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FRAMED OPENING- FIELD LOCATED 2093 Cherry Road a RE, DD Cabot, Arkansas 501-e'343-9790 Florida PE# 40371 _.d - _ - - �JETAIL#�SHEE� < DETAIL - , l ,` NpTA rll�N ,, Q BUILDING — SEE DETAIL I L PACK � Qin I N� I r:�1TED DETAILS -� ! ' ) __ 0 I SYSTEMS _.._... �. : CONRAD CONSTRUCTION � �a�l ��"" I - P.O. k3�� 0 SANF OR% F"L, 3031 1 � - ' IYi(lY" TG�9. NY, IS1., 30103 ORL ANDCI SANT"C�D A I l�F��'l k0#1 , ORLANDO, F'L ...�.....__(334) 265-3850 FAX 1�• UNIT NESTED T--WANGAl2 � srl�t: . , 4 WITH . HYDRDSW I NG DOORS � --- , , ' . HORIZONTAL TRACK END HANGER BRACKET (SUPPLIED BY DOOR INSTALLER) CLOSES ROLLER CHANNEL. INTERMEDIATE HANGER REQUIRED FOR DOORS 12'0' AND HIGHER V/ / MODELS 600 600S 600V 620 624 6305, 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 NO INSULATION) 8'-0' MODEL 6005: 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 '--1� MODEL 600: 25 GA. STEEL SKIN NO INSULATION) HORIZONTAL TRACK MODEL 6005: 25 GA. STEEL SKININSULATED W/ STEEL BACK SHEETS) 14 GA. MIN. MODEL 60OV: 25 GA. STEEL SKIN INSULATED Vi VINYL BACKERS) CLIPS ARE ATTACHED TO TRACK MODEL 620: 20 GA. STEEL SKINNO INSULATION) 3 MODEL 624: 24 GA. STEEL SKIN NO IN'UL ATI01`I) TRACK DETAILS MODEL 63OS: 20 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) GALVANIZED STEEL MODEL 630V: 20 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) TRACK SECTIONS MODEL 634S: 24 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) VERTICAL - .060 MIN - MODEL 634V: 24 GA. STEEL SKIN INSULATED W/, VINYL BACKERS) - STEEL JAMBS 3/16" MIN. MAY BE BACK— STEEL JAMB FILLED WITH CONCRETE, BUT NOT REQUIRED. 1/8"xt" LONG FILLET WELD (E60XX ELECTRODE MIN.). WELD TO BE LOCATED VERTICALLY STEEL JAMBS ON ANGLE AT 24' CENTER AND TACK 12 GA. GALV. REVERSE WELD TOE OF ANGLE AT OR CONTINUOUS ANGLE SAME SPACING. MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. WOOD JAMB ON CONCRETE 2,000 PSI MIN CONCRETE 3/8" DIA. x 1-5/8" MIN. EMBED SLEEVE ANCHOR BOLT. WASHER INCL'D. 24" MAX. O.C. TO SECURE 2x6 JAMB TO CONCRETE. C'SINK IF NEEDED. /BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16"x1-5/8" LG. LAG SCREW PER BRACKET OR TRACK CUP LOCATION. CONCRETE JAMBS 2,000 PSI MIN CONCRETE 3" x 20 GA. GALV. STEEL U -BAR. U -BARS ARRANGED IN A 2-1-2-1 PATTERN. TWO U -BARS ON ODD -NUMBERED SECTIONS AND ONE U -BAR ON EVEN NUMBERED SECTIONS. U -BARS ATTACHED AT EACH STILE WITH (2) 1/4" x 3/4" SELF -TAPPING SCREWS. DATE 6/24/98 11/2000 O TM KO �• OPTIONAL ALUMINUM FULL VISION WINDOW LITE SECTIONS AVAILABLE (1/8- DSB, 1/8" PLEXI,- 1/4" WIRE, 1/2" INSUL.). FULL VISION SECTIONS TO HAVE SAME REINFORCEMENT AS OTHER SECTIONS. VERTICAL TRACK CAN BE 2 EITHER BRACKET MOUNT, CONTINUOUS ANGLE OR OPENING REVERSE ANGLE TRACK. HEIGHT ALL TRACK BRACKETS AND 1el TRACK CLIPS ARE 12 GA. 24' TYPICAL GALV. STEEL. BRACKETS AND CTR -CTR CLIPS ARE ATTACHED TO TRACK WITH EITHER TWO 1/4" RIVETS 10' 1 _ OR ONE 1/4" BOLT & NUT. 3 -1/2 SIDE ELEVATION STANDARD -LIFT TRACK DETAILS STEEL JAMBS 3/16" MIN. MAY BE BACK— STEEL JAMB FILLED WITH CONCRETE, BUT NOT REQUIRED. 1/8"xt" LONG FILLET WELD (E60XX ELECTRODE MIN.). WELD TO BE LOCATED VERTICALLY STEEL JAMBS ON ANGLE AT 24' CENTER AND TACK 12 GA. GALV. REVERSE WELD TOE OF ANGLE AT OR CONTINUOUS ANGLE SAME SPACING. MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. WOOD JAMB ON CONCRETE 2,000 PSI MIN CONCRETE 3/8" DIA. x 1-5/8" MIN. EMBED SLEEVE ANCHOR BOLT. WASHER INCL'D. 24" MAX. O.C. TO SECURE 2x6 JAMB TO CONCRETE. C'SINK IF NEEDED. /BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16"x1-5/8" LG. LAG SCREW PER BRACKET OR TRACK CUP LOCATION. CONCRETE JAMBS 2,000 PSI MIN CONCRETE 3" x 20 GA. GALV. STEEL U -BAR. U -BARS ARRANGED IN A 2-1-2-1 PATTERN. TWO U -BARS ON ODD -NUMBERED SECTIONS AND ONE U -BAR ON EVEN NUMBERED SECTIONS. U -BARS ATTACHED AT EACH STILE WITH (2) 1/4" x 3/4" SELF -TAPPING SCREWS. DATE 6/24/98 11/2000 O TM KO �• OPTIONAL ALUMINUM FULL VISION WINDOW LITE SECTIONS AVAILABLE (1/8- DSB, 1/8" PLEXI,- 1/4" WIRE, 1/2" INSUL.). FULL VISION SECTIONS TO HAVE SAME REINFORCEMENT AS OTHER SECTIONS. 1 /4"xt —3/4" MIN. EMBED TAPCON CONCRETE FASTENER. WASHER REQ'D. 22" MAX. O.C. TO SECURE ANGLE TO CONCRETE. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO CONCRETE. E44P I MAX. DOOR WIDTH: 12'-2' STEEL JAMBS MAY BE BACK—FILLED WITH CONCRETE, BUT NOT REQUIRED FOR SELF TAPPING SCREW. 3/16" MIN. STEEL JAMB 5/16"x1" LG. SELF TAPPING SCREW. 24" MAX. O.C. TO SECURE ANGLE TO STEEL JAMB. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. WOOD JAMBS 1/2"x3" MIN. EMBED LAG SCREW. WASHER REQ'D. 24" MAX. O.C. TO SECURE 2x6 WOOD JAMB TO WOOD STRUCTURE. BRACKET MOUNT OR CONTINUOUS ANCLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16"xl-5/8" CG. LAG SCREW PER BRACKET OR TRACK CLIP LOCATION. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT OF RECORD. a LHR TOP BRACKET DOUBLE HORIZONTAL TRACK DOUBLE TRACK IOW HEADROOM OPTION 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. BOTTOM SECTION REINFORCED WITH TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER FOR FLEXIBLE VINYL ASTRAGAL y 312 WALNUT STREET SUITE 1600 CINCINNATI, OH 45202 ADJUSTABLE TOP ROLLER BRACKET OF 12 GA. GALV. STEEL, INSTALLED ON DOOR WITH (4) #14 X 5/8' LG SHEET METAL SCREWS SECTI❑NS ARE 2' THK PANELS ROLL FORMED OF 25 GA. MIN. HOT DIPPED GALVANIZING, ROLL FORMED STEEL. IV SKIN HAS (2) 1/2' DP REINFORCING lk6� RIBS ON 8' CTRS COMPLEMENTED BY 1/8' DP BEADS ON 2' CTRS, SECTION HEIGHTS ARE 21' OR 24' HIGH CG 2 18 GA. MIN. GALV. PAINTED • • . • SKIN WIT 100 FASTENED TO DOOR TOG—L—LOC SYSTEM. CENTER HINGE - i TWO POINT FASTENED WITHLOCKING SHEET METAL SECTION 2-2 MEETING RAILS ARE ROLL FORMED -IIII �- _IIIIIIII_,. 1el a I a INTERMEDIATE ROLLER HINGES OF MIN. 1 /4"xt —3/4" MIN. EMBED TAPCON CONCRETE FASTENER. WASHER REQ'D. 22" MAX. O.C. TO SECURE ANGLE TO CONCRETE. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO CONCRETE. E44P I MAX. DOOR WIDTH: 12'-2' STEEL JAMBS MAY BE BACK—FILLED WITH CONCRETE, BUT NOT REQUIRED FOR SELF TAPPING SCREW. 3/16" MIN. STEEL JAMB 5/16"x1" LG. SELF TAPPING SCREW. 24" MAX. O.C. TO SECURE ANGLE TO STEEL JAMB. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB. WOOD JAMBS 1/2"x3" MIN. EMBED LAG SCREW. WASHER REQ'D. 24" MAX. O.C. TO SECURE 2x6 WOOD JAMB TO WOOD STRUCTURE. BRACKET MOUNT OR CONTINUOUS ANCLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16"xl-5/8" CG. LAG SCREW PER BRACKET OR TRACK CLIP LOCATION. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT OF RECORD. a LHR TOP BRACKET DOUBLE HORIZONTAL TRACK DOUBLE TRACK IOW HEADROOM OPTION 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. BOTTOM SECTION REINFORCED WITH TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER FOR FLEXIBLE VINYL ASTRAGAL y 312 WALNUT STREET SUITE 1600 CINCINNATI, OH 45202 ADJUSTABLE TOP ROLLER BRACKET OF 12 GA. GALV. STEEL, INSTALLED ON DOOR WITH (4) #14 X 5/8' LG SHEET METAL SCREWS SECTI❑NS ARE 2' THK PANELS ROLL FORMED OF 25 GA. MIN. HOT DIPPED GALVANIZING, ROLL FORMED STEEL. IV SKIN HAS (2) 1/2' DP REINFORCING lk6� RIBS ON 8' CTRS COMPLEMENTED BY 1/8' DP BEADS ON 2' CTRS, SECTION HEIGHTS ARE 21' OR 24' HIGH 13 GA. GALV. STEEL STEP PLATE/ LIFT HANDLE - MOUNTED TO BOTTOM BRACKET BOTTOM ROLLER BRACKET OF 13 GA, GALV. STEEL, FASTENED WITH (4) 414 X 5/8' LG SHT. MTL, SCREbIS CTION 1 - 1 DESIGN ENGINEER: MARK WESTERFIELD,-`P.E. FLORIDA P.E. #48495 DESIGN LOADS: +25.5 P.S.F. & -25.5 P.S.F. TEST LOADS: +38.0 P.S.F. & -38.0 P.S.F. SCALE- MAX. SIZE, 12'2"W x 18'0"H DATE, 10/3/95 DESCRIPTICtN M/N 600/620/624/630/634: +/-25.5 PSF DES. DRAWN BYE MWW DRAWING NUMBER, REV. CHECKED BY, B 101544 4 Z FEB/ 7 2002 CG 3' X 20 GA. U -BAR TRUSS MEETING RAILS ARE ROLL FORMED INT❑ WEATHERTIGHT SHIPLAP JOINT 1el a I a INTERMEDIATE ROLLER HINGES OF MIN. C 14 GA. GALV. STEEL, FASTENED WITH 1 (4) #14 X 5/8' LG, SHT. MTL SCREWSz 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 BOTTOM ROLLER BRACKET OF 13 GA, GALV. STEEL, FASTENED WITH (4) 414 X 5/8' LG SHT. MTL, SCREbIS CTION 1 - 1 DESIGN ENGINEER: MARK WESTERFIELD,-`P.E. FLORIDA P.E. #48495 DESIGN LOADS: +25.5 P.S.F. & -25.5 P.S.F. TEST LOADS: +38.0 P.S.F. & -38.0 P.S.F. SCALE- MAX. SIZE, 12'2"W x 18'0"H DATE, 10/3/95 DESCRIPTICtN M/N 600/620/624/630/634: +/-25.5 PSF DES. DRAWN BYE MWW DRAWING NUMBER, REV. CHECKED BY, B 101544 4 Z FEB/ 7 2002 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE 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 `,MLL 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) 11 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231—M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX))' 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC -34 APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVEISL INSTANCES OF CHANGE CLEARLY INDICATED. 2 BE LEGIBLE AND UNAMBIGUOUS. :"I) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE—SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER, GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED, THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 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 iIETAL 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 A47A. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGtri 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 (11-13-85), UNLESS OTHERWISE NOTED, ALL JOINTS WILL BE ASSEMBLED WITHOUT WAST; ...' UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND C.!%6!_E SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY S". _P. TURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAT' THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR P"',EATER 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 22.i,�, 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 STAND!,.RDS 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 -IOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER STOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. iT. RAIN FALL INTENSITY IS EQUAL TO 10 INCHES PER HOUR FOR A 5 MIN DURATION (5 YEAR MEAN RECURRENCE) DRAWING STATUS ❑FOR APPROVAL: THESE DRA.SINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS 10 CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. C ILY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. X FORPERMrr. THESE DRAVANGS, 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 CONM lrTiON: FINAL DRAVANGS. BUILDING DESCRIPTION: ENDWALL FRAME TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" CS 42'-0 247'-8 15'-7 1:12 BEARING FRAME BEARING 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 Bose Angle 26 03 PBR/PWHITE ROOF NONEED BY MANUFACTURER[--] BY OTHERS ED ROOFED WALLED UL -250 L4x2xt6go.x2O'-026 OS PBR/ TBD WALL SELF DRILLING SCREWS STANDARD TAPE SEAL TRIM: (1/8" POP RIVETS AT SPLICES) MEMBER ROOF( E 12 X Ik ) STITCH ROOF( # 14 x ) ANCHOR BOLT' 3/8" ® 26 a TBD RAKE MEMBER WALL( j 12 X 1lt ) STITCH WALL( # 14 x { ) BY OTHERS i" 0 26 Lao TBD EAVE RAKE TO ROOF: SELF—DRILLERS RAKE TO WALL: SELF—DRILLER WARRANTIES 26 Oa TBO GUTTER GUTTER TO ROOF: SELF—DRILLERS GUTTER STRAPS: SELF—DRILLERS BY BUILDING MANUFACTUREI U.L. 90 26 0y TBD DOWNS. CORNER TRIM. SELF—ORILIERS RAKE ANGLE: SELF—DRILLERS 20 YR ROOF I YES 1 26 Ca TBD CORNER ADDITIONAL FEATURES: 20 YR WALLI YE, 26 nil TBD ACCESS. BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FLORIDA BUILDING CODE 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 LOAD 2.0 PSF ( FOR ROOF PANELS AND PURLINS) DRAWING INDEX COLLATERAL DEAD L.Q.AD 0 PSF ISSUE PAGE DESCRIPTION ROOF LIVE LOAD A Cl of 1 COVER SHEET PRIMARY FRAMING 12 PSF A ESI of 1 STANDARD INSTALLATION PROCEDURES SECONDARY FRAMING 20 PSF 0 FI of 2 ANCHOR BOLT PLAN AUXILIARY LIVE LOAD — PSF 0 F2 of 2 ANCHOR BOLT REACTIONS GROUND SNOW LOAD — PSF ( Ce = — ) ROOF SNOW LOAD — PSF A E1 of 11 12 Unit T—Hanger Comportment Plan A E2 of 11 Cross Section ,WIND LOAD 110 MPH, EXPOSURE C A E3 of 11 Roof Framing Plan SEISMIC ZONE 'S, =0.113 ,S 1 =0.05 A E4 of it Bracing Seismic Use Group A E5 of 11 Sidewall and Endaall Framing Eley. Seismic Design Category A A E6 of 11 Sheeting Elevations Site Class A A E7 of I1 Building Sections IMPORTANCE FACTORS Basic Structural System - Dual system with ordinary A E8 of 11 Building Sections WIND LOAD 1.0 moment frames of y;iai a A E9 of 11 Building Sections concentrically braced frames A Et0 of II Building Sections SNOW LOAD 1.0 Response Modification Factor (R) 4`5 A E11 of 11 Building Sections SEISMIC LOAD 1.0 Deflection Amplification Factor (Cd) 4_0 Analysis Procedure — Equivalent Lateral Force A Sot Sections and Details MEZZANINE LOADS LIVE LOAD N/A PSF DEAD LOAD NIA PSF CRANE INFORMATION N/A ML THE UNDEF NOT THE ENGINEER FOR THE OVERALL DATE DESCRIPTION BY CK'D metallic building company '14/03 FOR PERMIT BAT CT[aim 7301 FAIRVIEW •HOUSTON, TEXAS • P.O. BOX 40338 21P 77041 (713) 466-7788 ZIP 77240 DESCRIPTION COVER SHEET SIZE SEE BUILDING DESCRIPTION SHEET Cl 2003 CUSTOMER J.B. MATHEWS TRACY FORR ST I GCATION SANFORD, FL, I CAD BY BAT NONE 1 0605-207065 1 1-- I C1 of 1 1 A CUSTOMER SERVICE PROCEDURES 3. Material to be purchased from other than the Manufacturer, including estimated quantities and cost. UNLOADING, HANDLING, AND STORING MATERIALS Touch—up of these minor abrasions is the responsibility of the End Customer. Shop primed steel which is coated surfaces when sheets are slid over one another. Never allow panels to be walked on while on the 4. Maximum total cost of proposed corrective work and material to be purchased from other than the stored in the field pending erection should be kept free of the ground, and so positioned as to minimize ground. Manufacturer, water—holding pockets, dust, mud, and other contamination of the primer film. Repairs of damage to primed Rough & improper handling of a panel is inexcusable & a prime example of poor job supervision. In order to give you prompt services and keep problems to a minimum, please handle any shortages or Fog CORRECTIVE WORK If the error is the fault of the Manufacturer, an STU19 — A great amount of time and iroubie can be saved if the building ports are unloaded at the surfaces and/or removal of foreign material due to improper field storage or site conditions ore not the responsibility of the Manufacturer. FASTENER INSTALLATION back charges in the fallowing manner. Carefully check list while unloading. Mork any items, which appear to be missing and notify AUTHoRizATION 'Authorization for Corrective Work' must be issued in writing by the Manufacturer to authorize the total forth. building site according to a pre—arranged plan. Proper location and handling of components will eliminate unnecessary handling. All primer should be touched up as required before erection! Correct fastener installation is one of the most critical steps when installing roof panels. Drive the fastener your packing the Customer Service Department at 1-800-777-9378 as soon as possible. Calling someone else could corrective work at a cost not to exceed the maximum cost set Alternative corrective work other than that proposed in the Initial Claim may be directed by the 'Authorization NOTE: Piece marks are stenciled on primary structural members at lower end, t'-0" from and. Inspect all shipments prior to releasing the He darns for loads that mar have shitted during transit ROOF AND WALL PANELS in until it is tight and the washer is firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene around the washer is a good visual lightness check. delay the proper response. 1. SHORT MATERI — Immediately upon delivery of material, quantities are to be verified by the Manufacturer in the of Corrective Work.' Only the Customer Service Department may authorize corrective work REMEMBER, 29fY FlRSTI Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 against quantities that are billed on the shipping document. Neither the Manufacturer nor the Customer erg q PP 9 y, FINAL CLAIM — The 'Final Claim" in writing must be forwarded by the Customer to the Manufacturer Blocking under the columns and rafters protects the splice plates and the slab from damage during the Manufacturers wall and roof panels including cola coated, golvalume & galvanized, provide excellent should be used for self—drilling screws. A 500-600 RPM fastener driver should be used for self—tapping screws. Discard wom sockets, these can cause the fastener to wobble during installation. cornier is responsible for the material shortages against the quantities billed on shipping document if such is delivered, then by within ten (10) days of completion of the corrective work authorized by the Manufacturer, unloading racers. It also facilitates litre placing of slings or cables around the members for later lifting and g p p g9 allows members to be lotted together into sub—assemblies while on the ground. Extra care should always service under widely varied conditions. Al unloading & erection personnel should fully understand that fliese ore merchandise, which meats cautious core in handliny shortages are not noted on shipping documents when Ute material and acknowledged panels qualify the carriers agent. If the comer is the Manufacturer, claims for shortages are to be made by the customer The 'Final Claim' must Include: be exercised in The unloading operation to prevent injuries from handling the steel and to prevent damage Under no circumstances should pgnels be handled rouahiv. Packages of sheets should be lifted off CORRECT DEGREE OF TOO TIGHT TOO LOOSE to Hie common carrier. If the material quanTiHes received are correct according to the quantities that are t. Actual number of man—hours by date of direct labor use on corrective work and actual hourly rates of to materials and the concrete slab. the truck with extreme care taken to insure that no damage occurs to ends of the sheets or to side ribs. TIGHTNESS SEPJAJTf lip TOO THIN SEALANT IS NOT �� Sl>CtiT CIRCLE EXTRUDES FPR BEYOND COMPRESSED (0 billed on the shipping documents, but are less than the quantities ordered or the quantities that are necessary to complete the metal building according to the Order Documents, claim is too be made of the Pay 2. Taxes and insurance on total actual direct labor. DMNAGE The packages should be stored off the ground sufficiently high to allow air arculation underneath the packages. This avoids ground moisture & deters people from walking on the packages. One end of the be to drainage in ROIL, At remove metal filings from surface of panels at the end of each reit FORM SEAL pa period. Rusting filings can destroy the finish 3. Other direct costs on actual direct labor. Q package should always elevated encourage case of rain. pain and veld any warranty. Manufacturer. DAMAGED OF DEFECTIVE MATERIAL — Damaged or defective material, regardless of the degree of 4. Cost of material (not minor supplies) authorized by the Manufacturer to be purchased from other than b !I `� All stacked metal panels are subject, to some degree, to localized discoloration or stain when water is fabricating MASTIC SEALANT it, damage, must be noted on the shipping documents by the Customer and acknowledged in writing by the the Manufacturer, Including copies of paid Invoices. 5. Total actual direct cost of corrective work (sum of 1, 2, 3 & 4). The 'Final Claim' must be signed and ELEVATE trapped between their closely nested surfaces. NCI exercises extreme caution during and shipping operations to insure that all panel stock is kept dry. However, due to climatic conditions, water Proper mastic application is critical to the weather lightness of a building. Mastic should not be stretched 9 9 corners agent. The Manufacturer is not responsible for motedul damaged in unloading of packaged or 'C' certified true and correct by the Customer. "Final Claims' are credited to the Customer by the TARP formed by condensation of humid air can became trapped between stacked sheets. Water can also be when installed. Apply only w clean, dry surfaces. Keep only enough mastic on the roof that can be installed in a day. During worm weather, store mastic in a cool dry place. During cold weather (blow 60') nested materials, including, but not limited to: fasteners, sheet metal, & T sections & covering panels Manufacturer in on amount not to exceed the lesser of the maximum total cost set forth in writing in the tra d bekween the stacked sheets when exposed to rain. This discoloration caused b Trapped moisture rapped pa Y ppb mastic must be kept warm (60'-90') until application. Alter mastic has been applied, keep protective paper that become wet and/or damaged by water white in die possession of others. Packaged or nested material g 'Authorization for Corrective Work" or told actual direct cost of corrective work. is often called wet storage stain. in place until panel is ready to be installed. that becomes wet in Transit must be unpacked, unstacked and dried by the Customer. 