. Align the mitered edges and attach to the Rake Trim with 1/8" Pop Rivets. Gutter to Rake Miter Detail (Metallic) 11:A NOTE: 2" MIN. LAP NOTE: 7' MIN. ILAP LOW SIDE EAVE TRIM (BFL58) HIGH SIDE EAViE TRIM (BFL54) �� �— (2) BEADS TUBE (7) POP RIVETS SEAL (13") (2) BEADS TUBE o 0 0 SEAL (14") (6) POP RIVETS �T d M w Member Screw (® 12' O.C.) NOTE: 2" MIN. LAP Anchor (By Others) Finished Floor NOTE: 2" MIN. LAP ;CREWS Cf] SHEETING ANGLE 1'-3" A 4 A co 5'-0 O.C. Max. (4) 1/2"0 x 1" A307 Bolts Strut Spacer 33 4 Strut Purlin Fastener #12 x 4 SD (31 Req ) SC -12 FOR 8" SIDEWALL GIRT SC -61 FOR 10" SIDEWALL GIRT SC -62 FOR 12" SIDEWALL GIRT GIRT DEPTH POtIM7"A" DIM"B" NS0087 2'-11 3/4" 4 MAIN FRAME co o 3" 1 1 4 COLUMN o 0 0 2 l"74 FLANGE BRAC d M w (IF REQ'D) 31/4 I � N ------------------ SC -12 FOR 8" SIDEWALL GIRT SC -61 FOR 10" SIDEWALL GIRT SC -62 FOR 12" SIDEWALL GIRT GIRT DEPTH POtIM7"A" DIM"B" B" 1 4 10" 3" 1 1 4 12" 4" 2 l"74 SIDEWALL GIRT Formed Base Trim NOTE: USE 1/2" DIA. X I' A307 BOLTS AS SHOWN (BFL73) Formed Base Trim Section CORNER DETAIL @ MAIN FRAME ENDWALL w/o Panel Recess METALLIC TRIM LAPS (FLUSH SIDEWALL AND ENDWALL) NS0062A NS0080 NS0124 NOTE.- 1. OTE:I. These drawings are intended to depict general installation of item(s) described above. Some items) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications i \_ Strut Purlin A Bay a" Strut Purlin Strut Purlin Fastener 12 x 1 1/4 SD Strut Spacer �3 Rey d) (See Chart) Section A PurIfnWMark8 10 12 Strut Purlin (1nterior) COLUMN SIDEWALL OR ENDWALL GIRT (TYP.) 4 4 USE SC -3 COPS 5 5 USE SC -56 COPS 6 6 USE SC -57 CUPS (2 BOLT GIRT CONNECTION REQUIREMENT) COLUMN SIDEWALL OR ENDWALL GIRT (TYP.) ------------------------------ r-'- --- -------------------_. 4 4 USE SC -16 CLIPS 5 5 USE SC -72 CUPS 6 6 USE SC -73 CLIPS (4 BOLT GIRT CONNECTION REQUIREMENT) NOTE: USE 1/2' DIA. X 1" A307 BOLTS AS SHOWN SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL NS0125 REVISIONS NO. DATE DESCRIPTION BY CK'D "1 ^^ ^^ I� d a rd Detad s A 03/06/03 FOR PERMIT / APPROVAL RS CT ���fl u� Customer: J.B. MATHEWS CO. End User: TRACY FORRESTA� 7 '(111' Location: SANFORD, FL. G - Det. By I Chk By Date Scale Building ID Jab Number Sheet Number Issue 03/ /03 N.T.S. 0605-207062 S-2 A (4) 5/8"4 x 1 1/2" Rake Angle r A325 Bolts RAI W8x21 Purlin W8 Brace Beam Beyond ---------- -- (3) 5/8"0 x 13/4" ° ° per Design .n f (1) L 3"x 3"x 1/4" Brace w/(3) 5/8"0 A325 Bolts 45' Tube Header o` 5/8"0 x 1 3/4" m ® ° A325 Bolts (Typ.) o © ° Double Angle Brace O° 4 x 4 x 1/4 Hinge o 0 C G'S o Hydro Swing l Framing HYDRO SWING Bi—Fold Door Brace Beam Connection Brace Beam 12 Roof Slope Purlin (Typ.) 5/8"0 x 1 1/2" A325 Bolt Single Angle --J Brace 5/8"0 x 1 3/4" A325 Bolt BraceBeam Double Angle7,A325 BraceOptional5/s"0 x 1 I/2" Bolt View "A" HYDRO SWING Bi—Fold Door Anale Brace Connection to Brace Beam Column 1/2" Flange Clear Opening + 5" Jamb Column Width I Hydro Swing Door Jamb Framing (Per Design) I – Hydro Swing i Door Fastener #6 II 12-24 x 1 1/4" Tek 4.5 At 20" O.C. I I I Steel Line Wall Panel <Field Weld (Profile May Vary) 1/2" Flange Width Plus 2' 1/2" Jamb Trim BFL22 HYDRO SWING Bi—Fold Door Stub Column to Tube Header Connection BFL24 Stub Fastener #6 i Column 12-24 x 1-1/4 n Beyond Tek 4.5 @ 12" O.C. — __:___Field Weld' BFL850 BFL24 I II IM I' ® I --------------------- ----------------------- , ------------------i ® j `I i in e► I,I O ® Hydro Swing € Framing --_--_-_- - I Tek 4.5 @ 12" O.C. v ® Fastener6 # 0 12-24 x 1-1/4 io Tek 4.5@12"O.C. HYDRO SWING Bi—Fold Door Top Rubber Detail ✓��y,�'`�---M-.w... Mfm. - - - ..h..�:r�:..«.,w.QRNATSN,.N Wind Velocity (mph), 110 GENERAL CONDITIONS AND NOTES FOUNDATIONS a 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED Client Name Tracy Forrest Job Description Sanford Hangers AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO INTERNATIONAL, LLC • ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN (ft) 20 THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. Large Box Hangers THE STATE OF FLORIDA. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS XF THE JOBSITE PRIOR TO COMMENCING WORK. 2• ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE -21.2 CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT Overhead Garage FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION 4 PRIOR TO COMMENCING WORK. 8 CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CON'TRACT'OR. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, 3• SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. 3.33 SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER 4• ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. #REF! WORK. 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR V O BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF '0 REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. m w THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO t •i- BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFI'ERENT DETAIL IS SHOWN. THE 1:1 door size °c CONTRACTOR SHALL CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION CAST IN PLACE CONCRETE z. OF A DETAIL OR CONSTRUCTION ISSUE. 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 46-0" x 14'-0" ovhd SLAB ON GRADE AND FOOTINGS 3000 PSI 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 2001 REMAINING CONCRETE 3000 PSI Mtl EDITION OF THE FLORIDA BUILDING CODE. IT IS DESIGNED TO WITHSTAND 120 MPH EXPOSURE B WIND LOADS. MINIMUM 2• ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENTS, AND A MAXIMUM � DESIGN PRESSURE FOR OPENINGS IS +25.9, -28.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL WATER/CEMENT RATIO OF 0.58. APPLICABLE LOADS. DESIGN WIND LOAD IS 120 MPH WITH SHAPE FACTORS. NET UPLIFT DESIGN PRESSURE SHALL BE 30 3• CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR PSF. DESIGN ROOF LIVE LOAD IS 20 PSF With Translucent Panel and Hydrolift and METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF AC1318 8. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTNI A-615 GRADE 60. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL: BE C CONCRETE" AC1318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI301. BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. 6. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED, HOOKS 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE I SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. electric garage door opener SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO THE 7• CONTRACTOR SHALL PROVIDE SPACERS CHAIRS BOLSTERS ETC. TC NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC 'PIPPED OR STAINLESS REMOVED OVE AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. � l V STEEL. 11. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN 8• CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS Prefin AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, O'T'HERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. SPECIFIED OR NOTED SHALL BE PROVIDED. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, HC 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL Wood 2" CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER. 11/2" ALL OTHER CASES 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE lwyp ACCUMULATE. NOTED ON THE DRAWINGS. 14. CONTRACTOR'TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE 15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE � CROSS WIRE WITHIN THE 8". ALTERNATE FIBERMESH REINFORCING SHALL BE COMMERCIAL GRADE. I DATA AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL 12• CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION OTHER TRADES BEFORE CONCRETE IS PLACED. ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP T VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE v�1 SHALL BE PROVIDED. RESPONSIBILITY OF THE CONTRACTOR. i. 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED 16. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE CONCRETE STRUCTURES" ACI315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS. OWNER. 15. CON'TRAC'TOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED 17. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER P•1 INS'T'ALLED PRIOR TO PLACEMENT OF CONCRETE. � FOR THE CONTRACTORS USE. 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE. O 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT. FLORIDA BUILDING CODE, 2001 C DESIGN PRESSURES FOR OPENINGSt.°` Mfm. - - - ..h..�:r�:..«.,w.QRNATSN,.N Wind Velocity (mph), 110 Company Eric Kuritzky, Architect Importance Factor 1.00 ® Prepared By Eric Kuritzky, Architect Exposure Category C Internal Pressure Coefficient+ 0.18 STRUCTURES Client Name Tracy Forrest Job Description Sanford Hangers Mean Roof Height INTERNATIONAL, LLC • o (ft) 20 ®� Large Box Hangers Building Width (ft) 60 Building Length (ft) 163 Roof Slope (x:12) 1 --- Job Number 23005.0 OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEV. (ft) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) MAXIMUM POSITIVE PRESSURE (psO MAXIMUM NEGATIVE PRESSURE (plsf) A Overhead 5 7 46 14 o -20.2 B Overhead w/ mandoor 4 7 40 14 .18.7 - 19.0 -21.2 C Overhead Garage 4 4 .8.5 8 24.5 -26.6 D Hollow metal door 4 3.33 3 6.67 #REF! #REF! m E a 4� V O '0 Width of Edge Strip (a) in feet = 6 i E i i P.O. BOX 591227 +- ORL NDO, FLORIDA 32856 -^ O 0 40'l� 8g8-8854 0 (407) 898-7982 FAX c o 3 ' I C .k m a o X 0 I L .._�..�`-r�=::Ca'R•�'��cRT IIID S1 ' "PREm"IL .1V l -f �1�°" DOOR SCHEDULE P.O. BOX 591227 +- ORL NDO, FLORIDA 32856 -^ O 0 40'l� 8g8-8854 0 (407) 898-7982 FAX c o 3 sn N m a o X m � 4, � •pw� C m E a 4� V O '0 m w m t •i- 1:1 door size °c � °v .� bu z. 5 remarks A 46-0" x 14'-0" ovhd m rn Mtl Prefin Mtl m L With Translucent Panel and H drolift � O ^ With Translucent Panel and Hydrolift and B 40'-0" x 14'-0" ovhd Mtl Prefin Mtl 3'-0" x 6-8" mandoor C 8'-6" x 8'-0" ovhd Mtl Prefin Mtl I lWith electric garage door opener •O � l V D 3'-0" x 6-8" Mtl Prefin Mtl v E Z-6" x 6/8" HC Paint v Wood Toilet Room Door (optional) V1 -7 ��.I lwyp t 4-7 rV � I � T v�1 - it • f GYPSI�WPALI.BOApD,SfEH.SnIUS � 'SC)UfJD. s Odie k4 -(a' type X gypsum watboazd or ggpsien veneer base applied paiaFiel or ad 14d _ ategies to each side of 3W steel studs 24' ox- With 1 - TWe S drywall soiews 8'• o c_ at vedical joints and 12' O.e. at Boor and ceiling Mnners and kdennediate sImb, Joints staggered 2W on opposde sides. (M B)J J, Thkkne= 47/s unsling Height Refer to Section V Appnmc.. Weight: 6 psf Fwe Test FM WP -45, 619-68; OSU T-1770.8-61; ULC 79T484, 79T5W, 79T497, 8-12-81, ULC Design W4415 Sound Test NGC 2385, 7-26-70 ■ 0 r ./ ftZ_ N AR0007981 ]C p ( ARCHITECTURE CONSTRUCTION ADMINISTRATION wCONSULTANT o P.O. BOX 591227 +- ORL NDO, FLORIDA 32856 -^ C m 0 40'l� 8g8-8854 0 (407) 898-7982 FAX c o 3 sn N m a • X m � 3 O � •pw� C m E a 4� V O '0 m w m t •i- 0 C 0 v U 4- 0 E 0 N C O _ o H 0 m � � •pw� a 4� m t 'o a � v V m rn � m L � O ^ /•bV9, m � O •O � l V 0_ v raj v V1 -7 ��.I lwyp t 4-7 rV � I � T v�1 m 1 Pau*Al �1 .may � P•1 � � � V1 V1 O C O } REVISIONS r N C UAt�o'N'1 1''1`di`l l"� .,•.OAS m DRAWN , v CHECKED m DATE `.`.» SCALE '-eH-f:7) PROJECT NO. � W W 4 SC SHEET Y 6 V ! P a W CODE DATA - Lar2e Box Hanuers 2001 Florida Building Code AR0007981 2001 Florida Fire Code Wind Speeds ` 110 mph ARCHITECTURE Table 500 CONSTRUCTION ADMINISTRATION Occupancy Special Storage CONSULTANT Type Construction Type IV Unprotected, UnSprinkled Allowed Provided Building Area 16,000 sf per floor 11,386 sf Max. No. of Stories 2 1 Max. Hgt in Feet 55' (no limit per sub-letter'g') 19'-10" (roof peak) Fire Protection Requirements (Table 600) Party and Fire Walls 4 hours Interior Bearing Walls 0 hours Columns 0 hours Beams. Girders etc 0 hours Floor. Ceiling 0 hours Roof Ceiling 0 hours Exterior Bearing & Non -Bearing Walls 0' to 3' 1 hour ( 0%) 3' to 10' 1 hour (10%) 10' to 20' NC (20%) 20' to 30' NC (40%) +30' NC ( NL) Occupancy Analysis Storing of private aircraft without major maintenance. C. • a Awe . 0 .n v .o H C U a` ,.•-^ IsT��I.. CGI,.. D"1�t�R5 i q" lrtr�ip ry I I N %, I 1 'k'A I 1 1, 111 4 IN it i An �I o P.O. BOX 561227 ORLANDO, FLORIDA 32856 C C 407 898-8864 v (407) 898-7892 FAX c m v m m a x m m s 7 0 L b) C Ol E Z 0 O 'D O1 h m L v— O C O O U w O O E I O N C V1 v 0 a4i Chi r�.l L spy C �I a � G c Q o m .a r m � Q ,P* 'o 4* a, b � w H O PIZ P=0 as oO�� M C 0 m r a Y L 7 Y O W 0 a 0 a m s m . 0 N C m C O V v 0 CHECKED 0, DATE r 0 SCALE -- _PROJECT N0. AR0007981 Y p ARCHITECTURE CONSTRUCTION ADMINISTRATION w CONSULTANT o P.O. BOX 561227 ORLANDO, FLORIDA 32856 C C 407 898-8864 v (407) 898-7892 FAX c m v m m a x m m s 7 0 L b) C Ol E Z 0 O 'D O1 h m L v— O C O O U w O O E I O N C V1 v 0 a4i Chi r�.l L spy C �I a � G c Q o m .a r m � Q ,P* 'o 4* a, b � w H O PIZ P=0 as oO�� M C 0 m r a Y L 7 Y O W 0 a 0 a m s m . 0 N C m C O V v 0 CHECKED 0, DATE r 0 SCALE -- _PROJECT N0. as c 0 in i i 0 a cft � I bA bA a v � cd 4--4 cd m � 6� �•+ ol E- 0 y ® '-4 o o as o® U� � c O REVISIONS sr U L a - O d m G L O C m C O U o+ c DRAWN MICHAEL, CAUSEY c CHECKED HAROLD H° CONDO E DATE ® OCTOBER 14 2003 m SCALE c AS NOTED PROJECT NO. WPC -0301 s PLUMBW RL OM PLAN — LARGE BOX HANGAR "A', r SYMBOL LEGEND A� NOTES 7 SHEET ARCHITECT— AR0007981 ARCHITECTURE CONSTRUCTION ANDUSMATION CONSULTANT P.O. BOX 661227 ORLANDO, FLORIDA 32868 407 698-8854 407 898-7992 FAX CV ao p�yK�aA�m o � I o's 4; m�*4af)900o 0 c w� 1*0 c x 1 34 lu 6� coo"�pv�ot� mirO�rG�rHi m 0 a r� v m as c 0 in i i 0 a cft � I bA bA a v � cd 4--4 cd m � 6� �•+ ol E- 0 y ® '-4 o o as o® U� � c O REVISIONS sr U L a - O d m G L O C m C O U o+ c DRAWN MICHAEL, CAUSEY c CHECKED HAROLD H° CONDO E DATE ® OCTOBER 14 2003 m SCALE c AS NOTED PROJECT NO. WPC -0301 s PLUMBW RL OM PLAN — LARGE BOX HANGAR "A', r SYMBOL LEGEND A� NOTES 7 SHEET ARCHITECT— AR0007981 ARCHITECTURE CONSTRUCTION ANDUSMATION CONSULTANT P.O. BOX 661227 ORLANDO, FLORIDA 32868 407 698-8854 407 898-7992 FAX CV ao p�yK�aA�m o � I o's 4; m�*4af)900o 0 c w� 1*0 c x 1 34 lu 6� coo"�pv�ot� mirO�rG�rHi as c 0 in i i 0 a cft � I bA bA a v � cd 4--4 cd m � 6� �•+ ol E- 0 y ® '-4 o o as o® U� � c O REVISIONS sr U L a - O d m G L O C m C O U o+ c DRAWN MICHAEL, CAUSEY c CHECKED HAROLD H° CONDO E DATE ® OCTOBER 14 2003 m SCALE c AS NOTED PROJECT NO. WPC -0301 s PLUMBW RL OM PLAN — LARGE BOX HANGAR "A', r SYMBOL LEGEND A� NOTES 7 SHEET is a 4 L T Rating Hr 1 0 to 3/16 U THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PROD UCI'S, FROM THE 2002 EDITION OF THE UL FIRE RE,SI,STANC'E DIRECTORY SYSTEM NO. W -L-1001 (FORMERLY SYSTMI NO.147) F RATING -4, 2, 3, AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS4,1, 2, 3, AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT --LESS THAN 1 CFM/sq £t L RATING AT 400° F --LESS THAN 1 CFM/sq ft SECTION A -A 1. Wall Assembly - The 1, 2,3 or 4 hr fite-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 Fite 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 in. deep channels spaced max 24 is OC. B. Gypsum Board* - Nom 1/2 or 5/8 in. thick, 4 ft, wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max 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, max F Rating of firestop 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 max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill,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 fitestop 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 0 to 3/16 1 or 2 0+ 1 or 2 1 1/4 to 1/2 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+, * Beating the UL Classification Matking ;ONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAIIS. All statements, technical infonnation and recommendations contained herein are based on tests we believe to be reliable, however, since the conditions of use and application are beyond our control, 3M shall not be liable for any damage, director consequential, resuitirrg &on Lire use of this material or design. 3M's only warranty shall be to replace any ofour products PAGE UL SYSTEM NO, 1 OF 1 y�] i _ 1 O!l 1 01 proved to be defec�fi�`v'ey. 1 1 L { }� T} Protection 3M Fire 1 ro roducts DOCUMENT. TO l.ec tion 1 DRAWING NOT SCALE. 6 � LBAHS a (� LBAI-19 6 NOTE; THE CONTRACTOR IS INSTRUCTED THAT ALL OF THE ELECTRICAL DEVICES WITHIN THE AIRCRAFT HANGARS OF THIS BUILDING WILL BE MOUNTED AT A MINIMUM OF FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHEM15E ON THIS DRAWING. THIS INCLUDES THE RECEPTACLES, PUSHBUTTONS, DISCONNECT SWITCHES AND LIGHT SWITCHES. THE ELECTRICAL CONTRACTOR SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE POSSIBLE AND HOLD AS TIGHT TO THE BOTTOM OF THE ROOF STRUCTURE AS POSSIBLE. ALL RECEPTACLE CONDUITS SHALL BE ROUTED BELOW THE FLOOR AND UP IN THE WALL TO AVOID PENETRATING THE FIRE RATED WALL WITH THE CONDUIT. WHERE AN ELECTRICAL CONDUIT PENETRATES A FIRE RATED WALL, THE ELECTRICAL CONTRACTOR SHALL SEALED THE PENETRATION IN ACCORDANCE WITH THE REQUIREMENTS OF UL, SYSTEM No. W -L-1001 OF THE 2003 FIRE RESISTANCE DIRECTORY. AVOID AS MANY PENETRATIONS AS POSSIBLE, 6 I 4(4(!t LBAI-19 LBAI-19 6 - ELECTRICAL FLOOR PLAN - LARGE BOX HANGAR "A" g-qxo In A O 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 51X ((0) 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. O PROPOSED LOCATION OF THE TWO (2) HORSEPOWER, 220 VOLT MOTOR AND CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOOR. TYPICAL OF SIX (6) UNITS THIS BUILDING. �3 PROVIDE, INSTALL AND CONNECT A 240 VOLT, N.F., NEMA 1, SM, 30 AMP DISCONNECT SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR SURFACE MOUNT THE DISCONNECT SWITCH AT SIX FEET (6'-0') ABOVE FINISHED FLOOR TO BOTTOM OF THE ENCLOSURE. TYPICAL OF SIX (6) DISCONNECTS THIS BUILDING, ROUTE A THREE-QUARTER INCH CONDUIT WITH THREE (3) SIG 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, O5 LOCATE THIS WALL MOUNTED LIGHT FIXTURE ABOVE THE PANEL FOR SERVICE WHEN REQUIRED. MINIMUM MOUNTING HEIGHT SHALL BE TEN FEET (10'-09 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 TH15 FIXTURE. ROUTE THREE (3) 12 THWN, CU., IN A ONE-HALF INCH (1/29 CONDUIT TO PANEL AS NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. O PROVIDE A SURFACE MOUNTED PUSHBUTTON FOR CONTROL OF THE AUTOMOBILE OVERHEAD GARAGE DOOR OPENER MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE. PROVIDE INTERCONNECT CIRCUITRY AS REQUIRED. TYPICAL OF THREE (3) THIS BUILDING. OS PROVIDE 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 AS NOTED AND PROVIDE FLEXIBLE CONNECTION TO THE OPENER AS REQUIRED. TYPICAL OF THREE (3) THIS BUILDING. O PROPOSED LOCATION OF THE EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE. MOUNT THIS FIXTURE AS HIGH AS POSSIBLE ON THE WALL. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITH THE OZER PRIOR TO INSTALLATION. 6 LBAI-19 .. 1' X LBAI-I ! PANEL 'LBAI' U LBAI-21 LBAI-2 1 3 0 -o 1 a s 12 a a x c W w 0 C 0 rA C 0 v z 3 v 1 N Xx m m O .0 cr 0 v m u m v— O C O 0 v v - O O E O H C N m N C O V V 0 o_ IN 10! IC ;3 i IL IN I@ No No C1 +O. L 1C Q 10 Im IN 40 90 1 C w r +r, L A. -1C L 6 V i W w C S. i r r 0 4 rn C m C C d. Ci m .0 C O C +C 0 E v 0 a m. m h r W F— S a a x Y D V RIG W c� AR0007981 ARCHITECTURE CONSTRUCTION ADIONL91'RATION CONSULTANT P.O. BOX 561227 ORLANDO, FLORIDA 32856 407 898-6854 407 898-7992 FAX 0 1z T coo 6 q xz .10 I l v U i Z q o CA��G�.G Ef�i CA I (/] d my 4)C7 4 i I W w ® ® U) V2 6 I 4(4(!t LBAI-19 LBAI-19 6 - ELECTRICAL FLOOR PLAN - LARGE BOX HANGAR "A" g-qxo In A O 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 51X ((0) 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. O PROPOSED LOCATION OF THE TWO (2) HORSEPOWER, 220 VOLT MOTOR AND CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOOR. TYPICAL OF SIX (6) UNITS THIS BUILDING. �3 PROVIDE, INSTALL AND CONNECT A 240 VOLT, N.F., NEMA 1, SM, 30 AMP DISCONNECT SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR SURFACE MOUNT THE DISCONNECT SWITCH AT SIX FEET (6'-0') ABOVE FINISHED FLOOR TO BOTTOM OF THE ENCLOSURE. TYPICAL OF SIX (6) DISCONNECTS THIS BUILDING, ROUTE A THREE-QUARTER INCH CONDUIT WITH THREE (3) SIG 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, O5 LOCATE THIS WALL MOUNTED LIGHT FIXTURE ABOVE THE PANEL FOR SERVICE WHEN REQUIRED. MINIMUM MOUNTING HEIGHT SHALL BE TEN FEET (10'-09 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 TH15 FIXTURE. ROUTE THREE (3) 12 THWN, CU., IN A ONE-HALF INCH (1/29 CONDUIT TO PANEL AS NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. O PROVIDE A SURFACE MOUNTED PUSHBUTTON FOR CONTROL OF THE AUTOMOBILE OVERHEAD GARAGE DOOR OPENER MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE. PROVIDE INTERCONNECT CIRCUITRY AS REQUIRED. TYPICAL OF THREE (3) THIS BUILDING. OS PROVIDE 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 AS NOTED AND PROVIDE FLEXIBLE CONNECTION TO THE OPENER AS REQUIRED. TYPICAL OF THREE (3) THIS BUILDING. O PROPOSED LOCATION OF THE EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE. MOUNT THIS FIXTURE AS HIGH AS POSSIBLE ON THE WALL. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITH THE OZER PRIOR TO INSTALLATION. 6 LBAI-19 .. 1' X LBAI-I ! PANEL 'LBAI' U LBAI-21 LBAI-2 1 3 0 -o 1 a s 12 a a x c W w 0 C 0 rA C 0 v z 3 v 1 N Xx m m O .0 cr 0 v m u m v— O C O 0 v v - O O E O H C N m N C O V V 0 o_ IN 10! IC ;3 i IL IN I@ No No C1 +O. L 1C Q 10 Im IN 40 90 1 C w r +r, L A. -1C L 6 V i W w C S. i r r 0 4 rn C m C C d. Ci m .0 C O C +C 0 E v 0 a m. m h r W F— S a a x Y D V RIG W c� AR0007981 ARCHITECTURE CONSTRUCTION ADIONL91'RATION CONSULTANT P.O. BOX 561227 ORLANDO, FLORIDA 32856 407 898-6854 407 898-7992 FAX 0 1z T coo 6 q xz .10 I l v U i Z q o CA��G�.G Ef�i CA I 1 1 I 1 (/] d my 4)C7 4 4-1 W w ® ® U) V2 1 1 I 1 N � p o AR0007981 ARCHITECTURE _ CONSTRUCTION ADYQNLSI'RAT[ON W CONSULTANT 3 s c- "L- o q M�to o P.O. BOX 681227 ORLANDO, FLORIDA 32888 �wm m c x c 407 898-8854 w ICOA 407 898-7992 FAX e m 0�oopvq It C fp -4 O w 3 -o m w w m O CL r �I m 0 U4-4 m ci 0 u 07 3 s c- "L- o q M�to U °0 F Sn00 co �wm O c x ® w ICOA --oz a 04 0 0 0�oopvq It C fp -4 O w 'O 0 E i 0 N -Ci C O ® 1.V 0 4-a a Ulco m O r �I _O U4-4 o a co 6 co /1 • r.y W O -f-j co Q ri •i V V 6A ii 4Fi a� O 6 D Cu 'D =� 1� �...... a y -Ci au O ® 1.V 0 4-a a i1 m O r a U4-4 co O -f-j co 2 O ri •i V V ii 4Fi o "O C O t U m ........ �...... a r. m I DRAWN Mill VSkLow4N c CHECKED HAROLD R CONDO E DATE OCTOBER 14, 2003 ® SCALE s AS NOTED PROJECT NO. U W _ POWER PEER U DIAGRAM, NOTES Y PANEL SCh93XALES Atm UGW FDORFIE 0 SCHEDULE SHEET W 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 5Y5TEM5 SYMBOLS USED FOR PAGING SYSTEMS SYMBOLS USED FOR. TELECOMMUNICATION SYSTEM DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF 5YM50L 5YMB0L DESCRIPTION OF SYMBOL. SYMBOL DESCRIPTION OF 5YM50L SCALE AS NOTED SYMBOL HP52 Q WALL OUTLET BOX AND INCANDESCENT, COMPACT FLUORESCENT OR H.I.D. LIGHT FIXTURE AS NOTED. THE LETTER(W INDICATES THE FIXTURE TYPE, REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. WALL OUTLET BOX AND 20 AMP,125 VOLT, SINGLE RECEPTACLE FLUSH MOUNTED, AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. - a - , t 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 CONNECTION TO THE TELEPHONE SYSTEM. PROVIDE BACK BOX, CEILING GRID SUPPORT BAR, BAFFLE, SPEAKER, CONDUIT AND CIRCUITRY A5 NOTED. MOUNT THE SPEAKER IN THE CENTER OF THE CEILING TILE WHERE APPLICABLE. REFER TO SECTION 16121 OF THE SPECIFICATIONS FOR EQUIPMENT AND GABLE REQUIREMENTS ION ADDITIONAL SPECIFICATIONS OBT INDICATES THE LOCATION OF THE OUTSIDE BUILDING TERMINAL (ABT) FOR CONNECTION OF THE INCOMING TELECOMMUNICATIONS SERVICE FROM THE LOCAL TELEPHONE COMPANY. VERIFY THE EXACT LOACTION AND CONNECTION REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY. ! INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE CONCEALED IN THE WALL OR ABOVE THE CEILING. ARCHITECTURE WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES OV) ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. CONSTRUCTION AD1[[NL`TMTI0N INDICATES THE EXISTING LOCATION FOR THE TELEPHONE TERMINAL BOARD (TTS) AS NOTED. O CEILING OUTLET BOX AND INCANDESCENT, COMPACT FLUORESCENT OR H.I.D. LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. ---- - ---' INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE ROUTED EXPOSED ON THE WALL OR THE CEILING. y INDICATES A FLUSH WALL OUTLET AND PAGING SYSTEM SPEAKER FOR PROJECTION TD THE TELEPHONE 5Y5TEM. PROVIDE BACK BOX, WEATHER- PROOF SPEAKER, CONDUIT AND CIRCUITRY E NOTED. MD FL THIS DEVICE AT, APPROXIMATELY, SEVEN FEET (1'-0') ABOVE THE FINISHED FLOOR REFER TO SECTION 16121 OF THE SPECIFICATIONS FOR EQUIPMENT AND CABLE REQUIREMENTS AND ADDITIONAL INFORMATION. ORUINDO, FLORIDA 32856 WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT ONE INCH (1') 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 -NOF THE BACK BOX AND CONDUIT. T INDICATE$ THE CONDUIT AND CABLES REQUIRED FOR THE TELEPHONE OR TELECOMMUNICATIONS CIRCUITS AS NOTED. 407 898-6664 INDICATES A HOME RUN TO THE PANEL AS NOTED. THE GROSS HATCH LINES INDICATE NEUTRAL CONDUCTOR (LONG LINE) AND PHASE OR SWITCH LEG CONDUCTORS (SHORT LINES) WITH THE GROUNDING CONDUCTOR NOT $HOUR GROUND SHALL BE AS NOTED OR AS REQUIRED BY N.E.C., ARTICLE 250. 0 CEILING OUTLET BOX AND 2' x 4' FLUORESCENT LIGHT FIXTURE Q5 NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGRTING FIXTURE SCHEDULE' FCR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. %� / INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE DATA, TO INCLUDE TELEPHONE, FASCIMILE, CONFUTER AND °POS' CIRCUITS A$ NOTED. WALL OUTLET BOX AND TIDO (2) 20 AMP, 125 VOLT, DUPLEX RECEPTACLES FLUSH MOUNTED AT EIGHTEEN INCHES (IS') ABOVE THE FINISHED FLOOR TO THE CENTER THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. THE COVER PLATE SHALL BE ONE (I) PIECE AND COVER BOTH DEVICES. TPS -TC �i INDICATES A TERMINAL CABINET FOR THE TELEPHONE PAGING SYSTEM (TP5-TC) AS NOTED. PROVIDE A RECESSED OR SURFACE MOUNTED ENCLOSURE AND ACCESSORIES AS NOTED OR REQUIRED. PAINT COVER A5 NOTED AND VERIFY THE MOUNTING HEIGHT PRIOR TO INSTALATION. , D INDICATES L ONE INCH HE CONDUIT STUBBED UP AND INTO THE CEILING CAVITY FOR INSTALLATION DF THE THREE (E CATEGORY 6 GABLES. THE CABLES SHALL BE ROUTED IN CONDUIT UP INTO THE CEILING AND THEN IN FREE-AIR ABOVE THE CEILING BACK TO THE RESPECTIVE PATCH PANEL A5 REQUIRED. THE CONDUIT SHALL BE ROUTED TO A HEIGHT OF TWO FEET (2'-0') ABOVE THE CEILING. THE CATEGORY 6 CABLES SHALL BE TIE -WRAPPED TOGETHER NEATLY ABOVE THE CEILING AND SHALL BE SUPPORTED BY "J' NOOKS OR ANOTHER APPROVED SUPPORTING METHOD. THE HOOKS SHALL BE ANCHORED TO THE STRUCTURAL 'J' STEEL ROOF DECK PROVIDE A 'J' HOOK SUPPORT FOR EVERY FIVE LINEAR FEET (5'-e') OF CABLE AND TIE -WRAPS EVERY THREE LINEAR FEET (3'-0') OF CABLE. BUNDLE THE CABLE$ TOGETHER FROM DIFFERENT DEVICES BACK TO THE PATCH PANELS. PLENUM RATED CABLE SHALL BE USED WHERE THE CEILING CAVITY 15 BEING USED AS THE RETURN AIR PLENUM OF THE AIR CONDITIONING SYSTEM. NON -PLENUM CABLE MAY BE USED WHERE THE AIR CONDITIONING SYSTEM 15 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. INDICATES A CEILING OUTLET AND PADDLE FAN, THE IAN SHALL BE HUNTER 025516, SUMMER BREEZE TYPE, FOUR FEET, SIX INCH (4'49 DIAMETER, WITH VARIABLE SPEED CAPACITY, FORWARD AND REVERSE OPERATION. THE FAN SHALL BE PROVIDED BY THE MECHANICAL CONTRATOR AND INSTLALED BY THE ELECTRICAL CONTRACTOR THE FAN SHALL BE ALL WHITE IN COLOR AND SHALL BE PROVIDED WITH AN EIGHTEEN INCH (IS') STEM WHERE APPLICABLE. R3 CEILING OUTLET BOX AND 2'x 2 FLUORESCENT LIGHT FIXTURE A5 NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. GFI� WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (IS) ABOVE THE FINISHED FLOOR TO THE GENTER-LINE OF THE DEVICE UNLESS NOTED OTHERWISE. THIS DEVICE $HALL BE PROVIDED WITH INTEGRAL GROUND -FAULT CIRCUIT INTERRUPTERS IN ACCORDANCE WITH THE OF ARTICLE 210 AND 641 OF THE NEC., LATEST EDITION. P � � INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE TELEPHONE PAGING 5YSTEM CIRCUITS AS NOTED. ROUTE CONDUIT CONCEALED ABOVE CEILINGS AND IN WALLS WHERE POSSIBLE. CABLES MAY BE ROUTED IN FREE-AIR ABOVE THE CEILING IN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF SECTION 16121 OF THE SPECIFICATIONS. 