6. Cost of equipment (rental or depreciation), small tools, supervision, overhead and profit are not The stain is usually superficial & has little effect on the appearance or service life of the ponds as bag as ALIGNING THE GIRTS If the carrier is the Manufacturer, the Customer must make claim for damage directly to the Manufacturer. If the carrier is a common carrier, the Customer must make the claim for damage to the common carrier. subjected to claims. AIR CIRCULATION it is not permitted to remain on the panels. However, moisture in contact with the surface of the panels over an extended period can severely attack the finish & reduce the effective service rife. It isimperative Installation of the building walls is generally done before the roof. Before starting the wall installation, The Manufacturer is not !table for an claim whatsoever including, but not limited to lobar charges a y VI STRUCTURAL FRAMING SHOP PRIMER — The coat of shop primer is intended to protect the steel framing for on a short period of exposure to ordinary atmospheric conditions. The coat of shop mer 9 ry P If water is allow d to remain for extended periods in bundles of primed parts such as girts, pudins, etc„ the that all panels are inspected for moisture upon receipt of the order. If moisture is present, dry the panels at once & store in a dry, warm lace. ry P check to be sure that the eave strut and girls are straight and plumb. One method of aligning the guts is to cut temporary wood blocking to the proper length and install between the lines of girts. This blocking con consequential damages resulting from the Customers use of damaged of defective materials that can be does not provide litre uniformity of appearance, or the durability and corrosion resistance of a field applied Pig pant will raduall soften reducing !s bond to the steel. therefore, u n recei t pigment will fade, and the i gradually g I upon p ��: Core should always be taken when walking on panda. Use mlety lines and rah when be moved from toy to bay which wig reduce the number of pieces required. Normally, one line of blocking detected by visual inspection, IR. EXaE SK MATERIAL The Manufacturer reserves the right to recover an material delivered in 9 Y finish coat of paint over a shop rimer. The Manufacturer is not responsible for deterioration of the s P P P coat of rimer or corrosion that may result from exposure to atmospheric and environmental conditions, P Y Pa P of a job, all bundles of primed parts should be stored at an angle to allow any trapped water to drain away and permit air circulation for drying. Puddles of water should not be allowed to collect and remain on neceasa I Panels aro slippery. OR or wax applied to the roof & wall eels for tedfon nst weather ry PPery• PP Pa Pro damage rill make chem a very slit surface. Wipe d an dl that has sidled from bundles stored on ry PPerY Pe ry Y Iw per bay will be sufficient Banding can also be used to hold the girts straight and plumb. NOTE: Temporary girt blocking Is not recommended an concealed fastener panels. Thor removal of the Lacks excess or those required by the Order Documents. IV. INITIAL CLAIM — In the event of error, the Customer must promptly make a written or verbal 'Initial nor the cow Ubilit of the rimer to an field applied coating. Minor abrasions to the to coat caused b � Y P Y PP 9 P Y handling,loading, shipping, unloadin and erection after painting are unavoidable. Touchup of these minor 99 P 9 P columns or rafters for the same reason. The coat of shop primer is intended to protect the steel framing for only a short period of exposure to a slope. Dew, frost, or other forms of moisture greatly increase the sG riness of the panels. Alt IM• e Y � Pa � assume panel surface is di & ad accordingly, Never walk a d on skylights or translucent ntfst Pa PPS' S ri ePPa atter pond Installation will cause aR canning. FRAME iii Claim' to the Manufacturer for the correction of design, drafting, Bill of Materials of fabrication error, abrasions is the responsibility of the Customer. ordinary atmospheric conditions. The coat of shop primer does not provide the uniformity of appearance, Think safety!! VII. SHIPMENT ARRIVAL TIME — Eve effort will be made to see that the carrier arrives at the 'obsite on Every 1 or litre durability and corrosion resistance of a field oplied finish coat of paint over a shop primer. Use wood blocking to elevate &slope the panels in a manner That will allow moisture to drain. Wood FAME STRUT The 'Initial Claim' Includes: the requested day and at the requested hour. Manufacturer makes no warranty and accepts no the Manufacture.! is not res sn'ble for deterioration of the sho coat of'primer a corrosion that ma pce P P y result from exposure to atmospheric and environmerh?I conditions, nor the compatibility of the primer to blocking placed between bundles will provide additional err circulation. Cover the stacked bundles with a including uantities, 1. Description of litre nature and extent of the errors, inti g q 2. Description of the nature and extent of proposed corrective work including estimated man—hours. responsibility for costs associated with a shipment not omvin at a requested time unless a separate po ty P 9 agreement has been made in writing for a guaranteed arrival time. any field applied coating. Minor abrasions to the shop coat caused by handling, loading, shipping, la or plastic cover leaving enough opening at the bottom for air to circulate. rP P 9 9 Pe 9 When handling or uncrating the panels, lift rather than slide them apart. Burred edges may scratch the IRT unloading and erection after painting are unavoidable. WOOD BLOCKING ESO 1 ES02 ES03 ESO4 ES05 AL CIENTE PROCEDIMIENTOS DE SERVICIO ALC 3. Material que sera comprado a otro que no sea of fabricante, incluyendo contidades estunadas y costos. DESCARGA, MANEJO Y ALMACENAMIENTO DE MATERIAL sitio con minima aqua, polvo , lodo y otros contaminantes quo ofecten to primers caps. Reparaciones de de otra. Nunca permita que pisen sabre los paneles mientras estan sabre Tierra. Un redo a inopropiodo manejo de los poneles es imperdonable y on buen ejemplo de mala supervision de trobojo. 4. Costo total maxima propuesto de to correcion del trobojo y material que sera comprodo a otro que no ESTRUC—Una gran cuntidad do tiempa y p�r,,J?emus pueden ahorrarse si las piezas son dans a la rimers su dice o to elimination de materiales o'enos a estos debido at incorrecla P Pe Y/ 1 las del lugs del fabricanle. INSTALACION DE PIJAS sea el fabricante. descargadas en el Lugar de la construction de acuerdo a on plan pre— arreglado. Lugar y manejo almacenamiento en obra o a condiciones no son responsablidad Fn orden de dorle on mi servicio reducir los rcblemas al minima, favor dirt o cue user falter o Jar y p Pa 9 b tlrtrtr�zlripN pIJT► CORfCC10N DE TRensJOS — Si el erre es colpo del fabricante, una oprop!ado de Ira; componentes eliminaran monejos o movimientas inecesarbs. Todo acero primario deben ser retocado tomo se requiera antes de la construction Coble las de Jechos Paredes La correcta colococion de i'as es uno de los sus mas im rtantes en la instalacion de on techo. Gire la P1 Po Po exceso de material da to siguiente rnnero: Cheque culdadasamenle sus paquetes mieitras son desCagados. Marque cualquier objeto que parezca autorizacion para correcion de trobojo, debera ser emitida on escrito par d fabricante, para autorizar to NOTA; las pezas dberan ester rnuada5 m los eerentos pdr de M eslux{ua err b pule inferior de los mares, a 1'4 rid end. inspecciane primeramente tcdos los em!wrques antes de destargar y desafar los elementos ya que y Paneles de Paredes y techos del fabricanle incluyendo caps de color galvalume y galvanizado pijo hada que este apretada y la arandela o washer este firmemente asentada. No sobregire o opriefe en exceso las pijas. Para checar de manes de visual que los elemenlas ester correcfamente colocados use n encontrarse, si asi es, Mame natifi ue al ,lTarncr,ko de Benicia al cliente el ruumero es Y q �P' ' A I-800-711-9378 ton coma le sea ilamando podria afiararse tempo ori enuronlar on correcion siempre y cuando no exceda el costo total maximo establecido. 0 fabricante en to autorizacion de correcion de trobojo, puede corregir of trobojo de acuerdo y solomente pudieron haberse mavido durante el recorrido. A'£CU£uD£ LDAP £S PRIN£R0. r Las se aciones o caizas de madera que se cok^ .. bub las columns rafters evitan on dano en las q 1 Y proporciona on servicia excelente ba o un extensor vaiedad de condiciones. Toro personal do descar a J 9 y ereccian de material dehera entender campletamente que eslos panev'es son prodcrfos 4e caudad, una sellador de neo veno alrededor de to orendela. P Siem re use las herromientos a ro codas Para instalar as. Un destomillador electrico con on RPM de P P P Pa Pl pronto posibla. re nsable de la (alta de material. en to establecido en la queja inicial, 0 Departamento de Servicio at cliente es of unico que puede autorizar to correcion de un trobojo. planhas de coreccion al descorgar los materiales. F.JtJ tambien facilita la localization de slings o cables los cuoles amerifan cuidado at manejatw 1700-2000 debera uUlizarse para self—drilling screws. Un 500-600 Tomillador se usaro en d caso de las I. FALTA DE MATERIAL — Inmediatamente despues de la enlrego del material, d cliente Bebe verificar que sus can6dades seen los mismas que a waken facturadas en la orden de comps. Ni el fabricante , ni q q V. OVEJA ONAL — La queja final escrito Bebe ser enviada par of cliente d fabricante con 10 Bias de eruct scion antes de tom later la correcion del traba'o. La queja final incluye: P P J alrededor de los miembros ora des ues levankar rnnitir a los mfembros ser atomillados unlas dentro P P y 1` 1 de sub—montojes, mientras estan en tierra. Extra— emdaao debera ser siempre aplicado en to operation de Los paquetes de Paq lamina deben ser levontodos del carrion con extremo cuidado asegurandose que ningun dano ocurra , ni pijos self—taping. Descarge y remueva los empaques usados en el atomillador, estos pueden causar que la pieza tienda a moverse o mantepp,see inconstante durante to instalacion. d transpadista son responsables del materia! fattante qua operate facturado on d recibo, sib (alta es t. Numero real de hombre—hares par (echo de trobojo directo usadas en corregir el trobojo y pogo real de descar a re revenir dans r el mane o del aceto asi Como aro revenir donor los materiales of 9 {o f' Po 1 P P Y a las untas ni a las nervaduras de las mismos,Los paquetes deberan aimocenarse to suficientemente P -nobRcada en d documerto cuando el material os e�tregado y es admitido par el transportista. Sid porcentaje de horns. concreto. ORENAR �• ,� l' '—� Q atejados de la superficie de Uerra para permitir la circulation de afire bojo los paquetes, esto evita la humedad de la tierra a impide que la genie camine sabre los paquetes. )Una de los extremos del paquete MLO CORAECTO IIUY AJUSTADO 111VHOLM DE es d falxicante, las quejas pa faiia de material saran hechas pa el cliente a el tronsporHsta. 2. Impuestos y aseguranza real y total del trabajo 3. Otros costos direcfos, de baba o real directo c� �J de laminas debera estar siempre devado para drenor d aqua en caso de guvio ArUSTE EL SEUADOR ESTA MUY PPRETADO Y EL SE11)" NO ESTA NOTE EL DEL GADO SOBRESN.E FUERA DE lA COMPWMIDO PARA FOTa1PR 5r las can6dades de materiales recbidos son corrector de acuerdo a las contidades facturadas el la recto , poo d material adenado es mends del requ�erido para completer la construction de acuerdo a to Jsufrir 4. Costo del material no su lementos menores autorizacion del fabricante Para cam ror a otra que no ( P ) P q Incluyendo de facturas. Fi EVAR Toro pa cue o menton de pa acro metal erten susupe en algun gmdo a .NCI tremas extremaciones o marches cuando el aqua este atrapada entre sus superficies mos cercanas. NCI prom extrema CIRCULO DE SEW�OR CAqua DE LA sabre NOTA! S{empre romueva las Ifmaduros de metal qua quedan sabre la supertida de los pandas al final de coda des at de trobojo. Las limaduras desfruir final orden de camps, las quejas seran hechas al fabricante. sea el mismo. copias os 1,2 final it 5. Costo real directo katal de trobojo corregido (incisor 1,2,3,4,5). to queja final debera ser firmada y 5. Costae al tat de precaution durante la fabrication y el periado de err>barque asegurandase que taro panel apilada se pedodo pueden el acabodo y anular cualquier garontio. SELLADOR ll. MATERIAL DAMADO 0 DEFECTUOSO — Material donado o defectuoso, de acuerdo al grado defecluosi ad en que se encuentre, Bebe ser nlificodo en d recibo par el cliente y admitido pa escrito finales son acrqueja dares y amente par el cliente. ori cliente el fabricante ve uno cantidad que a ezceda el minima de costo total maximo estableat cl e: pato en la tabl Y CUBIERTA mantenga Seco. Be cualquier monera debido a las condiciones climaticas y a la condensation de sire humedo , el aqua puede quedarse atrapado entre las laminas apiladas y to mismo sucedera si estas se La apropiado oplicacion del sellador es de gran importancia en la impermiabilidad de on edirrcio. 0 pad tramsportista. 0 fabricante no se hate respxxisable par el material donado en to descargo de bs autorizacion de correcion de trabajo o costo total real directo de baba x come exponen a la Iluvia. La decolaracion causada par la humedad atrapado es frecuentemente llamado mancha de humedad uadado. 9 sellador no Bebe estirarse cuando se este instalando. Aplique solamente sabre superficies limpias y setas. Mantenga solamente la contidad de sellador que se colocara ese dia. Durante clima coliente, paquefes o mantras estas son empacados, in(uyendu, pea n limitado sob a esu, fasteners, laminas , sectiones de 'C' y 7' y cubiertas que se mojan a damn pa of aqua mientras se encuenlran en posesion 6. Costo del ui ori uiler o de resiacion herromientas uenas, supervision, a uenos sobr iron e9 Po (q P ) Peg Pe P q e9 Y beneficios no sujetos a quejas. ial y Difecto en la apariencia o duration del la mancha es usuolmente superficial ene on pequeno ed pa almacenelo en on Lugar trio y sero. Durante clime frio (abajo de 60' el sellador Bebe mantenerse colienfe (69-99) hosta so oplicacion. Despues de que el sellador hallo silo aplicado, mantenga la cubierto o de otros. Material em ado a se mo' mientrus se tradado, deben ser dese cado, se rade pec que le Pa Y serndo pa d crieite. A.MARCO ESTRUCTURAL P PRIMER) — La ea de shop rimer dmera ca de ntum Pa oP P (P Pa Pi protectors) intents prateger al marco de acero par on determinado tiempo de exposition a conditions CIRCUTACION DE AIRF Si el aqua puede permanecer par periodos cansiderabies en nervaduras o hendiduras de las partes siempre cuando no se rmita que la mancha rmanezca en el mel. tie coal mer manes el contacto P Y Pe q Po Po q de la humedad con la superficie de los paneles durante on periodo !ergo puede donor severamente el popel protector hosts que el panel este listo para instalarse. ALINIAMIENTO DE LOS AMARRES ente debera hater la queja defectuosidad directamente al el d q J Pa d fabricante es el transta almcsfericas ordinaries. La cepa de shop primer no proportion uniformidad de apariencb o durabilidad y resistencia a la corrosion tomo una caps final de pintura lathe en el compo sabre el shop primer, EI principoles comp girts, purlins, etc. d pigmento falbra y to pintura se suavizara gradualmente redudendo b union con el acero, pa lo tanto recibido el material todas las hendiduras de estas iezas deberan ser � p ocobado y reducir to duration de vide. Pa to lanto es necesudo que todos los p rieles Sean in ccionados or humedad at recibir el embar ue. Si se resents humedad rocedo a sear los anetes � P q P P P La instalacion de las Paredes de el edificio es eneralmente hecho antes que el techo. Antes de em ezar Pa 9 q P fabricante. Si d transparfisla e; d agente transportisla o d encargado rid frandado del material, d cliente f es el deben hater la al antes de ningun de queja, no D fabricante no es respnado fabricante no es res nsable del deterioro de la cepa de primer o de corrosion que Jpueda resullar de to Pa almocenidas en on angulo que permits que cualquier aqua pueda drenarse y permitir to circulacion de inmediatomente y almocenelos en on lugs seta y colido. PRECAUCION: Slem dobe tenarse los linens con to instalacion de las Paredes, asegurese que of alero y el amarre esten erguidos y nivelados. Un queja a par se Gmita a los Banos cansecuentes resultado rid use de material donado o defectuoso d cGenle si ter re LItGd Pa exposition a las condiciones atmosfericas y a al media ambiente, ni a la compatiblidod del primer a afire Para secarse. No debera rmitirse que el aqua se colocte estanque en las columnar rafters r P Pe q 9 Y q Y to la misma razon a cuidado cuando se camine sabre nele% use redes a �' Y de segurfdad cuando sea necesorloll Los pansies son resbaladizos. kolla o kaon apleados a los paneles metodo Para alinear los amarres es cortar calzos de madera del mismo largo de los amarres estas Pa 9 estoran temporalmente instaladas entre los ellos Estos bloques de madera podran ser removidos de una eslos Banos son detedodos par inspeccfon visual. cualquier cepa aplicado a to obra. Menoros abras!onee to i ultimo caps causadas Por manejo ,cargo, embarque, y erection del material cliente. de la pintura son inevitables. Retoques de esters . Lo ca de ship mer intents rot er al marco de acero r on determinado Gem de ex siaon a Pa iP Pri P e9 Po Pa Po del We o redes i eras contra clones causados r d crime los haran su les may PS I� Pro e9 P° Y . bahia vueltos a usar en otra Io coal reducira el numero de iezas r ueridas. Normalmente, una linea de Y P III. MATERIAL EN EXCESO — 0 fabricante se reservo el derecho de recoger o recobror cualquier material abrasiones menores son responsabilidad rid cliente. menodescares condiciones atrras(ericas ordinaries. La caps de shop primer no proporciana uniformidad de apariencia, ras{wlodhas. Sequa cualquier acdte que se pude haberse acanutado pa almacenarse an decrire. Redo, bloques de madera Por belie senior suficiente, Estes ataduras Perron ser sob usadas para mantener a se que Tue enlregado en exceso de acuerdo al requeddo en la orden de comps. durabilidad y resilencia a to corrosion tomo una cepa final de pintura hecho en el compo sabre of shop halo o cualquter otra forma de humedad laaemento que las superffdes do los parneies se vuelvan mas sostener las amarres rectos y nivelados. N. OUEJA fNfClA1 — Al tafarse rid era, el cliente roc idamenfe debera hater, a sea esaito o pe p I Pa VII. HORA DE ILEGADA DEL EMBAINIUE — Se hara on esfuerzo par Iograr qu el transportista Ilegue al P rimer. resbalad'rzas Asoma Siem a la su rfide rid nsi es resbabza acfue de aaerdo a arta, Nunca Pr quo Pe Pa Y HOTAI Caizas a bloques de modem lemporales entre los amarres no son recomendabfes enpaodes con as PR ocullas. EI modmienfo de estas bloques despues de to indaloclon del panel poddo causer hendiduras verbal una queja inicial at fabricante para to correcion del diseno, dihujo, facturadan del material o erre de fabricadan. La queja initial Ind e: q l uY I err de traba'o el ria ala lora solicitoda. D fabricante no orantiza n ace to min nor u9 J Y 9 Y P 9u res nsabilidad rel costo asociado can el ember ue que no Ile ue a la horn solicihada exce to, que on Po Pa q q 9 P q 0 fabricante no se responsabiliza del deterioro de la cepa de de primer o de to corrosion que puede resultar de la exposition a las condiciones almosfericas y al media ambiente, ni la compatibilidad del plse o camine sabre skylights o pontes franducidos, Pfense segurolHllll Use bloques de madera para eleven a incliner los paneles de manes que permits dreaar la humedad. on los amarres. MARCO L �� description de la nlaaleza y grade de era, incluyendo cantidades. descion [alriatura arreglo se hallo hecho par separado, garanlizando la lora de Ilegada. primer a cualgtier caps de pintura aplicado on b alta. Menoros abrasiones de to ultimo caps causadas par manejo, cargo, embarque, descorgo y erection del material despues de la pintura son inevitobles. Calzas de madera entre las pilus de pansies permi6ra circulacion de sire adidanal. Cobra los pt1as can una cub!erta plastica dejando su6dentemente abieda el Tondo para permiiir to circulacion de afire. I AIERO AMARRE 2. D de la y el gmdo de comedos del trobojo propuesto, incluyendo estimation Retoques de estas abrasiones menores son resporimbiiidad del cliente final. 