133 0REQUIREMENTS CEILING OUTLET BOX AND I' x 4' FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TTHE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (PENDANT, RECESSED OR SURFACE) REQUIREMENTS AND ACCESSORIES. T� FLUSH OR $URFACE OUTLET BOX AND THERMOSTAT CONTROL UNIT AS NOTED. PROVIDE CONDUIT TO AIR HANDLER, CONDENSING UNIT AND REMOTE SENSOR A$ REQUIRED BY THE MECHANCIAL CONTRACTOR. IG WALL OUTLET BOX AND 20 AMP, 125 VOLT, ISOLATED GROUND, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (IS') ABOVE THE FINSHED 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') A50YE THE FINISHED FLOOR TD THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. REFER TO SECTION 16121 OF THE SPECIFICATIONS FOR THE EQUIPMENT REQUIREMENTS AND ADDITIONAL INFORMATION, PWI WALL OUTLET BOX AND FLUORESCENT LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. ® FLUSH OR SURFACE OUTLET BOX AND REMOTE TEMPERATURE SENSOR UNIT AS NOTED. PROVIDE CONDUIT TO AIR HANDLER, CONDENSING UNIT AND THERM05TAT AS REQUIRED BY THE MECHANCIAL CONTRACTOR WP WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE WITH LOCKABLE WEATHER-PROOF COYER PLATE AND GFI CIRCUIT PROTECTION FLUSH MOUNTED AT EIGHTEEN INCHES f8') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. 11111-0 -4 ® INDICATES POLE AND UTILITY COMPANY (POWER COMPANY) TRANSFORMERS. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE LOCAL UTILITY ATHORITY. Bl CEILING OUTLET BOX AND FLUORESCENT STRIP LIGHT FIXTURE AS NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER TO THE "LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (COVE, PENDANT OR SURFACE) REQUIREMENTS AND ACCESSORIES. R D INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED IN THE CASEWORK A5 NOTED. THE ORATING 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 CABLE FROM THIS DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF THE CABLE TYPES, ?FIE GABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. � CAST IN -FLOOR OUTLET BOX WITH SAMP, 125 VOLT DUPLEX RECEPTACLE CAST BRONZE COVER PLATE AND ACCESSAMP, Q5 NOTED. MOUNT THE FLOOR BOX WITH THE TOP FLUSH TO THE FINISHED FLOOR VERIFY THE EXACT LOCATION WITH THE ARCHITECT PRIOR TO POURING THE SLAB. ® INDICATES A PAD -MOUNTED, WALL -MOUNTED OR TRAPEZE -MOUNTED DRY -TYPE TRAN5FORMER AS NOTED. CONFIRM VOLTAGE, PHASE, kVA, TAPS AND MOUNTING PRIOR TO INSTALLATION. PROVIDE PAD, WALL BRACKET OR TRAPEZE. X11 XS WALL OR CEILING OUTLET BOX AND BATTERY OPERATED EXIT LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO,THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. ARROWS INDICATE CHEVRON DIRECTION. SYMBOLS USED FOR GLOSED-CIRCUIT TELEVISION (CCTV) SYSTEMS � 125 DUPLEX RECEPTACLE COILING�FLATE1.16H MOUNT OUTLET BOX WITH L AMP, VOLT, COVER PLATE, BACK 60X 'T -BAR' OR PLASTER CEILING HANGERS AND AND ACCESSORIES AS NOTED. !d INDICATES AN AUTOMATIC TRANSFER SWITCH AS NOTED. VOLTAGE, AMPACITY, PRA$ING, ENCLOSURE, MOUNTING, AND ACCE55RRIE5 AS REQUIRED. REFER TD THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5YM50L DESCRIPTION OF SYMBOL EMI WALL OUTLET BOX AND BATTERY OPERATED EMERGENCY LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE, REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. o CAST OUTLET BOX (TYPE 'F$' OR 'FD' AS REQUIRED) AND 20 AMP, 125 VOLT,. DUPLEX RECEPTACLE WITH COVER PLATE, ACCESSORIES AND MOUNTING ASINDICATES NOTED ON THE FLOOR PLAN. THE OUTLET BOX SHALL BE SURFACE MOUNT ON WALL, OR PENDANT MOUNT ON CABLE A$ NOTED. RECESSED CEILING OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'PAN -TILT -XOOM' CAMERA AS NOTED. REFER To THE 'GGTP SSYTEM (CI$) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. 6PEGIFICATION513104 OR 13105. D INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED FLUSH IN THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE SHALL BE TWENTY-ONE INCHES (20 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. THREE (3) PORTS WILL BE USED AND FROM THE DEVICE TO THE RESPECTIVE THE FORTH PORT I$ SPARE. PROVIDE THREE PPATC (3) RUNS OF CATEGORY 6 GABLE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. PROVIDE A CAST OUTLET BOX FOR SURFACE MOUNTING THIS DEVICE. WHERE THIS DEVICE 15 LOCATED OUTSIDE, PROVIDE A LOCKING WEATHER-PROOF COVER PLATE. I O I A STAND-BY GENERATOR AS NOTED. kVA (KW), VOLTAGE, AMPACITY, PHA61%, ENCLOSURE, MOUNTING, AND ACCESSORIES AS REQUIRED. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. SLA . SHOE DIRECT BURIAL POLE OR METAL POLE AND CONCRETE BASE WITH H.I.D.ECE BOX TYPE LIGHT FIXTURE AS NOTED. THE LETTER(6) INDICATES THE FIXTURE TYPE, REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, POLE TYPE AND ACCESSORIES. CAST OUTLET BOX (TYPE TV OR 'FD' A$ REQUIRED) AND TWIST -LOCK TYPE REGEPTAGLE(S) AS NOTED. THE RECEPTACLE SHALL NAVE VOLTS, AMP$ AND PHASE AS NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. WALL MOUNTING SHALL BE EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE OR A$ NOTED. PENDANT MOUNTING 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 -XOOM' CAMERA AS NOTED. REFER TO THE 'CCTV SSYTEM (CIS) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATION$13104 OR 13105. 5L8 (�Q-Q CONCRETE BASE AND POLE OR DIRECT BURIAL POLE WITH H.I.D. SHOE BOX LIGHT FIXTURE AND FLOOD LIGHT TYPE FIXTURE AS NOTED. THE LETTER)) INDICATES THE FIXTURE TYPE. REFER TO THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENT&, 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 $5YTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. ® INDICATES A FOUR (4) PORT, CATEGORY 6, TELEGOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED SURFACE ON 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 THE FORTH PORT IS $PARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVICE TO THE RESPECTIVE PATCH PANEL AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ALL OF CABLE TYPES THE CABLE TERMINATION$ 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. FLUSH WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED RECEPTACLE AS NOTED. THE RECEPTACLE SHALL HAVE VOLT$, AMPS AND PHASE A$ NOTED. PROVIDE COVER PLATE, PLUG AND ACCESSORIES AS NOTED. MOUNT AT EIGHTEEN INCHES (18") ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE AS NOTED.. ®'To RECESSED WALL OUTLET BOX AND CONNECTION TO THE CLOSED-CIRCUIT TELEVISION SYSTEM DOME MOUNTED, 'FIXED LENS' CAMERA AS NOTED, REFER THE 'CCTV SSYTEM FO - CAMERA IDENTIFICATION SCHEDULE' FOR SPECIFIC (RETAIL) INFORMATION. SPECIFICATIONS 13110404 OR 13105. EQUIPMENT SLC O CONCRETE BASE AND H.ID. BOLLARD TYPE LIGHT FIXTURE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER To THE 'LIGHTING FIXTURE SCHEDULE' FCR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. �}(] SURFACE WALL MOUNT OUTLET BOX AND 250 VOLT OR 480 VOLT, POLARIZED RECEPTACLE A$ NOTED. THE RECEPTACLE SHALL RAVE VOLT$, AMP$ 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 NOTED. REFER TO THE 'CCTV SSYTEM (RETAIL) - CAMERA IDENTIFICATION AND EQUIPMENT SCHEDULE' FOR SPECIFIC INFORMATION. SPECIFICATIONS 13104 OR 13105. SLD FIXTURE AS NOTED. THE CONCRETE BASE AND RID. FLOOD TYPE LIGHT FIXT LETTER($) INDICATES THE FIXTURE TYPE. REFER THE 'LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS, STEM, CAST BOX AND ACCESSORIES. ® INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/1)) TO BE MOUNTED IN FLUSH IN THE FLOOR MOUNT THIS DEVICE IN A CAST BOX WITH FLUSH FLOOR COVER PLATE AS REQUIRED. THREE (3) PORTS WILL BE USED AND THE FORTH PORT IS SPARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVICE IN THE UNDERGROUND CONDUIT, UP IN THE WALL AND THEN IN FREE-AIR BACK TO THE RESPECTIVE PATCH PANEL A5 REQUIRED. REFER TO SECTION ER 16105 OF THE FOR T SPECIFICATIONS FOR ALL OF THE GABLE TYPES, THE CABLE TERMINATIONS AND FOR THE CATEGORY 6 EQUIPMENT REQUIREMENTS. REFER TO SECTION 16130 OF THE SPECIFICATIONS FOR THE FLOOR BOX TYPES AND ACCESSORIES. SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE CCTV SYSTEM OR THE SECURITY SYSTEM CIRCUITS A$ NOTED. $ WALL OUTLET BOX AND SINGLE -POLE, 51NGLE-THROW 15.P.S.T), 20 AMP,12mn11 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. �� SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED. MOUNTING HEIGHT $HALL BE AS NOTED. PROVIDE COYER PLATE AS REQUIRED. IDS, ® INDICATES THE CONTROL PANEL LOCATION FOR THE INTRUSION DETECTION SYSTEM (IDS) AS NOTED. PANEL IS SURFACE MOUNTED AT HEIGHT A$ NOTED. WALL OUTLET BOX AND DOABLE -POLE, DOUBLE -THROW (D.PD.T), 20 AMP, 120/211 TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. 0 RECESSED WALL OR CEILING MOUNT OUTLET OR JUNCTION BOX A$ NOTED.$2 MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. i-0 DEV( WALL OUTLET BOX AND 'IDS' SYSTEM KEYPAD A5 NOTED. MOLNTTNI$ EVICE A7 FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE DEVICE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERIUISE. � INDICATES A FLUSH WALL OUTLET AND SINGLE (I) PORT TELECOMMUNICATIONS OUTLET FOR CONTO THE TELEPHONE SYSTEM. PROVIDE BACK BOX, AND 3/4' CONDUIT BACCKK TOTO T TB (EMPTY WITH PULL STRING). MOUNT THIS DEVICE AT, APPROXIMATELY,. EIGHTEEN INCHES ll8') ABOVE THE FINISHED FLOOR UNLESS OTHERWISE INDICATED. REFER TO SECTION 16105 OF THE 5PECIFIGAITON-5 FOR ADDITIONAL INFORMATION. RECESSED WALL OR CEILING MOUNT OUTLET OR JUNCTION BOX WITH FLEXIBLE CONNECTION ?0 EQUIPMENT AS NOTED. MOUNTING HEIGHT SHALL BE A$ NOTED. PROVIDE COYER PLATE A5 REQUIRED. SYMBOLS USED FOR FIRE ALARM SYSTEMS (FAS) � FLUSH WALL OUTLET BOX AND 'IDS' SYSTEM MAGNETIC DOOR CONTACT AS NOTED. MOUNT THIS DEVICE ABOVE THE DOOR AND CONCEAL CIRCUITRY. $3 WALL OUTLET BOX AND THREE-WAY (3 -WAY), 20 AMR VOLT, TOGGLE OR P; WALKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT ACNES (489 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. SYMBOL DESCRIPTION OF SYMBOL INDICATES A MOTOR($) FOR EQUIPMENT A5 NOTED. FAGP ® INDICATES THE CONTROL PANEL LOCATION FOR THE FIRE ALARM SYSTEM (FAGP) A5 NOTED. PANEL 15 SURFACE MOUNTED AT HEIGHT AS NOTED. � FLUSH WALL OUTLET BOX AND 'ID$° SYSTEM MOTION SENSOR AS NOTED. MOUNT THIS DEVICE AT SEVEN FEET (1'-0') ABOVE THE FINISHED FLOOR TO 'THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. INDICATES A FLUSH FLOOR OUTLET AND SINGLE (U PORT, TELECOMMUNICATIONS OUTLET FOR CONNECTION To THE TELEPHONE SYSTEM. PROVIDE FLOOR BOX, PHONE JACK, CONDUIT AND CIRCUITRY AS NOTED. MOUNT THIS DEVICE IN A FLUSH FLOOR OUTLET BOX AND PROVIDE COYER PLATE AS REQUIRED. REFER TO SECTION 16105 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ABOUT THE TELEPHONE EQUIPMENT. REFER TO SECTION 16130 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ABOUT THE FLOOR BOX a1 INDICATES A DISCONNECT SWITCH. PROVIDE VOLTAGE, PHASE, AMP S, NEMA RATING AND FUSING AS NOTED. MOUNTING SHALL BE A$ NOTED. $4 WALL OUTLET BOX AND FOUR -WA) l4 -WA)), 20 AMP, 120/211 )CLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') 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. RECE65ED CEILING OUTLET BOX AND 'IDS' SYSTEM MOTION SENSOR AS NOTED. VERIFY THE EXACT LOCATION PRIOR TO INSTALLATION. CED-1RATING, ' INDICATES A COMBINATION STARTER PROVIDE VOLTAGE, PHASE, AMPS, NEMA CONTACTOR SIZE, THERMAL ELEMENTS, CONTROLS AND FUSING AS NOTED. MOUNTING SHALL BE AS NOTED. FLUSH WALL OUTLET BOX AND FIRE ALARM SYSTEM MANUAL PULL STATION A5 NOTED. MOUNT TH15 DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. FLUSH WALL OUTLET BOX AND 111)6' 5Y6TEM ACOUSTICAL 5EN50R AS NOTED. MOUNT THIS DEVICE AT SEVEN FEET (1'-01) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLE56 NOTED OTHERWISE. $K WALL OUTLET BOX AND KEY -OPERATED SWITCH AS NOTED. PROVIDE NUMBER OF POLE$ AND ACCESSORIES 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. ® 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. � FLUSH WALL OUTLET BOX AFIRE ALARM SYSTEM HCR( UNIT AS NOTED. MOUNT THIS DEVICE' AT EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. O RECESSED CEILING OUTLET BOX AND 'IPS' SYSTEM ACOUSTICAL SENSOR A5 NOTED. VERIFY THE EXACT LOCATION PRIOR TO INSTALLATION. $M WALL OUTLET BOX AND MANUAL MOTOR STARTER A5 NOTED. PROVIDE NUMBER OF POLE$, ENCLOSURE TYPE AND ACCESSORIES AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. ® INDICATES A CONNECTION POINT TO THE EQUIPMENT NOTED, COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE EQUIPMENT SUPPLIER PRIOR TO COMPLETION {-©i FLUSH WALL OUTLET' BOX AND FIRE ALARM SYSTEM HORN/STROBE LIGHT A5 NOTED. MOUNT THIO DEVICE AT EIGHTY INCHES (SC') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. —Ilu INDICATES A GROUND ROD, GROUNDING CONNECTION POINT OR AN ISOLATED GROUNDING CONNECTION AS NOTED. VERIFY CONDUCTOR SIZE, GROUND ROD TYPE AND SIZE AND CONNECTION TYPE PRIOR TO INSTALLATION. SYMBOLS USED FOR SATELLITE OR CABLE TELEVISION SYSTEMS $P WALL OUTLET BOX AND S.P.S.T., 20 AMP, 120/211 )CLT, TOGGLE OR ROCKER. TYPE SWITCH WITH PILOT LIGHT AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERW16E. MOUNT FLUSH UNLESS NOTED. FLUSH WALL OUTLET' BOX AND FIRE ALARM SYSTEM FLASHING STROBE LIGHT AS NOTED. MOUNT THIS DEVICE AT EIGHTY INCHES (80') ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. SYMBOLS USED FOR ACCESS CONTROL SYSTEMS (ACS) SYMBOL DESCRIPTION OF 5YMB0L -w-- INDICATES AN ELECTRICAL HEATING UNIT A$ NOTED. VERIFY THE EXACT HEATER SIZE (kW) AMPACITY, VOLTAGE, PHASE AND CONNECTION REQUIREMENTS PRIOR TO FINAL CONNECTION 5YM150L DESCRIPTION OF SYMBOL Ti FLUSH WALL OUTLET BOX AND TELEVISION JACK WITH COVER PLATE. MOUNT THI5 DEVICE AT TWENTY-FOUR INCHES (24') ABOVE THE FINISHED FLOOR UNLESS NOTED OTHERWISE. O RECESSED CEILING WALL OUTLET BOX AND FIRE ALARM SYSTEM FLASHING STROBE LIGHT AS NOTED.WALL $R WALL OUTLET BOX AND LINEAR OR ROTARY FAN SPEED CONTROLLER A5 NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINI15HED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE, MOUNT FLUSH UNLESS NOTED. GANG U�IERE REQUIRED UNDER A COMMON COVER ELATE. FF R CUTLET BOX AND PROXIMITY CARD READER FOR THE ACCESS CONTROL SYSTEM (ACS) AS NOTED. MOUNT TNI$ DEVICE AT FORTY-EIGHT INCHES (489 UNLESS NOTED OTHERWISE, INDICATES A MAIN DISTRIBUTION PANEL (MDP), A 211/480 VOLT BRANCH CIRCUIT PANEL OR A 120n08 VOLT D15TRIBUTION PANELBOARD AS DEFINED. REFER TO THE CORRESPCNDING PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENTS. THE DOOR $WING IS SHOWN. ® FLUSH CEILING OUTLET BOX AND FIRE ALARM SYSTEM RATE -OF -RISE HEAT DETECTOR AS NOTED, MOUNT THIS DEVICE AS DIRECTED ON THE CEILING AND PROVIDE CONNECTION TO THE FIRE ALARM SYSTEM (FAS) CONTROL PANEL. �Ti� INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE SATELLITE OR CABLE TELEVISION SYSTEM AS NOTED. d WALL OUTLET BOX AND MAGNETIC LOCK (MAGLOCK) FOR THE ACCE65 CONTROL SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE AT THE TOP OF THE DOOR JAMB UNLESS NOTED OTHERWISE. �a WALL OUTLET BOX AND LINEAR OR ROTARY DIMMER CONTROL UNIT AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (40 ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. GANG WHERE REQUIRED UNDER A COMMON COVER PLATE INDICATES ALOW-VOLTAGE BRANCH CIRCUIT PANEL A5 DEFINED. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENTS. MOUNT THE PANEL AT 51X FEET (6'-09 ABOVE THE FINISHED FLOOR TO THE TOP. THE DOOR SWAG 15 6NOWN. ® RECESSED CEILING OR WALL OUTLET BOX AND FIRE ALARM 5Y5TEM 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 DE AT EIGHTY INCHES (801) ABOVE THE FINISHED FLOOR OR AT A HEIGHT AS NOTED. Fi)A-1 WALL OUTLET BOX AND DOOR ALARM CONTACTS FOR THE ACCE55 CONTROL SYSTEM (ACs) A5 NOTED. MOUNT THI5 DEVICE WITHIN THE TOP OF THE DOOR JAMB UNLESS NOTED OTHERWISE. $a THE LOWER CASE LETTER (a) IS USED TO IDENTIFY WHICH LAMP($), LIGHTING FIXTURE(5), RECEPTACLES), FAN(S) OR OTHER ELECTRICAL EQUIPMENT IS TO BE CONTROLLED BY THE SWITCH, DIMMER OR CONTACTOR NOTED. Q INDICATES AN OUTLET BOX AS NOTED AND A $HUNT -TRIP BUTTON OR LIGHTED PUSH-BUTTON A5 DIRECTED. PROVIDE BACK BOX, CONTACT FORM, AMPACITY, COVER PLATE AND ACCESSORIES AS NOTED. �- SURFACE OUTLET BOX AND FIRE ALARM SYSTEM DUCT TYPE SMOKE DETECTOR WITH SAMPLING TUBES AND AUXILIARY CONTACTS AS REQUIRED FOR SHUT -DOWN OF THE AIR HANDLER AS NOTED. SAMPLING TUBES SHALL BE 61ZED FOR THE FULL WIDTH OF THE DUCTWORK WALL OUTLET BOX AND 'F'U5R-TO-EXIT' BUTTON FOR THE ACCESS CONTROL SYSTEM (ACS) AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGRT INCHES (48') UNLESS NOTED OTHERWISE. L15T OF ABBREVIATIONS USED $T WALL OUTLET BOX AND ROTARY DIAL TIME CONTROL UNIT AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TQ THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH' UNLESS NOTED. GANG WHERE REQUIRED UNDER A COMMON COYER PLATE. . © INDICATES AN OUTLET BOX AS NOTED WITH A PHOTOCELL CONTROL DEVICE AS DIRECTED. PROVIDE BACK BOX, PHOTOCELL, COVER PLATE