0 acero primado of coal es Cuando se manejon o separan los panties, no las deslize de monera que se separen mejor levantelos, el hombre—lora. aimocenado en to obra durante to erection del edificio, debera mantenerse ribre de Tierra asi como en on sobrante en las orllas podda rallor las superficies cuando las laminas se 6slzan separandose una ESO 1 ES02 ES03 ESO4 ES05 \—BLOQUE DE MADfRA REVISIONS NOTE: 1. These Installation Procedures are intended to depict general installation as described above. Consult your installation manual or additional NS -Sheets fa further clarifications. N0. DATE DESCRIPTION BY CK'D A 3/19/0 FOR PERMIT JE6) BAT n o I I ation Procedures e s NOTA: Customer. J. B. MATHEW$ i. Estos Procedimrentos de Instolocion descnbir de monera general to instolocion de d obJ to come se menciono ambo. Consulle su manual de instalacion o sus Nuevos Mops Standart para una presentaclon mas darn. End User: TRACY FORREST Location: SANFORD, FL Det. By Chk By Date Scale Building ID Job Number Sheet Number Issue BAT I I N.T.S. 0605-201065 ESi oft I A JED S! n IT (2�} 2.5 (3) 3.5 T 4.5 T 5.5 T 6.5 T 7.5 T ?-1-1 T 9.5 10 0.5 it 11.5 12 12.5 13 3.5 IT 15 8' 2� 3' 2� .`enms t t rBmadj � SEE ANCHOR BOLT PLAN SEE ANCHOR BOLT PLAN ® SIMILAR SECTION � �^ <V M "' 3 /2134SIDEW 3 1/2' r � 8° 4 F W' 2 1/2 I w i� 3' 3' 1. 6' FRAMED OPENING WIDTH O EQUAL EQUAL 1 34 C14w A A A A A 0 F.O. SIZE QTY. 2120 J TYPE/REMARKS Ft 9'-0 X 8'-0 2 X ALL BASE PLATES AT ELEVATION 0'-0 UNLESS NOTED. I I I I I I O.H. DOOR (BY OTHERS) o r - gt� 15 24 N M i I i I I I i I I I I� A A A A A A A A A A A A D N o o i T i l I I I I i I SIMILAR O I Q o 8' 2� 3' 2� .`enms t t rBmadj � SEE ANCHOR BOLT PLAN SEE ANCHOR BOLT PLAN 4 94 ik tk 2y DE 12 '2/' .Ww " 3' A W� 6 � �^ <V M "' 3 /2134SIDEW 3 1/2' r � 8° 4 F W' 2 1/2 I w i� 3' 3' 1. 6' FRAMED OPENING WIDTH O EQUAL EQUAL 1 34 C14w RIDEF ' F.O. SIZE QTY. 2120 J TYPE/REMARKS Ft 9'-0 X 8'-0 2 X O.H. DOOR (BY OTHERS) •• gl� 2'� 1k L gt� 15 24 2 1/2 w - 3� 2 1/2 in w 1. 3' 3' 6' BABE PLATE D>=i AIL A BASE PLATE DBl A!L B BAS PLATE DETAIL C BABE PLATE D�iAIIL D I BASE PLATE DETAIL E A. BOLTS 5/8"0 BASE P THK. 1/2' A. BOLTS 5/8'o BASE I' THK. 1/2" A. BOLTS 5/8.0 BASE R THK. 3/8' A. BOLTS 5/8'0 BASE P THK. 1/4` A. BOLTS 5/8'0 BASE E THK. 3/8 FRAMED OPENING A.B. DETAIL lC ro�urn nor►u►in rni�rn�u r ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL BUILDING MANUFACTURER BASED ON AISC METHOD WITH COMBINED SHEAR AND "TENSION. DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL 8E DESIGNED AND PROVIDED BY OTHERS. NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE. ANCHOR BOLT PROJECTION DIA. 1/2" PROD, 3 1/2" I A DRAWING STATUS FOR APPROVAL;_ THESE DRAMiNCS, 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 PERMIT: a 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: a FINAL DRAIINGS. ANCHOR BOLT BOTTOM OF n BASE PLATE e ' • " r ° " y • . W ; 5/8" 2„ ANCHOR BOLT's (BY OTHERS) LO 0 O EO M O O N N INM O OF RECOR PROJECT. 0 1 BASE E THK. 4 I \-= j ., building ` DATE DESCRIPTION BY CK'D metallic V u 0l d i n gcompany '14/03 FOR PERMIT & CONSTRUCTION BAT I 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 j ZIP 77240 DESCRIPTION ANCHOR BOLT SETTING PLAN{—R—� SIZE SEE BUILDING DESCRIPTION SHEET Ci CUSTOMER J.B. MATHEWS TRACY FORREST LOCATION SANFORD, FL. CAD BY BAT DRN. BY CK D BY DATE SCALE JOB N0. PH BLDF. D SC. SHEET NO. ISS( NONE 0605-207065 u F1 of 2 0 � J � J J � ------------- J r 1.3K .684 K .684 1.43 (DEAD LOAD ONLY) K WIND Notice: A Minimum of 11,V Space Should be Allowed from the Sheet End to any Surface. Wall Panel ,I I-t� Formed Base Trim (BFL73) REF.: NS -62A Pane( Recess Endmill X—Bracing Reactions J J J ,J J J J 1.73 K 15K WIND Interior X—Bracing Reactions Steel Line Member Screw (@ 12" O.C.) Anchor (By Others) Finished Floor s M J J J ,J J J J J J J 6.54 K 6.54 (DEAD LOAD + LIVE- LOAD) J ,J J a J � J � 5.2 K 5.2 (DEAD LOAD + WIND LOAD) Transverse x—Bracing Reactions ENDWALL COLUMN REACTIONS Dead + Live = 1.9 kips Dead + Wind Uplift = Fo— 3.4 kips 2.2 kips FOR APPAQM„_ THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS iO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS". ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. X FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR ca�sTRucnoN: FINAL DRAWINGS. HEADER SUPPORT COLUMN Dead + Live = 6.7 kips Dead + Wind Uplift = 2.2 kips Horiz. Wind = 8.2 kips — FOR REVISIOM '` DATE DESCRIPTION BY WD nn e t a l I' C V u i l 'd 1(' company '14/03 FOR PERMIT do CONSTRUCTION BAT tam � 7301 FAIRNEW • HOUSTON, TEXAS • P.O. BOX 40338 7JP 77041 (713) 466-7788 AP 77240 DESCRIPTION ANCHOR BOLT SETTING PLAN-2—�{—Q SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER J.B. MATHEWS °i TRACY FORREST LOCATION SANFORD, FL I CAD BY BAT URN. BY CKO BY DATE SCALE JOB N0. PH 16ff SC. SHEET NO. NONE 0605-207065 F2 of 2 N T - HANGER COMPARTMENT 12 UNIT T - HANGER COMPARTMENT PLAN PARTITION FRAME & FIREWALL MATERIA! BY OTHERS DRAWNG STATUS EOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ,ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. X FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. ❑FOR CONSTRUCTION: FINAL DRAWINGS. 10-54-254.8-14.5-1.01 DATE DESCRIPTION BY CK'D metallic building company 4 03 FOR PERMIT BAT CT Imm 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION COMPARTMENT PLAN MAR 2 R 2003 -- SIZE SEE BUILDING DESCRIPTION SHEET C1 OF 1 CUSTOMER J.B. MATHEWS TRACY FORREST LOCATION SANFORD, FL ICAD BY BAT DRN. BY CK'D BY DATE SCALE JOB NO. PH BLDG. D SC. SHEET N0, NONE 0605-207065 cxP+u El A ter Column—� y V— \�'— (4) 5/8" x 1 3/4" (A325) Bolts Rafter To Column Detail "A" Purlin Clip - (4) 5/8"0 x 1 3/4" (A325) Bolts Column SECTION "C" 9 x 1 3/4" Jolts s Lf 12 _ CROSS SECTION @ INTERIOR FRAMES 12 1 �- CROSS SECTION @ FRAME LINES 3.5, 5.5, 7.51 9.5 ,11.51 12.5 & 13.5 AT SIDEWALL A 1.2 �1 41-68 4)-67 3'- 1. 12 "0 x 134" (A325) Bolts W/ 38 " P - CROSS SECTION @ FRAME LINES 2.5, 4.5, 6.5, 8.5,10.5, 11.5 & 12.5 AT SIDEWALL D N C H N 19'-4 38'-0 38'-0 38'..0 - _- - - 38'-0 38'-0 38'-4 9'-10 9'-6 9'-6 19'-0 9'-6 9'-6 19'-0 9'-6 9'-6 19'-•0 9'-6 9'-6 19'-0 9'-6 9'-6 19'-0 9'-6 9'-6 19'-0 W-10 82Z6 - TYP. 82Z6 - TYP. 82Z6 - TV. 82Z6 - TYP. 82Z6 - TYP. 82Z6 - TYP. 82Z6 - TYP. 82Z6 - TYP. 82Z6 - TYP. 82Z6 - TYP. 8226 - TYP. 82Z6 - TYP. 82Z6 - TYP. 82Z6 - TYP. ENDWALLS 80120404 CORNER COLUMNS ENDWALL W8x18 WIND COLUMNS ENDWALL (2)803 Cx1413a MAIN RAFTER ALL INT RAFTERS 1003 02Ga MAIN COLUMNS INTERIOR FRAME W8x10 MISC. CF ANGLES SHTG. ANGLES 44x2x16Ca-20'-0 SOLDIER COLUMN SIDEWALLS W8X10 EAVE TRUSS SIDEWALLS 4 x 3 x 14Gi EAVE SPANDREL SIDEWALLS 4 x 3 x 14Ga JAMBS SIDEWALLS C8 x 18.8 E E9 82Z6 — TYP. 82Z6 — TYP. 9'-10 19'-0 82-6 — TYP. 9'-6 9'-6 82Z6 — TYP. 19'-0 H 10 82Z6 — TYP. 82Z6 — TYP. 8226 — TYP. 9'-6 9'-6 19'-0 9'-6 9'-6 8226 — TYP. 19'-0 82Z6 9'-6 TYP. 9'-6 82Z6 — TYP. 19'-0 82-6 — TYP. 9'-6 9'-6 82Z6 — TYP. 8226 — TYP. 19'-0 9'-6 9'-6 82Z6 — TYP. 9'-10 38'-4 38'-0 38'-0 38'-0 , 38'-0 38'-0 19'-4 247'-8 OUT TO OUT STEEL SEE SHEET E4 FOR ROOF BRACING ROOF FRAMING PLAN All dimensions shown are to OPEND the web of the rafter All Rafters Are open to the Right MEMBER I LOCATION MATERIAL PURLINS ALL BAYS 81212 x160 SIDEWALL GIRTS END BAYS 81212xl6Ga ENDWALL GIRTS ALL BAYS 812�x16Ga ENDWAH RAFTER ENDWALLS 80120404 CORNER COLUMNS ENDWALL W8x18 WIND COLUMNS ENDWALL (2)803 Cx1413a MAIN RAFTER ALL INT RAFTERS 1003 02Ga MAIN COLUMNS INTERIOR FRAME W8x10 MISC. CF ANGLES SHTG. ANGLES 44x2x16Ca-20'-0 SOLDIER COLUMN SIDEWALLS W8X10 EAVE TRUSS SIDEWALLS 4 x 3 x 14Gi EAVE SPANDREL SIDEWALLS 4 x 3 x 14Ga JAMBS SIDEWALLS C8 x 18.8 V-2 3/4' 1'-2 3/4' 2'-4 1 3/4 2 2 1 3/4 4411/2 x 1' — Flange Brace O L 2 x 2 x 14Ga. w/(1) Rafter 1/2" x I' M. Bolt at Clip Flange Brace Olin PL -3/16' x 3' x 0'-3' Purlin Lap Detail NOTE: All Bolts are (4)1/2' x 1' A307 M. Bolts (Typ. U.N.) DRAWING STATUS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS, ONLY DRAWNGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. X FOR PERMfT: 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. n FOR CONS�CTION; (^J FINAL DRAWINGS. O O O M O O N N M O DATE DESCRIPTION BY CK'D I/03 FOR PERMIT BAT metallic building company � 7301 FAIRVIEW • HOUSTON, TEXAS o P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION ROOF FRAMING PLAN SIZE SEE BUILDING DESCRIPTION SHEET C1 OF 1 CUSTOMER J.B. MATHEWS TRACY FORREST LOCATION SANFORD, FL. I CAD BY BAT DRN. BY I CK'D BY DATE SCALE JOB NO. PH I BIOG. D SC. SHEET N0. ISSU' NONE 0605-207065 t� E4 A 0 0 D 8 `8.5 9Q 9.5 10 T 11 4 11.5122.5 13 3.5 1415I I I BRACING PLAN All dimensions shown are to OPEND the web of the rafter All Rafters Are open to the Right 12 Partition W/ Bracing A 'OR ALL LIGHT GAUGE STEEL TO ;TEEL ATTACHMENT USE 112-24 X 1 1/4" TEK 4.5 FASTENERS DET. "A" COLUMN Detlail "A" Partition W/ kkng _ DRAWING STATUS F] 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 DRAW,NGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. nX FOR PERMIT-, THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION• FINAL DRAWINGS. A EVW/OAG DATE DESCRIPTION BY CK'D metallic Vu11v1ng company 4/03 FOR PERMIT BAT CT � 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 �—�--��ZIP��--- 772440� DESCRIP110N BRACING PLAN �--t SIZE SEE BUILDING DESCRIPTION SHEET C1 OF 1 CUSTOMER J.B MATHEWS Ecr TRACY FORREST LOCATION SANFORD, FL. CAD BY BAT DRN. BY CK D BY DATE SCALE JOB N0. PH BLDG�DISC. SHEET NO. ISS( NONE 0605-207065 E5 A 0 N h N Cn 0 I TT 12,5� 3.5 � 4.5 � 5.5 � 6.5 � �:7:5 j g g,5 9 9.5 10 0.5 it 11.5 12 2.5 13 3.5 14 15 I -v 38'-0 19'-0 9—'6 9'-619°-0 9—'6 9—'6 19'—O 9°-6 9'-6 19'-0 9'-6 9'-6 19'-0 9'-6 19°-4 9—'6 CV A 9'-6 19'-0 N11 L.11-4 E E9 COMPARTMENT i COMPARTMENT Q) B B E7 E7 COMPARTMENT FINISHED FLOOR G EI COMPARTMENT @ COMPARTMENT � COMPARTMENT 11 GIRTS 8z16 4 38'-4 38'-0 38'-0 38'-0 l 38'-0 38'-0 24i"-8 JIULVVALL LVLVA I IUIN (1I LIIAL A 15(14 13. 13 12. 12 11.5 11 10. 10 9.5 �g.5 Q8 7.5 Q/ 6Q.5 Q6 5.5 Q5 4.5 4 3.5 03 2.5 2 y r -- -v 38'-0 38'-03B'-0 19'-4 9°-iD 19'-0 9'-6 9-'6 19°-0 9'-6 9-°6 19'-0 9-'6 9-'6 19'-O 9-'6 9-'6 19'-0 9-'6 9'-6 19'-0 COMPARTMENT 12 SIDEWALL EVEVATION at LINE D COMPARTMENT 10 --may COMPARTMENT (8� COMPARTMENT M �4) 5/8"i x 1 1/2° 4) 5/8"0 x 1 3/4" 4) 5/8"0 x 1 1/2° 4) 5/8"° x 4 3/4' A325) BOLTS �A325) BOLTS �A32S) BOLTS �A325) BOLIS D 12 C B A A B) C — e 12 M C804—�C--C804— 0 in M e BFL73 // F2 BFL73- �� BFL73- �, BFL7 // 2 BFL73- —� BFL73- 82Z16— 82Z16— 82Z16— 82ZI6— 82216— 2Z16- 2'-6" 9'-0' 2'-6" GIRTS 8Z16 GIRTS 8Z16 2'-6' 9'- 14'-0' 14'-0' 14'-0° NOTE: NOTE: 14' FIELD SLOT GIRTS AS FIELD SLOT GIRTS AS 42'-0" our To OUT STEEL REQUIRED FOR CABLE REQUIRED FOR CABLE X42'-0' OUT TO OUT STEEL TO PASS THROUGH. TO PASS THROUGH. — ENDWALL EVEVATION at LINE 1 ENDWALL EVEVATION at LINE 15 COMPARTMENT (4i DATE DESCRIPTION �/03 FOR PERMIT COMPARTMENTQ2 38'-0 GIRTS 8216 4 6'-0 T-10 6'-0 3'-10 S-6 Imm metallic building company 7301 FAIRVIEW ° HOUSTON, TEXAS - P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION SIDEWALL AND ENDWALL FRAMING ELEV. SIZE SEE BUILDING DESCRIPTION SHEET C1 OF 1 CUSTOMER J.B. MATHEWS TRACY FORREST LOCATION SANFORD, FL. I CAD BY BAT DRN. BY I CK D BY DATE SCALE JOB NO. PH I BLDIGjPHDA�SC. SHEET NO. I ISSI NONE 0605-207065 1 E6 A M 0 0 N 1� N \ m 0 Field cut panel as req'd. BFL46- SIDEWALL ELEVA T ION at LINE A 26Ga PBR PANELS Field cut panel as req'd. BFL46- Det."Mn—� O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O I I 1 I 1 1 I 1 I I I I d - O O O O O O O O O O I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ®3 O O O O O O I I I I ! ! O O O O O O O I I I 1 I I I I I I I I I I I I I I I 1 I I 1 i� i� i� r� ih ih i� i+� r7 irry i M i7 iY1 ih ih t� i� i n i� i� TTI i7 ih I 1 I I I I I I I I I J W Z JJ W Z W Z J J W W Z Z J W Z O O O O O O O O O O O O O M r7 ro t'7 i'7 �° M I o Q I I Q Q Q Q ¢ Q Q 6 Q M 1 I M M I I Q �! I CO t0 tD � (fl I Cp tD c0 i r I HYDRO -SWING DOOR a HYDRO -SWING DOOR HYDRO -SWING DOOR E" HYDRO -SWING DOOR HYDRO -SWING DOOR HYDRO -SWING DOOR "' r1 Q_ 0. a_ i I I m m i !� FINISH FLOOR m I'- SIDEWALL ELEVA T ION at LINE A 26Ga PBR PANELS Field cut panel as req'd. BFL46- Det."Mn—� `�et.,IM,I SIDEWALL ELEVATION at LINE D 26Ga PBR PANELS 12 1 �— ENDWALL EVEVATION at LINE 1 Detail "M" O r7 I I O) cn to I O l I l I I I ( I I _I j . -) ca l l l l O7 -0- OUT TO OUT ENDWALL EVEVATION at LINE 15 DRAWNG STATUS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. X FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. ❑FOR CONSTR� ON: FINAL DRAWINGS. WALLITES I N U_ M 8FL24- O I d - O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O J W Z j J W Z JJ W Z W Z J J W W Z Z J W Z O O O O O O O O O O O O O M r7 ro t'7 i'7 �° M �"� � M M t� M M M M M M �'rJ �'�] M M M r7 i� M M M M M r+� M Q I I Q Q Q Q ¢ Q Q 6 Q M Q Q M M try r� M r�7 M N"J 1 Q �! I c!J Ito I�1 CO (O tD CD LG `• � O I Imo, HYDRO -SWING DOOR HYDRO -SWING DOOR HYDRO -SWING DOOR HYDRO -SWING DOOR E'I HYDRO -SWING DOOR I cD HYDRO -SWING DOOR Q Q_ 0. a_ Q m m m !� Q m I'- 36'-5 I I FINISH FLOOR I I `�et.,IM,I SIDEWALL ELEVATION at LINE D 26Ga PBR PANELS 12 1 �— ENDWALL EVEVATION at LINE 1 Detail "M" O r7 I I O) cn to I O l I l I I I ( I I _I j . -) ca l l l l O7 -0- OUT TO OUT ENDWALL EVEVATION at LINE 15 DRAWNG STATUS FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. X FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. ❑FOR CONSTR� ON: FINAL DRAWINGS. WALLITES I N U_ M 8FL24- Door Panels and Trim (12 Doors Req'd.) O I d - � N C'4 I i 1 I J W Z J W Z J W Z JJ W Z W Z J J W W Z Z J W Z J W Z J W Z J W Z J I W I Z Q <L Q Q Q Q Q ¢ Q Q 6 Q M Q Q CL Q Q a- Q �! 1 4 Q Q M Cr m d' m Q m Q m W Q' M m Q m Q m Q m [.0 m m Q Q_ 0. a_ Q m m m m Q m I ! a 36'-5 Door Panels and Trim (12 Doors Req'd.) M O 0 N N INM O 10-54-254.8-14.5-1.0 f;�i�vYus a' • DATE DESCRIPTION BY CWD ` Metallic V U 1' V f n g company 03 FOR PERMIT BAT CT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION SHEETING ELEVATIONS MAR 2 8 2003 SIZE SEE BUILDING DESCRIPTION SHEET C1 OF 1 CUSTOMER J.B MATHEWS TRACY FORREST LOCATION SANFORD, FL. CAD BY BAT DRN. BY I CK'D BY DATE SCALE JOB N0. PH BLDG. DFTSC. SHEET NO. ISSU NONE 0605-207065 1� E7 A O I d - � N C'4 p ! CV O OWO M O 0 N N INM O 10-54-254.8-14.5-1.0 f;�i�vYus a' • DATE DESCRIPTION BY CWD ` Metallic V U 1' V f n g company 03 FOR PERMIT BAT CT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION SHEETING ELEVATIONS MAR 2 8 2003 SIZE SEE BUILDING DESCRIPTION SHEET C1 OF 1 CUSTOMER J.B MATHEWS TRACY FORREST LOCATION SANFORD, FL. CAD BY BAT DRN. BY I CK'D BY DATE SCALE JOB N0. PH BLDG. DFTSC. SHEET NO. ISSU NONE 0605-207065 1� E7 A Ln 5 Truss B3 I I E11 B1 I I I I E11 I I (3) 1 /2" X 1 1 /2" ------- (A325) -=__(A325) Bolts UI III III 19 CSI 3X3q,4 111 II II II III III � III ill III (3) 1 /2" X 3 1/4 A 3 2 5 Bolts w/1 Washer Ea.Cl- I I I I 'C I I M I 1 I I I � I I II � I I L DRIP TRIM CV BFI -24– — DOOR PANEL - '2„ X 112" TYP 4X�6� W 6 12-24 X 114 12 (2)12X3 C12 4X014 ' `— DETAIL 'B4' (E11) WNG BY RO–SWING Section "B" TRUSS N 1/2" X 1 " (A307) Bolts ---------------- 12X1 BOL Main Rafter 4X4XI44 12 X 1 BOLTS REVISIONS DATE DESCRIPTION i/19/031 FOR PERMITunm metnilic building c®mpnny 7301 FAIRVIEW - HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Customer: J. B. MATHEWS MAR 2 R 7 U3 End user: TRACY FORREST Location: SANFORD FL Det. 8y I Chk 8y I Date I Stale Building 10 Jab Number Sheet Number Issue JED N.T.S. 0605-207065 E8 A i Ln I M" V 111 Sect'i on 99 E 99 M G O N h N f� O i i v virii�y Door Section "F" REVISIONS I-- '` NO. DATE DESCRIPTION BY CK'D a I metallic b u i l d i n g c ®m r a n IJI A 3/14/03 FOR PERMIT JED BAT T 7301 FAIRVIEW •HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Customer J.B. MATHEWS MAR 2 8-2003 End User. TRACY FORREST Location: SANFORD FL. Det By I Chk By I Date Scale Building ID Job Number Sheet Number Issue N.T.S. 1 0605-207065 E9 A 1'-0 1'-0 40'-0 CLEAR 2'-0 40-0 CLEAR DETAIL "C" I v a nni Tr` L V 1 Q01 TC VCf\ IIUML I I\UJJ SECTION "J" -------------------- Ln (BEYOND) Q N HORIZONTAL TRUSS COLUMN 12 X 1 BOL- I irn-rnn n i -rni ir1r- )LTS Spandrell Beam (2)12X312 C12 gel Brace )LTS TS SECTION "H1" Jamb, Spandrel and Bracket connection At column 12 X 1 BOLT VERTICAL TRUSS ZON TAL SS BRACKET BOLTS SECTION 99H2" Vertical and horizontal truss connection at door jamb (3) 1/2" X 1 1/2 (A325) Bolts L 3" x 3" x 3 /16 - 1 3/4" (3) 1/2" X 3 1/4" A325 Bolts w/(1) Washer Ea. Truss Purlin Web Rafter Web -------------- ---- � N 4X4X 12 X 1 BOLTS 4X4X44 —\--< (WELDED) 1 /2" X 1 1/2" (A325) Bolts PBR PANEL i v � 9 RAFTER TRUSS Section 79B2 )5 IVIUII I I I UI I IG Rafter idrel Channel X4X44 -i2 X 1 BOLTS i 4X4X � 4 (WELDED)� Vertical Truss Hydro Swing Door DATE I -__L_- _r #6 -1/4 0. C, Clip At each vertical leg of vertical truss \\— Horizontal Truss Jamb Column Hydra Swing Framing Section "D" Hydra Swing Door co N h N co REVISIONS building `I� '! DESCRIPTION BY CK'D— IgIM metallic W i' N' company PERMIT JED BAT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Customer: J. B. MATHEWS MAR 2 End user. TRACY FORREST Location: SANFORD FL Det. By I Chk By I Date Scale Building IO Job Number Sheet Number Issue JED N.T.S. 0605-207065 Ell A c Stitch At 20° Stitch At 20 12' 12' 12' Base, Eava. Rake And Intermediate Girls Member Fastener Spacing 12' 12' 12' Panel End Laps Only Member Fastener Spacing Fastener Location "PBR" Panel At Wall 3 16 2— Hillside Washer Flat Washer Hex Nut Back Up Plate Note '-- 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) Cable Brace I P1012" 12" 12" " 2"' 10" 2" 10" 2" Detail "A"—/ Panel Fastener Locations At Wall Members (Except As Noted Below) 12" 12" 12" 2" 8" 2" 2", 8" 2" 2" 8" .2"1,2", Detail "A' 1 " Eave Member Peak Member, & Panel End Laps Panel Fastener Locqrions — Member 4 k Screws Roof Panel Continous Tape Seal Tape Seal -- - Stitch Screw (For Roof Only) __ _-_-___- At 20" O.C. 3/8 X 3/32 Thick Roof (STD.) Panel Purlin Detail "A" Note: Section Thru Panel End Lans Screw Patterns Shown Satisfy U.L. 90 Requirements For Roof Fastener Location For "PBR" Roof Panel Notice: A Minimum of 1/4' Space Should be Allowed from the Sheet End to any Surface. Steel Line Wall Panel Member Strew (0 12" O.C.) Anchor (By Others) Flmished Floor Famed Base Trim J (BFL73) Formed Base Trim Section w/o Panel Recess Rake Angle in Panel X t' M. Botts Stitch acre AT 20 0.Cs. 1 1/4' A325 Bolts Iwd Devotion Member Screw ntity) 1 —0 O.0 ter Remove Bearing Leg Column Corner Trim Varies) (BFL830) Section Thru Rake at Cold—Form Flush Endwall NS0011B fQ Z3 3 COLUMN IC -4 `cD SIDEWALL OR °p ENOWALL GIRT (TYP.) d- 1 v- 1 -1- 4 4 USE SC -3 CUPS 5 5 USE SC -56 CUPS 6 6 USE SC -57 CUPS (2 BOLT GIRT CONNECTION REQUIREMENT) COLUMN — SIDEWALL OR o `" ENDWALL CIRT (TIP.) Vi Vi < `r' I M 1 N 1 1 1-f---------- 4 4 USE SC -16 CLIPS 5 5 USE SC -72 CUPS 6 6 USE SC -73 CUPS (4 BOLT GIRT CONNECTION REQUIREMENT) NOTE: USE 1/2' DIA. X 1' A307 BOLTS AS SHOM'd SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL NS0053 INS0062A INS0125 NOTE: 1. These drawings are intended to depict general installation of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or dorifications. m "PBR" Panel Outside Corner Trim DATE 11/19/03 FOR PERMIT DESCRIPTION BY CK'D Standard ,8 DAT Customer: J. B. MATHEWS End User. TRACY FORREST Location: SANFORD , FL Det. By Chk By I Date Scale Building Io _— JED BAT 03/19/03 N.T.S. co O N h N M O Details Job Number Sheet Number Issue 0605-207065 S-1 I A rj n CODE, 2001 y FLORIDA V � � ' CODE DATA - Small T Hangers DESIGN ®®cc Sg� ®® N�tt NA� G/� 2001 Florida Building Code ` ®��'V1�1 �RE��URGv7 FOR ®�E9VII�IL�� ( VERSION 1.01 I 2001 Florida Fire Code sr.,.. ?H..r?BUIkDING17ATA, f : ,i'x,3,, OPENING,, MARK 7777M=91 NF59WA715R' 'I t sr l iii Wind Velocity (mph) 110 Company Eric Kuritzky, Architect Importance Factor 1.00 ®'^ Prepared By Eric Kuritzky,Arclhitect Exposure Category C STRUCTURES Client Name Tracy Forrest Internal. Pressure Coefficient+ 0.15IN(EKNATIC)NAL w7A LLC Job Description Sanford Hangers Mean Roof Height (ft) 18 C Small Hangers Building Width (ft) Building Length (ft) Roof Slope (x:12) 42 248 1 5,5 8 Job Number 23005.0 Wind Speeds 110 mph Table 500 Occupancy Special Storage Type Construction Type IV Unprotected, UnSprinkled Allowed . Provided Building Area 16,000 sf per floor 10,;0ry s Fire Protection Requirements (Table 600) OPENING,, MARK Max. No. of Stories 2 1 ,: Thrr t 1,::; t�rL, : u.: ,, Sr :,F , xt<}co-x t»" s Y�1 .,r1 °'". rrvu`�. z_,a:� a,.;r rfi a „w, »..:.3 . ^'.