AND THE ACCESSORIES AS NOTED. PR / \ INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE ACCESS CONTROL SYSTEM (AC5) CIRCUITS AS NOTED. A.F.F. ABOVE THE FINISHED FLOOR ACS ACCESS CONTROL SYSTEM ll -(Rl- �Y RECESSED CEILING OR WALL OUTLET BOX AND FIRE ALARM SYSTEM REMOTE INDICATING LIGHT/HORN UNIT FOR CONNECTION TO THE DUCT TYPE SMOKE DETECTOR A$ NOTE®. REMOTE INDICATING UNIT SHALL BE FLUSH WITH CEILING. W.P. WEATHER-PROOF IC5 INTERCOM SYSTEM • IC WALL OUTLET BOX AND INTERCOM CALL STATION WITH PASA BUTTON AND SPEAKER A5 NOTED. MOUNT THIS DEVICE AT FORT) -EIGHT INCHES l48') UNLESS NOTED OTHERWISE. GRI. GROUND -FAULT INTEMPTION NL NIGHT LIGHT FIXTURE INDICATES A WALL OUTLET BOX A5 NOTED WITH A BELL OR BUZZER A5 NOTED. PROVIDE BACK BOX, DEVICE, TRANSFORMER AND PUSH-BUTTON CONTROLLER AT MOUNTING HEIGHT AS NOTED. I.G. ISOLATED GROUND ® OUTLET BOX AND FIRE ALARM SYSTEM REMOTE RELAY FOR CONTROL OF THE AIR HANDLER SHUT -DOWN AS NOTED, GND. GROUND OR GROUNDING IC 1 INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE INTERCOM SYSTEM (IC) CIRCUITS AS NOTED. t CENTER LINE OF DEVICE INDICATE$ A WALL OUTLET BOX AS NOTED WITH A CHIME AS NOTED. PROVIDE BACK BOX, DEVICE, TRANSFORMER AND PUSH-BUTTON CONTROLLER AT THE MOUNTING HEIGHT AS NOTED. OUTLET BOX AND FIRE ALARM SYSTEM CONNECTION TO THE FIRE PROTECTION SYSTEM FLOW OR TAMPER SWITCH AS NOTED. FAS FIRE ALARM SYSTEM ANN ANNUNCIATOR PANEL PTZ _ -w N TH15 TAG 15 USED TO IDENTIFY A SPECIFIC ITEM OF THE INSTALLED SYSTEMS EQUIPMENT A5 NOTED. REFER TO THE 'EQUIPMENT IDENTIFICATION TAG SCHEDULE' FOR THE EXACT DESCRIPTION AND EQUIPMENT. IDS INTRU5ION DETECTION SYSTEM F\ 1 [INDICATES THE CONDUIT AND CABLES REQUIRED FOR THE FIRE ALARM SYSTEM CIRCUITS AS NOTED. 0 00 INDICATES LOCATION OF 'BEAD -MAN' TYPE HAND CONTOL UNIT WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED, CCTV CLOSED-CIRCUIT TELEVISION 1.� DRAWN AMY HOLLOWAY CHECKED HAROLD FL CONDO cn DATA: OCTOBER 14, 2003 SCALE AS NOTED tw PROJECT NO. WPC -0301 Ei..ECTMAL SYMBOL LE 9M ERIC D. KUR ARCHITECT SHEET E-3 1--i AR0007981 ARCHITECTURE CONSTRUCTION AD1[[NL`TMTI0N CONSULTANT P.O. BOX 561227 ORUINDO, FLORIDA 32856 407 898-6664 407 898-7992 FAX 4J O 0 U r0 ub C � Amo qM-Zo t C x pqu..u, � mo0�;� N Q r&n°M°�a4,E:io ren � Lel u L DRAWN AMY HOLLOWAY CHECKED HAROLD FL CONDO cn DATA: OCTOBER 14, 2003 SCALE AS NOTED tw PROJECT NO. WPC -0301 Ei..ECTMAL SYMBOL LE 9M 9 SHEET E-3 1--i O v a.> O r0 � N Q � •cd �, bJ o Cl] co 4-1 cd E-+ ti cn 41) 0 ryryco rrc) REVISIONS L DRAWN AMY HOLLOWAY CHECKED HAROLD FL CONDO DATA: OCTOBER 14, 2003 SCALE AS NOTED PROJECT NO. WPC -0301 Ei..ECTMAL SYMBOL LE 9M SHEET E-3 L MASTER ELECTRICAL SITE PLAN - POWER NOTES OPROP05ED LOCATION FOR PAD MOUNTED TRANSFORMER No. I (T -U, WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE . CORPORATE HANGAAR5 A5 NOTED. THE EXACT TRANSFORMER 51ZE 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. ��- PRO IDE.p E ®�40 VOLT,, INNGLEE(1) PHASE, THTED R EE (3) WIRE POWER WHICH OR THE CORPORATE HANGARS 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. OPROP05ED LOCATION FOR PAD MOUNTED TRANSFORMER No. 3 (T-3), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE l U PHASE, THREE (3) WIRE POWER FOR THE LARGE BOX, SMALL BOX, LARGE 'T' AND SMALL 'T' HANGARS AS NOTED. THE EXACT TRANSFORMER SIZE AND LOCATION SHALL BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE 'HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. (D4PROPOSED LOCATION FOR FUTURE PAP MOUNTED TRANSFORMER No. 4 (T-4), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3454, 3455, 3464 AND 3465 BEARDALL AVENUE BUILDINGS. OPROP06ED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 5 (T-5), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS, THIS TRANSFORMER SHALL BE L15ED FOR THE 3456, 3451, 3458, 34E.55,3460, 3461, 3462 AND 3463 BEARDALL AVENUE BUILDINGS. (D(o PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 6 (T-6), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE UNITS IN THE 'D', 'E' AND 'F' BUILDINGS. OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.1 (T-1), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRAN5FORMER SHALL BE USED FOR THE 3466,.3467, 3416, 3411, 3418 AND 3419 BEARDALL AVENUE BUILDINGS. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 8 (T-8), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (U PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3466,346% 3410, 3411, 3412, 3413, 3414 AND 3415 BEARDALL AVENUE BUILDINGS. OFROP05ED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 9 (T-9), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3480, 3481;3482 AND 3483 BEARDALL AVENUE BUILDINGS. 10 PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRAN5Fbp1ER No. 10 (T-10), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE UNITS IN THE 'G', 'H' AND 'J' BUILDINGS. 1) THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A CAST OUTLET BOX AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE OWNERS SIGN. COORDINATE THE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. ROUTE A THREE-QUARTER INCH (3/4') CONDUIT WITH THREE (3)10 THWN, CU, TO THE PANEL A5 NOTED: THESE CIRCUITS SHALL BE CONTROLLED BY A PHOTOCELL. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A PHOTOCELL EQUAL TO INTERMATIC'K4321C AT THE PANEL, 1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE A TWO INCH (2') CONDUIT STUBBED OUT OF THE TRANSFORMER FOR FUTURE CONNECTION OF THE BUILDING AS NOTED. PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF THIS CONDUIT AND CAP BOTH ENDS OF THE CONDUIT TO PREVENT WATER INTRUSION. 13 THE UNDERGROUND PRIMARY ELECTRICAL CONDUIT 15 SHOWN FOR REFERENCE ONLY AND IS NOT INTENDED TO REPRESENT THE ACTUAL CONDUIT ROUTING. THE ACTUAL PRIMARY UNDERGROUND CONDUITS SHALL BE DESIGNED AND INSTALLED BY FLORIDA POWER AND LIGHT. 14 THERE ARE SOME MODIFICATIONS TO THE TAXIWAY LIGHTING THAT 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 DESIGN AND CONSTRUCTION NECESSARY TO ADD OR RELOCATE THE TAXIWAY LIGHTING AS REQUIRED. )� THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION TO THE PACKAGED 'LIFT STATION' AS REQUIRED. REFER TO THE PROJECT CIVIL DRAWINGS FOR THE EXACT LOCATION OF THE LIFT STATION AND THE PUMP REQUIREMENTS. PROVIDE A SIXTY AMP (60 A), 240 VOLT, 2 WIRE, SM, NEMA 3R, FUSIBLE DISCONNECT SWITCH. AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE LIFT STATION. CONTROLLER A5 REQUIRED. ROUTE A ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3) 04 THWN, CU., AND ONE (1) % THWN, CU., GROUND TO THE TRANSFORMER A$ NOTED, REFER TO THE 'POWER RISER DIAGRAM - SANITARY LIFT STATION' FOR ADDITIONAL INFORMATION, 16 THE ELECTRICAL CONTRACTOR SHALL PROVIDE A ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT FROM PANEL 'LBAI' TO A POINT EAST OF THE LARGE BOX BUILDING AS NOTED FOR FUTURE INSTALLAION OF PANEL 15A2' WHICH WILL SERVE THE GAS ISLAND WHEN IT 15 INSTALLED, CAP THE CONDUIT AND LABEL BOTH ENDS, 14 0 STREET ADDRESS (TYPICAL FOR THE CORPORATE HANGARS ONLY) 1. - A L- L AVE 13 EAR [), 1� 11 TRANSFORMER No. 4 (T-4) �� 0 TRANSFORMER No.1 (T-1) (NOT INSTALLED DURING (NOT INSTALLED DURING DURING PHASE IA) - DURING PHASE IA) $ CI -33-3 ^c = -p- - -� TO TRANSFORMER No. i (T -I) I I I I I I -- I T SFORMER No. 1 (T-1) I € I d Or r.-.,-........�...,._ j 341.42 - �� 3453 d ij I g tl ! d P g L••,_• i 345 ! �'�.-_. � g € 46 € 1 I 46, 1__.._�� __ I...___ ! 34-11 g s � d 34'18 r,.. l4 ! I d ! d d d $! ~9 44 ,.��, J(- ! _; i _ I.,' fi!y sM... PANEL 'Cl'--T- (AND 'C29 4dI! 3 479 F 6i3443 5-4-5-2 HAW A 13 Id (BUILDING TYPE 3,TYPIVL4 .„.--- _.. OF I THIS PHASE. THIS H ANGAR 15 FOR ODELL) �u�Ll 'CORPORATE' HANGAR (BUILDING TYPE 1, TYPIC OF 2 THIS PHASE) NOTE: REFER TO 'ENLARGED PLAN No. 1' FOR ADDITIONAL WORK IN THIS AREA. LARGE 'BOX' (ONLY ONE (1: SMALL 'BOX' HANGAR (ONLY ONE lU iN PHASE IA) li i '_ a.,..l.3 I,.r•;:r•...._...,._....._.„.....t i i r..___..________.I_....d r_I''._.__-.---....___-.+ $ j z.__.._.____ -•--•-i..._.; r_�_.___.._.._-_.._..,., I I _.._ -4 *i 4 -4F3 -4-E-,1 $ ! ! i ! I 1 $ I 1 i ! 1 $ ! ! -_ -_-� I i 45 i _,_.__� f �`' i 46 i I g i 46 � -_ 34"15 6 I ! i 4 L I'g `MI PANEL 'C31.` _ [� 1 ! ! I P ('C4' FUTURE). sr'rl;> + tM,ry Cg i i i. I !fie J ! d $ g g ! g ° d ! E i 3481 i��ag1 1 F_ !_ i I t i € g i ! g _,. 3 �_... _-i $ ! g i _ 345'1 !_. _� ._..i -. ��.� d 3462 i + i 46 ! 1�.. . _t l - ! 3414 $ d ! $ !_ w T SFORMER No. 2 (T-2) 1 ,4NSFORM£R No. 5 (T- i g 1 ' TF,MISFORMER No. S lT-� d r t I 445 € t $ ! ! ! $ 9 ! I ! (NPT INSTALLED pURING1, $ i i P I t INSTALLED DURING;DURING; �._.,,.,.......,. _.._......., $ t _, - a DURING PHASE IA) - I $_Del! o ! ; s d I t. _._ __ _ i ING PHASE IA) I i d ! i � I I I I 1 t I I i g g g ; i g PANEL 'Cl' „y'� -P-j - I ! Ffl i i ® 1 ! FT] j 1 (AND CS) ...�s I 44 344 2 1 i t s 1 1 i i 1 j i 1 S d s 1 T ISFORMER No. 9 (T-1 ! y - ! -Y�-- ! d - H- 1 ! (N' T INSTALLED DURI ! 1 I 45 t , 1'" "�, t 3461 g_ ...� _-_ 1 1._ _..! 3413 g g 3482 i._ _ 1) RING PHASE IA) ! s $ L i I a a . �.44", .t.1 l 1.1.,1_�•� .......�,,,_.d r"'"i ' I;i � € '�'.' �.,�...._.,..._._......___,. y {� d -d PANEL C5 ,ems 1 ! i ! �h ,". "C6' FUTURE) r..__,_...� ! ! ! $ ; 1 d-.__.1 L -._i i 345 ;._ .,�..__, I _,.a. i 46 I 3411 t.w_ I _._ _ L ._ ._! 3412 1 $ 3447 � 344 € ! 1 d i t P I I ! t� r +�• I 1 � ..~_ -�+.._I � � i �, JJ i 1 g Vie. p_ �•� � g I ! I FUTURE GATE No. I (G -I - I ,GATE No. 2 (G-2), -__ `' C�4TTE NQ. -3 (G-3 'CORPORATE' HANGAR (BUILDING TYPE 2 TYPICAL. OF 1 THIS PHASE) 11 n 1 I I 9 i I 1 Rn , , $ ! H' MUM RE ✓ `_ _,__ .. ( i��IT� ;s.__._.._ _._._._ � i FUTURE E'! ! _ ..., g G ! _.,_._.�- d F-tl11.M j'l +! ( 'B' 8111 DfS I V o -I ! ! I 1-1 1...__._ I $ �_.. �. 1 1 i BL& DNM 1 i _,, i BIJIUMM E P t _ _. g I BULDNM i d P I_ c_2 ��-y .� ® L._•_-- #A'-.Bt�..D1NG3 e -a --.-._i I `...� $-� 1 I I ! g""•"+c==, '�.....! i._....i I g_._--7 L...J 9.__� j i i�-•-••=• i I 1 i ! . J 16 I-1- 8"4 6-5 ! 3 g 1 0 - i °1 �---_-.--•-_ � __ i .y- C"8 3 r_.,_Y _ _ 1 g f..._._1 t € g g $ i 1 g € ! � i ! _ - FA --2 I I�] I FA- -11 B-, I � I $ i d-"--�•=-� + r t i` .�•� ! i ! r...,.:-�•o € 1 B_g tw._�._,�_.�- TRAN 1 I E -No? 10(110) i 3 A-4 �.F- FA-- lu c-Iz i 12 t r ! 1 ' ! ! r ._ d I ! �.... --- �- , !•' j ~�__ (NOT INS LL D DURING ' T i q I t-- DURING PkIAS -IA) _.J I i.. _ Y i c I I d 0 ' A-6 - u PT J - If - - I P�I):L 'Lill' c-13 _I- - 'LT: -BA1 I (AND) TRANSFORMS No. 6 ( -6)! I I ! € I d Rh1 N . 3 (T-3) (-tl -, Fc 141 PANEL '� T3' i i ! i ! (NOT IN TALLED RUR( 1 + f $ 1 ' ; ! ' _.F DURING! PHASE IA) I t (AND 5 41) ! g_ ! g 1 1 I i '� 4-��FB--12 F'�� � C-15 �--- "'! $ i +--•--j' 'd ! t r i�..r...._...__. + t�'� L ... t i g i 1 �. _{, I.... _.._ __,.tv � I � ..� .,� € i �,. ,�•..._.._._ ._t._ _........ _ � I i i i i ! $ _-� 1 .l c-- A-1 A-8 j � � g�8-14 1 I 1 € g r_...:,...•.....g i $ I! I P g ��_,.....-! t d g i I 3 I �__:, -i i d i L,_!s__� 3N�i I �• t �'� !! i !! d ! I +` 7 ��. _.I ! I I I E i r-`1 i 9 ! 3 1 i ! t _..�$� -` � l d F5--17 F_ r, -d C-� � ! i ! ! t 1 q f ! 4 1 E ! d I ! i � g d I ! ! i i ! A-11 A-12 1 � - i 1 ! ! ! i ! i - ! i I ! ! ! i ,? �_ ! ( I ;� ! d $ 1 ;. ... 8-18 1 a G-22 A 6-19.,,..., i ��"__ ! t I I ! + d s•---1 I d ! 9 I f ! ! t r -_._S P d ! 4 i d ! i ! r ---d I g d A-13 I A -I4 y-- �®2 ' g ! 4 t_..� I d -I .�,�._...-._ �,__...,.,...�... ._�._.,._.t.......�,._._._. t......._:_.._�-` tc....._a.-.._.....,.,I-•-+--1..�.....,....t._...._._.y..(-� � ._...s..,�..w.....�--_•°-�..._... ....i........, ..I--- t_�-a_,.-......,.g----t ! I ! I I I ! a r i r k I t ! I LARGE 'T" HANGAR SMALL 'T' HANGAR (TYPICAL, OF TWO (TYPICAL OF ONE ( I (2) IN PHASE IA) (1) IN PHASE IA) I TRICAL I�Wkklklw;101111A■ - V W4 m W;�, Ire E 0 ERIC D. KURITZK� ARCHITECT AR0007981 ARCM79CWRE CONMVCPiON ANIDiI TFAMON CONSULTANT P.O. BOX 561227 ORLANDO FLORIDA 32856 407 898-8854 407 898-7992 FAX C M � 0 v:dro�� �,; 0 z •a v'�� i i z v ca wAa' €:4'a�iW•o 1,oto 4 CIS 0�, W A .,0awHt�. m 09 C 0 q rr; c 0 L a. a fA Ot c O v m m } 0 -v 0 e m a m a. • 0 w c 0 V m L 0 .v C v v V 7 Y 0 W 0 a 0 a i v c _ ov L m _ 0 e m 0 0 .c U 4 Y Y C! U W V � p b ~ O vel a O ,4 td � N v 0 CtS 12 co 0 �f•i N CSS f�l1 ii 4j 0 �+ o atm 00 -11111111-1 v1 cn Im REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD H. CSO DATE OCTOBER 13 2003 SCALE AS NOTED PROJECT NO. WPC -Om MA97M L EECTFICAL WM PLAN - POWER AM NOTES SHEET E-1 Y�. MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS NOTES OTHERE ARE TWO (2) EXISTING FOUR INCH l49 CONDUITS WHICH ARE ROUTED BACK TO THE SANFORD AIRPORT. IT WILL BE THE RESPONSIBILITY OF THE AIRPORT SYSTEMS CONTRACTOR TO EXTEND THESE CONDUITS t0 THE NEW GRADE MOUNTED PULL BOX AS NOTED. THESE CONDUITS SHALL BE USED t0 INSTALL THE 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. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED PULL BOX WHiCH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (21) ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM'` SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (241) DEEP. INCREASE THE BOX SiZE AS REQUIRED FOR THE NUMBER OF CABLES BEIM INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE. BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -P5-1' TO IDENTIFY THIS BOX:. TH15 BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA, OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW FOUR INCH (4') CONDUITS FROM 'CCTV -PS -I' TO THE MAIN TELEPHONE TERMINAL E OARD LOCATED IN THE CLOSET OF THE PiLOTS LOUNGE. REFER t0 THE 'ENLARGED ELECTRICAL FLOOR PLAN - LOUNGE AREA' FOR ADDITIONAL INFORMATION. (� NEW 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 SIZING AND EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (3') CONDUITS WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMU71 OF TWO INCHES l29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (24') SQUARE BY TWENTY-FOUR INCHES (241) DEEP. INCREASE THE Box SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHiCH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED To INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -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 (1) NEW TW10 INCH (29 CONDUIT FROM 'CCTV -PB -2' TO THE TELEPHONE TERMINAL BOARD INSIDE 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 t0 THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR TTB SIZING AND EQUIPMENT REQUIREMENTS. Og THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW TWO INCH l29 CONDUIT FROM 'CCTV -P5-2' TO A POINT JUST INSIDE OF THE BUILDING AS NOTED. THIS CONDUIT SHALL BE USED FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS IN THIS BUILDING. 1� 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, A(::S, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS, LABEL BOTH ENDS OF THE PULL WIRE, 1) 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, IDS, CTV, DATA/tEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE, 12 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A'GRADE MOUINTED, PULL BOX WHiCH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (21) ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MNIMUM 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 PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC, CABLES' AND THE BOX SHALL BE FIELD LOCATED t0 INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX, THE SOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -PB -3' TO IDENTIFY THIS BOX. THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUMI OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (241) 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 OF71C 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 -4' TO IDENTIFY THIS BOX THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. 14 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (I) NEW TW INCH (29 CONDUIT FROM 'CCN -P5-3' TO THE TELEPHONE TERMINAL BOARD INSIDE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 3' FOR ADDITIONAL INFORMATION. 15 PROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 3' FOR TTB SIZING AND EQUIPMEi T REQUIREMENTS. 1(o ROUTE A ONE INCH (19 CONDUIT BETWEEN THE TTB SHOWN AND THE BUILDING NOTED, STUB THE CONDUIT UP At THE TTB AND PROVIDE A LABEL ON THE CONDUIT AT 130TH 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. t°CORPORATTEf1� Ifit 3�F42 HANGARS LY) l� 'CORPORATE' HANGAR ___,z (BUILDING TYPE 3, TYPI AL 443 OF I TH15 PHASE) CCTV -3-- 44 uj 344 0 id 'CORPORATE' HANGAR (BUILDING TYPE i, TYPIi OF 2 THIS PHASE) NOTE, LARGE 'BOX' HANGAR - (ONLY ONE (1) IN PHASE (ONLY ONE (1) IN PHASE IA) I Ij•`:.. 44 [--A'R AL, L L AVE. 01 I r--_—_� Fw__ � j-4-1 k i I � � i _.-•______ .' � s I I �F46 g 1 ;._ _.� �� € 3 3411 _ I _,_ri-•,,, i _._._ ._... k 1 p 3 i.- __ ._.._ 1 f __ E.: ��I ;�"--\f fl j i.. 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I t 3 t t-.._.._ $ i f 8 ! g 1 t � i........a C-22 r k $ I J 3.• .1 I 17 k g i- -•� f I t I I f t �.-.? d ��1 I® !F `k s-�---__.s_•_.i s i i s s -....k t i � i f $ i t....� i 9� f i i ! 3 SMALL 'T' HANGAR (TYPICAL OF ONE (1) IN PHASE IA) 1 TRICAL SITE PLAN - INSTALLED SYSTEMS ci E L 0 0 iiNlillliffL V l ERIC D. KURITZKY AR0007981 ARCErfECPURE CONSTRUCTION ADYIIiIB'f'RATION CONSULTANT P.O. BOX 501227 OR[.ANDO, FLORIDA 32858 407 898-8854 407 898-7992 FAX m a nom% asv moo 0 0 Z w 0. g W•o �• ;a a m g p 0 w r"'2r.PF 0 44E -5k rn V � b Y b F-1 it 1 O C� rel O td '� . U F.4 � U O CCS r4 �A W � � CSS O 4-i I � � � O � r+4'2.1 0 q�q O 4-4 r_ a U� aQ�•f oO � REVISIONS m DRAWN IN AMY HOLLOWAY CHECKED HAROLD H. COLO DATE OCTOBER S 20M SCALE AS NOTED PROJECT NO. WPC -O= it A81ai ELECTFICAL SITE PLAN — INSTALIED SYSTEMS SHEET E�2 4 NEW METER T TRANSFORMER No. I (T -I) 2 ■ NEW MANUAL TRANSFER SWITCH S 5 r — , SANITARY LIFT STATION i DUPLEX PUMP (2 e 3 HP) CONTROLLER I1 NEW MAIN DISCONNECT POWER RISER DIAGRAM — SANITARY LIFT STATION NO SCALE' SHOWS REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION :AS NOTED. SHOWS REAR VIEW OF THE NEW MAIN DISCONNECT SWITCH FOR PROVIDE NUTS, BOLTS AND LOCK THE LIFT STATION AS NOTED. WASHERS ON ALL FOUR (4) CORNERS OF THE DEVICE BEING MOUNTED (TYP.) PROVIDE A SQUARE PF CONCRETE POLE FOR OF THE KINDORF CHAMP PROVIDE KINDORF CHANNEL A$ REQUIRED FOR THE SUPPORT BETWEEN THE NEW METER:DISCONNECT $U CONCRETE POSTS. ANCHOR CONTROLLER, RELAY C THE KINDORF CHANNELS TOOR OTHER MISCELLANE THE POSTS WITH ANCHORS , E - �� _ �1 ELECTRICAL EQUIPMEN AND BOLTS DRILLED INTO REQUIRED. THE POLES THE POSTS. THE ELECTRICAL o 0 1 ® '0 ® 0 0 10 0 0 01 0 0FI BE FOUR INCH (49 5QU, CONTRACTOR SHALL BE MINIMUM AND THE MOUN THE PRAC:K FOR SIZING OF THE ° 6 I i a No MCS THAI FIVE FE EQUIPMENT TO BE MOUNTED I w_ ` I TO THE TOP. $INK THE AND SHALL PROVIDE THE AT LEAST FIVE FEET (5' KINDORF CHANNELS ON THE GROUND. BOTH SIDES OF THE PO$T5 ° p I I I a ° A$ REQUIRED. 