� $ a.. ��{�/AL/( i � - c ,,, e,:.t .,. e .rz.b.x rs w,v.'xa-C "''f` -:4°? r, +�=11'.641, �`� Err ?.k 3 ,F _ szr''x ro fv✓�I `�`�Y,.�% /�q/y.N.�#}SMI MAXIMUM POSITIVE PRESSURE; (psf) MAXIMUM NEGATIVE PRESSURE (Ipsf) Beams. Girders etc :kir iY” Y�t...v!' A a+' t 'iJ' ..* ■`w{,}�//��} y,. °x z` ;i„, -rta' C -y'. a"+' wn: ✓T 4..�w-'�''A M:.lo-,..uM:n ,..rA.<,v:..0 W o, tdS..am,.,.o'!. R,^� ,T...i tee'^.?' )..�Wt',..:...�4 " Overhead 5 7 .ry y✓'v,�:%��.V.z` Max. Hgt in Feet 55' (no limit per sub-letter'g') 19'-10" (roof peak) Fire Protection Requirements (Table 600) OPENING,, MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEV. (ft) OPENING DIMENSIONS WIDTH,(ft) HEIGHT (ft) MAXIMUM POSITIVE PRESSURE; (psf) MAXIMUM NEGATIVE PRESSURE (Ipsf) Beams. Girders etc A Overhead 5 7 $6 12 1.9.0 -21.4 B Overhead w/ mandoor 4 7 36 12 19.0. -21.1 C Overhead Garage 5 4 5,5 8 22.0 -27.3 D Hollow Metal 4 3.33 3 6,67 24.0 -2611 Fire Protection Requirements (Table 600) DOOR Party and Fire Walls 4 hours Interior Bearing Walls 0 hours Columns 0 hours Beams. Girders etc 0 hours Floor Ceiling 0 hours R f C' 1' O h 0o eling ours Exterior Bearing & Non -Bearing Walls Width of Edge Strip (a) in feet = 4.2 0' to 3' 1 hour ( 0%) 3' to 10' 1 hour (10%) 10' to 20' NC (20%) 5 h 20' to 30' NC (40%) 5 +30' NC ( NL) O O Q Occupancy Analysis I _ 5 5 a Storin f- i r r ft without major maintenance. g o pr vate a1 e o naso Q WALLS At�f IN7ER10R PARTITIQI�S, NONCOAABUSTlE3L '�GA'FiLE NC?.1NP i2t)0 GENRtC1;rHOUR 4Q to 44 STtr GYPSUM WALLBOARD, STEEL STUDS One layer V0 type X gypsum waRboard or gyp om veneer base applied parallel or at right angles to each side or 3s/e' steel studs 24' o.c. with 1' Type S drywall screws W o.c at vertical: joints and 12' o.c. at floor and ceiling miners and interne ate suids. Joints staggered 24' on opposite sides. (NLB) Thickness: 471x' UririGrg Height. Refer to Section V Approx. Weight: 6 psf Fire Test: FM WP -45, 6-19 68; OSU T-IT/0, 6-61; ULC 79T484, 79T500, 79T497, 8-12-81, ULC Design W415 t Sound Test: NGC 2385, 7-28-70 .1• RK T?,:F.'T1TA0 I ylb kk w -r -f 1'' i I i M -TI f V i 0 --.,__, Vii' �'� L � , P1`( D'C'�c �'fZ 5 G-rf E=.�•to GD�L , ��( dT N' �,. �, a 5"T V G� , �j � �"(��','� -�� 1k . ItJ N t d _ ,+.� �.. � �✓' �/�' ©� 1 • t /+� 1"" _ - �� I \ T11� P" � � a � V�+(s �f 1 ' �r�-'� 4 �%'t;s�'(-tf -... ° IP %Ir v'i im A' va ro Z � ►.rpt _ - a � f x , Tppl ; �,� ,�t4o� ,y31pu � ° ►` I �� ,r ,� t` j � u ) i1 G _ t t. r� � r�, I � k FA r� ��. v'rs ��'© % �' �, l� �� - 'T I�ue"�� ^ Gni z� `f ?� 'iPf- Y ' - p, _..�'11'1 eT1,"Ot�4 _ DOOR SCHEDULE s rr '\VI D, KWRITZ [AFECHITECTU7RE O C;w �I w • I +r a door size ro u -a ao za. 6 o remarks A 36'-0" x 12'-0" ovhd Mu Prefin Mu With Translucent Panel and H droGR With Translucent Panel and Hydrofift and B 3.6'-Q" x 12'-0" ovhd M0 Prefin Md 3'-0" x &-8" mandoor W -,O" x 8'-0"h C Overhead Garage Mu Prefin M0 D , 3; 0" x 6'-$" Md Prefin MU WALLS At�f IN7ER10R PARTITIQI�S, NONCOAABUSTlE3L '�GA'FiLE NC?.1NP i2t)0 GENRtC1;rHOUR 4Q to 44 STtr GYPSUM WALLBOARD, STEEL STUDS One layer V0 type X gypsum waRboard or gyp om veneer base applied parallel or at right angles to each side or 3s/e' steel studs 24' o.c. with 1' Type S drywall screws W o.c at vertical: joints and 12' o.c. at floor and ceiling miners and interne ate suids. Joints staggered 24' on opposite sides. (NLB) Thickness: 471x' UririGrg Height. Refer to Section V Approx. Weight: 6 psf Fire Test: FM WP -45, 6-19 68; OSU T-IT/0, 6-61; ULC 79T484, 79T500, 79T497, 8-12-81, ULC Design W415 t Sound Test: NGC 2385, 7-28-70 .1• RK T?,:F.'T1TA0 I ylb kk w -r -f 1'' i I i M -TI f V i 0 --.,__, Vii' �'� L � , P1`( D'C'�c �'fZ 5 G-rf E=.�•to GD�L , ��( dT N' �,. �, a 5"T V G� , �j � �"(��','� -�� 1k . ItJ N t d _ ,+.� �.. � �✓' �/�' ©� 1 • t /+� 1"" _ - �� I \ T11� P" � � a � V�+(s �f 1 ' �r�-'� 4 �%'t;s�'(-tf -... ° IP %Ir v'i im A' va ro Z � ►.rpt _ - a � f x , Tppl ; �,� ,�t4o� ,y31pu � ° ►` I �� ,r ,� t` j � u ) i1 G _ t t. r� � r�, I � k FA r� ��. v'rs ��'© % �' �, l� �� - 'T I�ue"�� ^ Gni z� `f ?� 'iPf- Y ' - p, _..�'11'1 eT1,"Ot�4 _ s • Omow m s 0 COML. V) 2 s rr '\VI s • Omow m s 0 COML. V) oF(407) X 661227 cO, FLORIDA 32858 m c98-8864 v98-7992 FAX Q 2 s D, KWRITZ [AFECHITECTU7RE O C;w �I oF(407) X 661227 cO, FLORIDA 32858 m c98-8864 v98-7992 FAX Q O 0 m CL 0 c� m z 0 C U L w 4-7 O �I w • I +r O 0 m CL 0 c� m z 0 C U L w 4-7 c DRAW a CHECI m DATE 0 SCALE m PROJE w • I +r c DRAW a CHECI m DATE 0 SCALE m PROJE GENERAL CONDITIONS AND NOTES 1. If IS TUE INTENT OF'THE ARCHI'TEC'T'HIA'1' THIS WOI(K 13E IN CONFORMANCE WITH ALL REQUIREMENTS OF'THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. 'THE CONT'RACT'OR STIALL VERIFY ALL CONDITIONS 4ND DIMENSIONS A'T`THE JOBSTTE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL: REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHI'TEC'T' " PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCA'T'E AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF'THE ARCHITECT AND MAY NOT BE USED OR REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY 'TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION ISSUE. 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY'THE CONTRACTOR PRIOR TO CONSTRUCTION. 7. 'PHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS'THE REQUIREMENTS OF SEC'T'ION 1606, 2001 EDITION OFTHE FLORIDA BUILDING CODE. 1'T IS DESIGNED'TO WITHSTAND 120'MP1I EXPOSURE B WIND LOADS. MINIMUM DESIGN PRESSURE FOR OPENINGS IS X25.9, -2$.l PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. DESIGN WIND LOAD IS 120 MPH WITH SHAPE FACTORS. NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF: DESIGN ROOF LIVE LOAD IS 20 PSF $. CONTRACTOR IS SOLELY RESPONSIBLE FOR'THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF Wrfll ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD 'TO THE DRAWINGS SHALL BE BKOUGH'I'TO THE NI"TENTION OF'THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. 10. IT IS THE CONTRACTOR'S SOLE RESPONSIIHLITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE 'THE SAFETY OF THE BUILDING AND ITS COMPONENT PART'S DURING ERECTION. THIS INCLUDES, BUT IS NOT LLNH'TED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE -NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 11. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY 'THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT 'WITH THESE NOTES, TIIE BETTER QUALITY AND/OR GREATER QUAN'TI'TY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER. 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE. 14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. 15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS AREBASED ON THE BEST AVAILABLE DATA AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO. ADEQUATE VERIF'ICA'TION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1G. A'DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPENINT SHALL BE DETERMINED BY THE OWNER. 17. CON'TRACT'OR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, S'T'ORING, PLACING AND PROT'EC'TING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY"THE' OWNER FOR THE CONTRACTORS USE. FOUNDA11ONS 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A`GEOTECHNICAL ENGINEER KEGiS'1'KERED IN 'THE STATE OF FLORIDA. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TOTHE CONTRACTOR. 3. SOIL SHALL: BE COMPACTEDTO A MINIMUM OF 95% OF MAXIMUM MODWIED.PROCTOR DENSITY. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY'THE CONTRACTOR: FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING' ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE AND FOOTINGS 3000 PSI' REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TOA% AIR ENTRAINMENTS, AND A MAXIMUM WATER/CEMENT RA 110 OF 0.58. 3. CONCRETE MIX DESIGN, -SHALL BE IN ACCORDANCE WITH TIIE LATEST EDITION"OF^ACI 301 CHAPTER 3, METHOD I`OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3,OF THE LATEST EDITION OF ACI 318 4. ALL REINFORCING' STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET S'T'EEL CONFORMING TO ASTM A,615 GRADE 60. 5. ALL CONCRETE' WORK SHALL BE IN ACCORDANCE WITH "T'HE !BUILDING CODE' REQUIREMENTS FOR REINFORCED CONCRETE" ACT 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 6. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK R REQUIRED IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEANIS AND AT SLABS EDGES. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAK ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 8. CON'TRACT'OR SHALL PROVIDE 3/4 INCH CHANIFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHFTECTURAL DRAWINGS. 9. 'THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: ,3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH 918 BARS 1 1/2" ALL OTHER CASES 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE -i NOTED ON THE DRAWINGS. 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED Sr LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". ALTERNATE FH3ERMESH REINFORCING SHALL BE COMMERCIAL GRADE. 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED -BY OTHER TRADES BEFORE CONCRETE IS PLACED. 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOA,DETAILING REINFORCED CONCRETE STRUCTURES" ACT 315 LATEST EDITION, UNLESS DETAILED OTHERWISE:ON'THESE PLANS. 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF'EMBEDDED'; ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES,.ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL; BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 16, FOR BEAMS, LAP BOTTOM STEEL A'T'THE SUPPORT ANDTOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE. 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT. 1 _. A_ I v I r I P) ice.! llx 3 O .a .D m t 0 `a N U m t Q T .Y N Y v w 0 c m N C O O C ro m m N m a x m m 0 L 3 t c m E 7 0 0 ro m m t 0 C O O O 0 0 E O N C 0 .y m N C v 0 a c Q or c O ro m H m t 0 .D m 0 C U m 0 L. 0. U CL m 0 N m s 0 C O ro m M h m 0 ro C 0 m z U L Q Y N L ]C O v w 0 t m a 0 a m t m 0 N ti - C m C O U L t ro C O V1 C m E U 0 ro m N m t IN u ■ (407) 098-7992 FAX ■ Ell I H •� G�3 F=t Q-1 W b I H •� G�3 F=t Q-1 N C O H DRAWN U . MK*IAEL CAUSEY m CHECKED NAROM R CONDO DATE OCTOBR 14 2003 SCALE AS NOTED ERIC D. KURITZKY WPC -0301 AR0007981 1 °1 0 °gyp ARCHITECTURE CONSTRUCTION ADYINUMATION CONSULTANT ® P.O. BOX 881227 ORLANDO, FLORIDA 32888 407 898-8884 cu•Q 407 898-7992 FAX G H m 40 oa��m o q U U ubCcco COO G O �omz z V vq.Id a m 0G ".-. O U cc in MFP44FK !rn H DRAWN . MK*IAEL CAUSEY m CHECKED NAROM R CONDO DATE OCTOBR 14 2003 SCALE AS NOTED PROJECT NO. WPC -0301 PLUMBamQ■ 1 °1 0 °gyp � AM LREM ►�1 ® cu•Q H oy V 0 (L% O w~! bA � ® • P•I PI U m a � U O U4-4 m O. bA H 0 O O41 Qo . O C 00 cn rw U i w O m eO. G d L �r- m i O N s m c 0 v Al DRAWN . MK*IAEL CAUSEY CHECKED NAROM R CONDO DATE OCTOBR 14 2003 SCALE AS NOTED PROJECT NO. WPC -0301 PLUMBamQ■ PLAN — %.—L vM H 14GAR, NOTES AM LREM SHEET' '11-11S DvfAT"ERIAL WAS EXTRAC'T'ED BY 3rv1 FIRE PRO'T'ECTION PRODUCTS, FRONI THE 2002 FDI'110N OF THE UL FIRE RESISTANCE DIRECTORY SYSTEM NO. W -L-1001 (FORMERLY SYSTEM NO, 14� F RATING -1, 2, 3, AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS --Q 1, 2,. 3, AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT --LESS THAN 1 CFM/sq ft L RATING AT 400' F—LESS THAN 1 CFM/sq ft SECTION A -A _'1*1 1. Wait Assembly -The 1, 2, 3 or 4 ht fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Serifs VIA or partition Designs in the UL Fite Resistance Directory and shall include the following construction features: At Studs - Walt 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 41a lumber spaced 16 in. OC with nom 2 by 4 is lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 is deep channels spaced max 24 in. OC. B. Gypsum Board* - Nom 1/2 or VS 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. distra (or smaller) Schedule 10 (ar heavier) steel pipe, nom 12 in. diam, (or smaller) service weight (or heavier) cast iron soll pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile icon pressure pipe, nom 6 in. diam (or steel conduit, nota 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diant (or smaller) Type L or (or heavier) copp,rTubing or nom I is diam (or smaller) flexible steel conduit When copper * is used, mu F Rating offirtstop system (Item 3) is 2 IL Steel pipes or conduits larger than nom, 4 in, diam may only be used in walls constructed using steel channel studsA max of one pipe or conduit is permitted in the fircstop system. Pipe or conduit to be Installed near center of stud cavity widdi and to be rigidly supported on both sides of wall assembly. 3. FAVold or Cavity Matede - Caulk - Caulk Eli material instilled to completely Eli 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 Ra* of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following t2ble.'Ibe 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. Am miar Space In. F Rating Hr T Rating tIr 1 0 to 3/16 1 or 2 Of, I or2 1 1/4 to 1/2 3 or 4 3 or 4 4 0 to 1-1/2 1 or 2 0 6 1/4 to 1/2 3 or 4 N 12 3/16 to 3/a I or 2 + When copper pipe is used, T Rating is 0 IL hUNNESOTA MINING & WG CO - CP 25WB Bearing the UL Classific2tiou. Marking MMORY"FORDLMULS. hemmer i,,e the w.J;ti,w ofw, and Vplitdi .. b,y..d . —ttol.3bi shall not b. U.bkfy J&� diur — 311., only �y thou b, to PAGE I UL SYffI3M NO. I OI'' JWL —1001 proved robe I ARCHITECTURE CONSTRUMON ADWMffSMT10N NOT FOR USE AS A CONMUMON DOGUAENr. 3M Fite Protection Products DRAW' - NOTTO SCAU-1. NOTE: THE CONTRACTOR 15 INSTRUCTED THAT ALL OF THE ELECTRICAL DEVICES WITHIN THE AIRCRAFT HANGARS OF THIS BUILDING WILL BE MOUNTED AT A MINIMUM OF FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE, UNLESS NOTED OTHERWISE ON THIS DRAWING. THIS INCLUDES THE RECEPTACLES, PUSHBUTTONS, DISCONNECT SWITCHES AND LIGHT SWITCHES. THE ELECTRICAL CONTRACTOR SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE P065115LE AND HOLD AS TIGHT TO THE 50TTOM OF THE ROOF STRUCTURE AS POSSIBLE. ALL RECEPTACLE CONDUITS SHALL 5E ROUTED BELOW THE FLOOR AND UP IN THE WALL TO AVOID PENETRATING THE FIRE RATED WALL WITH THE CONDUIT. WHERE AN ELECTRICAL CONDUIT PENETRATES A FIRE RATED WALL, THE ELECTRICAL CONTRACTOR SHALL SEALED THE PENETRATION IN ACCORDANCE WITH THE REQUIREMENTS OF UL, SYSTEM No. W -L-1001 OF THE 2003 FIRE RESISTANCE DIRECTORY. AVOID AS MANY PENETRATIONS AS POSSIBLE. ELECTRICAL FLOOR PLAN NOTES 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 Or-D&OMWC. MOUNT THE OUTLET BOX AT FORTY-EIGHT INCHES (40') ABOVE'FINISHED FLOOR TO THE BOTTOM. TYPICAL FOR FOURTEEN (14) OUTLET BOXES AND TIMER SWITCHES, THIS BUILDING: O PROPOSED LOCATION OF THE TWO (2) HORSEPOWER, 220 VOLT MOTOR AND CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOO'R. TYPICAL OF TWELVE (12) UNITS THIS BUILDING, PROVIDE, INSTALL AND CONNECT A 240 VOLT, NF, NEMA 1, SM, 30 AMP DISCONNECT SWITCH AND FLEX15LE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR, SURFACE MOUNT THE DISCONNECT SWITCH AT SIX FEET ((o' -O') A50VE FINISHED FLOOR TO BOTTOM OF THE ENCLOSURE. TYPICAL OF TWELVE (12) DISCONNECTS THIS BUILDING. ROUTE A THREE-QUARTER INCH CONDUIT WITH THREE (3) hO THWN, CU. TO THE PANEL AS NOTED. PROPOSED LOCATION OF THE NEW PANELS FOR THIS BUILDING. THESE PANELS SHALL BE SURFACE MOUNTED ON THE EXTERIOR OF THE BUILDING AND SHALL BE PROVIDE[) WITH NEMA 3R ENCLOSURES. PROVIDE CONCRETE FILLED, METAL BOLLARDS IN FRONT OF THE PANELS FOR PROTECTION OF THE EQUIPMENT. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR LOAD AND EQUIPMENT INFORMATION. (D LOCATE THIS WALL MOUNTED LIGHT FIXTURE A50VE THE PANEL FOR SERVICE WHEN REQUIRED. MINIMUM MOUNTING HEIGHT SHALL BE TEN FEET (0-09 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 THIS FIXTURE. O ROUTE THREE (3)'12 THUN, CU, IN A ONE-HALF INCH (1/29 CONDUIT TO PANEL AS NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. (D 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 OWNER PRIOR TO INSTALLATION. CD PROVIDE A SURFACE MOUNTED FU5H5UTTON FOR CONTROL THE AUTOM051LE OVERHEAD GARAGE DOOR OPENER, MOUNT TH15 DEVICE AT FORTY-EIGHT INCHES (48') A50VE FINISHED FLOOR TO THE BOTTOM. PROVIDE. INTERCONNECT CIRCUITRY AS REQUIRED. TYPICAL OF TWO (2) TH16 BUILDING. CD PROVIDE A SURFACE MOUNTED JUNCTION BOX AND FLEXIBLE CONNECTION TO OVERHEAD AUTOMOBILE DOOR OPENER, ROUTE THREE (3) M2 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 TWO (2) THIS BUILDING. i I/5TI-26 6TI-26 STI -2(o 5 ?7N 1P__"\ cy iSTI-20 STI -28 -STI-2 STI -28 STI -4:6 /Kt ELECTRICAL FLOOR PLAN - SMALL "T" HANGAR PANEL '61' H STI -25 '--PANr:L -ST2- STI-28 0 0 3 x 0 :3 0 E 0 0 0 E I- 0 to 0 ILN DRAWN ERIC D. KURIT'ZRY pAtCH1,11EC111 AMY HOLLOWAY AR0007981 U; ARCHITECTURE CONSTRUMON ADWMffSMT10N CONSULTANT DATE P.O. BOX 561227 ORLANDO, FLORIDA 32856 (407) 898-8654 (407) 898-7992 FAX AS NOTED 0 to 41 g co 0 cc 02 to to 6 4) to. co 0 Z z +j g A w 0 0 N WPC—M- ILN DRAWN AMY HOLLOWAY U; HAROLD FL CONDO DATE OCTOBER14 2003 bi 0 AS NOTED 0 PROJECT NO. WPC—M- a CTMAL FLCOR PLM co CU SHEET E-1 01 0 V > 4) W a) 0 0 0 0 co O bJ . 0 (D cd 0 E_ 0 CCi to; '^i 0 4-4 0 0 co P -4k P-4 0 co '0 REVISIONS o OW 0 CL 0 a ILN DRAWN AMY HOLLOWAY CHECKED HAROLD FL CONDO DATE OCTOBER14 2003 SCALE AS NOTED PROJECT NO. WPC—M- a CTMAL FLCOR PLM SMALL 'T HANGAR AND NOTES SHEET E-1 2i'V .,.,r .. _ uz; . . 1. I , -",**) PROJECT ELECTRICAL GENERAL NOTES ` I. ALL CONDUIT ROUTED CONCEALED INSIDE OF THE BUILDING WALLS OR ABOVE A 16. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND BACK- PENDANT/CHAIN MOUNTED, FOUR FOOT (4'-0') STRIP FLUORESCENT LIGHT CEILING MAY BE 'ENT'. ALL CONDUIT ROUTED EXPOSED IN THE HANGARS SHALL BE CEILING GALVANIZED RiGID STEEL. THE MINIMUM SiZE FOR ALL CONDUITS SHALL BE ONE- SYSTEM I CONDITIONING E TH INSTALLATION OF THE AIR Y T FOR E BOX SYSTEM CONTROLS. THIS WILL INCLUDE ALL REMOTE TEMPERATURE SENSORS, TIME WITH THE ,CORRESPONDING UTILITY COMPANY FOR INSTALLATION AND, FINAL CONNECTION OF, THE,,NEW POWER AND TELEPHONE SERVICES. 