0 0 ® 0 0 ® o 0 0 0 o 01 0 0 L-.. _ - .-..1 D d FINISHED GRADE p Q . II=ili��i.�f�:lli� ..•o.-li.!-=1IIW-=�11�==1iI �iT1��'II�I�I=:�IIITII�iI6=.A .. --li�Tili�-!ll���T1=—.II;. .lflj�,i1�- fR-4VI; _I ' _.___1 -I !� !- °1=lii=ill= fiI iil=1' �1�=-Il1LL=1lI� I1illlml' lil ill I I'H:lII-ZEIII lii( IIl E l - I= --1 I Ml i i- I I -_-- i _I 1 I! I._ f I I- I T E -E -11 . I_i I I -lIIlliI ° 1=-1 I 1=_-I I I- ;��IIililj 711 1-�---1 I I -I I I�:n :i I I--:- iii t f l- III._.�._! 11:7- -1 i �_� 4 -lliW - iii NOTE: COMPACT SOIL AROUND ALL METALS TO BE HOT \—COMPACT SOIL AROUND CONCRETE POLE BASE DIPPED GALVANIZED, CONCRETE POLE BASE PRIMED AND PAINTED, SHOWS FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR — IP- 1 1— /fit AtI—f A2 \1/tYf1 PROXIMITY CARD ) READER ONE 1 ;( CCTV CAMERA AND FLOOR LIGHT POLE I SLAND GATE No. I (G-1) ' .I �r i GENERACONCRETE . CIONTRACTBC I TO NEW PANEL 'C5', CIRCUITS 33:35:31 AND 31 2 ------ --- --- TYICAL GRADE MOUNTED RACK DETAIL (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) NO SCALE CCTV-RB-2Vol Mil � � � � � � I - &-r 0 a -- ENLARGED ELECTRICAL SITE PLAN No. 1 NOTES OPROVIDE, INSTALL AND CONNECT A THIRTY -AMP (30A), 240 VOLT, 2 WIRE, NEMA 3R SOLID NEUTRAL (S/N), D15CONNECT SWITCH FOR THE HYDRAULIC GATE OPERATOR MOUNT THE DISCONNECT ON A FABRICATED METAL RACK AND PAINT AS REQUIRED BY THE PROJECT OWNER, MR TRACY FOREST, OR AN APPROVED EQUAL OWNER, OR JUST ANYONE OFF THE STREET. REFER TO T14E 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. ROUTE A WEATHER-PROOF FLEXIBLE METALLIC CONDUIT FROM THE DISCONNECT SWITCH TO THE GATE CONTROLLER AND PROVIDE COWECTION TO MOTOR A5 REQUIRED. THE TWO (2) POLE CIRCUIT SHALL BE USED FOR THE GATE MOTOR AND THE SINGLE (1) POLE CIRCUIT SHALL BE USED TO PROVIDE POWER TO THE FIBER OPTIC TRANSMITTER AND THE FLOOD LIGHT A$ NOTED, OROUTE A ONE AND ONE-QUARTER INCH (1-1/41) CONDUIT WITH FIVE (5) MO THWN, CU. AND TWO (2) M0 THWN, CU. GROUND$ TO THE PANEL AS NOTED. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA.. THE CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY -51X INCHES (369 BELOW THE FIN15HED GRADE OR BELOW A BUILDING OR SIDEWALK REFER TO THE PANEL SCHEDULE FOR BREAKER SIZING. THIS PANEL 15 LOCATED AT THE CORPORATE HANGAR BUILDING WITH THE 3445/3449 ADDRESS. REFER TO THE 'MASTER ELECTRICAL 517E PLAN - POWER' FOR THE PANEL LOCATION, OPROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE LONG RANGE PROXIMITY CARD READER REFER TO THE POLE MOUNTING AND FABRICATION DETAILS FOR ADDITIONAL INFORMATION. OPROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE CCTV CAMERA AND THE FLOOD LIGHT. REFER TO THE POLE MOUNTING AND FABRICATION DETAILS FOR ADDITIONAL INFORMATION. OROUTE A ONE-HALF INCH (1/29 CONDUIT WITH FOUR (4) MO TW%, CU, FOR POWER TO THE CAMERA AND LIGHT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY BE SCHEDULE 40 Pvc IF LOCATED THIRTY -51X INCHES (369 BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK ( (o } ROUTE A THREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE FIBER OPTIC CABLE(5) BY OTHERS. PROVIDE A PULL -WIRE IN THE CONDUIT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED -THIRTY-51X INCHES (369 BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK OROUTE A THREE-QUARTER INCH (3/49 CONDUIT FOR INSTALLATION OF THE ACGE55 CONTROL SYSTEM (ACS) MULTI -PAIR CA5LE(5) BY OTHERS, PROVIDE A PULL -WIRE IN THE CONDUIT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA, THE CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK 0 1 APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX A5 NOTED. ��----�� REFER TO THE 'MASTER ELECTRICAL 51TE PLAN - INSTALLED SYSTEMS' FOR ADDITIONAL INFORMATION. OREFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEM$' FOR CONTINUATION OF THE FIBER OPTIC CONDUITS. j� PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED GATE CONTROLLER FOR ALL CONDUIT $TUB -UPS. THE CONTROLLER SHALL BE MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE CONNECTIONS IN THE CONTROLLER jj THE ELECTRICAL CONTRACTOR $HALL PROVIDE COORDINATION WITH THE GENERAL CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND EQUIPMENT TO BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR ALL PEDESTRIAN SAFETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED IN THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENTS. PLAN Nc SCALE : I'=, POWER RISER DIAGRAM SANITARY LIFT STATION OTHE LOCAL POWER COMPANY, FLORIDA POUTER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS TO THIS TRANSFORMER THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE LOCAL POWER COMPANY. THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PAD -MOUNTED TRANSFORMER No. I (T -U AS NOTED, THE ELECTRICAL CONTRACTOR $HALL BE RESPONSIBLE FOR COORDINATION WITH THE LOCAL POWER COMPANY. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3) 04 THWN, CU. FROM THE TRANSFORMER SECONDARY TO THE METER AS NOTED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER COMPANY FOR INSTALLATION OF THE NEW METER IF REQUIRED THE ELECTRICAL CONTRACTOR $HALL PROVIDE THE METER BASE. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3) 04 THWN, CU. AND ONE (1) 06 THWN, CU., GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH AS NOTED. OPROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION A5 REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. THE GROUNDING: CONDUCTOR FROM THE MAIN D15CONNECT AND THE METER SHALL BE 04 THWN, COPPER MINIMUM, OPROVIDE, INSTALL AND CONNECT A NEW MAIN DISCONNECT SWITCH FOR THE SANITARY LIFT STATION AS REQUIRED. THE DISCONNECT SWITCH SHALL BE 60 AMP, 240 VOLT, 2 WIRE, 5M, NEMA 3R, FU5I5LE WITH SIXTY AMP CLASS RK -5, TFAULT- TRAP' FUSES. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER INDICATING 'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED BACKGROUND. MOUNT THE D1,6CONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER t0 THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3) 04 THWN, CU. AND ONE (1) '6 THWN, CU., GROUND FROM THE MAIN DISCONNECT SWITCH TO THE MANUAL TRANSFER SWITCH A$ NOTED. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW MANUAL TRANSFER SWITCH ON THE BACK OF THE RACK USED FOR THE MAIN DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE SIXTY AMP (&OA) RATED AT 240 VOLTS AND SHALL HAVE A NEMA 3R ENCLOSURE. THE MANUAL TRANSFER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK WHICH WILL BE USED TO LOCK THE SWITCH IN EITHER POSITION. j� THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SIXTY AMP (60A), 240 VOLT, 2 WIRE, 5M, TWIST -LOCK RECEPTACLE IN A NEMA 3R BOX WITH A WEATHER-PROOF COVER PLATE. PROVIDE A TWIST -LOCK MALE PLUG FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR INTO THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE. ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THU1N, CU. AND ONE (1) T'6 THWN, CU, GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH. DT140N,ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) #4 CU. AND ONE (1) % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO THE LIFT STATION CONTROLLER AND PROVIDE CONNECTION AS REQUIRED, E O O ARCHITECT CL AR0007981 C ARCHUECTURE CONSTRUC71ON ADlONIWRATION CONSULTANT b P.O. BOX 561227 ORLANDO, FLORIDA 32856 407 898-6654 (407) 898-7992 FAX oa 914 o Ca U� �n v v °0 o C q o o -0oz zo O o y'FOv M N of N W n .'d ;./ O pq 0) ;> C yO w O CL C 0 cd b 0 O oa 914 o Ca U� �n v v o C O o U .'d ;./ O ;> w `0 CL Z_ 0 cd b 0 O oa 914 o Ca U� �n v v o C ;> c� U o O w OCL o � � A cti O y-1 `0 m Z_ 0 cd b 0 O oa 914 o Ca U� �n v v t REVISIONS Y 0 4, 0 0 CL L a 0 s 0 o` 0 0 'o t DRAWN v AW HOLLOWA CHECKED o HAROLD H. CONDO DATE OCTOBER 13 2001 SCALE AS NOTE? PROJECT NO. Nri Ki C W TSHEET "t f� U i` Z l — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- — — — DATE 25 ;JUN 2003SCALE 1 = 60' FILE NO. 0301X1 n M. Russell Davidson, P.E. Florida P.E. No. 31933 SHEET NO. • X1 f� U Z Z ' 'j W 0 W f U W p U �V) U O DATE 25 ;JUN 2003SCALE 1 = 60' FILE NO. 0301X1 n M. Russell Davidson, P.E. Florida P.E. No. 31933 SHEET NO. • X1 f� U Z Z ' 'j W 0 W f U li p U �V) U O Q L Z �- t < U Z J 0 DATE 25 ;JUN 2003SCALE 1 = 60' FILE NO. 0301X1 n M. Russell Davidson, P.E. Florida P.E. No. 31933 SHEET NO. • X1