'VERIFY THE . HALF INCH (1/2') EXCEPT AS OTHERWISE NOTED, CONDUITS ROUTED BELOW GRADE 1 4 -FOU INCHES l2 ) SHALL BE PYC AND SHALL BE BURIED A MINIMUM OF TWENTY-FOUR E 'PVC' CLOCKS, THERMOSTATS, CONTROL RELAYS, SMOKE DETECTORS AND OTHER T CTO SHALL ELECTRICAL ICAC CON RA R INSTALLATION, THE L S. PRIOR TO L RELATED ITEM PR , REL TE HEIGHT OF TWELVE FEET (12'-09 ABOVE THE FINISHED FLOOR VERIFY THE EXACT T INIS GRADE UNLESS THEY ARE BENEATH A DRIVE AND THEN THEY HE FINISHED RAD BELOW VERIFY THE EXACT LOCATION(S), MOUNTING HEIGHT(S) AND CONNECTION ' AND CONDUCTORS AS REQUIRED BY THE POWER COMPANY. VERIFY THE EXACT LOCATION WITH` THE POWER COMPANY PRiOR TO COMMENCEMENT OF WORK . SHALL BE A MINIMUM OF THIRTY-SIX INCHES (36') BELOW THE FIN15HED GRADE. THE REQUIREMENTS WiTH THE MECHANICAL (HVAC) CONTRACTOR FIXTURE. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING OC232 120 WITH 'PVC' CONDUIT MAY PENETRATE A SLAB, BUT SHALL NOT BE USED INSIDE OF THE BUILDING. ALL EXPOSED CONDUITS ROUTED OUTSIDE OF THE BUILDING (ON WALLS, 11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPANY PROVIDE ALL CONDUITS' AND CONDUCTORS REQUIRED BY THE`E?OWER. DMP FOR INSTALLATION OF NEW. MI TERS''AT'THIS FACILITY. INCLUDE THE COST FOR THE ROOF, ETC.) SHALL BE GALVANIZED RIGID STEEL WITH THREADED FITTINGS. RECORDED TEST OF THE INSTALLED GROUNDING SYSTEM AT THiS FACILITY. THE FIXTURE, WITH SELF-CONTAINED MOTION SENSOR AND DUAL (2) ADJUSTABLE THE BUILDING MAY BE 'EMT' WHERE' THE ALL EXPOSED CONDUITS INSIDE OF E B LD ° CONDUIT 15 A MINIMUM OF FORTY-EIGHT INCHES l48) ABOVE THE, FINISHED FLOOR:. TESTING PROCEDURE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF REQUIRED FOR THE GROUNDING SHOWN. PROVIDE A TYPED COPY OF THE IEEE A5 RE= RED E,MOUNTED METER VERIFY THE EXACT ROUTING, CONDUIT SIZE AND NUMBER A EXPOSED CONDUITS SHALL BE PAINTED TO MATCH THE SURFACE ON WHICH . ALL, ND TEST RESULTS WHICH IDENTIFIES THE TESTS PERFORMED AND THEIR SPECIFIC FIXTURE SHALL BE EQUAL TO FRIENDLY LIGHTING "5TL20OH5 WITH TWO (2)150 THEY ARE ATTACHED. RESULTS. 6: MATERIA S FOR THIS PROJECT SHALL BE NEW AND FRET= OF DEFECTS. THE ALL, ER AL,.,:. , PR _ FOR TU ING:ALL:ITEMS OF ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE R RE RN T SHALL VISIT THE PROJECT SITE PRIOR TO THE BID 2. THE ELECTRICAL CONTRAGOR 4 PROVIDE INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE O , NEW TRANSFORMER No. 3 TO THE NEW PANEL 5T1 AT THE BUILDING. PROVIDE TAXIWAY. PROVIDE EACH FIXTURE WITH A RAB OSTL200 MOTION SENSOR WHICH DATE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. THESE DRAWINGS DO WILL CONTROL BATH OF THE LAMPS IN THE FIXTURE. ADJUST THE MOTION THREES) x'3/0 THWN, GU. AND. ONE (I) *2 THWN, CU., GROUND IN A TU10 INCH 21) CONDUIT. ROUTE THE CONDUIT UNDERGROUND AT A MINIMUM OF THIRTY-SIX T I NOT ATTEMPT TO IDENTIFY ALL OF THE EXISTING CONDITIONS, PRIOR TO THE BID BREAK IN THE. MATERIAL,:ANY CRACK AND ALL OTHER INCONSISTENCIES. ALL 1.I 1,0 UCTS SHA L E=AR THE U.L. LABEL AND SHALL BE PURCHASED SPECIFICALLY PRD L B . 50TH THE FIXTURE AND THE MOTION SEN50R SHALL BE AS DIRECTED BY THE INCHES (36') BELOW THE FINISHED GRADE. THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER. AND THE PROJECT FOR THIS PROJECT. ARCHITECT, IN. WRITING OF ANY EXISTING CONDITION WHICH WILL PREVENT THE �5 REFER TO THE CORRESPONDING PANEL SCHEDULE FOR THE LOAD INFORMATION H SYST MS THE POWER LIGHTING AND INSTALLED E CONTRACTOR FROM INSTALLING, DOLLARS ($50.00) FOR EACH FIXTURE TO BE SELECTED BY THE OWNER THIS AND THE PANEL REQUIREMENTS. . SHOWN IN THESE CONSTRUCTION DOCUMENTS. CONDUCTORS: THE COLORING MAY BE THEr OUTER THERMOPLASTIC JACKET OF THE CONDUCTOR (COLORED) OR BY USING COLOR TAPE. MAKE SURE THAT COLOR E G ', 3. COORDINATE ALL.ELECTRIGAL CONSTRUCTION WITH THE PROJECT MANAGER , IDENTIFICATIONS ARE VISIBLE` AT ALL JUNCTION BOXES, PANELBDARDS, PRIOR TO COMMENCEMENT OF WORK, VERIFY ALL FINAL AND EXACT LOCATIONS - BASE AND FROSTED GLASS SPADE. THIS FIXTURE SHALL BE EQUAL TO THOMAS FOR THE MAJOR ITEMS OF EQUIPMENT SHOWN IN THESE DOCUMENTS. THE LIGHTING "SL -525-6 WITH TWO (2) 60 WATT/130 VOLT LAMPS. 1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A o ELECTRICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR; OF THE TERMINATION POINTS: DOLOR CODING SHALL BE IN ACCORDANCE WITH THE INTENDED WORK SCHEDULE. IF REQUIRED, THE.ELECTRICAL CONTRACTOR SHALL WORK EVENINGS AND WEEKENDS TO.ACCOMMQDATE THE OVER-ALL COMPLETION . SCHEDULE AT NO ADDITIONAL COST. THE SCHEDULE SHALLB)= ,ESTAI, I ; SHEL? .BY' "T° HANGARTHE GENERAL CONTRACTOR. TYPICAL SMALL Y F ATCHING. ANY FI� _ CRATED MATERIAL NECESSARY FOR RE . 4. PROVIDE ALL. LABOR AND TER , NOTES E DIAGRAM O RISER POWER ST ► 'VISi�,:�� ASSEMBLY WHICH WILL BE PENETRATED BY THE WORK.OF H S,DI ON WHERE ;4; CONDUIT, CABLE, PANEL OR BACK BOX IS REQUIRED TO PENETRA1.TE �A`FIRE-RATED Y THE ELECTRICAL CONTRACTOR SHALL SEAL -THE PENETRATION,WITH A ASSEMBLY, E. _ i THE ELICTRiCAL CONTRACTOR SHALL COORDINATE WITH THE FLORIDA POWER U.L. LISTED AND, APPROVED FIRE PROOFING COMPOUND.,OR A U.L. LISTED AND,. W PAD -MOUNTED TRANSFORMER TO TA TION OF THE NEW P D ICSH FOR INS LLA NA7 ..WITH t AND L T R COMPOUND, COO l E ,, APPROVED COMBINATION ASSEMBLY AND ...OMP RD , , , HE:. . V C" VOLTAGE FOR THIS FACILITY 15 TO BE 120/240 T ' LIES SERVE THIS FACILITY. THE :SER (. E . OL. PROJECT ARCHITECT. FOR THE .EXACT LOCATIONS OF ALL.i=IRE ,RA ED ASSEMB AND PROVIDE ALL ,:PAT,GNING As REQUIRED. lN`THE U.L. DIRECTORY FOR THE VOLT, 61NGLE (1) PHASE, THREE (5)WIRE AND GROUND. REFER TO THE 'MASTER APPLICABLE ASSEMBLY.:. ELECTRICAL SITE PLAN - POWER` FOR THE PROPOSED LOCATION OF TRANSFORMER No. 3 AND FOR THE PRIMARY ,MID SECONDARY SERVICE CONDUIT ROUTING. II. THESE DRAWINGS ARE DIAGRAMMATiC AND DO N 1. OT INTEND TO REFLECT THE EXACT OR ACTUAL FIELD CONDITIONS. THE ELECTRICAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE TO BE KNOWLEDGEABLE ABOUT ALL OF THE EXISTING CONDITIONS. THERE WiLL BE NO ADDITIONAL GHARGES:ALLOWED AFTER AWARD OF THE CONTRACT DUE TO AN EXISTING CONDITION WHICH COULD TSF OBSERVED'PRIOR.TO THE BID. 12. THE'ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A NEW ,PHENOLIG . LABEL; FOR EACH MAJOR ITEM. OF E=LECTRICAL EQUIPMENT. THE LABEL SHALL. BE . RED WITH. WHITE ENGRAVED LETTERING._ THE LABEL SHALL BEA MINIMUM OF'TWO INCHES (2') HIGH BY -FOUR INCHES (4'), WIDE. PERMANENTLY MOUNT THE LABEL TO` TWE FACING GONER OF THE ELECTRICAL EQUIPMENT. ITEMS TO BE LABELED SHALL INCLUDE (BUT ARE NOT LIMITED TQ) PANELS, CONTROL CABINET$, DISCONNECT SWITCHES, TIME CLOCKS, CONTACTORS, RELAYS, INSTALLED SYSTEMS TERMINATION CABINETS, PENDANT MOUNTED,EQUIPMENT AND SINGLE POINT (DEDICATED) RECEPTACLES. THE'LABEL SHALL BE SiZED TO ALLOW FOR THE,PANEL AND CIRCUIT NUMBER TO BE, ENGRAVED..' WHERE A PANEL, TERMINAL -CABINET OR OTHER ITEM OF EQUIPMENT IS TO BE .LABELED, INCLUDE;' THE NAME ,OF THE PANEL, THE VOLTAGE AND PHASE AND THE ORIGIN FOR ITS'CIRCUITRY. 13.ALL CONDUCTORS,5HALL BE COPPER TYPE *THUN'. THE MINIMUM SIZE FOR.ALL . 120/240. VOLT POWER CONDUCTORS' SHALL 5E:12, AWG: ALL CONDUCTORS SHALL BE PROVIDED WITH A COLOR CODING AS REQUIRED HEREIN. 14,ALL LIGHTING FIXTURES SHALL BE NEW AND SPECIFICALLY PURCHI .11ASED FOR THIS PROJECT. ALL LIGHTING,FIXTURES SHALL BE THROUGHLY CLEANED, PM, OR TO A 11 REQUEST FOR FINAL INSPECTION OF THIS FACILITY. LEN5,SHALl BE WASHED AOR CLEANED, LOUVERS SHALL BE GLEANED OF DUST AND DE1.BRIS; LAMPS SHALL BE: OPERABLE AND SWITCHING SHALL OPERATE AS SHOWN ON fiHESE DRAWINGS: ALL LAMPS SHALL BE PURCHASED FROM THE: SAME= "LOT ORDER' FOR THIS PROJECT, WHERE A FIXTURE IS PROVIDED WITH ADJUSTABLE.OPTICS, THE ELECTRICAL CONTRACTOR SHALL AIM THE LIGHT FIXTURE A5 DIRECTED BY PROJECT MANAGER 15.THE ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL TEMPORARY PODER AND LIGHTING DURING THE CONSTRUCTION OF THIS PROJECT. PROVIDE A MINIMUM OF FIVE (5) DUPLEX RECEPTACLES (120 VOLT), THREE (3) 240 VOLT, 30AMP, POLARIZED RECEPTACLES AND TEMPORARY LIGHTING ADEQUATE TO ALLOW ALL TRADES TO , PROPERLY WORK AT THE SITE OR WITHIN THE BUILDING. LOCATE THESE DEVICES AS DIRECTED BY THE PROJECT GENERAL CONTRACTOR Pi20VIDE A TEMPORARY CONSTRUCTION SERVICE FOR THIS FACILITY OF';120/240 VOLT, SINGLE PHASE, 3 WIRE. THE ELECTRICAL CONTRACTOR MAY REUSE EXISTING TRANSFORMERS AND . PANELS TO:PROVIDE THIS TEMPORARY SERVICE. THE MONTHLY COST ASSOCIATED WITH THE TEMPORARY ELECTRICAL SERVICE FOR THIS PROJECT SHALL BE'� INCLUDED IN THE CONTRAGTOR'5 BASE BID. 1 e PROVIDE GROUND BUS AT SERVICE EQUIPMENT. LIGHTING FIXTURE SCHEDULE , , , , ,I . I 5. THE ELECTRICAL' CONTR.. . .. 1.4 � �;_�� -ACTOR SHALL CONTACT MR MARK POLLACK (352-334-340(4) TiN NOS( (401-321-0441) WITH BELL WiTH FLORIDA POWER AND LIG(-IT,AND MR MAR i✓ FIXTURE DESCRIPTION, MANUFACTURER AND ACCESSORIES . � 01. TE- ELECTRICAL CONTRACTOR.SHALL CONTACT FLORIDA POWER AND LIGHT AND BRANCH CIRCUIT LOAD TYPE IT . V E COO INATiON SOUTH FOR THE "GORRESF?ONpIN,4 SERVICE TO,THIS 5 E PRO ,lD RD PENDANT/CHAIN MOUNTED, FOUR FOOT (4'-0') STRIP FLUORESCENT LIGHT T OBTAIN THE REQUIREMENTS FOR INSTALLATION OF THE NEW ELECTRICAL METER At THEIS TRANSFORMER THia TRANSFORMER SHALL HAVE A SINGLE METER AS FIXTURE, WITH ,AN ELECTRONIC BALLAST, SUSPEND THE FIXTURE FROM THE WITH THE ,CORRESPONDING UTILITY COMPANY FOR INSTALLATION AND, FINAL CONNECTION OF, THE,,NEW POWER AND TELEPHONE SERVICES. 'VERIFY THE I F BUILDING ROOF STRUCTURE, WITH STEEL CHAIN AS REQUIRED OR A MOUNTING vl A CONCRETE PEDESTAL POLE THE METER BASE, THE CONDUIT NOTED. PROVIDE RE HEIGHT OF TWELVE FEET (12'-09 ABOVE THE FINISHED FLOOR VERIFY THE EXACT REQUIREMENTS FOR. INSTALLATION OF THE SECONDARY CONDUITS AND FOR MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. ROUTE A ' AND CONDUCTORS AS REQUIRED BY THE POWER COMPANY. VERIFY THE EXACT LOCATION WITH` THE POWER COMPANY PRiOR TO COMMENCEMENT OF WORK FLEXIBLE CONDUIT FROM THE JUNCTION BOX AT THE ROOF DOWN TO THE CONNECTION OF THE SECONDARY, CONDUCTOR$ WITH THE 'POWER COMPANY. FIXTURE. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING OC232 120 WITH 0 g TWO (2) TS/3500K/32 WATT LAMPS. COMPANY PROVIDE ALL CONDUITS' AND CONDUCTORS REQUIRED BY THE`E?OWER. DMP FOR INSTALLATION OF NEW. MI TERS''AT'THIS FACILITY. INCLUDE THE COST FOR SURFAC /W L MOUNTED EXTERIOR INCANDESCENT TAXIWAY FLOOD LIGHT E AL , 3 OUT CON UiT AND CIRCUITRY FROM THE TRANSFORMER MOUNTED C/T S TO THE QR E D . . FIXTURE, WITH SELF-CONTAINED MOTION SENSOR AND DUAL (2) ADJUSTABLE PRIMARY AND SECONDARY'CONDUiTS AND CABLt5 AS REQUIRED BY -LOCAL POWER FIXTURE HEADS. THE FIXTURE AND SHIELD SHALL BE ALUMINUM AND SHALL BE E,MOUNTED METER VERIFY THE EXACT ROUTING, CONDUIT SIZE AND NUMBER MOUNTED FLUSH ON EXTERIOR WALL A$ HIGH AS POSSIBLE ABOVE GRADE. THiS COMPANY.1. FIXTURE SHALL BE EQUAL TO FRIENDLY LIGHTING "5TL20OH5 WITH TWO (2)150 OF CONDUCTORS REQUIRED OF WATT, PAR 38 FLOOD LAMPS. THE FIXTURE SHALL BE AIMED AT NIGHT BY THE 6: MATERIA S FOR THIS PROJECT SHALL BE NEW AND FRET= OF DEFECTS. THE ALL, ER AL,.,:. , PR _ FOR TU ING:ALL:ITEMS OF ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE R RE RN ,: 4 PROVIDE INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE O , NEW TRANSFORMER No. 3 TO THE NEW PANEL 5T1 AT THE BUILDING. PROVIDE TAXIWAY. PROVIDE EACH FIXTURE WITH A RAB OSTL200 MOTION SENSOR WHICH IC A TO HAVE A FAULT(5)'A SHORT(S), ANY ELECTRICAL EQUIPMENT WH .. H RE FOUND ` ' WILL CONTROL BATH OF THE LAMPS IN THE FIXTURE. ADJUST THE MOTION THREES) x'3/0 THWN, GU. AND. ONE (I) *2 THWN, CU., GROUND IN A TU10 INCH 21) CONDUIT. ROUTE THE CONDUIT UNDERGROUND AT A MINIMUM OF THIRTY-SIX . BREAK IN THE. MATERIAL,:ANY CRACK AND ALL OTHER INCONSISTENCIES. ALL 1.I 1,0 UCTS SHA L E=AR THE U.L. LABEL AND SHALL BE PURCHASED SPECIFICALLY PRD L B . 50TH THE FIXTURE AND THE MOTION SEN50R SHALL BE AS DIRECTED BY THE INCHES (36') BELOW THE FINISHED GRADE. OWNER VERIFY FINISH TYPE PRIOR TO ORDERING, FOR THIS PROJECT. 5URFACEnUALL MOUNTED, INCANDESCENT DECORATIVE BATHROOM LIGHT �5 REFER TO THE CORRESPONDING PANEL SCHEDULE FOR THE LOAD INFORMATION H 1. THE ELECTRICAL CONTRACTOR SHALL PROViDE.PHA5E COLORING FOR ALL DOLLARS ($50.00) FOR EACH FIXTURE TO BE SELECTED BY THE OWNER THIS AND THE PANEL REQUIREMENTS. . - - CONDUCTORS: THE COLORING MAY BE THEr OUTER THERMOPLASTIC JACKET OF THE CONDUCTOR (COLORED) OR BY USING COLOR TAPE. MAKE SURE THAT COLOR E G MOUNTED ABOVE THE MIRROR OR AT SEVEN FEET (1-0) ABOVE THE FINISHED 6 THIS NOTE= NOT USED FOR THIS BUILDING. O FLOOR IDENTIFICATIONS ARE VISIBLE` AT ALL JUNCTION BOXES, PANELBDARDS, SURFACE/CEILINMOUNTED, INCANDESCENT DRUM LIGHT FIXTURE,WITH WHITE NEW BASE AND FROSTED GLASS SPADE. THIS FIXTURE SHALL BE EQUAL TO THOMAS DISCONNECT SWITCHES; ENCLOSURES; CABINETS; PULL -BOXES AND EQUIPMENT LIGHTING "SL -525-6 WITH TWO (2) 60 WATT/130 VOLT LAMPS. 1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A o REGESS/C ILING , 2 'x 4' FLUORESCENT LiGHT FIXTURE WITH ACRYLIC E MOUNTED TERMINATION POINTS: DOLOR CODING SHALL BE IN ACCORDANCE WITH THE PRISMATIC LENSE, ELECTRONIC BALLAST AND BALLAST PRIMARY FUSING. THIS C AUTHORITY HAVING JURISDICTION. SURGE ARRESTOR AS REQUIRED BY THE LOCAL - 32- FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING +ZGTB-G 3 A12-120 VOLT T WITH REQUIREMENTS` ESTABLISHED BY THE LOCAL AUTHORITY HAVING JURISDICTION A SINGLE (1), THREE (3) LAMP BALLAST AND THREE (3) T6/3500K/32 WATT LAMPS. THE SURGE ARRESTOR SHALL BE LISTED AND LABELED BY A NATIONALLY PENDANT/CEILING MOUNTED, H.I.D. HIGH BAY METAL HALIDE LIGHT FIXTURE WITH .. _ . ,. . f , OO 1 00 I) ALUMINUM REFLECTOR THIS FIXTURE SHALL BE EQUAL TO DAY-BRITE'EHO- REC(DGNIZED TESTING AND INSPECTING AGENCY. 400M-12-WSF-Ai6 WITH ONE (1) 400 WATT METAL HALIDE LAMP. 8. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE ;FOR COORDINATION WITH THE RECE55/CEILING MOUNTED, FRAMING PROJECTOR INCANDESCENT LiGHT FiXTURE I WITH INSULATED CEILING RATING. THIS FIXTURE SHALL BE EQUAL TO OTHER TRADES ON THIS PROJECT. PRIOR TO COMMENCEMENT OF THEIR WORK, PRESCOLITE 0LVH41C/LV30, WITH 50 WATT DIICHROIC LAMP. (a THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING SURFACE/ WALL MOUNTED, EXTERIOR H.I.D. DOWN LIGHT SECURITY FiXTURE. THE CT ICAL CONTRACTOR : SHALL VERIFY .THE. EXACT; LOCATION, MOUNTING THE ELECT R,GOND FIXTURE SHALL BE HEAVY GAUGE ALUMINUM WITH DIE-CAST ALUMINUM TOP AND CONDUCTOR. TO THE BUILDING STEEL AS SHOWN. REFER TO THE ELECTRICAL R. POLYCARBONATE LENS. THiS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING HEIGHT AND CONNECTION REQUIREMENTS FOR,ALL EQUIPMENT PROVIDED BY 1)100 WATT/ED-Il METAL HALIDE LAMP. �tWA-100M-120 VOLT -SF -LPI WITH ONE ( /E SERVICE GROUNDING DIAGRAM' FOR ADDITIONAL INFORMATION. MOUNT THIS FIXTURE ON THE WALL AS NOTED. THE FIN15H OF TH15 FIXTURE ANOTHER D . ON iYISi RE QUIRING ELECTRICAL" POWER OR CONNECTION TO ONE OR ' SHALL BE AS DIRECTED BY THE OWNER VERIFY FINISH TYPE PRIOR TO $tau ORDERING. FACILITY VERIFY' THE: E' ACT '.''': MORE OF THE INSTALLED SYST(=MS AT THIS L X RECESS/CEILING MOUNTED, ROUND COMPACT FLUORESCENT LIGHT FIXTURE 5HA PROVIDE CONNECTION OF THE GROUNDING 9 THE ELECTRICAL CONTRACTOR ALL O WITH FRESNEL LENS. THIS FIXTURE SHALL BE EQUAL TO CAPRI "CFR62H18-VI- ..... ,. : . CONNECTION TYPE FOR, ACH ITEM OF EQUIPMENT WITH THE;, > :1, F52/RI-R14P WITH TWO (2) CFQ18 WATT LAMPS. UTO t0 THE METAL COLD WATER PIPE AS SHOWN REFER TO THE CONDUCTOR R 1. SURFACE/WALL MOUNTED, EXTERIOR H.I.D. FLOOD LIGHT FIXTURE WITH GLARE CONTRACTOR AND PROVIDE ALL REQUIRED JUNCTION BOXES;;FLEXIBLIo GUARD, BALLAST PRIMARY FUSING AND RIGHT ANGLE BRACKET FOR WALL 1 TI INFORMATION. M FOR A ► ONAL ELECTRICAL SERVICE GROUNDING DIAGRAM' R DD MOUNTING. THiS FIXTURE SHALL BE EQUAL TO DAY -BRIT! TFLI-400-M-120-ISE- CONNECTIONS, t?ISGONNECT' SWITCHES, RELAYS; CONTACTORS,;;GONDUiT3 ,AND'; `: ,. . WRABH-GGI WITH ONE (1) 400 WATT/ED-2a METAL HALIDE LAMP. MOUNT THIS 13 FIXTURE AT HEIGHT AS DIRECTED BY THE: OWNER :. ITEM OF EQUIPMENT TO.PROPI=RLYiOPERAT _,'' , CONDUCTOR NECES$ARY'FOR EACH TE _ � ,.. SURFACE/WALL MOUNTED, FLUORESCENT LIGHT FIXTURE WiTH WRAP-AROUND CONTRACTOR SHALL PROVIDE INSTALL, CONNECT AND TE ST THE 10 _THE ELECTRICAL � , LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT _... A ATI IS. COMPLETE. WHERE:A QUESTiON,ExIST3 REGARDIi x,„ >;, WHEN THE INET LL ON THiS FiXTURE. THE FIXTURE SHALL HAVE TWO (2) T8/350OK/32 WATT LAMPS. : NEW GROUNDING SYSTEM AS SHOIUN REFER t0 THE SCHEMATIC DIAGRAM OF E MOUNT ON THE WALL AT HEIGHT AS.DIRECTED BY THE OWNER Y CONNECTION OF A PARTICULAR ITEh'f OF EQuiPME,. ,HE .; TNE RESPONSIBILIT. FOR SURFACE/CEILING MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP-AROUND i G OUNDING SYSTEM. FOR ADDITIONAL INFORMATION. ROUTE NE LENS, METAL END GAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT T.: ,, . CONTRACTORS; VED>SHALL REFER TO THE GENERAL ,CONTRAG OR,FO,R.... THIS FIXTURE. THE FIXTURE SHALL HAVE 7WO (2) T8/3500K/32 WATT LAMPS. . COPiPER GROUND CONDUCTOR IN A THREE-QUARTER INCH (3/4') CONDUIT FROM t SURFACE/CEILING OR WALL.MOUNTED, EXIT LIGHT WITH SELF -CON AI NE ,-D .., C A01i , TI THE FiNAL CONNECTION TO ANY ITEM OF,MECHANIC'44";EC>IUIPMENT• L,. BATTERY RY BACKUP WHITE HOUSING AND GREEN LETTERS. THIS FIXTURE SHALL THE GROUNDING BUS OF.THE PANEL TO THE GROUNDING TRIAD AS SHOWN. a SHALL BE,MADE U11TH FLEXIBLE METALLIC CONDUIT (FOR: EQUIPMENT. LOCATED CY LIGHT WITH SELF-CONTAINED BATTERY HEAD, EMERGENCY T WALL MOUNTED, DUAL E D, . BACKUP, THIS FIXTURE SHALL BE EQUAL TO BEGHELLi "ESM- -18-2' 6 �R WITH _ TA i IT ` WITHIN TH UI iNG)'OR WITH WEATHER PROOF FLEXIBLE ME ., LL G GONDU,>,,, . ,, W EB.LD_ . O H W SE 5 TER TH LD . ,ORA . I, TH OUTSi OF E BU NG (FO QUi NT OCAT DON E DE R PME E E_. LAMPS INCLUDED. ' IG FROM THE NEW PANEL A CONN CT TH QUI D SERV E FR Il PR O VIDE INSTALL ND E ERE RE I .L .. :. , - OOF. .NOTED) AND 1.ALL:f=IttINGS SHALL BE UJEATHER,PR :. SELF-CONTAINED BATTERY B, ACKUP WHITE HOUSING, DUAL HEADS 4V GREEN 1 1 a 'STI' TO THE NEW PANEL ST2 AS NOTED. ROUTE THREE (3) 4 THWN, GU. AND 1 ONE (I) +'8 fiNIi1N, GU., GROUND IN A ONE AND ONE-QUARTER INCH (1-1/4) CONDUIT LETTERS. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING *LHQM-t93G-120 .. V THE FINAL CONNECTION OF ALL; . 9..THE, LECTRiGAL�CONTRACTOR:SHALL PRO. iDE > E H VOLT WITH LAMPS FURNISHED, MOUNT ON WALL ABOVE THE DOOR AS NOT TO THE NEW PANEL ED i . <. ION C CONN T ..... UI POWER OR E t CH Q RE .. WH RE : , QU EN .. , IT MS OF PM VI E E O D D WN R E. PRO _�_- v M 1,440- e, ,"".jF _ 3 .: r . , t,, r r ,. , �E., _ , ..T AN INSTALLED 5Y5TEM.'vERIFY THE EXACT LOCATION OF'THE,EQUI". ENT' AND. O, 1 1 O HEAD AIRCRAFT DOOR - UNIT C-18 YER 333tY � =--- 1440 . 'PROYIDE CONDUITS, DISCONNECT SWITCHES, CABLES, JUNCTION BOXES; BACK I ..: LIGHTING AND POWER - UNIT 'C-19' L i S CA $ OR OTHER ELECTRICAL APPARATUS BOXES, FLEXIBLE CONNECTIONS, CORDS, P . , . r, ,r 1200 f , : FORA COMPLETE AND OPERABLE SYSTEM WHEN THE INSTALLATION iS,GOMPLETE: 20 LIGHTING AND POWER - UNIT 'C-20' 'C-20' OBTAIN. FRS THE OWNER ALL EQUIPMENT :CUT SHEETS AND,AiRRIVAL, .SCHEDULES- }:. ;= _ 1200 AND TWE' PARTICULAR',ELECTRICAL REQUIREMENTS OF EACH ITEM OF.:g,iQ_ IPM( NT. ° �` 21 . TO. BE INSTALLED, PRiOR TO INSTALLATION OF THE ELECTRICAL SYSTEMS S�1191,�P.11"lON'THESE 1,440 i=;' DRAIUINGS: 22 OVERHEAD AIRCRAFT DOOR - UNIT 10.PRIOR TO INSTALLATION, REFER TO THE ARCHITECTURAL DRAWINGS FOR TNE: 1,440 , EXACT LOCATION($) OF ALL ITEMS OF ELECTRICAL EQUIPMENT WWIpH,,ARE t0 BE 23 OVERHEAD AIRCRAFT DOOR - UNIT 'C-19' LOCATED INA SUSPENDED CEILING OR ARL= TO BE CONNECTED THROUGH A` °;. �''�''':�3''`��'. 1,440 CEILING. WHERE A SPACE CONFLICT OCCURS BETWEEN TRADES: REGARDING ;TH1= 24 OVERHEAD AIRCRAFT DOOR - UNIT C-20 LOCATION FOR CEILING MOUNTED ITEMS OF; EQUIPMENT, THE ELECTRICAL:, , t I _ el 11f', � 1,440 Yr CONTRACTOR SHALL PREPARE A SCALED . DRAWING OF THE AREA JN CONCERN `AND , EXTERIOR BUILDING LIGHTS . PROVIDE THE, DRAWING TO T14E PROJECT ARCHITECT FOR REVIEW AND FINAL r/. _ fir, 100 -F --_.�� 777777777_�- `,. 11�___ JUDGEMENT..1 II 1. 26 II. THESE DRAWINGS ARE DIAGRAMMATiC AND DO N 1. OT INTEND TO REFLECT THE EXACT OR ACTUAL FIELD CONDITIONS. THE ELECTRICAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE TO BE KNOWLEDGEABLE ABOUT ALL OF THE EXISTING CONDITIONS. THERE WiLL BE NO ADDITIONAL GHARGES:ALLOWED AFTER AWARD OF THE CONTRACT DUE TO AN EXISTING CONDITION WHICH COULD TSF OBSERVED'PRIOR.TO THE BID. 12. THE'ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A NEW ,PHENOLIG . LABEL; FOR EACH MAJOR ITEM. OF E=LECTRICAL EQUIPMENT. THE LABEL SHALL. BE . RED WITH. WHITE ENGRAVED LETTERING._ THE LABEL SHALL BEA MINIMUM OF'TWO INCHES (2') HIGH BY -FOUR INCHES (4'), WIDE. PERMANENTLY MOUNT THE LABEL TO` TWE FACING GONER OF THE ELECTRICAL EQUIPMENT. ITEMS TO BE LABELED SHALL INCLUDE (BUT ARE NOT LIMITED TQ) PANELS, CONTROL CABINET$, DISCONNECT SWITCHES, TIME CLOCKS, CONTACTORS, RELAYS, INSTALLED SYSTEMS TERMINATION CABINETS, PENDANT MOUNTED,EQUIPMENT AND SINGLE POINT (DEDICATED) RECEPTACLES. THE'LABEL SHALL BE SiZED TO ALLOW FOR THE,PANEL AND CIRCUIT NUMBER TO BE, ENGRAVED..' WHERE A PANEL, TERMINAL -CABINET OR OTHER ITEM OF EQUIPMENT IS TO BE .LABELED, INCLUDE;' THE NAME ,OF THE PANEL, THE VOLTAGE AND PHASE AND THE ORIGIN FOR ITS'CIRCUITRY. 13.ALL CONDUCTORS,5HALL BE COPPER TYPE *THUN'. THE MINIMUM SIZE FOR.ALL . 120/240. VOLT POWER CONDUCTORS' SHALL 5E:12, AWG: ALL CONDUCTORS SHALL BE PROVIDED WITH A COLOR CODING AS REQUIRED HEREIN. 14,ALL LIGHTING FIXTURES SHALL BE NEW AND SPECIFICALLY PURCHI .11ASED FOR THIS PROJECT. ALL LIGHTING,FIXTURES SHALL BE THROUGHLY CLEANED, PM, OR TO A 11 REQUEST FOR FINAL INSPECTION OF THIS FACILITY. LEN5,SHALl BE WASHED AOR CLEANED, LOUVERS SHALL BE GLEANED OF DUST AND DE1.BRIS; LAMPS SHALL BE: OPERABLE AND SWITCHING SHALL OPERATE AS SHOWN ON fiHESE DRAWINGS: ALL LAMPS SHALL BE PURCHASED FROM THE: SAME= "LOT ORDER' FOR THIS PROJECT, WHERE A FIXTURE IS PROVIDED WITH ADJUSTABLE.OPTICS, THE ELECTRICAL CONTRACTOR SHALL AIM THE LIGHT FIXTURE A5 DIRECTED BY PROJECT MANAGER 15.THE ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL TEMPORARY PODER AND LIGHTING DURING THE CONSTRUCTION OF THIS PROJECT. PROVIDE A MINIMUM OF FIVE (5) DUPLEX RECEPTACLES (120 VOLT), THREE (3) 240 VOLT, 30AMP, POLARIZED RECEPTACLES AND TEMPORARY LIGHTING ADEQUATE TO ALLOW ALL TRADES TO , PROPERLY WORK AT THE SITE OR WITHIN THE BUILDING. LOCATE THESE DEVICES AS DIRECTED BY THE PROJECT GENERAL CONTRACTOR Pi20VIDE A TEMPORARY CONSTRUCTION SERVICE FOR THIS FACILITY OF';120/240 VOLT, SINGLE PHASE, 3 WIRE. THE ELECTRICAL CONTRACTOR MAY REUSE EXISTING TRANSFORMERS AND . PANELS TO:PROVIDE THIS TEMPORARY SERVICE. THE MONTHLY COST ASSOCIATED WITH THE TEMPORARY ELECTRICAL SERVICE FOR THIS PROJECT SHALL BE'� INCLUDED IN THE CONTRAGTOR'5 BASE BID. 1 e PROVIDE GROUND BUS AT SERVICE EQUIPMENT. LIGHTING FIXTURE SCHEDULE FIXTURE FIXTURE DESCRIPTION, MANUFACTURER AND ACCESSORIES TYPE BRANCH CIRCUIT LOAD TYPE A PENDANT/CHAIN MOUNTED, FOUR FOOT (4'-0') STRIP FLUORESCENT LIGHT ES FIXTURE, WITH ,AN ELECTRONIC BALLAST, SUSPEND THE FIXTURE FROM THE .CIRCUIT I F BUILDING ROOF STRUCTURE, WITH STEEL CHAIN AS REQUIRED OR A MOUNTING BREAKER HEIGHT OF TWELVE FEET (12'-09 ABOVE THE FINISHED FLOOR VERIFY THE EXACT S MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. ROUTE A NUMBER FLEXIBLE CONDUIT FROM THE JUNCTION BOX AT THE ROOF DOWN TO THE AMPS/POLES FIXTURE. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING OC232 120 WITH 0 g TWO (2) TS/3500K/32 WATT LAMPS. B SURFAC /W L MOUNTED EXTERIOR INCANDESCENT TAXIWAY FLOOD LIGHT E AL AMPS/POLES FIXTURE, WITH SELF-CONTAINED MOTION SENSOR AND DUAL (2) ADJUSTABLE 0 g FIXTURE HEADS. THE FIXTURE AND SHIELD SHALL BE ALUMINUM AND SHALL BE 1 MOUNTED FLUSH ON EXTERIOR WALL A$ HIGH AS POSSIBLE ABOVE GRADE. THiS 2®A-1 P FIXTURE SHALL BE EQUAL TO FRIENDLY LIGHTING "5TL20OH5 WITH TWO (2)150 f��..F_�. , WATT, PAR 38 FLOOD LAMPS. THE FIXTURE SHALL BE AIMED AT NIGHT BY THE 2 ELECTRICAL CONTRACTOR, AS DIRECTED BY OWNER, TO ILLUMINATE THE 20 A-1 P TAXIWAY. PROVIDE EACH FIXTURE WITH A RAB OSTL200 MOTION SENSOR WHICH r t >� WILL CONTROL BATH OF THE LAMPS IN THE FIXTURE. ADJUST THE MOTION 3 SENSOR AND THE INTEGRAL TIMER AS DIRECTED BY THE OWNER THE FINISH OF 25A -2P 50TH THE FIXTURE AND THE MOTION SEN50R SHALL BE AS DIRECTED BY THE 1,440 OWNER VERIFY FINISH TYPE PRIOR TO ORDERING, C 5URFACEnUALL MOUNTED, INCANDESCENT DECORATIVE BATHROOM LIGHT 25A -2P FIXTURE, WITH LAMPS AS REQUIRED. THE CONTRACTOR SHALL ALLOW FIFTY _ -- -, -=,; 1,440 DOLLARS ($50.00) FOR EACH FIXTURE TO BE SELECTED BY THE OWNER THIS 5 FIXTURE SHALL HAVE A MAXIMUM OF ONE HUNDRED WATTS AND SHALL BE *fft, MOUNTED ABOVE THE MIRROR OR AT SEVEN FEET (1-0) ABOVE THE FINISHED r . , s � . FLOOR D SURFACE/CEILINMOUNTED, INCANDESCENT DRUM LIGHT FIXTURE,WITH WHITE 25A -2P *test BASE AND FROSTED GLASS SPADE. THIS FIXTURE SHALL BE EQUAL TO THOMAS - - - [r r .. LIGHTING "SL -525-6 WITH TWO (2) 60 WATT/130 VOLT LAMPS. E REGESS/C ILING , 2 'x 4' FLUORESCENT LiGHT FIXTURE WITH ACRYLIC E MOUNTED 2OA-1P PRISMATIC LENSE, ELECTRONIC BALLAST AND BALLAST PRIMARY FUSING. THIS /,, , , >, 1200 - 32- FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING +ZGTB-G 3 A12-120 VOLT T WITH 8 A SINGLE (1), THREE (3) LAMP BALLAST AND THREE (3) T6/3500K/32 WATT LAMPS. F PENDANT/CEILING MOUNTED, H.I.D. HIGH BAY METAL HALIDE LIGHT FIXTURE WITH .. _ . ,. . f , OO 1 00 I) ALUMINUM REFLECTOR THIS FIXTURE SHALL BE EQUAL TO DAY-BRITE'EHO- ;. t. 400M-12-WSF-Ai6 WITH ONE (1) 400 WATT METAL HALIDE LAMP. G RECE55/CEILING MOUNTED, FRAMING PROJECTOR INCANDESCENT LiGHT FiXTURE I WITH INSULATED CEILING RATING. THIS FIXTURE SHALL BE EQUAL TO 10 PRESCOLITE 0LVH41C/LV30, WITH 50 WATT DIICHROIC LAMP. H SURFACE/ WALL MOUNTED, EXTERIOR H.I.D. DOWN LIGHT SECURITY FiXTURE. THE 11 FIXTURE SHALL BE HEAVY GAUGE ALUMINUM WITH DIE-CAST ALUMINUM TOP AND 9 POLYCARBONATE LENS. THiS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING --_-_� 1440 1)100 WATT/ED-Il METAL HALIDE LAMP. �tWA-100M-120 VOLT -SF -LPI WITH ONE ( /E �} MOUNT THIS FIXTURE ON THE WALL AS NOTED. THE FIN15H OF TH15 FIXTURE SHALL BE AS DIRECTED BY THE OWNER VERIFY FINISH TYPE PRIOR TO $tau ORDERING. J RECESS/CEILING MOUNTED, ROUND COMPACT FLUORESCENT LIGHT FIXTURE 11 WITH FRESNEL LENS. THIS FIXTURE SHALL BE EQUAL TO CAPRI "CFR62H18-VI- 04M F52/RI-R14P WITH TWO (2) CFQ18 WATT LAMPS. K SURFACE/WALL MOUNTED, EXTERIOR H.I.D. FLOOD LIGHT FIXTURE WITH GLARE 12 GUARD, BALLAST PRIMARY FUSING AND RIGHT ANGLE BRACKET FOR WALL t„f, MOUNTING. THiS FIXTURE SHALL BE EQUAL TO DAY -BRIT! TFLI-400-M-120-ISE- 1,440 WRABH-GGI WITH ONE (1) 400 WATT/ED-2a METAL HALIDE LAMP. MOUNT THIS 13 FIXTURE AT HEIGHT AS DIRECTED BY THE: OWNER L SURFACE/WALL MOUNTED, FLUORESCENT LIGHT FIXTURE WiTH WRAP-AROUND . LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT 14 THiS FiXTURE. THE FIXTURE SHALL HAVE TWO (2) T8/350OK/32 WATT LAMPS. 20A -IP MOUNT ON THE WALL AT HEIGHT AS.DIRECTED BY THE OWNER M SURFACE/CEILING MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP-AROUND LENS, METAL END GAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT 25A -2P THIS FIXTURE. THE FIXTURE SHALL HAVE 7WO (2) T8/3500K/32 WATT LAMPS. XA t SURFACE/CEILING OR WALL.MOUNTED, EXIT LIGHT WITH SELF -CON AI NE ,-D 16 BATTERY RY BACKUP WHITE HOUSING AND GREEN LETTERS. THIS FIXTURE SHALL 25A -2P BE EQUAL TOBEGHELLI OVA4-G-5A WITH LAMPS INCLUDED. XB CY LIGHT WITH SELF-CONTAINED BATTERY HEAD, EMERGENCY T WALL MOUNTED, DUAL E D, 15 BACKUP, THIS FIXTURE SHALL BE EQUAL TO BEGHELLi "ESM- -18-2' 6 �R WITH 20A -IP LAMPS INCLUDED. ' XC MOUNTED, COMBINATION EXIT AND EMERGENCY LIGHT WITH AC NJALL M SURF E , 16 SELF-CONTAINED BATTERY B, ACKUP WHITE HOUSING, DUAL HEADS 4V GREEN 2OA-IP LETTERS. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING *LHQM-t93G-120 :� H VOLT WITH LAMPS FURNISHED, MOUNT ON WALL ABOVE THE DOOR NOTE: NOT ALL OF THE LIGHT FIXTURES LISTED IN THIS SCHEDULE WILL BE USED FOR THI5 HANGAR MAIN SERVICE DISCONNECTING MEANS OR SWITCHGEAR AS SHOWN ON POWER RISER DIAGRAM. NO- t THE ELECTRICAL .CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SERIES OF GROUNDING ELECTRODES AS NOTED ON THIS SHEET. THE NEW CONNECT "1/0 COPPER TO THE *2 COPPER GROUNDING' ELECTRODES SHALL BE REQUIRED AT I I AND FOUNDATION STEEL THIS POINT OF ORIGWATION AT THE MAIN SERVICE LD ENTRANCE: CONDUCTORS FOR THiS FACILITY; THE ELECTRICAL CONTRACTOR SHALL TEST THE NEW GROUNDING SYSTEM USING THE LL EST THE POTENTIAL' - I _\ / - - - - METHOD AND SHALL ACCURATELY RECORD THE RESULTS OF THEIR TESTS, THE MAXIMUM RESISTANCE To GOLD WATER SERVICE TO GROUND FOR THIS SYSTEM SHALL BE FIVE (5) k / 11111 ENTRANCE METAL PIPE, OHMS AND THE CONTRACTOR SHALL ADD GROUNDSIZE PER N.E.C. ARTICLE 250 RODS AS REQUIRED TO ACHIEVE THIS REQUIREMENT. ' 6 THIE SERVICE GROUNDING CONDUCTORS SHALL BE e, ,EXOTHERMICALLY WELDED TO THE GROUNDING TO ISOLATED GROUND 5U5 .EL� ECTRODES AND SHALL BE CONNECTED TO THE �� V,METAL COLD WATER SERVICE USING A SPLIT -BOLT OF ANY ISOLATED GROUND TYPE CONNECTORS. CONNECT TO THE BUILDING -10 � �e U PANELS (TYPICAL) STEEL WITH AN EXOTHER IC WELD. U GROUND `P ? i - % COPPER TO TELEPHONE DELTA 1-1r - - - - - , TERMINAL BOARD. VERIFY EXACT LOCATION IN FIELD. "2 COP / ` -"'- - - - _/ PROVIDE EXOTHERMIC WELDS 10'-0' (APPROX.) AT ALL RODS AS REQUIRED. 'DRIVE GROUND RODS INTO . 3/4'X20' COPPER CLAD EARTH VERTICALLY $O GROUND ROD (TYPICAL.) THAT TOP OF RODS ARE . I I 1'-0' BELOW GRADE I SCHEMATIC DIAGRAM OF GROUNDING SYSTEM 110 SCALE PANEL DESIGNATION - '5TI' 5EC PROJECT No. WPC -0301 MAIN 51ZING - 100 AMF MAIN CIRCUIT. f5fietA,1 R MUUN I INGs - SUFct'A(:k C44 WAI- (NEW BRANCH CIRCUIT PANEL - TYPICAL FOR FUTURE PANEL '5T39 (SMALL 'T' HANGAR BUILDING) PANEL VOLTAGE - 120/240 VOLT, i PHASE, 3 WIRE AND GROUND BUS SIZING - 225 AMP BUSSING LOCATION - EXTERIOR WALL OF BUILDING CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES ES PANEL .CIRCUIT BRANCH CIRCUIT LOAD BREAKER IN VOLT-AMPERES S PANEL NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 0 g NOTES NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 q 0 g NOTES 1 LIGHTING AND POWER -UNIT C-13 2®A-1 P 1 0057, a f��..F_�. , N UMBER 2 LIGHTING O - UNIT C 14 L IG NG AND POWER 20 A-1 P 1 0 0 a r t >� 1 1 LIGHTING AND POWER -UNIT G-21 3 OVERHEAD AIRCRAFT DOOR - UNIT C-13 25A -2P fr.r' i,. 1,440 - - LIGHTING AND POWER UNIT C 22 4 OVERHEAD AIRCRAFT DOOR - UNIT 'C-14' 25A -2P rY I _ -- -, -=,; 1,440 3 5 5 _ OVERHEAD AIRCRAFT DOOR -UNIT G 13 *fft, f ��F 1440 r . , s � . 6 T O IT C-14 OVERHEAD AIRCRAFT D OR - UN 25A -2P *test 11 1440 -{ - - - [r r .. 1,440 ,_ 1. ,. 1 - LIGHTING AND POWER - UNIT 'C-15' 2OA-1P "I�� z`= /� ,,/ I,,,.� � L r /,, , , >, 1200 > f #� . r3.} {z ,, ,, f_ 8 O - T'C-16" LIGHTING AND POWER UNI 20A -IP . ,>iL_l.f t � ,; ,, _�o_�_ .. _ . ,. . f , OO 1 00 I) ;. t. OVERHEAD AIRCRAFT DOOR UNiT C-15 25A -2P 1,440 I i OVERHEAD AIRCRAFT DOOR -UNIT C-23 10 OVERHEAD AIRCRAFT DOOR - UNIT G-16 25A -2P 1,440 11 1 1 I C 2 4 O EAD RA D OR -UNT VER RC 9 - --_-_� 1440 --�- r >rp,s=>1 > l' : � . >s. . : , �} 11 , , - - OVERHEAD AIRCRAFT DOOR UNIT G 23 $tau >�>;`�:r",,� �,'t s .. '_. , ' , � .� ' �. > � , . .. _ Nom__ er.4 _-!!� 11 1 1 OVERHEAD AIRCRAFT DOOR - UNIT C-15 04M i ,- , "22 - ----- 1,440 1440 - , 12 OVERHEAD AIRCRAFT DOOR - UNIT C-16 t„f, 1 1 OVERHEAD AUTOMOBILE DOOR -. UNIT C-23 1,440 150 13 LIGHTING AND POWER - UNIT 'C-11' 2OA-IP f -,,. 1200 {I l ;_4 14 LIGHTING AND POWER - UNIT 'C -la' 20A -IP 1,200 O AIRCRAFT UNIT 'C-11' 25A -2P : ` ', j1 1,440 4-4 16 OVERHEAD AIRCRAFT DOOR - UNIT 'C-18' 25A -2P t 1,440 15 15 OVERHEAD DOOR - 20A -IP , " i****** U) 16 SPACE 2OA-IP > :� t****** 11 1 1 OVERHEAD AIRCRAFT DOOR -UNIT C-11 *iiia _�_- v M 1,440- e, ,"".jF _ 3 .: r . , t,, r r 16 1 1 O HEAD AIRCRAFT DOOR - UNIT C-18 YER 333tY � =--- 1440 >,r 3,, ; tf' , F . ,II I 19 LIGHTING AND POWER - UNIT 'C-19' L 20A -1P ; ;, .: `rj`.:3'i'' l , r, ,r 1200 f SPACE 20 LIGHTING AND POWER - UNIT 'C-20' 'C-20' 20A -IP }:. ;= _ 1200 SPACE 21 OVERHEAD AIRCRAFT DOOR - UNIT 'C-19' 25A -2P 1,440 i=;' ;..4 22 OVERHEAD AIRCRAFT DOOR - UNIT 25A -2P 1,440 , 23 OVERHEAD AIRCRAFT DOOR - UNIT 'C-19' ***** °;. �''�''':�3''`��'. 1,440 Li ` 24 OVERHEAD AIRCRAFT DOOR - UNIT C-20 ***** t I _ el 11f', � 1,440 Yr :.yfX611t}i'' ' 25 EXTERIOR BUILDING LIGHTS 2OA-IP r/. _ fir, 100 -F --_.�� 777777777_�- `,. 11�___ 26 EXTERIOR TAXIWAY LIGHTING 2OA-1P ___� Y 1200 77- ,> - - SPACE 21 PANEL 'ST2' 10A -2P ;'> ; r:= .° 8,460 SRA E 28 EXTERIOR TAXIWAY LIGHTING 2OA-IP f I r Wo 23 29 t PANEL ST2 itft, 9 10 a 'S fr�'rr+r '; .: 3 30 - / - 1,j OVERHEAD AUTOMOBILE DOOR UNIT C 14 20A -IP 150 ; ; ,'��, �,�, �`_ t:i 31 SPARE BREAKER 2OA-1P f ,->- el,, ,,, ' ------ - I r******* J t`=` ';' i*a**,**- 32 --- SPACE 2OA-1P 20A , r ; •:t**tt _ _- _ ***Na* s 33 SPARE BREAKER 20A -1P t****:,y ; SPARE BREAKER 34 SPACE -IP 28 SPACE 35 SPARE BREAKER 2 A P r� ,r > t '� 29 36 AC SPACE P __ ~tt***** � 31 SPARE BREAKER 2OA-IP *$*to$# "; _,' _ 38 SPACE 20A -IP a*,a*** t r 39 ARE BREAKER 2OA-IP '_' _' r ',' .'' +' `.; tliif ii 40 SPACE 20A -IP p''s'1 *Ib J*DI 4,830 4,080 A 20A -IP 12221`/ * * **** r e' �f :: 4,080 4 SPACE E a0A-1 P r r *i* it TOTAL CONNECTED kVA = 11.1 kVA 41 SPARE BREAKER PHASE 'B' TOTAL LOADS - 8,160 VA , ,. TOTAL DEMANDED AMP5 = 60.0 AMPS NOTES APPLICABLE TO THIS PANEL - NOT ALL NOTES MAY BE USED FOR THIS PROJECT. 11,410 16,620 1. THE BASIS OF DESIGN FOR THIS PANEL IS SQUARE D, 'QO' STYLE LOAD CENTER PANELS WITH PLUG -ON CIRCUIT BREAKERS AND SINGLE (U COMMON TRIP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 10,110 9,360 . PHASE "A' TOTAL LOADS = 21580 VA TOTAL CONNECTED kVA w 53.6 kVA . PHASE 'B' TOTAL LOADS = 25,980 VA TOTAL DEMANDED kVA = 44.1 kVA THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. T TT . MOUNT THE LABEL ON THE FRONT OF THE PANEL COYER WITH SCREWS. TOTAL DEMANDED AMPS = 161 AMPS - USED F THIS PROJECT. NOTES APPLICABLE TO THIS PANEL NOT ALL NOTES MAY BE ED OR PR E 1. THE BASIS OF DESIGN FOR THIS PANEL 15 SQUARE D, '00' STYLE LOAD CENTER PANELS WITH PLUG -ON CIRCUIT BREAKERS AND SINGLE (U COMMON TRIP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 2. PROVIDE THIS PANEL WITH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION OR ROOM NUMBER 3. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL 'STI' - 120/240 VOLT,'( PHASE - FEED FROM TRANSFORMER No. 3) MINIMUM SI SHA 3' HIGH 6' WIDE. CO WITH SCREWS. MI SIZE LL BE , 4. THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL SER 5. THE BRANCH CIRCUIT BREAKERS IN THi5 PANEL SHALL BE FULLY RATED AT 22000 A.I.C. SYM RMS. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22000 A.I.C. EQUIPMENT. H LOCK SET SHALL E FLU5H IN THE COVER OF THE PANEL ALL PANEL COVER LOCK SETS FOR THIS PROJECT SHALL BE KEYED ALIKE O 0 m a 2 0 IT a Y T 3 :0 a W 0 c 0 a c 0 0 c r_ M s I m x 0 3 0 a c 0 E 3 a 0 v t c 2 0 a 0 E 0 6. PROVIDE THE A KEYED LOCK IN THE COYER OF THIS PANEL. THE OC B cc 1. THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. a 8. THIS NOTE NOT USED ON THIS PANEL. L a c 0 MOUNTING - SURFACE ON WALL V PANEL DESIGNATION - '6T2' SEC PROJECT No. WPC -0301 MAIN SIZING - 150 AMP MAIN LUGS ONLY . IAV U (NEW BRANCH CIRCUIT PANEL - TYPICAL FOR FUTURE PANEL '5T4') {, r. S , \ (SMALL 'T' HANGAR BUILDING) PANEL VOLTAGE - 120/240 VOLT,1 PHASE, 3 WIRE AND GROUND BUS SIZING - 150 AMP BUSSING LOCATION - EXTERIOR WALL OF BUILDING CIRCUIT CI R BRANCH CIRCUIT LOAD TYPE RA BREAKER LOAD IN VOLT-AMPERES + PANEL CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES AR0007981 PANEL 0 A 0 B NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 q 0 g NOTE S N UMBER AND/OR EQUIPMENT DESCRIPTION D R E PME AMPS/POLES NOTES 1 P. SCES 1 1 LIGHTING AND POWER -UNIT G-21 20A -IP 1,200 . F : > �:�4/1111 t s (1) 2 - - LIGHTING AND POWER UNIT C 22 20A -IP E-�2 100 a �'3' >=�S t t ,f ": 1 3 5 ij �co� in q � a 1n V i0 0 '1 ' OVERHEAD AIRCRAFT. DOOR UNIT C -21 1 1 D AIRCRAFT DOOR - UNIT C-21 OVERHEAD RA 25A -2P t*t f * f . ,_ ,=3,- r f - t r F. }, 1,440- 1440 ..�;r',>s`;rr>�`>`;.: ,` r� 4 6 OVERHEAD AIRCRAFT DOOR - UN ITC 22 / 1 OVERHEAD AIRCRAFT DOOR - UNIT C-22 25A -2P *test u00l0,goZo z ---�� r.� _ f _ ,� __ 1440. 1,440 ,_ 1. ,. q " 1 1 Z 0 1 1 LIGHTING AND POWER -UNIT C-23 L 20A -IP > f #� . r3.} {z ,, ,, f_ ,.. ,.��. 1200 8 / LIGHTING AND POWER -UNIT C-24 20A -IP ;. t. -_-__� 100 a 9 i OVERHEAD AIRCRAFT DOOR -UNIT C-23 25A -2P 1,440 I'll�,�� e� .� .r,. ,.>: 0 10 1 1 I C 2 4 O EAD RA D OR -UNT VER RC - 25A 2 P --_-_� 1440 --�- r >rp,s=>1 > l' : � . >s. . : , 11 , , - - OVERHEAD AIRCRAFT DOOR UNIT G 23 $tau >�>;`�:r",,� �,'t s .. '_. , ' , � .� ' �. > � , . .. _ ,> ...;.,2, 3 L�=�_.- t 440... er.4 _-!!� 12 - OVERHEAD A AIRCRAFT DOOR -UNIT G 24 VER E D Sara* O - r i J` .,'` > ,,sir>�'>� I .I r . f j . �-its,„*� 1440 - , = 13 1 1 OVERHEAD AUTOMOBILE DOOR -. UNIT C-23 - 20A IP 150 �r>.�s,sr: ,>r,: i : 14 SPACE P _ 20A IP ;_4 T r .. cn O ,.r cd 4-4 0 �Y�,�,. 15 04 20A -IP i****** U) 16 SPACE 2OA-IP :� t****** SPACE t,, r r m 0 � b _ b 11 SPACE 20A -IP ai,i*** .j f :f`' z v CU 18 SPACE 2OA-IP O w_4 0 ,*t**ir r { $4 ;..4 0 P4 C26.4 ;, ,.,� > �� , m w Li ` 19 SPACE 20A -IP :.yfX611t}i'' ' _ uri*r* 20 SPACE 2OA-1P - 21 SPACE 20A -IP _--===aaat' `:='r.''r 22 SRA E 20A -IP =,i�,it 23 SPACE 20A-iP ,it 24 SPACE 2OA-IP yr t:i 25 SPACE 2OA-IP i*a**,**- ,�� :fr 26 SPACE 20A-iP �{ tr****t r , 21 SPARE BREAKER 20A -1P f- ,, ;r , , i„i,�:� 28 SPACE 20A -IP � �� f� ll F -} t*,****�� 29 SPARE BREAKER 20A -IP __ ~tt***** � 30 SPACE 20A -IP iiiaaw 4,830 4,080 4080 4,080 PHASE 'A' TOTAL LOADS = 8,910 VA TOTAL CONNECTED kVA = 11.1 kVA PHASE 'B' TOTAL LOADS - 8,160 VA TOTAL DEMANDED kVA = 14.4 kVA TOTAL DEMANDED AMP5 = 60.0 AMPS NOTES APPLICABLE TO THIS PANEL - NOT ALL NOTES MAY BE USED FOR THIS PROJECT. 1. THE BASIS OF DESIGN FOR THIS PANEL IS SQUARE D, 'QO' STYLE LOAD CENTER PANELS WITH PLUG -ON CIRCUIT BREAKERS AND SINGLE (U COMMON TRIP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 2. PROVIDE TH15 PANEL WITH A TYPED CiRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION OR ROOM NUMBER . 3. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL "5T2' - 120/240 VOLT, I PHASE - FEED FROM PANEL 'STI*) 4. THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. T TT . MOUNT THE LABEL ON THE FRONT OF THE PANEL COYER WITH SCREWS. MINIMUM 512E SHALL BE 3' HIGH, 6' WiDE. 5. THE BRANCH CIRCUIT BREAKERS IN THIS PANEL SHALL BE FULLY RATED AT 22,000 A.I.C. SYM RMS. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22000 A.I.C.,EQUIPMENT. 6. CO PANEL. THE PROVIDE THE A KEYED LOCK IN THE .SER OF THIS LOCK SET SHALL BE FLUSH iN THE COVER OF THE PANEL. ALL PANEL COVER LOCK SETS FOR THIS PROJECT SHALL BE KEYED ALIKE. 1. THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. US BAR IN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 0 0. 0 L A c a <A rn c 33 0 a .0 V) a t c 0 0 0 c a 0 CL a w 0. (s L . r e 0 to mA L a a c a v 0 L a x v 3 Y 0 Icw a 0. a 8. PROVIDE THIS PANEL WiTH AN ISOLATED GROUNDING B i- a " TYPICAL SMALL 77 HANGAR - POWER RISER ___ -_ - - I I NO c 0 a L V c a FA c 0 3 0 0 t W x t .c X N m Y 0 rK W Mi 11 IAV U {, r. S , \ - V. -. t AMY HOLLOWAY . O �� '�_ U 1 co tu HAROLD H. CONDO + '^' ERIC D. KURITZKY ARCHITECT SCALE ~ AR0007981 = PROJECT NO. ARCHITECTURE .I,.; CONSTRUCTION ADlORTI TION CONSULTANT 0 0 P.O. BOX 561227 ORLANDO, FLORIDA 32858 P. SCES 1. 437 898-8854 407 898-7992 FAX (1) SHEET c; A. E-�2 ,u ij �co� in q � a 1n V i0 0 0 T. Ps 0 IV°� q u00l0,goZo z q " 1 1 Z 0 m 0 �c 0 ppwl�0 "'' U I ds,0 it aa 0.p A Ir m o a= c� v`'i�i040'p,E t�1JIN Iv A DRAWN cn AMY HOLLOWAY U b co tu HAROLD H. CONDO + '^' 0 SCALE ~ AS NOTED = PROJECT NO. .I,.; •0 w cd 0 0 MORW NOTES .Q P. SCES Aim UGW RMUM SCHEME (1) SHEET E-�2 pf O 0 0 a) U r1.J •0 Iv A 0 ® cd ��..11 0 r F-+ C er.4 _-!!� 0 co O = U rd . ;_4 cn O cd 4-4 0 co (z 04 U) E O m 0 � b (1) b cd 4j s~ v CU g cd O w_4 0 0 cdi $4 ;..4 0 P4 C26.4 00 m w REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD H. CONDO DATE I� OG T0BER 14, 2OW SCALE AS NOTED PROJECT NO. WPC -0301 MORW NOTES P. SCES Aim UGW RMUM SCHEME SHEET E-�2 m U O � DATE =OMR 14,20M 0 0 , j co SHEET E-3 AR0007981 m ARCEMCTURE CONMUMON ADLL USMATION CONSULTANT Q � P.O. BOX 581227 Yl C ORLANDO, FLDRLDA 32858 O O 407 898-8854 407 898-7992 FAX 8 !> ci m am M�oovm o pp1 b �Q y� 10 0 Z 6om Ma ° ° z Is-$oGov m U O � DATE =OMR 14,20M 0 0 , j co SHEET E-3 m q� V Q � Yl C O O Q 8 !> Gni bA V 41. Q wy 4�1 > ® b _ � ^fiee W 4 d 0 b r1 ® O O r�ry V1 p�q v1 3 m O O. m c m L Q N c m a c O V e. J DRAWN AMY HOLLOWAY CHECKED HAROLD R CONDO DATE =OMR 14,20M SCALE AS NOTED PROJECT NO. WPC -0301 BECTMAL SYMBM LEMM SHEET E-3 MASTER ELECTRICAL SITE PLAN -POWER NOTES 0 PROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. I (T-1), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE CORPORATE HANGARS. As NOTED. THE EXACT TRANSFORMER 51ZE AND LOCATION SHALL BE DETERMINED BY FLORIDA POWER AND LIGHT, REFER TO THE RESPECTIVE 'CORPORATE HANGAKBUILP ING' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. (PROPOSE[) LOCATION FOR FAD MOUNTED TRANSFORMER No. 2 (T-2), WHICH WILL DPROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE CORPORATE HANGARS AS NOTED. THE EXACT TRANSFORMER SIZE AND LOCATION $HALL BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE !CORPORATE HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. OPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. a (T -a), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE LAA3E, BOX, SMALL BOX, LARGE 'T' AND SMALL 'T' HANGARS A5 NOTED, THE EXACT TRANSFORMER SIZE AND, LOCATION SHALL BE DETERMINED BY FLORIDA POWER ANP,LIGHT. REFER TO THE -RESPECTIVE 'HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS ANb:44 PANEL LOAD INFORMATION. OPROPOSED LOCATION FOR FUTURE PAC) MOUNTED TRANSFORMER No. 4 (T-4), WH!P4.WILL PROVIDE THE 120/240 VOLT, 5INGLE (1) FHA,5E, THREE (3) WIRE POWER FDR THE FUTURE. 'CORPORATE HANGARS. TH161RANSFORMEk SHALL BE USED FOR THE3454,3455,3464 AND 3465 BEARDALL AVENUEBUILPIW_16, OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. B, (T-5), WHICH CH WILL PROVIDE IDE THE 1201/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER T145 FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE U-5ED.FOR 3456; 3451, 3456, 345$, 3460, 3461, 3462 AND 3463 BEARDALL AVENUE BUILDINGS. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 6 (T-6), WINCH. WILL' PROVIDE THE i20l140 VOLT, SINGLE (1) PHASE, THREE (3) WIRE E POWE R THE FUTURE HANGARS. TH15 TRANSFORMER SHALL. " BE USED THE UNITS IN VEV%�:?E.'AND V:5UILDIW3S. O PLOCATION. FOR FUTURE PAD MOUNTED TRANSFOF'J1ER No.1 (T-1),ROPOSED WILL ED LL 44E THE T E 346& 3467, 3476, 3411, 3418 AND 3479 BEARDALL ATENUE BUILDIKGS. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. S (T-&), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE WIRE POWER FOR, THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER ,F"ER $HALL BE, USED FOR THE 346$, 34(o%`3410, 3411,3412,3413, 3414 AND 3415 BEARDALL AVENUE. BUILDINGS. OPROPOSED LOCATION FOR FUTURE PAC > MOUNTED TRANSFORMER No.S (T-9), *'ICH 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, 3462 AND'. 3453 BEARDALL AVENUE BUILD IW66. PROPOSED LOCATION FOR .,FUTURE :PAD ,MOUNTED TRANSFORMER No. 10 (T-10), U41CH_ WILL PROVIDE THE, 120040 VOLT, 6INGLE (1) PHASE, THREE (3) WIRE POWER rOR THE FUTURE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE UNITS IN THE *G', 'H' AND V BUILDINGS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL -AND, CONNECT A CAST ..,��UTLETO , OX AND WEATHER-FROOF.FLEX15LE CONNECTION TO THE mwfe6 SIGN. ;-COORPINATE THE EXACT LOCATION AND CONNECfION REQUIRENTS WITH THE 61M REPRESENTATIVE THREE-QUARTER INCH 13/4'7 CANDUIT R6 RE PRIOR. TO INSTALLATION.;'Fbaf� A WITH THREE (3) *10, THaN, CU. TO THE PANEL AS NOTEP. THESE CIRCUITS SHALL BE CONTROLLED BY A.PWOTOCELL. THE ELECTRICAL CONTRACTOR SHALL f;;R6V DE A � PHOTOCELL HoTocELL.,Edu L To,*tRMATic sr,42ic AT ELECTRICAL CONTRACTOR SHALL PROTIDE A TWO INCH (2).C40NDUIT,6TU55ED OUT OFlHE.TRANSFORMERr" FUTURE CONNECTION OF T4'5dlL'r,>IWs •AS NOTED., PRoVIbt,'A,HEtAL, StAKE�'fbiDENTIFY:THE LOCATION OF THIS CONDUIT AND CAP 'BOTI+ENDS. OF THE CONDUIT TO PREVENT WATER INI, eI ON 13 THE l 1DERGROUND PRIMARY ELECTRICAL CONDUIT Iv ,SHOIIN FOR REFERENCE j.�dNLY AND 16 NOT INTENDED TO REPRESENT THE ACTUAL CONDUIT ROUTING. THE ACTUAL PRIMARY UNDECONDUITSRGROUND V_ V INSTALLED ISHAL 'PE IGNEPAN 2TALLED 0'OR1 A Fo f� D, WE AND.LIGHT: D4 ORE ARE MODIFICATIONS TO THE TAXIWAY LIGwtWj TwAT41LL 13E I DURING THIS CONSTRUCTION, THIS ELECTRICAL rCONTRACTOR SHALL 47 BE RESPONSIBLE' FOR THE MODIFIED TAXIWAY LIGHT H WILL � BE 0 LIGHTING WHIC - 6UIRED THE ;AIRPORT AUTHORITY WILL PROVIDE. ALL DESIGN AND `bkk��ION NECESSARY TO ADD OR ELccAT TAEjAxiUA :LIGHTIWG As REQUIRED. HE ELECTRICAL CONTRACTOR SHALL. PROVIDE CONNECTION TO THE PACKAGED j �i,'IFT STATION' A$ 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, 5/N, NEMA 3R, FUSIBLE DiscowecT SWITCH AND WEATHER-PROOF FLEXIBLE CONNECTION TO THEILIFT STATIO.N,CONTRO LLEP, .:As REauiFtD. ROUTE A ONE AND ONE-QUARTER INCA (1-1/4') CONDUIT WITH THREE (3) #4 THUN, CU., AND ONE (1) wo, THUX CU., GROUND TO THE TRANSFORMER AS, NOTED, REFER TO THE 'POWER RISER DIAGRAM - SANITARY LIFT STATON,:F6R: ADDITIONAL INFORMATION. IGo THE ELECTRICAL CONTRACTOR SHALL PROVIDE A ONE,ANp ONE-QUARTER INCH 0.-d/4') CNDUITTROM PANEL, *L5AI' TO.A POINT EAST. OF THE LARGE BOX BUILDING ��A$ NOTED FOR FLPRE;.INSTALLAION OF PANEL 115AV.PHICH WILL 'SERVE THE GAS 'ISLAND WHEN IT 16 INSTALLED. CAP THE CONDUIT AND LABEL BOTH ENDS, Elm STREET ADDRESS (TYPICAL FOR THE CORPORATE HANGARS ONLY) .2 15 -0 �1: TRANSFORMER No. 4 (T-4) TRANSFORMER No. I (T-1) (NOT INSTALLED DURING (NOTMTALLED DURING N DURING PHASE IA) DURING PHASE IA) ==� -� -TO TRANSFORMER No. I (T-1) CI -33 -P-- ERIC O t 0 _ I ARCHITECT T 5FORMER No, I (T- 3 AR0007981 ARCEIffECTIM f c; 3-4-4-21 CONSTRUCTION ADIMOSTRATION _j CONSULTANT W, V' 54r, V4_ _6 -4 IL F. F34-111 F3 0 P.O. BOX 501227 K, I I ORLANDO, FWRIDA 32866 _f - 12 T i:ZLI :'4ji" LA PANEL $2 �m�d r (407) 898-8654 (AND AC2) 0 j 0 (407) 898-7992 FAX L -j F34 --f-31 'CORPORATE HANGAR F34431 i F-345211 (BUILD, ING TYPE 3, TYPICAL OF I THIS PHASE. THIS H AWFAR _7 IS FOR OVELL) 'CORPORATE' HANGAR (BUILDING TYPE 1, TYPI, OF 2 THIS PHASE) NOTE. REFER TO 'ENLARGED PLAN No. V FOR ADDITIONAL WORK IN THIS AREA (ONLY SMALL 'BOX' HAWGAR - (ONLYPN4 (1) IN PHASE CL x 5-4-5-11 rr_J �4 L I I _j L I F3 T- fr�, F-1 -41 PANEL IC36 0111 -;. I � r i IM I 1 2 PUT d r-.Tg ! I I Fr_t1_ "H 0:41 FUTURE) :::, I k/0 H-11 j- m t2 4 FA -m 03 CO ko E C> A_ F3 4-6 �1 V45_i�i eo war _ 4D ��FMR No. 2 (T-2) No. 5 (T-6) It fw� • 1100 110 o. zl> Q A 544!� AA5�ER No. 8 (T-� z INSTALLED DURIW 3! (NOT;INSTALLED lot RIW4 PHASE IA) 4L DURING PHASE Q) rA 2 0 PANEL mC1' M TI w F Cd (AND 'CV) a4 Pr4 E. rr. cn V 0 �_4�4 F34 iT ER No. 1B (T- I I E F3--4-6-21 545 1 FB4611 (N T1N6TALLEP,DU I D R1 PHA IA) V, m 2 -71 +1 PANEL ICEs- _p ('Co, FUTURE) P 1�_ --- J LLJ -4 �r.vi A- la- � �44 0 54[4�1] 7/ 10. 0. k % FUTURE FU >� GATE No. I (G-1) GATE No. 2 (G-2) &* r_ GATE No._3 'CORPORATE' HAW _j (BUILDING TYPE 2, TYPICAL OF I THIS PHASE) FUTURE Rmm Rmw !,KRUM FUTLVE FtE� RAUE 'Ed IRMJFE I I fwmv! BULDtm I WILDNIM 1B Buu*= i 0 C-2 E _57-7 1 0 C-3 J Fr---- -4- 1 r '01 C-5 Ck. < 4= --:z L r J L r L 0 rA-_fl I F - 4= 4= 0 L L F j IFA --4-1 F C---- 1-11 -3 7 F41ER-Nd. IoVf4,10) 12 _4 �_ FA L_4 (NOT INS IA) -� L- __ ( ! i € I ! ! p DURING P�MA"S; I F -1 IF I 1 FA -51 FA-- 6- 1 f -L j_ _j_ ANEL _j J_ I' Fr--- -31 L5AV F5_ 1-11 (AND 'LT TRANSFORMER No. (o (T-6) MIER Na 3 (T-3) PANEL (NOT IN TALLER [)URI�G FC 141 (AND -5 44�) DURING!PHASE IA) I -PANEL 116-D-21 ILT31 F 9L 3 g_13 G-16 16 F -I ci _j FA 711 L 7�1 + L J r j fc-:4-51 FA ci 1 9-10 - 16_j L_1 �j rA_-_1_1 I FA_ 1-2 1 1 41 J Fe-- -1i --- ----- --- gg FA -D-31 A L 71 ...... 0 r LARGE T HANGAR SMALL T HANGAR'V (TYPICAL OF TUX) (TYPICAL OF ONE (2) IN PHASE IA) (1), IN PHASE 0 V MASTER E,PLANrvW : -POWER SCALE V w,1-0, 34141 cd 10 IL, 0 CLS 0 Q) V 0 V CU 1 bi CLS 0 0 cd Q) u 02 .0 cd -hj 0 0 4-4 0 0 as 0 REVISIONS DRAWN AW HOLLOWAY CHECKED HAROLD H. CONDO DATE OCTOBr=R 13, 2003 SCALE AS NOTED PROJECT NO. wm-ow MASTER ELECTRICAL SrTE PLANOWER - P AND NOTES E SHEETtT E-1 MASTER ELECTRICAL SITE PLAN INSTALLED SYSTEMS NOTES OTHERE ARE TWO (2) EXISTING FOUR INCH (49 CONDUITS WHICH ARE ROUTED BACK TO THE SANFORD AIRPORT. IT WILL BE THE RESPONSIBILITY OF THE AIRPORT SYSTEMS CONTRACTOR TO EXTEND THESE CONDUITS TO THE NEW GRADE MOUNTED PULL BOX AS NOTED. THESE CONDUITS SHALL BE USED TO INSTALL THE CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEM AND FOR THE ACCESS CONTROL SYSTEM (ACS) CABLES. THE AIRPORT SYSTEMS CONTRACTOR SHALL BE RESPON5I5LE.FOR INSTALLING THE CABLES REQUIRED FOR THE CCTV SYSTEM CAMERAS AT THE NEW GATES AND FOR. THE ACS DEVICES. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED PULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (249 SQUARE BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE BOX .SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL F15ER OPTIC CABLES ENTERING AND LEAVING THE BOX, THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTY-PB-i' 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 TWO (2) NEW FOUR INCH (4') CONDUITS FROM ',CCTV -PB -I' TO THE MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE CLOSET OF THE 'PILOTS LOUNGE. REFER TO THE 'ENLARGED 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 (39 CONDUITS WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL),IN-THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX U 41CH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF , TWO INCHES (29 ABOVE THE FINISHED GRADE. THE FULL BOX SHALL BE EQUAL, TO PENSELL PLASTICS 'PEM' 5ERIE5 AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (24') SMARE`BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE: BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEiNG INSTALLED. THE PULL BOX SHALL BE PROVIDED WiTH AN ENGRAVED COVER WHICH WILL STATE "FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE. BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTY-P5-2' 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 ONE (1) NEW TWO, INCH (29 CONDUIT FROM ,'CCTY-PB-2' TO THE TELEPHONE TERMINAL BOARD IN1,51DE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PIAN - CORPORATE HANGAR TYPE 2' FOR ADDITIONAL INFORMATION. OPROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED, REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR TTB SIZING AND EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW TWO, INCH (21) CONDUIT FROM 'CCN -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. I� THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (39 CONDUITS WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE. 11 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW THREE INCH. (3') CONDUIT WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, A(:S, IDS, CTv, DATA/iEL)'IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE. 12 THE.ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHiCH SHALL BE INSTALLED: WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (2") ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE. EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES. (249 $QUARE .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 WALL ALSO BE ENGRAVED WITH 'CCTY-P5-3' TO IDENTIFY THIS BOX. THIS BOX SHALL. BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. j3 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHIG! 5HALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PENSELL PLASTICS 'PEM' SERIES AND. SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (249 SQUARE BY TWENTY-FOUR INCHES (249 DEEP INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX, THE. BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTY-PB-4' TO IDENTIFY T4416 BOX THIS BOX SHALL BE LOCATED IN A 6RA&eED AREA, NOT IN THE PAVED AREA. I4 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW TWO INCH (2') CONDUIT FROM 'CCN -P5-3' TO THE TELEPHONE TERMINAL BOARD IN51DE OF THE'BUILDING. REFER TO THE 'PARTIAL. ELECTRICAL L FLOOR PLAN - CORPORATE HANGAR TYPE 3' FOR ADDITIONAL INFORMATION. 15 PROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 3' FOR TTB SIZING AND EQUIPMENT' REQUIREMENTS. 1(0 ROUTE A ONE INCH (11) CONDUIT BETWEEN THE TTB SHOWN AND THE BUILDING NOTED, STUB THE CONDUIT UP AT THE TTB AND PROVIDE A LABEL ON THE CONDUIT AT BOTH ENDS. STUB THE CONDUIT UP IN A CORNER OF THE FIRST UNIT WITHIN THE BUILDING AS NOTED FOR FUTURE. INSTALLATION OF ACS, IDS OR CCTV CABLES. PROVIDE A PULL WIRE IN THE CONDUIT. u z dam - (BUILDING TYPE 3, ` OF I TH15 PHASE) 'CORPORATE' HANGAR (BUILDING TYPE I, TYPI( OF -2 THIS PHASE) NOTE, LARGE 'BOX' HANSAR- (ONLY ONE (WIN PHASE SMALL 'BOX' HANGAR (ONLY ONE (1) IN PHASE IA) Y) 9 \ 3442 15 � 44 1 _ 44__. 344 G � ' r 3447 _. o CCTV -P5-1 F 2 I I 1 1 I t —__--r._—_.___----e_..,,.h �`;•.r._.._`____._._.—.� 1 P r.____.-__--"-" �....� r._,.,�--'-_._._.-_—._--a 3 i r --------__..ice—! ��t._..._.__...._._� 9 s +~-. -IT 34531 �46 4 6 �a 3 477 I F i e r i f_ .h-..i`d .� r�� !4'J`{'�'' � ! i I €� ✓ O 45 J ? 3 6 i ! 4! 3 3452 014 o t ! d ! d iI! CCTVVi !64513 ...... 3475f !V45i r „� r! j. 1 i.• __r ew_� _ __ _-_ I f! }{' r__ F r 'rd if 3 3 r -! !� _-.1-! � ! �� ! I j f i � � 1 � °`•.,..�~i"� � 34743457 -! � I i i I l m D/TV ! ! C I t m. 0 44 f d ! t f d ._i 1 d p d L r_ .� t 3461 _ %`� E ! s i 3473 o itil E Fwd r r1 I ! ! d��t !`'-•-- i i i i f � `` � !�_._ � ; � I i f � `I-#� •: � + q . " 44 4> � 1-1 J _ 4'245 3 3483 11"'¢ I a�C I a " g r c FUTURE r f I FUTURE I U GATE No. 2 (G-2)>. GATE No. 3 (S-3) I I 'CORPO' HANGARLo `� ,� o � ,� f` I a (BUILDING TYPE 2, TYPICAL CCTV_ -2 GATE No. 1 (G-1) OF i THIS RASE) aw >✓' D/TV t RltUREM I t FUTl1RE t` al'jl I I I I I I ! LI F1lTl iE FSI. f, i D Bl� DINGS i i ' # i "� MILDIM! s�m� hI d H' i ! V!' % ! E' 1 ! _ ._ _ i R! I Vr7G ��l' # 1 F�JTIJRE J' I E p fSLANp i I © 43 i i ! �.D� i s . ,L� � j i a ! r ._ _ _ _ _ . � � a d # I ! r 4 I 1 i ! ! d B 1 i ! d ! a BLuvw A-11 A-12 A131A-14 _w BULDNM LARGE 'T' HANGAR - (TYPICAL OF TWO (2) IN PHASE IA) I 1 c_2 i i i t i i { # I ix t ! ! ( # C t { ! t a� h Jr T •.� -�-} 1 � i i # � t__�y � ;,�,._...._...._......a.._.::�� a ; i 7 �:.:��,.._.>.... �.M! f s t_._.a ! % � t�C_4 I .E C-5 ! ,_s f1 Y / a_3 .. ! I i f ! -ir a i__.� i } -fir E p ' # i r.._.. 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I �'� i i r-•-�='-a r_.!•- _ .._..L._._.....2.°• t13 ---s p_ a......5 °-----_---i--c_3 i.._ t--._._—. °-' s p s,.8 _a__w _ � ! � i c t d _.r_,_ ----a �a.__. 1------•- -1`- a;_ -..:_.._..-_-_I...., 4- 'Er sL_... .f-• 'B' BUILDS SMALL 'T' HANGAR (TYPICAL OF ONE `o (1) IN PHASE IA) I m o' m m s SYSTEMS W MASTER ELECTRICAL SITE PLAN - INSTALL Lu SCALE V, a Y ]C G 2' w W` Q "L-3 EA 0 r i i ii\4 E (BUILDING TYPE 3, ` OF I TH15 PHASE) 'CORPORATE' HANGAR (BUILDING TYPE I, TYPI( OF -2 THIS PHASE) NOTE, LARGE 'BOX' HANSAR- (ONLY ONE (WIN PHASE SMALL 'BOX' HANGAR (ONLY ONE (1) IN PHASE IA) Y) 9 \ 3442 15 � 44 1 _ 44__. 344 G � ' r 3447 _. o CCTV -P5-1 F 2 I I 1 1 I t —__--r._—_.___----e_..,,.h �`;•.r._.._`____._._.—.� 1 P r.____.-__--"-" �....� r._,.,�--'-_._._.-_—._--a 3 i r --------__..ice—! ��t._..._.__...._._� 9 s +~-. -IT 34531 �46 4 6 �a 3 477 I F i e r i f_ .h-..i`d .� r�� !4'J`{'�'' � ! i I €� ✓ O 45 J ? 3 6 i ! 4! 3 3452 014 o t ! d ! d iI! CCTVVi !64513 ...... 3475f !V45i r „� r! j. 1 i.• __r ew_� _ __ _-_ I f! }{' r__ F r 'rd if 3 3 r -! !� _-.1-! � ! �� ! I j f i � � 1 � °`•.,..�~i"� � 34743457 -! � I i i I l m D/TV ! ! C I t m. 0 44 f d ! t f d ._i 1 d p d L r_ .� t 3461 _ %`� E ! s i 3473 o itil E Fwd r r1 I ! ! d��t !`'-•-- i i i i f � `` � !�_._ � ; � I i f � `I-#� •: � + q . " 44 4> � 1-1 J _ 4'245 3 3483 11"'¢ I a�C I a " g r c FUTURE r f I FUTURE I U GATE No. 2 (G-2)>. GATE No. 3 (S-3) I I 'CORPO' HANGARLo `� ,� o � ,� f` I a (BUILDING TYPE 2, TYPICAL CCTV_ -2 GATE No. 1 (G-1) OF i THIS RASE) aw >✓' D/TV t RltUREM I t FUTl1RE t` al'jl I I I I I I ! LI F1lTl iE FSI. f, i D Bl� DINGS i i ' # i "� MILDIM! s�m� hI d H' i ! V!' % ! E' 1 ! _ ._ _ i R! I Vr7G ��l' # 1 F�JTIJRE J' I E p fSLANp i I © 43 i i ! �.D� i s . ,L� � j i a ! r ._ _ _ _ _ . � � a d # I ! r 4 I 1 i ! ! d B 1 i ! d ! a BLuvw A-11 A-12 A131A-14 _w BULDNM LARGE 'T' HANGAR - (TYPICAL OF TWO (2) IN PHASE IA) I 1 c_2 i i i t i i { # I ix t ! ! ( # C t { ! t a� h Jr T •.� -�-} 1 � i i # � t__�y � ;,�,._...._...._......a.._.::�� a ; i 7 �:.:��,.._.>.... �.M! f s t_._.a ! % � t�C_4 I .E C-5 ! ,_s f1 Y / a_3 .. ! I i f ! -ir a i__.� i } -fir E p ' # i r.._.. I D -._ 4— _. __ _.. _ 1_ _� % 9 ! t _ L _,.r._ , ! ._.E ! x O. i__ B-8 __1 ` ; � �'.__,�:1 s t % ! �__! ,� ; i i ! # !~._-t -•_a ! 9 9 !r--- _--� ! � I - _y G-8 1 D/TY d ! ! ! B -h I t_. _..... d ! i i_ a`_ If ! t d= �s t I I� 9 -cYt 3 f! E ; I� !._,� d 3 I 1 � o D ^_ - B-8 i E I � s_...! ! ..1 c -I ---i t_- a I _ F C,12 v; t_ d ! �:. _..___I..__-_._�.�_ I r_ -. --t_•--1 ..a_-_.:_.,�_ --� D t ! i # �_a_._.-_,..;.�..! ; ! I i -$ i �_ws.w.__._.._3---' i i ! 1` m IF V, IL G713 i d w t . _! ! ° -, . a I.. ... ... .._-1 i 2 Fc 1-4 It 0-15 _"�!-� ° i i "1 i r ,»I•.._- __ __ _.!_. _. _.._...j-- � % "'� i ! r-,. ._d._.-_ __ _ -� .� a I _ � 9 s i , �' �� L _s L m t L J. ! L ,_ p ! i .._._! # i ! % ! ! ! ! } I i { d 1t ! ! I 1 i.�-_ _...._ 0 � 1•".._ ... i ! # i f i` � 6 ! 8 t ! i ! rN ._.I-._ .� ! i i ! 1 : ! �.' '..1- _.. ! ! d d L_ ! , S ! i B -i} ! {_._ - ..f I -." i a n a--�--'� f f I"-�- i i i_, i ! s q ! a L._... ! D # '• m. B-19 � �"! I �'� i i r-•-�='-a r_.!•- _ .._..L._._.....2.°• t13 ---s p_ a......5 °-----_---i--c_3 i.._ t--._._—. °-' s p s,.8 _a__w _ � ! � i c t d _.r_,_ ----a �a.__. 1------•- -1`- a;_ -..:_.._..-_-_I...., 4- 'Er sL_... .f-• 'B' BUILDS SMALL 'T' HANGAR (TYPICAL OF ONE `o (1) IN PHASE IA) I m o' m m s SYSTEMS W MASTER ELECTRICAL SITE PLAN - INSTALL Lu SCALE V, a Y ]C G 2' w W` Q -yam 9EIC 12, KT RITZKY ARCHITECT AR0007981 ARCETrECrURE CONSTA MON ADMINISTRATION CONSULTANT P.O. BOX 561227 ORLANDO, FIARIDA 32856 407 898-8654 407 898-7992 FAX E a oma, Amo r m o �0, I : w $4 �^ G• 10 a o°wa0°�-e�. .,Wd.ri�O.o W �A -,Rad4Nr.. rn V � ~ O rP-4 TW a O cv D W � � � b co O 4-4 C� c U) O co b � b G cd 4) 44 O as oo�co REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD H. CONDO DATE OCTOBER 13 200`3 SCALE AS NOTED PROJECT NO. WPC -0301 MAsM ELECTRICAL SrTE PLAN INSTALLED Q ,V Ft V1 BAS SHEET E-2 4 �C5 NEW Mlll_R—,,�� [ o t TRANSFORMER No. I (T -I) 2 n � n SHOUTS REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. PROVIDE NUTS, BOLTS AND LOCK WASHERS ON ALL FOUR l4) COMERS OF THE DEVICE BEING MOUNTED (TYP.) PROVIDE KINDORF CHANNEL SUPPORT BETWEEN THE NEW CONCRETE POSTS. ANCHOR THE KINDORF. CHANNEL. S TO THE POSTS WITH ANCHORS p AND BOLTSDRILLED INTO THE POSTS. THE ELECTRICAL o 0 CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING° THE RACK FOR ALL OF THE p EQUIPMENT TO BE MOUNTED AND SHALL PROVIDE THE KINDOW CHANNELS ON BOTH SIDES OF THE P.05T6 ° AS REQUIRED. o ° o NEW MANUAL TRANSFER SWITCH 9 8 SANITARY LIFT STATION DUPLEX PUMP (2 6 3 HP) CONTROLLER s I II ER DIAGRAM - SANITARY, LIFT STATION NO SCALE REAR VIEW OF THE NEW >ISCONNECT 6WITCH FOR =T STATION AS NOTED. PROVIDE A 50UARE PRECAST CONCRETE POLE FOR SUPPORT OF THE KINDORF CHANNEL RACK AS REQUIRED FOR THE PANEL, METER, DISCONNECT SWITCH, CONTROLLER, RELAY CABINET, OR OTHER MISCELLANEOUS ELECTRICAL EQUIPMENT AS REQUIRED. THE POLES SHALL ° BE FOUR INCH (4') SQUARE MINIMUM AND THE MOUNTING a HEIGHT OF THE RACK SHALL BE d NO MORE THAN FIVE FEET (5'-0') TO THE TOP. SINK THE POLES AT LEAST FIVE FEET (5'-0') IN n THE GROUND, NOTE: 5HOW5 FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR THE LIFT STATION AS NOTED. — ' --COMPACT SOIL AROUND ALL METALS TO BE HOT �COMPACT SOIL TE AROUND CONCRETE POLE BASE DIPPED GALVANIZED, COPOLE PRIMED AND PAINTED, TYICAL GRADE MOUNTED RACK DETAIL (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) NO SCALE ■ 1� BUILDING OR 51DEWALK 1 AMY HOLLOWAY Q CHECKED `A REVISIONS O 1s 4 �C5 NEW Mlll_R—,,�� [ o t TRANSFORMER No. I (T -I) 2 n � n SHOUTS REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. PROVIDE NUTS, BOLTS AND LOCK WASHERS ON ALL FOUR l4) COMERS OF THE DEVICE BEING MOUNTED (TYP.) PROVIDE KINDORF CHANNEL SUPPORT BETWEEN THE NEW CONCRETE POSTS. ANCHOR THE KINDORF. CHANNEL. S TO THE POSTS WITH ANCHORS p AND BOLTSDRILLED INTO THE POSTS. THE ELECTRICAL o 0 CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING° THE RACK FOR ALL OF THE p EQUIPMENT TO BE MOUNTED AND SHALL PROVIDE THE KINDOW CHANNELS ON BOTH SIDES OF THE P.05T6 ° AS REQUIRED. o ° o NEW MANUAL TRANSFER SWITCH 9 8 SANITARY LIFT STATION DUPLEX PUMP (2 6 3 HP) CONTROLLER s I II ER DIAGRAM - SANITARY, LIFT STATION NO SCALE REAR VIEW OF THE NEW >ISCONNECT 6WITCH FOR =T STATION AS NOTED. PROVIDE A 50UARE PRECAST CONCRETE POLE FOR SUPPORT OF THE KINDORF CHANNEL RACK AS REQUIRED FOR THE PANEL, METER, DISCONNECT SWITCH, CONTROLLER, RELAY CABINET, OR OTHER MISCELLANEOUS ELECTRICAL EQUIPMENT AS REQUIRED. THE POLES SHALL ° BE FOUR INCH (4') SQUARE MINIMUM AND THE MOUNTING a HEIGHT OF THE RACK SHALL BE d NO MORE THAN FIVE FEET (5'-0') TO THE TOP. SINK THE POLES AT LEAST FIVE FEET (5'-0') IN n THE GROUND, NOTE: 5HOW5 FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR THE LIFT STATION AS NOTED. — ' --COMPACT SOIL AROUND ALL METALS TO BE HOT �COMPACT SOIL TE AROUND CONCRETE POLE BASE DIPPED GALVANIZED, COPOLE PRIMED AND PAINTED, TYICAL GRADE MOUNTED RACK DETAIL (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) NO SCALE ■ 1� BUILDING OR 51DEWALK THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE O AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH. THREE (3) x4 THWN, CU. AND ONE '(I) $6 THU)N, CU,, GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH A5 NOTED. O 'PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION AS REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL BE 4 THWN, COPPER MINIMUM. O PROVIDE, 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, S/N, NEMA 3R, FUSIBLE WITH SIXTY AMP CLA55 RK -5, 'FAULT- TRAP' FU5E5. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER INDICATING 'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THWN, CU, AND ONE (1) t(o THWN, CU., GROUND FROM T14E'MAIN DISCONNECT SWITCH TO THE MANUAL TRANSFER SWITCH AS NOTED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW MANUAL TRAN5FEK SWITCH ON THE BACK OF THE RACK USED FOR THE MAIN DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE SIXTY AMP (60A) RATED AT 240 VOLTS AND 'SHALL HAVE A NEMA 3R ENCLOSURE AMY HOLLOWAY Q CHECKED REVISIONS O APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. OCTOSM 13 2003 WHICH WILL BE USED TO LOCK THE SWATCH IN EITHER POSITION. ' a ` S v `v 0 4 �C5 NEW Mlll_R—,,�� [ o t TRANSFORMER No. I (T -I) 2 n � n SHOUTS REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. PROVIDE NUTS, BOLTS AND LOCK WASHERS ON ALL FOUR l4) COMERS OF THE DEVICE BEING MOUNTED (TYP.) PROVIDE KINDORF CHANNEL SUPPORT BETWEEN THE NEW CONCRETE POSTS. ANCHOR THE KINDORF. CHANNEL. S TO THE POSTS WITH ANCHORS p AND BOLTSDRILLED INTO THE POSTS. THE ELECTRICAL o 0 CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING° THE RACK FOR ALL OF THE p EQUIPMENT TO BE MOUNTED AND SHALL PROVIDE THE KINDOW CHANNELS ON BOTH SIDES OF THE P.05T6 ° AS REQUIRED. o ° o NEW MANUAL TRANSFER SWITCH 9 8 SANITARY LIFT STATION DUPLEX PUMP (2 6 3 HP) CONTROLLER s I II ER DIAGRAM - SANITARY, LIFT STATION NO SCALE REAR VIEW OF THE NEW >ISCONNECT 6WITCH FOR =T STATION AS NOTED. PROVIDE A 50UARE PRECAST CONCRETE POLE FOR SUPPORT OF THE KINDORF CHANNEL RACK AS REQUIRED FOR THE PANEL, METER, DISCONNECT SWITCH, CONTROLLER, RELAY CABINET, OR OTHER MISCELLANEOUS ELECTRICAL EQUIPMENT AS REQUIRED. THE POLES SHALL ° BE FOUR INCH (4') SQUARE MINIMUM AND THE MOUNTING a HEIGHT OF THE RACK SHALL BE d NO MORE THAN FIVE FEET (5'-0') TO THE TOP. SINK THE POLES AT LEAST FIVE FEET (5'-0') IN n THE GROUND, NOTE: 5HOW5 FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR THE LIFT STATION AS NOTED. — ' --COMPACT SOIL AROUND ALL METALS TO BE HOT �COMPACT SOIL TE AROUND CONCRETE POLE BASE DIPPED GALVANIZED, COPOLE PRIMED AND PAINTED, TYICAL GRADE MOUNTED RACK DETAIL (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) NO SCALE ■ 1 I 1 1 I 1 i :.fi � CONCRETE ISLAND BY 39 GATE No. I (Cs -1) 1' -� i GENERAL CONTRACTOR V __ \7 I o " I� TO NEW PANEL 'C5', x m CIRCUITS 33:35:31 AND 31 C__ 2 ----- -7- =_ __—F- i DRILL CONCRETE POSTS AND PROVIDE ANCHORS WITH BOLTS AND LOCK WASHERS FOR SUPPORT OF KINDORF CHANNELS. 10 GATE CONTROLLER 1 m CCTV -PB -2 .� 8 � ' o C g o 0 V O \a E /// O / § " ENLARGED ELECTRICAL SITE PLAN No.1; SCALE t' S'-0, n c O °Q 0 o " ENLARGED ELECTRICAL SITE POWER RISER DIAGRAM - c 0 PLAN No. 1 NOTES SANITARY LIFT STATION C �I PROVIDE, INSTALL AND CONNECT A THIRTY -AMP 00A), 240 VOLT, 2 WIRE, NEMA 3R,(I ) THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL a SOLID NEUTRAL (S/N), DISCONNECT SWITCH FOR THE HYDRAULIC GATE OPERATOR �--� AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS TO THIS.TRAN6FORMER ° MOUNT THE DISCONNECT ON A FABRICATED METAL RACK AND PAINT AS REQUIRED THE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BY THE PROJECT OWNER, MR TRACY FOREST, OR AN APPROVED EQUAL OWNER, THE LOCAL POWER COMPANY, c OR JUST ANYONE OFF THE STREET, REFER TO THE 'TYPICAL GRADE MOUNTED In RACK DETAIL' FOR ADDITIONAL INFORMATION. ROUTE A WEATHER-PROOF FLEXIBLE THE LOCAL POWER COMPANY, FLORIDA POUTER AND LIGHT, WILL PROVIDE, INSTALL o METALLIC CONDUIT FROM THE DISCONNECT SWITCH TO THE GATE CONTROLLER, AND CONNECT THE PAD -MOUNTED TRANSFORMER No. I (T-1) AS NOTED. THE. AND PROVIDE CONNECTION TO MOTOR AS REQUIRED. THE TWO (2) POLE CIRCUIT ELECTRICAL CONTRACTOR SHALL, BE RESPONSIBLE FOR COORDINATION WITH THE `o SHALL BE USED FOR THE GATE MOTOR AND THE SINGLE (1) POLE CIRCUIT SHALL BE LOCAL POWER COMPANY. USED TO PROVIDE POWER TO THE FIBER OPTIC TRANSMITTER AND THE FLOOD � LIGHT AS NOTED. Q THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL ANDCONNECT A NEVI ONEo AND ONE-QUARTER_ INCH (1-1/4') CONDUIT WITH THREE (3) 04 THU.N, CU. FROM THE -° 2 ROUTE A ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH FIVE (5) 10 THWN, TRANSFORMER SECONDARY TO THE METER AS NOTED. o CU. AND TWO (2) M0 THWN, CU. GROUNDS TO THE PANEL AS NOTED. THE CONDUIT h SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. THE O THE ELECTRICAL. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POUTER o CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (36' `E ). BELOW COMPANY FOR INSTALLATION OF THE NEW METER IF REQUIRED THE ELECTRICAL THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK REFER TO THE PANEL CONTRACTOR SHALL PROVIDE THE METER BASE. SCHEDULE FOR BREAKER SIZING. THIS PANEL IS LOCATED AT THE CORPORATE 1� BUILDING OR 51DEWALK THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE O AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH. THREE (3) x4 THWN, CU. AND ONE '(I) $6 THU)N, CU,, GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH A5 NOTED. O 'PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION AS REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL BE 4 THWN, COPPER MINIMUM. O PROVIDE, 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, S/N, NEMA 3R, FUSIBLE WITH SIXTY AMP CLA55 RK -5, 'FAULT- TRAP' FU5E5. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER INDICATING 'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THWN, CU, AND ONE (1) t(o THWN, CU., GROUND FROM T14E'MAIN DISCONNECT SWITCH TO THE MANUAL TRANSFER SWITCH AS NOTED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW MANUAL TRAN5FEK SWITCH ON THE BACK OF THE RACK USED FOR THE MAIN DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE SIXTY AMP (60A) RATED AT 240 VOLTS AND 'SHALL HAVE A NEMA 3R ENCLOSURE AMY HOLLOWAY _ N Y W - O -t a a °c Le c C :. `- CHECKED REVISIONS O APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. OCTOSM 13 2003 WHICH WILL BE USED TO LOCK THE SWATCH IN EITHER POSITION. ' a ` S v `v 0 WPC -0301, ' w7'� ELECTRICAL WM PLM No. I NOTES, POWER RISER AND DETALB REFER TO THE "ASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR SHEET ERIC D. KURIT= IQj THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW AR0007981 ADDITIONAL INFORMATION. to - SIXTY AMP (60,4 2.40 VOLT, 2 WIRE, SM, TW15T-LOCK RECEPTACLE IN A NEMA 3R ARCBTTECTURE o CONSTRUCTION ADHOUS UnON CONSULTANT BOX WITH A WEATHER-PROOF COVER PLATE. PROVIDE A TWIST -LOCK MALE PLUG P.O. BOX 861227 REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR PROXIMITY PROXIMITY CARD FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR INTO H 407 898-6664 CONTINUATION OF THE FIBER OPTIC CONDUITS. 407) 888-7992 FAX THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE. ROUTE A NEW ONE AND READER POLE o ONE-QUARTER INCH (1-1/4') CONDUIT WITH 'THREE (3) s4 THWN, CU. AND .ONE (1) "o i(d PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED Lo o n GATE CONTROLLER FOR ALL CONDUIT STU5-UP5. THE CONTROLLER SHALL BE 0 4 �t "00g MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL. CONTRACTOR SHALL BE Q�o'ot .o jj ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) •4 acid z`�� G z REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE TI -SUN, CU. AND ONE l U % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO ca CCTV CAMERA AND FI=00R LIGHT POLE I . CONNECTIONS IN THE CONTROLLER Q F O o ° w � V jj THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL o 0 _ r4 CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND V EQUIPMENT t0 BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR Cd arel 0 ALL PEDESTRIAN SAFETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED IN r I O t � • S r 7' V I I , .a s c GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION' REQUIREMENTS, V O C>� C 1 I 1 1 I 1 i :.fi � CONCRETE ISLAND BY 39 GATE No. I (Cs -1) 1' -� i GENERAL CONTRACTOR V __ \7 I o " I� TO NEW PANEL 'C5', x m CIRCUITS 33:35:31 AND 31 C__ 2 ----- -7- =_ __—F- i DRILL CONCRETE POSTS AND PROVIDE ANCHORS WITH BOLTS AND LOCK WASHERS FOR SUPPORT OF KINDORF CHANNELS. 10 GATE CONTROLLER 1 m CCTV -PB -2 .� 8 � ' o C g o 0 V O \a E /// O / § " ENLARGED ELECTRICAL SITE PLAN No.1; SCALE t' S'-0, n c O °Q 0 o " ENLARGED ELECTRICAL SITE POWER RISER DIAGRAM - c 0 PLAN No. 1 NOTES SANITARY LIFT STATION C �I PROVIDE, INSTALL AND CONNECT A THIRTY -AMP 00A), 240 VOLT, 2 WIRE, NEMA 3R,(I ) THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL a SOLID NEUTRAL (S/N), DISCONNECT SWITCH FOR THE HYDRAULIC GATE OPERATOR �--� AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS TO THIS.TRAN6FORMER ° MOUNT THE DISCONNECT ON A FABRICATED METAL RACK AND PAINT AS REQUIRED THE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BY THE PROJECT OWNER, MR TRACY FOREST, OR AN APPROVED EQUAL OWNER, THE LOCAL POWER COMPANY, c OR JUST ANYONE OFF THE STREET, REFER TO THE 'TYPICAL GRADE MOUNTED In RACK DETAIL' FOR ADDITIONAL INFORMATION. ROUTE A WEATHER-PROOF FLEXIBLE THE LOCAL POWER COMPANY, FLORIDA POUTER AND LIGHT, WILL PROVIDE, INSTALL o METALLIC CONDUIT FROM THE DISCONNECT SWITCH TO THE GATE CONTROLLER, AND CONNECT THE PAD -MOUNTED TRANSFORMER No. I (T-1) AS NOTED. THE. AND PROVIDE CONNECTION TO MOTOR AS REQUIRED. THE TWO (2) POLE CIRCUIT ELECTRICAL CONTRACTOR SHALL, BE RESPONSIBLE FOR COORDINATION WITH THE `o SHALL BE USED FOR THE GATE MOTOR AND THE SINGLE (1) POLE CIRCUIT SHALL BE LOCAL POWER COMPANY. USED TO PROVIDE POWER TO THE FIBER OPTIC TRANSMITTER AND THE FLOOD � LIGHT AS NOTED. Q THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL ANDCONNECT A NEVI ONEo AND ONE-QUARTER_ INCH (1-1/4') CONDUIT WITH THREE (3) 04 THU.N, CU. FROM THE -° 2 ROUTE A ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH FIVE (5) 10 THWN, TRANSFORMER SECONDARY TO THE METER AS NOTED. o CU. AND TWO (2) M0 THWN, CU. GROUNDS TO THE PANEL AS NOTED. THE CONDUIT h SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. THE O THE ELECTRICAL. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POUTER o CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (36' `E ). BELOW COMPANY FOR INSTALLATION OF THE NEW METER IF REQUIRED THE ELECTRICAL THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK REFER TO THE PANEL CONTRACTOR SHALL PROVIDE THE METER BASE. SCHEDULE FOR BREAKER SIZING. THIS PANEL IS LOCATED AT THE CORPORATE 1� BUILDING OR 51DEWALK THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE O AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH. THREE (3) x4 THWN, CU. AND ONE '(I) $6 THU)N, CU,, GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH A5 NOTED. O 'PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION AS REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL BE 4 THWN, COPPER MINIMUM. O PROVIDE, 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, S/N, NEMA 3R, FUSIBLE WITH SIXTY AMP CLA55 RK -5, 'FAULT- TRAP' FU5E5. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER INDICATING 'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THWN, CU, AND ONE (1) t(o THWN, CU., GROUND FROM T14E'MAIN DISCONNECT SWITCH TO THE MANUAL TRANSFER SWITCH AS NOTED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW MANUAL TRAN5FEK SWITCH ON THE BACK OF THE RACK USED FOR THE MAIN DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE SIXTY AMP (60A) RATED AT 240 VOLTS AND 'SHALL HAVE A NEMA 3R ENCLOSURE AMY HOLLOWAY _ N Y W - O -t a a °c Le c C :. `- CHECKED REVISIONS O APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. OCTOSM 13 2003 WHICH WILL BE USED TO LOCK THE SWATCH IN EITHER POSITION. ` S v `v PROJECT NO. WPC -0301, ' w7'� ELECTRICAL WM PLM No. I NOTES, POWER RISER AND DETALB REFER TO THE "ASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR SHEET ERIC D. KURIT= IQj THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW AR0007981 ADDITIONAL INFORMATION. SIXTY AMP (60,4 2.40 VOLT, 2 WIRE, SM, TW15T-LOCK RECEPTACLE IN A NEMA 3R ARCBTTECTURE o CONSTRUCTION ADHOUS UnON CONSULTANT BOX WITH A WEATHER-PROOF COVER PLATE. PROVIDE A TWIST -LOCK MALE PLUG P.O. BOX 861227 REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR ORLANDO, FLORIDA 32866 FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR INTO 407 898-6664 CONTINUATION OF THE FIBER OPTIC CONDUITS. 407) 888-7992 FAX THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE. ROUTE A NEW ONE AND o ONE-QUARTER INCH (1-1/4') CONDUIT WITH 'THREE (3) s4 THWN, CU. AND .ONE (1) "o i(d PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED Lo n GATE CONTROLLER FOR ALL CONDUIT STU5-UP5. THE CONTROLLER SHALL BE 0 �t "00g MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL. CONTRACTOR SHALL BE Q�o'ot .o jj ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) •4 acid z`�� G z REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE TI -SUN, CU. AND ONE l U % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO ca WN�' 4)w'0 CONNECTIONS IN THE CONTROLLER Q F O o ° w � V jj THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL 0 _ r4 CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND V EQUIPMENT t0 BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR Cd arel 0 ALL PEDESTRIAN SAFETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED IN r THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE U V GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION' REQUIREMENTS, V O C>� Y V � 4-4 o: W CLS I Cd 04 � 0 co b V O '� �O 'ri as 0C.3 V) cn HANGAR BUILDING WITH THE 3448/3449 ADDRESS. REFER TO THE 'MASTER ELECTRICAL 61TE PLAN - POUTER FOR THE PANEL LOCATION. O3 PROVIDE 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. O4 PROVIDE 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. O ROUTE A ONE-HALF INCH (1/2') CONDUIT WITH FOUR (4) MO THWN, CU, FOR POUTER 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-SIX 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 CABLES) 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 (3(0') BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK O ROUTE ATHREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE ACCESS CONTROL SYSTEM (ACS) MULTI -PAIR CABLES) 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 (36') BELOW THE FINISHED GRADE OR BELOW A, BUILDING OR 51DEWALK THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE O AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH. THREE (3) x4 THWN, CU. AND ONE '(I) $6 THU)N, CU,, GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH A5 NOTED. O 'PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION AS REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL BE 4 THWN, COPPER MINIMUM. O PROVIDE, 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, S/N, NEMA 3R, FUSIBLE WITH SIXTY AMP CLA55 RK -5, 'FAULT- TRAP' FU5E5. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER INDICATING 'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) 04 THWN, CU, AND ONE (1) t(o THWN, CU., GROUND FROM T14E'MAIN DISCONNECT SWITCH TO THE MANUAL TRANSFER SWITCH AS NOTED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW MANUAL TRAN5FEK SWITCH ON THE BACK OF THE RACK USED FOR THE MAIN DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE SIXTY AMP (60A) RATED AT 240 VOLTS AND 'SHALL HAVE A NEMA 3R ENCLOSURE AMY HOLLOWAY _ N Y W - O -t a a °c Le c C :. `- CHECKED REVISIONS O APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. OCTOSM 13 2003 WHICH WILL BE USED TO LOCK THE SWATCH IN EITHER POSITION. AS NOTED v `v PROJECT NO. WPC -0301, ' w7'� ELECTRICAL WM PLM No. I NOTES, BUILDING OR 51DEWALK AMY HOLLOWAY THE MANUAL TRANSFER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK CHECKED HAROLD R CONDO O APPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. OCTOSM 13 2003 WHICH WILL BE USED TO LOCK THE SWATCH IN EITHER POSITION. AS NOTED v `v PROJECT NO. WPC -0301, ' w7'� ELECTRICAL WM PLM No. I NOTES, POWER RISER AND DETALB REFER TO THE "ASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR SHEET IQj THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ADDITIONAL INFORMATION. SIXTY AMP (60,4 2.40 VOLT, 2 WIRE, SM, TW15T-LOCK RECEPTACLE IN A NEMA 3R o BOX WITH A WEATHER-PROOF COVER PLATE. PROVIDE A TWIST -LOCK MALE PLUG O REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR INTO CONTINUATION OF THE FIBER OPTIC CONDUITS. THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE. ROUTE A NEW ONE AND o ONE-QUARTER INCH (1-1/4') CONDUIT WITH 'THREE (3) s4 THWN, CU. AND .ONE (1) "o i(d PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED THWN, CU., GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH, n GATE CONTROLLER FOR ALL CONDUIT STU5-UP5. THE CONTROLLER SHALL BE s MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL. CONTRACTOR SHALL BE jj ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3) •4 REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION TO MAKE TI -SUN, CU. AND ONE l U % THWN, CU., GROUND FROM THE TRANSFER SWITCH TO CONNECTIONS IN THE CONTROLLER THE LIFT STATION CONTROLLER AND PROVIDE CONNECTION AS REQUIRED. jj THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL _ CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND EQUIPMENT t0 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, Y o: W DRAWN AMY HOLLOWAY CHECKED HAROLD R CONDO DATE OCTOSM 13 2003 SCALE. AS NOTED PROJECT NO. WPC -0301, ' w7'� ELECTRICAL WM PLM No. I NOTES, POWER RISER AND DETALB SHEET E -3 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: 7/14/03 Business Address: Air Side Orlando /Sanford Airport Occ. Air Craft Hanger Type #3 /N.F.P.A. #409 Business Name: Orlando Sanford Airport Ph. (407) 322-5834 Contractor: Winter Park Construction Ph. (407) 644-8923 Fax. (407) 644-8923 Reviewed [X ] Reviewed with comment [ ] Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner l Comment: Reviewed as submitted 1.1 Application — Construction of 11, 500 sqf type #3 hanger with one (1) hour fare wall with in 3, 000 SO. 1.2 Exit door with in 75' sq. ft. and DA WF/SMASH doors meet exception L.S.C. 4.2.6.1 • Three (3) 4A60 BC fare extinguisher required (see blue prints) • Label building with number 6" (six) inch numbers contrasting in color • Fire Department Final required * * * / \ /27- 2826-24DRY RETENTION AREA __26 * \ | | | | | ' | . � | _ _| _ _ _ _ _ _ _ _ _ . 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